WQ0042699_More Information Received_20240607

Initial Review
Reviewer
nathaniel.thorn burg
Is this submittal an application? (Excluding additional information.) *
Yes No
If not an application what is the submittal type?* Annual Report
Residual Annual Report
Additional Information
Other
Permit Number (IR) * W00042699
Applicant/Permittee Town of Holly Springs
Email Notifications
Does this need review by the hydrogeologist? * Yes No
Regional Office
CO Reviewer
Admin Reviewer

Submittal Form
Project Contact Information
Please provide information on the person to be contacted by NDB Staff regarding electronic submittal, confirmation of receipt, and other correspondence.
Name* Curt Blazier
Email Address*
[e-mail]
Project Information
.........................
Application/Document Type*
New (Fee Required)
Modification - Major (Fee Required)
Renewal with Major Modification (Fee
Required)
Annual Report
Additional Information
Other
Phone Number*
919.238.0361
Modification - Minor
Renewal
GW-59, NDMR, NDMLR, NDAR-1,
N DAR-2
Residual Annual Report
Change of Ownership
We no longer accept these monitoring reports through this portal. Please click on the link below and it will take you to the correct form.
https://edoes.deq.nc.gov/Forms/NonDischarge_Monitoring_Report
Permit Type:* Wastewater Irrigation High -Rate Infiltration
Other Wastewater Reclaimed Water
Closed -Loop Recycle Residuals
Single -Family Residence Wastewater Other
Irrigation
Permit Number:* WQ0042699
Has Current Existing permit number
Applicant/Permittee Address* PO Box 8, Holly Springs, NC 27540
Facility Name* Carolina Springs - Phase 1, Sub Phases 1-5 RWDL
Please provide comments/notes on your current submittal below.
Additional information requested by Cord Anthony on 5/8/24.
At this time, paper copies are no longer required. If you have any questions about what is required, please contact Nathaniel Thornburg
at [e-mail].
Please attach all information required or requested for this submittal to be reviewed here.
(Application Form, Engineering Plans, Specifications, Calculations, Etc.)
Carolina Springs WQ0042699 RCW resubmittal
73.16MB
document.pdf
Upload only 1 PDF document (less than 250 MB). Multiple documents must be combined into one PDF file unless file is larger
than upload limit.
* By checking this box, I acknowledge that I understand the application will not be accepted for pre -review until the fee (if required) has
been received by the Non -Discharge Branch. Application fees must be submitted by check or money order and made payable to the
North Carolina Department of Environmental Quality (NCDEQ). I also confirm that the uploaded document is a single PDF with all parts
of the application in correct order (as specified by the application).
Mail payment to:
NCDEQ — Division of Water Resources
Attn: Non -Discharge Branch
1617 Mail Service Center
Raleigh, NC 27699-1617
Signature
&4tta z1z& t
Submission Date 6/7/2024

115 MacKenan Drive | Cary, NC 27511
t: 919.469.3340 | f: 919.467.6008 | www.withersravenel.com | License No. F-1479
Asheville | Cary | Greensboro | Pittsboro | Raleigh | Southern Pines | Wilmington

June 7, 2024
NCDEQ
Division of Water Resources
512 N. Salisbury St.
Raleigh, NC 27699-1617
RE: Carolina Springs – Phase 1, Sub Phases 1-5 RWDL
Reclaimed Water Distribution Review
NCDEQ Permit No. WQ0042699
WR Project No. 02180372.20
Mr. Anthony,
We are writing this letter in response to comments dated May 8, 2024. Each of the comments are repeated
below, followed by our response.
DIVISION OF WATER RESOURCES
Engineering Certification:
1. Condition I.2 of WQ0042699 (issued November 1, 2023) requires the submission of an engineering
certification from a North Carolina licensed Professional Engineer for the constructed facilities.
Multiple sections of reclaimed water distribution line have been constructed since the most recent
permit issuance. The Permittee has submitted most of these engineering certifications, however,
the engineering certification for the 1,918 linear foot section (Phase 1, Section 2) was not included.
Please submit a copy of this engineering certification.
 RESPONSE: The certification for Phase 1 Section 2 is included with this resubmittal package.
Engineering Plans:
2. Since the previous permit issuance (on November 1, 2023), Phase 1 Sections 2, 3, 4, and 5 have
been constructed. As-builts have only been included for Sections 1A, 4, and 5. Please provide copies
of as-builts for Phase 1 Sections 2 and 3.
Additionally, the digital as-built drawings for Sections 4 and 5 have been blurred through the
submission process. Please provide a fresh copy of these plans so that the review may be completed.
 RESPONSE: Digital as-built drawings have been re-submitted for Sections 2 thru 5 and
included with this package.
3. Per the submitted supplemental table, the total length of reclaimed water line for Phase 1, Section
5 has been reduced by 72 linear feet. It may be due to the blurring of the plan set but no specification
of where this change in length/geometry appears to have been called out. Please make sure that
the location of this change is noted in the as-built submission.
 RESPONSE: The length of reclaimed water was not reduced by 72 linear feet. The 72 linear
feet is the delta in the overall length of permitted linear feet of reclaimed water line vs. overall
as-built linear feet from the field. See clip below from table:

Carolina Springs – Phase 1, Sub Phases 1-5 RWDLComment Response LetterWR Project No. 02180372.20
June 7, 2024 Page | 2

4. Condition I.1.b. of WQ0042699 (issued November 1, 2023) requires the Permittee to include a map
showing the distribution line and all properties with a table referencing all easements (Deed Book
and Page). No such table has been included within the distribution line as-builts received. If any
easements exist for the sections, please include a table of relevant easements within each set of as-
builts.
 RESPONSE: No easements exist for the sections – all of the RCW line is in public R/W in Phase
1 Sections 1-5.

Sincerely,
WithersRavenel

Curtis M. Blazier, PE
Director of Engineering, Design + Planning

WQ0042699 Version 1.0 Shell Version 200201 Page 6 of 6
Permit No. WQ0042699 Reclaimed Water Distribution
Town of Holly Springs November 16, 2021
Carolina Springs – Phase 1, Sub Phases 1-5 RWDL Wake County
ENGINEERING CERTIFICATION
Partial Final
I, , as a duly licensed North Carolina Professional
Engineer, having periodically / fully observed the construction of the permitted facilities, do hereby
state to the best of my abilities that the facility was constructed in compliance with G.S. 143-215.1,
Administrative Code Title 15A Subchapter 02U, this permit, and the Division-approved plans and
specifications.
Documentation of any variation to this permit, and the Division-approved plans and specifications, is in the
attached as-built drawings.
Description of variations:

Professional Engineer’s Name

Firm Name Firm No.

Address

City State Zip Code

Telephone Email Seal, Signature, and Date
THE COMPLETED ENGINEERING CERTIFICATION, INCLUDING ALL SUPPORTING
DOCUMENTATION, SHALL BE SENT TO THE FOLLOWING ADDRESS:
NORTH CAROLINA DEPARTMENT OF ENVIRONMENTAL QUALITY
DIVISION OF WATER RESOURCES
NON-DISCHARGE BRANCH
By U.S. Postal Service By Courier/Special Delivery
1617 MAIL SERVICE CENTER 512 N. SALISBURY ST.
RALEIGH, NORTH CAROLINA 27699-1617 RALEIGH, NORTH CAROLINA 27604

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Section 2 and associated appurtenances
[e-mail]919-238-0361
27511NCCary
115 Mackenan Drive
F-1479WithersRavenel
Curtis M. Blazier
Partial certification covering 1,918 LF of 6" reclaimed water distribution line in Phase 1,
X
X
Curtis M. Blazier
DocuSign Envelope ID: A34DFB61-321F-48E1-A601-A798496F6F7C
11/10/2023

115 MacKenan Drive | Cary, NC 27511
t: 919.469.3340 | f: 919.467.6008 | www.withersravenel.com | License No. C-0832
Asheville | Cary | Greensboro | Pittsboro | Raleigh | Wilmington
NCDEQ Reclaimed Water Distribution Engineering Certification – Supplement
Project Name: Carolina Springs Phase 1, Sections (Subphases) 1-5
Permit No.: WQ0042699

Date Description Length Permitted or
Certified
Length Remaining
11/16/21 Carolina Springs
Phase 1, Sections 1-5
12,546 LF of 6-inch
(Permit)

02/03/23 Carolina Springs
Phase 1, Section 1A
3,393 LF of 6-inch
(PC)
12,264 LF of 6-inch
(Permit Mod)
1,823 LF of 12-inch
(Permit Mod, PC)
8,871 LF of 6-inch

07/31/23 Carolina Springs
Phase 1, Section 1B
2,449 LF of 6-inch
(PC)
6,422 LF of 6-inch

11/10/23 Carolina Springs
Phase 1, Section 2
1,918 LF of 6-inch
(PC)
4,504 LF of 6-inch

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CAROLINA SPRINGS PH 15ECTION51-5
� UTILITY CERTIFICATION -EXHIBIT
PARTIAL CERTIFICATION
RECLAIMED WATER LINE
-- PERMIT NO.: WQ0042699
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PHASE 2
PHASE 1
VICINITY MAP
DEVELOPER/OWNER
ATTN: STEPHEN DORN
LENNAR CAROLINAS
1100 PERIMETER PARK DRIVE, SUITE 112
MORRISVILLE, NC 27560
PHONE: [phone]
EMAIL: [e-mail]
1"=500"
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Engineers | Planners | Surveyors
PREPARED BY:
WithersRavenel
115 MacKenan Drive | Cary, NC 27511 | t: 919.469.3340 | license #: F-1479 | www.withersravenel.com
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EXISTING REBAR WITH CAP
NC GRID COORDINATES
NAD 83(2011)
LOCALIZATION POINT
N:702,591.86'
E:2,035,789.27'
COMBINED FACTOR = 0.999890129
NO HOLLY SPRINGS MONUMENTS LOCAL TO THE SITE
MULTIPLE OBSERVATIONS WITH VRS WERE USED TO ESTABLISH BENCHMARK
PROJECT #20-17-01
RECORD DRAWINGS FOR
CAROLINA SPRINGS
PHASE 1 SECTION 2
HOLLY SPRINGS, NORTH CAROLINA
SUBMITTAL DATE: SEPTEMBER 13, 2023
RECORD DRAWING NOTES:
1.THIS RECORD DRAWING SET OF PLANS IS BASED ON FIELD SURVEY PREPARED BY WITHERSRAVENEL. INFORMATION
SHOWN HEREON IS COMPRISED OF EXISTING AND PROPOSED CONDITIONS AS ORIGINALLY APPROVED BY THE TOWN
OF HOLLY SPRINGS UNLESS OTHERWISE NOTED.
2.THE SANITARY SEWER AND STORM SEWER ASSOCIATED WITH CAROLINA SPRINGS PHASE 1, SECTION 2 HAVE BEEN
PHYSICALLY SURVEYED AND THIS PLAN REPRESENTS, TO THE BEST OF OUR KNOWLEDGE, THE HORIZONTAL AND
VERTICAL LOCATIONS OF THESE UTILITIES.
3.THE WATERLINE & FORCEMAIN INFORMATION SHOWN ON THESE PLANS IS FROM PERIODIC INSPECTIONS CONDUCTED
THROUGHOUT THE CONSTRUCTION PHASE OF THE PROJECT. WITHERSRAVENEL MAKES NO GUARANTEE OF THE
SURVEYED ACCURACY OF THE WATERLINE SHOWN.
4.WITHERSRAVENEL IS NOT HELD RESPONSIBLE FOR INACCURACIES IN PLANS DUE TO SKETCHES OR OTHER
INFORMATION RECEIVED FROM CONTRACTOR(S) THAT DO NOT ACCURATELY REFLECT FINISHED CONSTRUCTION FIELD
CONDITIONS.
I certify that these as-builts are accurate and that each of the items listed on the Town’s “As-Built
Checklist” as contained in the Town of Holly Springs Engineering Design and Construction
Standards is provided on this set of as-built drawings (26 total sheets in this set). I certify that
all of the information provided is field-verified as-built information.
(Seal) ________________________________ ___________________
Signature Registered Land Surveyor Date
(Seal) ________________________________ ___________________
Signature by Professional Engineer Date
_____________________________________ ______________
Acceptance by Construction Inspector Date
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INFRASTRUCTURE DATA
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5. IN STREETS AND UTILITIES LOCATED IN THE TRIASSIC BASIN AS SHOWN IN TOHS DETAIL HS356 (WHERE TRIASSIC SOILS ON
COMPRESSIBLE MINIATURE TRIASSIC SEDIMENTARY ROCK-LIKE MATERIAL EXISTS) THERE WILL BE CERTAIN SPECIAL CRITERIA
REQUIRED FOR ROADWAY CONSTRUCTION.
THE FOLLOWING MINIMUMS WILL BE REQUIRED OF DEVELOPERS:
1.PRE-QUALIFIED GEO-TECHNICAL FIRM APPROVED BY THE TOWN MUST BE ON SITE FULL TIME WHILE THE UTILITIES AND
ROADWAYS ARE BEING CONSTRUCTED.
2.DOCUMENTATION OF MOISTURE CONTENT, COMPACTION, DENSITY, GEOGRID DESIGN CRITERIA, ETC. MUST BE PROVIDED
TO TOWN INSPECTOR.
3.ALL ROADWAYS WILL HAVE TO BE PROOF-ROLLED AT BOTH SUB GRADE AND STONE GRADE BY TOWN INSPECTOR AS
WELL.
4.THE STANDARD ROADWAY CROSS-SECTION WILL BE WOVEN GEO-FABRIC DESIGN CRITERIA HP 270 OR EQUAL ON ENTIRE
ROAD (AND MUST BE APPROVED BY THE TOWN OF HOLLY SPRINGS), 7” ABC STONE, WITH ASPHALT COMPLETED IN
STAGED CONSTRUCTION OF 2.5” I-19 ASPHALT AND 1.5” S9.5C IN STAGE ONE AND 1.5” S9.5C FINAL OVERLAY INITIAL
ONE-YEAR WARRANTY WITH AN ADDITIONAL YEAR EXTENSION STARTING AFTER FINAL OVERLAY SHALL BE REQUIRED FOR
ROADWAYS. FOR THE EXTENDED WARRANTY PERIOD, IT WILL BE REQUIRED TO POST A BOND, LOC, OR CASH FOR 50% OF
ACTUAL COST OF ROADWAY (STORM DRAINAGE, CURB & GUTTER, SIDEWALK AND PAVEMENT).
5.WHERE MANHOLES ARE LOCATED IN STREETS IT WILL BE REQUIRED TO HAVE SUITABLE OFF-SITE STRUCTURAL MATERIAL
OR ABC STONE TO BACKFILL AROUND EXCAVATION OF MANHOLES UP TO SUBGRADE.
6.AN ADDITIONAL FOOT OF STONE WILL BE REQUIRED 10' EITHER SIDE OF MANHOLE FOR ENTIRE WIDTH OF ROADWAY.
ADDITIONAL MEASURES MAY BE DEEMED NECESSARY BY THE TOWN PENDING SEVERITY OF THE SOILS.
THE PAVEMENT THICKNESS OF ANY STREET SHALL, AT A MINIMUM, EQUAL THE DESIGN SHOWN IN THE STANDARD DETAILS
SECTION OF THESE STANDARDS FOR THE VARIOUS STREET WIDTHS.
APPROVED PAVEMENT DESIGN METHODS INCLUDE THOSE AS PROPOSED BY NCDOT, THE 1986 AASHTO GUIDELINES AND THE
1981 ASPHALT INSTITUTE MS 1 DOCUMENT.
THE AASHTO METHOD WILL REQUIRE USE OF A TERMINAL SERVICEABILITY INDEX OF 2.0 FOR COLLECTORS AND 2.5 FOR
THOROUGHFARES, SO = 0.49 FOR FLEXIBLE PAVEMENT AND SO = 0.39 FOR RIGID PAVEMENTS, AND A RELIABILITY OF 98% FOR
THOROUGHFARES AND A RELIABILITY OF 95% FOR COLLECTORS.
ALL STREETS MAINTAINED BY THE NCDOT MUST RECEIVE APPROVAL OF THE PAVEMENT DESIGN FROM NCDOT PRIOR TO THE
BEGINNING OF CONSTRUCTION. NORMAL CROWN FOR THE PAVEMENT SECTION SHALL BE ¼”/FOOT, EXCEPT AS APPROVED
FOR SUPERELEVATED CROSS[1]SECTIONS
INDEX OF SHEETS
COVER
EXISTING CONDITIONS
OVERALL SITE PLAN
SITE PLAN
SITE PLAN
SITE PLAN
SITE PLAN
SITE PLAN
OPEN SPACE PLAN & DETAILS
SIGNING AND MARKING PLAN
OVERALL UTILITY PLAN
UTILITY PLAN
UTILITY PLAN
UTILITY PLAN
UTILITY PLAN
UTILITY PLAN
OVERALL STORM DRAINAGE & GRADING PLAN
STORM DRAINAGE & GRADING PLAN
STORM DRAINAGE & GRADING PLAN
STORM DRAINAGE & GRADING PLAN
STORM DRAINAGE & GRADING PLAN
STORM DRAINAGE TABLES
GENERAL EROSION CONTROL NOTES
OVERALL PRE - EROSION CONTROL PLAN
PRE- EROSION CONTROL PLANS
OVERALL POST EROSION CONTROL PLAN
POST EROSION CONTROL PLANS
ROADWAY PLANS AND PROFILE
ROADWAY PLANS AND PROFILE
ROADWAY PLANS AND PROFILE
ROADWAY PLANS AND PROFILE
ROADWAY PLANS AND PROFILE
ROADWAY PLANS AND PROFILE
ROADWAY PLANS AND PROFILE
ROADWAY PLANS AND PROFILE
ROADWAY PLANS AND PROFILE
ROADWAY PLANS AND PROFILE
ROADWAY PLANS AND PROFILE
ROADWAY PLANS AND PROFILE
GREENWAY PLANS AND PROFILE
SS OUTFALLS PLAN AND PROFILE
WOODS CREEK RD PLAN AND PROFILE
SCM PLAN AND DETAILS
CULVERT PLANS AND PROFILE
DETAILS
NCDEQ NCGO1 PLAN SHEET
LANDSCAPE PLANS
LANDSCAPE DETAILS
TREE PRESERVATION PLAN
TREE PRESERVATION AERIAL
SITE LIGHTING PLAN
SITE LIGHTING PLAN - NO GRID
HEADWALL & WINGS FOR 60" CULVERT STREET C, TRIB 3
HEADWALL & WINGS FOR 60" CULVERT STREET C, TRIB 3
SHT 0.0
SHT 1.0
SHT 2.0
SHT 2.1-2.2
SHT 2.3-2.6
SHT 2.7
SHT 2.8-2.9
SHT 2.10-2.11
SHT 2.12 - 2.18
SHT 2.19
SHT 3.0
SHT 3.1-3.2
SHT 3.3-3.6
SHT 3.7
SHT 3.8-3.9
SHT 3.10-3.11
SHT 4.0
SHT 4.1-4.2
SHT 4.3-4.5
SHT 4.6
SHT 4.7
SHT 4.8-4.10
SHT 5.0
SHT 5.1
SHT 5.2 - 5.8
SHT 5.9
SHT 5.10 - 5.16
SHT 6.1-6.2
SHT 6.3
SHT 6.4
SHT 6.5
SHT 6.6
SHT 6.7-6.9
SHT 6.10-6.14
SHT 6.15-6.17
SHT 6.18-6.19
SHT 6.20
SHT 6.21
SHT 6.22
SHT 6.23
SHT 6.24 - 6.26
SHT 6.27 - 6.28
SHT 7.0 - 7.6
SHT 7.7 - 7.9
SHT 8.0 - 8.5
SHT 8.6
SHT L1.0 - L1.9
SHT L2.0 - 2.1
SHT L3.0
SHT L3.1
SHT 21-0031A (1-3)
SHT 21-0031A-NO GRID (1-3)
S1.0 - S1.3
S2.0 - S2.1
2ND SUBMITTAL DATE: DECEMBER 1, 2023
DocuSign Envelope ID: FF1786C6-82CB-4C1A-BF3D-B6E03852A677
12/7/2023
12/6/2023
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per BM 2018, PG 1969
10' PRIVATE REUSE LINE EASEMENT
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30280260.63CMP INV 10'W 7.2'H
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I
V
E
(8
2
'

P
U
B
L
I
C

R
.
O
.
W
.
)
CAROLINA SPRINGS BLVD.
(82' PUBLIC R.O.W.)
ALLEY 3
(25' PRIVATE EASEMENT)
AL
L
E
Y

4
(2
5
'

P
R
I
V
A
T
E

E
A
S
E
M
E
N
T
)
AL
L
E
Y

5
(2
5
'

P
R
I
V
A
T
E

A
L
L
E
Y
)
SAND
VOLLEYBALL
PLAYGROUND
PLAY LAWN
POOL, +/- 3000 SF
RE: POOL PLANS BY OTHERS
TERRACE
T
320
NATURAL
AREA
SITE LEGEND:
PROPOSED BUILDING
PROPOSED POOL
CONCRETE PED. PAVING
VEHICULAR CONCRETE PAVING
CONCRETE CONTROL JOINT [TYP]
CONCRETE EXPANSION JOINT [TYP]
PEDESTRIAN PAVERS
VEHICULAR PAVERS
STANDARD ASPHALT PAVING
HEAVY DUTY ASPHALT PAVING
WASHED SAND
ENGINEERED WOOD FIBER MULCH
CONCRETE BAND (FLUSH)
TRUNCATED DOME PAVER
CURB AND GUTTER
FLUSH CURB
ADA CURB RAMP
DECORATIVE CROSSWALK
STANDARD STRIPED CROSSWALK
NO-PARKING AREA
PROPOSED SIGN
SYMBOL DESCRIPTION
S
EROSION CONTROL LEGEND:
TEMPORARY INLET PROTECTION
TEMPORARY CONSTRUCTION ENTRANCE
LIMITS OF DISTURBANCE
TEMPORARY TREE PROTECTION FENCE
TEMPORARY SILT FENCE
TEMPORARY CONCRETE WASHOUT
SYMBOL DESCRIPTIONPEDESTRIAN PAVING [PP-]
PP-01 - CONCRETE PED. PAVING
PP-02 - COLORED CONC. PED PAVING
PP-03 - PEDESTRIAN PAVERS
PP-05 - DECORATIVE GRAVEL
VEHICULAR PAVING [VP-]
VP-01 - ASPHALT VEHICULAR PAVING
VP-02 - HD ASPHALT VEHICULAR PAVING
VP-03 - CONCRETE VEHICULAR PAVING
VP-04 - VEHICULAR PAVERS
VP-06 - VEHICULAR PAVERS
CURBING [CB-]
CB-01 - 24" CURB AND GUTTER
SITE WALLS [SW-]
SW-01 - STONE RETAINING WALL
SW-02 - SEGMENTAL BLOCK RET. WALL
STAIRS/RAMPS [SR-]
SR-01 - CONCRETE STAIRS
SR-02 - ADA CURB RAMP
SR-03 - ADA SITE RAMP
FENCING [F-]
F-01 - BLACK ALUMINUM FENCING
F-02 - BLACK ALUMINUM GATE
FURNISHINGS [FR-]
FR-01 - BENCH
FR-02 - BIKE RACK
FR-03 - BIKE REPAIR STATION
FR-04 - WASTE RECEPTACLE
FR-05 - GRILL STATION
FR-06 - FIRE PIT
MISCELLANEOUS [ML-]
ML-01 - STEEL EDGING
ML-02 - PROPOSED LIGHT POLE
ML-03 - PLANT BED
ML-04 - LAWN AREA
ML-05 - CHARGING STATION
ML-06 - HANDICAP PARKING SIGN
LABELS LEGEND:
S
SITE LEGEND:
PROPOSED BUILDING
PROPOSED POOL
CONCRETE PED. PAVING
VEHICULAR CONCRETE PAVING
PEDESTRIAN PAVERS
VEHICULAR PAVERS
STANDARD ASPHALT PAVING
HEAVY DUTY ASPHALT PAVING
WASHED SAND
ENGINEERED WOOD FIBER MULCH
CONCRETE BAND (FLUSH)
TRUNCATED DOME PAVER
CURB AND GUTTER
FLUSH CURB
ADA CURB RAMP
DECORATIVE CROSSWALK
STANDARD STRIPED CROSSWALK
NO-PARKING AREA
PROPOSED SIGN
SAFETY RAILING
BLACK ALUM. FENCE
BLACK ALUM. GATE
RETAINING WALL
SITE WALL
COLUMN
VUA. LIGHT POLE
PED. LIGHT POLE
WASTE RECEPTACLE
BENCH
BIKE RACK
BIKE REPAIR STATION
TABLES
FIRE PIT
CHARCOAL GRILL
CONCRETE CORN HOLE BOARD
DECORATIVE BOLLARD
SETBACK LINE
TEMPORARY TREE PROTECTION FENCE
PROPOSED EASEMENT [RE: SITE PLAN]
FIRE LANE STRIPING
PAVEMENT DIRECTION ARROWS
SYMBOL DESCRIPTION
DRAINAGE & GRADING LEGEND:
EXISTING CONTOUR MINOR
EXISTING CONTOUR MAJOR
EXISTING CURB INLET
EXISTING CATCH BASIN
EXISTING STORM PIPE
EXISTING FLARED END SECTION
PROPOSED CONTOUR MINOR
PROPOSED CONTOUR MAJOR
PROPOSED CURB INLET
PROPOSED CATCH BASIN
PROPOSED STORM PIPE
PROPOSED FLARED END SECTION
PROPOSED RETAINING WALL
PROPOSED SILT FENCE
PROPOSED TREE PROTECTION FENCE
SYMBOL DESCRIPTION
UTILITIES LEGEND:
EXISTING WATER SERVICE METER
EXISTING BACKFLOW PREVENTOR
EXISTING PROPOSED FIRE HYDRANT
EXISTING FDC
EXISTING WATER LINE
EXISTING RECLAIMED WATER LINE
EXISTING SEWER SERVICE
EXISTING CLEAN OUT
EXISTING SANITARY SEWER LINE
EXISTING SANITARY SEWER MAN HOLE
PROPOSED WATER SERVICE METER
PROPOSED BACKFLOW PREVENTOR
PROPOSED PROPOSED FIRE HYDRANT
PROPOSED FDC
PROPOSED WATER LINE
PROPOSED RECLAIMED WATER LINE
PROPOSED SEWER SERVICE
PROPOSED CLEAN OUT
PROPOSED SANITARY SEWER LINE
PROPOSED SANITARY SEWER MAN HOLE
SYMBOL DESCRIPTION
S
S
CLUBHOUSE
POO
L

H
O
U
S
E
/
BAT
H
R
O
O
M
S
CONCRETE CONTROL JOINT [TYP]
CONCRETE EXPANSION JOINT [TYP]
KIO
S
K

1
KIO
S
K

2
WETLANDS (TYP)
30' HOLLY SPRINGS
CAFE FEAR BUFFER
WETLANDS (TYP)
EXISTING POND
TO REMAIN
DUKE ENERGY PROGRESS LLC
FORMERLY
FIRST CITIZENS BANK TRACT
(SEE DB 2086, PG. 677 & CP&L DRAWING #L-D-2581)
DUKE LAND UNIT #1183088
PIN: 0730634462
LAND USE: STATE ASSESSED
WAKE COUNTY
DUKE ENERGY PROGRESS LLC
REMAINDER OF
SONYA WILSON
DB 2260, PG. 649
PIN: 0730457251
LAND USE: VACANT
ZONING: R30
TOWN OF HOLLY SPRINGS ETJ
MARY HARRIS
DB 2260, PG. 670 & 99-E-2225
PIN: 0730545847
LAND USE: SINGLE FAMILY
ZONING: R30
TOWN OF HOLLY SPRINGS ETJ
MATTIE HARRIS HEIRS
DB 9105, PG. 2362 & 16-E-2429
PIN: 0730644708
LAND USE: VACANT
ZONING:R30
TOWN OF HOLLY SPRINGS ETJ
DELORES HORTON
DB 8201, PG. 2115
PIN: 0730652261
LAND USE: MOBILE
ZONING: R30
TOWN OF HOLLY SPRINGS ETJ
DB 12651, PG. 1128
PIN: 0730852539
LAND USE: VACANT
ZONING: SD (APEX)
TOWN OF APEX
S
R

1
1
5
4

-

W
O
O
D
S

C
R
E
E
K

R
O
A
D
(
6
0
'

P
U
B
L
I
C

R
/
W

D
B
.

9
2
6
4

P
G
.

2
9
5
)
WO
O
D
F
I
E
L
D

D
E
A
D

E
N
D

R
O
A
D
(82
'

P
U
B
L
I
C

R
O
W
)
WETLANDS (TYP)
30' HOLLY SPRINGS
CAPE FEAR BUFFER
30' HOLLY SPRINGS
CAPE FEAR BUFFER
WETLANDS
(TYP)
WETLANDS (TYP)
30' HOLLY SPRINGS
CAPE FEAR BUFFER
30' HOLLY SPRINGS
CAPE FEAR BUFFER
30' HOLLY SPRINGS
CAPE FEAR BUFFER
5
0
'

C
A
R
D
I
N
A
L

P
I
P
E
L
I
N
E

C
O
M
P
A
N
Y
,

L
L
C
&

C
A
R
D
I
N
A
L

E
X
T
E
N
S
I
O
N

C
O
M
P
A
N
Y

R
/
W
D
B

1
4
0
3
3
,

P
G
.

1
2
6
2
50' DIXIE PIPELINE C
O
M
P
A
N
Y

R
/
W
DB 2758, PG. 643
LENNAR CAROLINAS LLC
DB 17612, PG. 1928
PIN: 0730533724
LAND USE: VACANT
ZONING: PUD
TOWN OF HOLLY SPRINGS
WETLANDS (TYP)
30' HOLLY SPRINGS
CAFE FEAR BUFFER
SCM 8
WET DETENTION
POND
SCM 10
WET DETENTION
POND
25' ROW
DEDICATION
SCM 7
CONSTRUCTED
WETLANDS
FUTURE PUMP STATION #2
(FINAL LOCATION TO BE DETERMINED)
PROPOSED
BOC
BY
OTHERS
10' ASPHALT MULTI-USE
TRAIL (TYP)
LENNAR CAROLINAS LLC
DB 17612, PG. 1928
PIN: 0730533724
LAND USE: VACANT
ZONING: PUD
TOWN OF HOLLY SPRINGS
LENNAR CAROLINAS LLC
DB 17612, PG. 1928
PIN: 0730533724
LAND USE: VACANT
ZONING: PUD
TOWN OF HOLLY SPRINGS
CAPITAL PROPERTIES II LLC
DB 17612, PG. 1928
PIN: 0730842712
LAND USE: VACANT
ZONING: PUD
TOWN OF HOLLY SPRINGS
CAPITAL PROPERTIES II LLC,
LENNAR CAROLINAS LLC
DB 17612, PG. 1928
PIN: 0730834534
LAND USE: VACANT
ZONING: PUD
TOWN OF HOLLY SPRINGS
CAROLINA SPRINGS BOULEVARD
(82' PUBLIC ROW)
CARO
L
I
N
A

S
P
R
I
N
G
S

B
O
U
L
E
V
A
R
D
(82' P
U
B
L
I
C

R
O
W
)
EXISTING EOP
EXISTING
12 OAKS
SUBDIVISION
50' DIXIE PIPEL
I
N
E

C
O
M
P
A
N
Y

R
/
W
DB 2758, PG. 64
3
SCM 6
CONSTRUCTED
WETLANDS
SCM 12
WET DETENTION
POND
SCM 9
WET DETENTION POND
WETLANDS (TYP)
FUTURE AMENITY SITE
FUTURE
TOWN PARK AREA
25 AC
(TO BE DEDICATED)
CAROLINA SPRINGS BOULEVARD
(55' PUBLIC ROW)
FUTURE ROAD
EXTENSION (BY OTHERS)
W
O
O
D
F
I
E
L
D

D
E
A
D

E
N
D
R
O
A
D

(
8
2
'

P
U
B
L
I
C

R
O
W
)
PROJECT
LIMITS
S
R

1
1
5
4

-

W
O
O
D
S

C
R
E
E
K

R
O
A
D
(
E
X
I
S
T
I
N
G

6
0
'

P
U
B
L
I
C

R
/
W

D
B

9
2
6
4

P
G

2
9
5
)
AL
L
E
Y

8
(2
5
'

A
C
C
E
S
S
EA
S
E
M
E
N
T
)
FAIRPORT LANE
(51' PUBLIC R/W)
STREET K
(25' ACCESS EASEMENT)
AL
L
E
Y

5
(2
5
'

A
C
C
E
S
S

E
A
S
E
M
E
N
T
)
FLOODWAY
FEMA 100 YEAR
FLOODPLAIN
EXISTING LOCAL
100 YEAR FLOODPLAIN
PROPOSED LOCAL
100 YEAR FLOODPLAIN
VILLAGE SQUARE /
NEIGHBORHOOD
DISTRICT CENTER
DIVIDING BOUNDARY LINE
CAR
O
V
A

B
E
N
D
(55
'

P
U
B
L
I
C

R
O
W
)
C
A
R
O
V
A

B
E
N
D
(5
5
'

P
U
B
L
I
C

R
O
W
)
ST
R
E
E
T

G
(5
5
'

P
U
B
L
I
C

R
O
W
)
AL
L
E
Y

4
(2
5
'

A
C
C
E
S
S

E
A
S
E
M
E
N
T
)
CALVAND
E
R

L
A
N
E
(51' PUBL
I
C

R
O
W
)
CAR
O
V
A

B
E
N
D
(55'

P
U
B
L
I
C

R
O
W
)
STR
E
E
T

G
(55
'

P
U
B
L
I
C

R
O
W
)
ALL
E
Y

4
(25
'

A
C
C
E
S
S

E
A
S
E
M
E
N
T
)
ST
R
E
E
T

G
(5
5
'

P
U
B
L
I
C

R
O
W
)
AL
L
E
Y

4
(2
5
'

A
C
C
E
S
S

E
A
S
E
M
E
N
T
)
ST
R
E
E
T

L
(5
5
'

P
U
B
L
I
C

R
O
W
)
STREET D
(55' PUBLIC ROW)STREET D
(55' PUBLIC ROW)
AL
L
E
Y

2
(2
5
'

A
C
C
E
S
S

E
A
S
E
M
E
N
T
)
ALLEY 3
(25' ACCESS EASEMENT)
ST
R
E
E
T

M
(5
5
'

P
U
B
L
I
C

R
O
W
)
STREET R
(55' PUBLIC ROW)
STREET D
(55' PUBLIC ROW)
ST
R
E
E
T

C
(5
5
'

P
U
B
L
I
C

R
O
W
)
AL
L
E
Y

7
(VA
R
I
A
B
L
E

W
I
D
T
H

A
C
C
E
S
S

E
A
S
E
M
E
N
T
)
WETLANDS (TYP)
ALLEY 1
(25' ACCESS EASEMENT)ALLEY 1
(25' ACCESS EASEMENT)
FUTURE PHASE
FUTURE PHASE
PUD BOUNDARY
PUD BOUNDARY
POCKET PARK 1
HHI TRINITY APEX INVESTMENTS LLC
DB 12651 PG 1128
PIN: 0730852539
POCKET PARK 2
PUD BOUNDARY
ALLEY 11
(25' ACCESS EASEMENT)
SEE SEPARATE PLAN SET
FOR PUMP STATION #1
TOHS# 17-29-PSS
AL
L
E
Y

9
(2
5
'

A
C
C
E
S
S
EA
S
E
M
E
N
T
)
AL
L
E
Y

9
(2
5
'

A
C
C
E
S
S
EA
S
E
M
E
N
T
)
EXISTING
PROPERTY LINE
WETLANDS (TYP)
SEE SEPARATE CAROLINA SPRINGS BLVD.
PLAN SET FOR MORE INFORMATION SHOWN
FOR REFERENCE ONLY
FLOODWAY
EXISTING
PROPERTY LINE
EXISTING
PROPERTY LINE
PROJECT LIMITS
PROPOSED
PROPERTY LINE
ALLEY 10
(35' ACCESS EASEMENT)
DUKE ENERGY PROGRESS INC
DB 15289 PG 2437
PIN 0730712692
FUTURE VILLAGE
SQUARE EAST 30' HOLLY SPRINGS
CAPE FEAR BUFFER
WETLANDS (TYP)
ALL
E
Y

6
(25'
A
C
C
E
S
S

E
A
S
E
M
E
N
T
)
ALLEY 1
(VARIABLE WIDTH ACCESS EASEMENT)
SCM #9
LELAND CREST DRIVE
(82' PUBLIC ROW)
50' DIXIE PIPELINE COMPANY R/W
DB 2758, PG. 643
50' DIXIE PIPEL
I
N
E

C
O
M
P
A
N
Y

R
/
W
DB 2758, PG. 64
3
50' DIXIE PIPELINE COMPANY R/W
DB 2758, PG. 643
G G G G G G G G G
G
G
G
G
G
G
G
G
G
G G G G G G
x
x
W
FM
FM
FM
FM
FM
F
M
Revisions
K:
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Sheet No.
Designer
Drawn By
Date
Job No.
Wi
t
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e
r
s
R
a
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e
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l
11
5

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02190372.20
08/28/23
WR
WR
1 inch = 200 ft.
200
GRAPHIC SCALE
0 100 200 400
OV
E
R
A
L
L

S
I
T
E

P
L
A
N
C2.0
GENERAL & SITE PLAN NOTES:
1.ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE TOWN OF HOLLY SPRINGS STANDARD SPECIFICATIONS
AND DETAILS.
2.BOUNDARY AND TOPOGRAPHIC INFORMATION BASED ON SURVEY BY BATEMAN AND WITHERSRAVENEL, INC.
3.WETLANDS AND RIPARIAN BUFFERS DELINEATED BY S&EC AND SURVEYED BY WITHERSRAVENEL.
4.ALL ADJOINER ZONING INFORMATION IS TOWN OF HOLLY SPRINGS ZONING UNLESS NOTED OTHERWISE.
5.CONTRACTOR SHALL LOCATE ANY AND ALL UTILITIES PRIOR TO START OF CONSTRUCTION. NOTIFY ENGINEER IN
WRITING OF ANY CONFLICTS WHICH MAY REQUIRE REVISION TO THESE PLANS.
6.EXISTING VISIBLE ABOVE-GROUND UTILITY INFORMATION BASED ON SURVEY BY WITHERSRAVENEL, INC. AND
SUPPLEMENTED OUTSIDE OF THE PROJECT BOUNDARY BY GIS LIDAR.
7.DELINEATED WETLAND AND RIPARIAN BUFFER AREAS SHALL NOT BE CLEARED, DRAINED OR OTHERWISE
DISTURBED UNLESS SPECIFICALLY PERMITTED BY THE U.S. ARMY CORPS OF ENGINEERS AND NCDENR-DWQ.
8.THE RESTRICTIVE COVENANTS FOR THE SUBDIVISION SHALL BE RECORDED AT WAKE COUNTY REGISTER OF DEEDS
PRIOR TO THE RECORDATION OF ANY LOTS.
9.CONSTRUCTION DRAWING APPROVAL IS REQUIRED BEFORE CONSTRUCTION CAN BEGIN. ALL APPLICABLE FEES
SHALL ALSO BE PAID PRIOR TO CONSTRUCTION DRAWING APPROVAL ON A SECTION BY SECTION BASIS.
10.REGULATORY FEMA MAPPED FLOODPLAINS DO NOT EXIST ON THIS SITE PER FIRM 3720064800J, DATED MAY 2, 2006.
11.TREE PROTECTION FENCING SHALL BE PROVIDED ALONG ALL VEGETATED RIPARIAN AND VEGETATED PERIMETER
BUFFER AREAS.
12.ALL ONSITE POWER LINES WILL BE PROVIDED UNDERGROUND TO DUKE ENERGY PROGRESS STANDARDS.
13.PARKS AND RECREATION FEE WILL BE FINALIZED PRIOR TO LOT RECORDING.
14.NO FILL MATERIAL MAY BE ADDED TO NRB ZONE 1 (INNER 30') AND NO STRUCTURES ARE ALLOWED WITHIN ANY OF
THE BUFFER AREAS UNLESS SPECIFICALLY PERMITTED BY THE TOWN OF HOLLY SPRINGS AND/OR NCDWQ.
15.COMMON OPEN SPACE INCLUDING LANDSCAPE BUFFER AREAS SHALL BE MAINTAINED BY HOMEOWNERS
ASSOCIATION.
16.STREET LIGHTING SHALL BE REQUIRED FOR THIS PROJECT AND BE DESIGNED AND CONSTRUCTED WITHIN
ACCORDANCE TO HOLLY SPRINGS AND DUKE ENERGY PROGRESS ENERGY POLICIES AND STANDARDS. ADJACENT
ROADWAYS WILL BE REQUIRED TO BE LIGHTED PRIOR TO THE FIRST C.O. AND INTERNAL ROADWAYS MUST BE
LIGHTED PRIOR TO STREET ACCEPTANCE FOR 1 YEAR WARRANTY.
17.ALL RETAINING WALLS SHALL REQUIRE A BUILDING PERMIT. WALLS GREATER THAN 4' IN HEIGHT WILL REQUIRE
ENGINEERING DESIGN APPROVAL AT CONSTRUCTION DRAWING REVIEW AS WELL AS A BUILDING PERMIT. NO
UTILITIES SHALL CONFLICT WITH STRUCTURAL REINFORCEMENT OF THE WALL.
18.LOCATION OF STREET TREES AND STREET LIGHTING WILL BE FIELD-COORDINATED BY THE DEVELOPER TO
ELIMINATE CONFLICTS.
19.INTERNAL ROADWAYS MUST BE LIGHTED PRIOR TO FIRST CO AND ALLADJACENT ROADWAYS WILL BE REQUIRED TO
BE LIGHTED PRIOR TO STREET ACCEPTANCE FOR 1-YEAR WARRANTY.
20.ALL NEW UTILITY LINES(POWER, CABLE, ETC.) MUST BE UNDERGROUND.
SECTION 1B
SECTION 2
SECTION 3
SECTION 5
SECTION 4
SECTION 1A
RECORD DRAWING NOTES:
1.THIS RECORD DRAWING SET OF PLANS IS BASED ON FIELD SURVEY PREPARED BY
WITHERSRAVENEL. INFORMATION SHOWN HEREON IS COMPRISED OF EXISTING AND
PROPOSED CONDITIONS AS ORIGINALLY APPROVED BY THE TOWN OF HOLLY SPRINGS UNLESS
OTHERWISE NOTED.
2.THE SANITARY SEWER AND STORM SEWER ASSOCIATED WITH CAROLINA SPRINGS PHASE 1,
SECTION 2 HAVE BEEN PHYSICALLY SURVEYED AND THIS PLAN REPRESENTS, TO THE BEST OF
OUR KNOWLEDGE, THE HORIZONTAL AND VERTICAL LOCATIONS OF THESE UTILITIES.
3.THE WATERLINE INFORMATION SHOWN ON THESE PLANS IS FROM PERIODIC INSPECTIONS
CONDUCTED THROUGHOUT THE CONSTRUCTION PHASE OF THE PROJECT. WITHERSRAVENEL
MAKES NO GUARANTEE OF THE SURVEYED ACCURACY OF THE WATERLINE SHOWN.
4.WITHERSRAVENEL IS NOT HELD RESPONSIBLE FOR INACCURACIES IN PLANS DUE TO SKETCHES
OR OTHER INFORMATION RECEIVED FROM CONTRACTOR(S) THAT DO NOT ACCURATELY
REFLECT FINISHED CONSTRUCTION FIELD CONDITIONS.
I certify that these as-builts are accurate and that each of the items listed on the Town’s “As-Built
Checklist” as contained in the Town of Holly Springs Engineering Design and Construction
Standards is provided on this set of as-built drawings (26 total sheets in this set). I certify that
all of the information provided is field-verified as-built information.
(Seal) ________________________________ ___________________
Signature Registered Land Surveyor Date
(Seal) ________________________________ ___________________
Signature by Professional Engineer Date
_____________________________________ ______________
Acceptance by Construction Inspector Date
N O R T H C A RO
L
I
N
A
C
U
R
TIS M . B L A Z I E R
PR O F E SSIO
N
A
L
E
NGI N E E R
SEAL
033840
N O R T H C A RO
L
I
N
A
B
E
N
J
A
MIN E . D A Y T ON
PR O F E SSIO
N
A
L
L
A
N
D
SU R V E Y O
R
SEAL
L-4390
5. IN STREETS AND UTILITIES LOCATED IN THE TRIASSIC BASIN AS SHOWN IN TOHS DETAIL HS356
(WHERE TRIASSIC SOILS ON COMPRESSIBLE MINIATURE TRIASSIC SEDIMENTARY ROCK-LIKE MATERIAL
EXISTS) THERE WILL BE CERTAIN SPECIAL CRITERIA REQUIRED FOR ROADWAY CONSTRUCTION.
THE FOLLOWING MINIMUMS WILL BE REQUIRED OF DEVELOPERS:
1.PRE-QUALIFIED GEO-TECHNICAL FIRM APPROVED BY THE TOWN MUST BE ON SITE FULL TIME
WHILE THE UTILITIES AND ROADWAYS ARE BEING CONSTRUCTED.
2.DOCUMENTATION OF MOISTURE CONTENT, COMPACTION, DENSITY, GEOGRID DESIGN CRITERIA,
ETC. MUST BE PROVIDED TO TOWN INSPECTOR.
3.ALL ROADWAYS WILL HAVE TO BE PROOF-ROLLED AT BOTH SUB GRADE AND STONE GRADE BY
TOWN INSPECTOR AS WELL.
4.THE STANDARD ROADWAY CROSS-SECTION WILL BE WOVEN GEO-FABRIC DESIGN CRITERIA HP 270
OR EQUAL ON ENTIRE ROAD (AND MUST BE APPROVED BY THE TOWN OF HOLLY SPRINGS), 7” ABC
STONE, WITH ASPHALT COMPLETED IN STAGED CONSTRUCTION OF 2.5” I-19 ASPHALT AND 1.5”
S9.5C IN STAGE ONE AND 1.5” S9.5C FINAL OVERLAY INITIAL ONE-YEAR WARRANTY WITH AN
ADDITIONAL YEAR EXTENSION STARTING AFTER FINAL OVERLAY SHALL BE REQUIRED FOR
ROADWAYS. FOR THE EXTENDED WARRANTY PERIOD, IT WILL BE REQUIRED TO POST A BOND, LOC,
OR CASH FOR 50% OF ACTUAL COST OF ROADWAY (STORM DRAINAGE, CURB & GUTTER,
SIDEWALK AND PAVEMENT).
5.WHERE MANHOLES ARE LOCATED IN STREETS IT WILL BE REQUIRED TO HAVE SUITABLE OFF-SITE
STRUCTURAL MATERIAL OR ABC STONE TO BACKFILL AROUND EXCAVATION OF MANHOLES UP TO
SUBGRADE.
6.AN ADDITIONAL FOOT OF STONE WILL BE REQUIRED 10' EITHER SIDE OF MANHOLE FOR ENTIRE
WIDTH OF ROADWAY.
ADDITIONAL MEASURES MAY BE DEEMED NECESSARY BY THE TOWN PENDING SEVERITY OF THE SOILS.
THE PAVEMENT THICKNESS OF ANY STREET SHALL, AT A MINIMUM, EQUAL THE DESIGN SHOWN IN THE
STANDARD DETAILS SECTION OF THESE STANDARDS FOR THE VARIOUS STREET WIDTHS.
APPROVED PAVEMENT DESIGN METHODS INCLUDE THOSE AS PROPOSED BY NCDOT, THE 1986 AASHTO
GUIDELINES AND THE 1981 ASPHALT INSTITUTE MS 1 DOCUMENT.
THE AASHTO METHOD WILL REQUIRE USE OF A TERMINAL SERVICEABILITY INDEX OF 2.0 FOR
COLLECTORS AND 2.5 FOR THOROUGHFARES, SO = 0.49 FOR FLEXIBLE PAVEMENT AND SO = 0.39 FOR
RIGID PAVEMENTS, AND A RELIABILITY OF 98% FOR THOROUGHFARES AND A RELIABILITY OF 95% FOR
COLLECTORS.
ALL STREETS MAINTAINED BY THE NCDOT MUST RECEIVE APPROVAL OF THE PAVEMENT DESIGN FROM
NCDOT PRIOR TO THE BEGINNING OF CONSTRUCTION. NORMAL CROWN FOR THE PAVEMENT SECTION
SHALL BE ¼”/FOOT, EXCEPT AS APPROVED FOR SUPERELEVATED CROSS[1]SECTIONS
239
240
241
242
238
231
215
230
214
229
221
213
101
236
228
220
212
100
235
227
219
99
91
234
218
98
90
233
217
97
89
232
224
216
88
223
92
93
94
95
102
103
104
105
106
107
108
109
111
112
110
96
226
225
222
243
244
85'
22
'
85'
22
'
22
'
85'
22
'
22
'
85'
22
'
27
'
86'
21
'
6'
89'
27
'
90'
27
'
22
'
91'
22
'
22
'
91'
22
'
28
'
91'
28
'
87'
27'
85'
27'
22'
85'
11'
11'
22'
85'
22'
22'
85'
22'
22'
85'
22'
27'
85'
27'
27'
85'
27'
85'
22'
85'
22'
22'
85'
22'
14'
85'
22'
8'
27
'
88'
27'
27
'
91'
27
'
90'
22
'
91'
22
'
22
'
90'
22
'
27
'
89'
27
'
86'
27
'
85'
27
'
22
'
3'
19
'
85'
22
'
27
'
27
'
87'
27
'
89'
27
'
90'
22
'
22
'90'
22
'
22
'90'
27
'
27
'
90'
85'
14'
13'
85'
27'
85'
22'
22'
85'
22'
22'
85'
22'
22'
85'
27'
27'
85'
27'
85'
27'
85'
22'
22'
85'
22'
22'
85'
28'
9'
19'
27
'
86'
27
'
87'
22
'
2'
20
'
88'
22
'
22
'
90'
22
'
22
'
91'
22
'
22
'
92'
29
'
29
'
93'
22
'
85'
22
'
22
'
85'
22
'
22
'
85'
22
'
22
'
85'
22
'
27
'
85'
27
'
40'
11
0
'
40'
11
0
'
40'
40'
11
0
'
40'
40'
11
0
'
40'
40'
11
0
'
40'
40'
11
0
'
11
0
'
14'
26'
40'
40'
10
5
'
40
'
19'19'19'26'26'
40'
36
'
T
320
TP
TP
TP
T
P
T
P
TP
TP
TP
CLUBHOUSE
POO
L

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1
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8
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P
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)
20
+
0
0
21
+
0
0
22+
0
0
23+
0
0
24+
0
0
25
+
0
0
26
+
0
0
27
+
0
0
PC: 20+51.04
PC: 24+62.12
PT
:

2
2
+
2
1
.
7
2
PT: 26+32.91
PC: 17+89.14
11
+
0
0
12
+
0
0
13+
0
0
14+
0
0
15+
0
0
16
+
0
0
17
+
0
0
18
+
0
0
PC: 14+93.36
PT
:

1
2
+
5
3
.
0
0
PT: 16+66.32
FA-RL
FA-RL
FA-RL
FA-RL
FA-RL
FA-RL
FA-RL
FA-RL
FA-RL
FA-RL
FA-RL
FA-RL
10+00
11+00
12+00
11
+
0
0
12
+
0
0
13
+
0
0
14+
0
0
15+
0
0
16+
0
0
17
+
0
0
18
+
0
0
PC: 12+05.27
PC: 16+16.34
PT
:

1
3
+
7
5
.
9
6
PT: 17+87.12
C3
L6
C4
L2
2
C1
5
L23
C1
6
L3
3
C1
8
L34
C1
9
20' PDE
20' PDE
CL-2C
CL-2C
CL-2C
CL-2C
CL-2C
CL-2C
CL-2C
TOP OF BANK
PROPOSED
5' SIDEWALK (TYP)
PROPOSED HIGH
VISIBILITY CROSSWALK (TYP.)
PRIVATE 10' ASPHALT MULTI-USE
TRAIL (TYP)
PRIVATE 30' MULTI-USE
TRAIL EASEMENT (TYP)
PROPOSED
5' BIKE LANE (TYP.)
PARKING (TYP.)
2.5' VALLEY
CURB (TYP)
'30 VALLEY CURB
PROPOSED
5' SIDEWALK (TYP)
PROJECT LIMITS
20' PDE
20' PDE
VILLAGE SQUARE /
NEIGHBORHOOD
DISTRICT CENTER
DIVIDING BOUNDARY LINE
PROPOSED HIGH
VISIBILITY CROSSWALK (TYP.)
PROJECT
LIMITS
FUTURE AMENITY SITE
FUTURE AMENITY SITE
FUTURE PHASE
PROPOSED
5' SIDEWALK (TYP)
BOOK NOOK POCKET PARK
(SEE SHEET 2.13)
PDE
20' PDE
VWDE
10' SIDEWALK
EASEMENT
10' SIDEWALK
EASEMENT
TYPE I NCDOT
ALTERNATE RAMP
5' SIDEWALK
EASEMENT
8
6
8
5
5
5
6
9
RETAINING WALL #6
WITH SAFETY RAILINGS
20' DE
30' HOLLY SPRINGS
CAPE FEAR BUFFER
7
BOC (TYP)
R=25'
BOC (TYP)
R=25'
ST
R
E
E
T

G
(5
5
'

P
U
B
L
I
C

R
O
W
)
(2
5
'

A
C
C
E
S
S

E
A
S
E
M
E
N
T
)
ALL
E
Y

4
(25
'

A
C
C
E
S
S

E
A
S
E
M
E
N
T
)
STR
E
E
T

G
(55
'

P
U
B
L
I
C

R
O
W
)
ST
R
E
E
T

G
(5
5
'

P
U
B
L
I
C

R
O
W
)
AL
L
E
Y

4
(2
5
'

A
C
C
E
S
S

E
A
S
E
M
E
N
T
)
LE
L
A
N
D

C
R
E
S
T

D
R
I
V
E
(8
2
'

P
U
B
L
I
C

R
O
W
)
ALLEY 3
(25' ACCESS EASEMENT)
4
4VARIABLE
WIDTH
PUE
PROPOSED LIGHT
POLE (TYP)
PROPOSED
LIGHT POLE
(TYP)
10' RETAINING WALL
EASEMENT
30'
PUE
END OF ROAD BARRICADE
END OF ROAD BARRICADE
20' PDE
20' DE
SEC
T
I
O
N
1B
SE
C
T
I
O
N

2
SE
C
T
I
O
N

1
B
SEC
T
I
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1B
SE
C
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I
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2
SE
C
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1
B
SEC
T
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1B
SE
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2
SE
C
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1
B
SEC
T
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1B
SE
C
T
I
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N

2
SE
C
T
I
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1
B
SE
C
T
I
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1
B
Revisions
K:
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1
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7
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A
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Sheet No.
Designer
Drawn By
Date
Job No.
Wi
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11
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02190372.20
08/28/23
WR
WR
SI
T
E

P
L
A
N
C2.3
GRAPHIC SCALE
1 inch = 30 ft.
30 0 15 30 60
SEE SHEET C2.2 FOR CONTINUATION
SEE SHEET C2.4 FOR CONTINUATION
SE
E

S
H
E
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T

C
2
.
6

F
O
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C
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LEGEND:
EXISTING WETLAND
TREE PRESERVATION AREA
30' TYPE B LANDSCAPE SCREEN - B-40
30' TYPE B LANDSCAPE SCREEN - B-75
30' TYPE B LANDSCAPE SCREEN - B-225
ABBREVIATION LEGEND
DE DRAINAGE EASEMENT (PUBLIC)
GE GREENWAY EASEMENT (PUBLIC)
PDE PRIVATE DRAINAGE EASEMENT
PGE PRIVATE GREENWAY EASEMENT
PUE PUBLIC UTILITY EASEMENT
SCMMAE SCM MAINTENANCE AND ACCESS EASEMENT
SDT SIGHT DISTANCE TRIANGLE
STE STREET TREE EASEMENT
VWDE VARIABLE WIDTH DRAINAGE EASEMENT (PUBLIC)
LE LANDSCAPE EASEMENT
NOT PART OF
THIS PHASE
NOT PART OF
THIS PHASE
NOT PART OF
THIS PHASE
I certify that these as-builts are accurate and that each of the items listed on the Town’s “As-Built
Checklist” as contained in the Town of Holly Springs Engineering Design and Construction
Standards is provided on this set of as-built drawings (26 total sheets in this set). I certify that
all of the information provided is field-verified as-built information.
(Seal) ________________________________ ___________________
Signature Registered Land Surveyor Date
(Seal) ________________________________ ___________________
Signature by Professional Engineer Date
_____________________________________ ______________
Acceptance by Construction Inspector Date
N O R T H C A RO
L
I
N
A
C
U
R
TIS M . B L A Z IE R
PR O F E SSIO
N
A
L
E
NGI N E E R
SEAL
033840
N O R T H C A RO
L
I
N
A
B
E
N
J A
MIN E . D A Y T ON
PR O F E SSIO
N
A
L
L
A
N
D
SU R V E YOR
SEAL
L-4390
RECORD DRAWING NOTES:
1.THIS RECORD DRAWING SET OF PLANS IS BASED ON FIELD SURVEY PREPARED BY
WITHERSRAVENEL. INFORMATION SHOWN HEREON IS COMPRISED OF EXISTING AND
PROPOSED CONDITIONS AS ORIGINALLY APPROVED BY THE TOWN OF HOLLY SPRINGS UNLESS
OTHERWISE NOTED.
2.THE SANITARY SEWER AND STORM SEWER ASSOCIATED WITH CAROLINA SPRINGS PHASE 1,
SECTION 2 HAVE BEEN PHYSICALLY SURVEYED AND THIS PLAN REPRESENTS, TO THE BEST OF
OUR KNOWLEDGE, THE HORIZONTAL AND VERTICAL LOCATIONS OF THESE UTILITIES.
3.THE WATERLINE INFORMATION SHOWN ON THESE PLANS IS FROM PERIODIC INSPECTIONS
CONDUCTED THROUGHOUT THE CONSTRUCTION PHASE OF THE PROJECT. WITHERSRAVENEL
MAKES NO GUARANTEE OF THE SURVEYED ACCURACY OF THE WATERLINE SHOWN.
4.WITHERSRAVENEL IS NOT HELD RESPONSIBLE FOR INACCURACIES IN PLANS DUE TO SKETCHES
OR OTHER INFORMATION RECEIVED FROM CONTRACTOR(S) THAT DO NOT ACCURATELY
REFLECT FINISHED CONSTRUCTION FIELD CONDITIONS.
5. IN STREETS AND UTILITIES LOCATED IN THE TRIASSIC BASIN AS SHOWN IN TOHS DETAIL HS356
(WHERE TRIASSIC SOILS ON COMPRESSIBLE MINIATURE TRIASSIC SEDIMENTARY ROCK-LIKE MATERIAL
EXISTS) THERE WILL BE CERTAIN SPECIAL CRITERIA REQUIRED FOR ROADWAY CONSTRUCTION.
THE FOLLOWING MINIMUMS WILL BE REQUIRED OF DEVELOPERS:
1.PRE-QUALIFIED GEO-TECHNICAL FIRM APPROVED BY THE TOWN MUST BE ON SITE FULL TIME
WHILE THE UTILITIES AND ROADWAYS ARE BEING CONSTRUCTED.
2.DOCUMENTATION OF MOISTURE CONTENT, COMPACTION, DENSITY, GEOGRID DESIGN CRITERIA,
ETC. MUST BE PROVIDED TO TOWN INSPECTOR.
3.ALL ROADWAYS WILL HAVE TO BE PROOF-ROLLED AT BOTH SUB GRADE AND STONE GRADE BY
TOWN INSPECTOR AS WELL.
4.THE STANDARD ROADWAY CROSS-SECTION WILL BE WOVEN GEO-FABRIC DESIGN CRITERIA HP 270
OR EQUAL ON ENTIRE ROAD (AND MUST BE APPROVED BY THE TOWN OF HOLLY SPRINGS), 7” ABC
STONE, WITH ASPHALT COMPLETED IN STAGED CONSTRUCTION OF 2.5” I-19 ASPHALT AND 1.5”
S9.5C IN STAGE ONE AND 1.5” S9.5C FINAL OVERLAY INITIAL ONE-YEAR WARRANTY WITH AN
ADDITIONAL YEAR EXTENSION STARTING AFTER FINAL OVERLAY SHALL BE REQUIRED FOR
ROADWAYS. FOR THE EXTENDED WARRANTY PERIOD, IT WILL BE REQUIRED TO POST A BOND, LOC,
OR CASH FOR 50% OF ACTUAL COST OF ROADWAY (STORM DRAINAGE, CURB & GUTTER,
SIDEWALK AND PAVEMENT).
5.WHERE MANHOLES ARE LOCATED IN STREETS IT WILL BE REQUIRED TO HAVE SUITABLE OFF-SITE
STRUCTURAL MATERIAL OR ABC STONE TO BACKFILL AROUND EXCAVATION OF MANHOLES UP TO
SUBGRADE.
6.AN ADDITIONAL FOOT OF STONE WILL BE REQUIRED 10' EITHER SIDE OF MANHOLE FOR ENTIRE
WIDTH OF ROADWAY.
ADDITIONAL MEASURES MAY BE DEEMED NECESSARY BY THE TOWN PENDING SEVERITY OF THE SOILS.
THE PAVEMENT THICKNESS OF ANY STREET SHALL, AT A MINIMUM, EQUAL THE DESIGN SHOWN IN THE
STANDARD DETAILS SECTION OF THESE STANDARDS FOR THE VARIOUS STREET WIDTHS.
APPROVED PAVEMENT DESIGN METHODS INCLUDE THOSE AS PROPOSED BY NCDOT, THE 1986 AASHTO
GUIDELINES AND THE 1981 ASPHALT INSTITUTE MS 1 DOCUMENT.
THE AASHTO METHOD WILL REQUIRE USE OF A TERMINAL SERVICEABILITY INDEX OF 2.0 FOR
COLLECTORS AND 2.5 FOR THOROUGHFARES, SO = 0.49 FOR FLEXIBLE PAVEMENT AND SO = 0.39 FOR
RIGID PAVEMENTS, AND A RELIABILITY OF 98% FOR THOROUGHFARES AND A RELIABILITY OF 95% FOR
COLLECTORS.
ALL STREETS MAINTAINED BY THE NCDOT MUST RECEIVE APPROVAL OF THE PAVEMENT DESIGN FROM
NCDOT PRIOR TO THE BEGINNING OF CONSTRUCTION. NORMAL CROWN FOR THE PAVEMENT SECTION
SHALL BE ¼”/FOOT, EXCEPT AS APPROVED FOR SUPERELEVATED CROSS[1]SECTIONS
117
204
383 382 379
422425426423424
214
213
212
211
210
404 405 406 407 408 410 411 412 413 414
419418417416
111
112
113
114
110
387
421
384
245 247 248 249
119118116
415 420
120
250
246
390392393395396
OPEN SPACE
244
409
385389
394
401 400 399 398
381 380
27
'
89'
86'
27
'
85'
27
'
22
'
3'
19
'
85'
22
'
22
'
85'
22
'
36
'
15'
7
3
'
37'
29
'
85'
18
'
40'
14
'
22
'
85'
8'
27
'
27
'
87'
22
'90'
27
'
27
'
90'
40'
40'
10
5
'
10
9
'
35'
11
0
'
22'
11
1
'
22'
11
1
'
22'
11
1
'
33'
11
1
'
11
1
'
33'
11
1
'
22'
11
1
'
22'
11
1
'
22'
11
1
'
33'
11
1
'
11
1
'
33'
11
1
'
22'
11
1
'
22'
11
1
'
22'
11
1
'
22'
11
1
'
39'
37
'
49
'
44
'
4'13'
10
'
29'
89
'
19'
89
'
19'
89
'
19'
89
'
89
'
89
'
24'
89
'
24'
89
'
89
'
19'
19'
89
'
19'
89
'
19'
89
'
19'24'
89
'
89
'
24'
89
'
89
'
19'19'
89
'
89
'
19'
90
'
19'33'
11
'
1
6
'
9'
3
9
'
53
'
16'
11
'
26'
10
1
'
19'
19'
10
1
'
19'
19'
10
1
'
19'
19'
10
1
'
19'
19'
10
1
'
24'
24'
10
1
'
24'
10
1
'
24'
10
1
'
24'
19'
10
1
'
19'
19'
10
1
'
19'
19'
10
1
'
19'
19'
10
0
'
19'
24'
99
'
19'
98
'
24'
98
'
61'
17'
19'
97
'
61'
19'
96
'
61
'
19'
95
'
61
'
19'
95
'
24'
43
'
61
'
39'
10
'
11'6'
85
'
29'
85
'
29'
85
'
22'
22'
85
'
22'
22'
85
'
22'
22'19'3'
85
'
22'
85
'
19'
85
'
85
'
19'
85
'
19'
85
'
26'
85
'
26'
85
'
9'
85
'
17'
10
'
13'4'
49
'
39'
85
'
19'
19'
85
'
19'
19'
85
'
19'
19'26'
85
'
26'
85
'
26'
85
'
26'
11
0
'
11
0
'
29'
11
0
'
29'
11
0
'
19'
19'
11
0
'
19'
19'
11
0
'
19'
19'
11
0
'
19'
19'14'
4
0
'
50
'
35
'
41'
3'
44'
53
'
115
76
'
40'
206208207 205
26'
36
'
42
'
30'
6'19'19'19'26'
209
10'
10
'
27'
397
402
391 388 386
403
430 427428429431
435 432433434436
39'
17'22'22'22'22'33'33'22'22'22'33'33'22'20'2'5'17'
35'
10'
2
0
'
10'
20'
10+00
11+00
12+00
13+00
14+00
15+00
16+00
17+00
PI
:

1
5
+
5
9
.
5
2
27
+
0
0
28
+
0
0
29
+
0
0
30
+
0
0
31
+
0
0
3
2
+
0
0
PC: 31+59.91
PT: 26+32.91
PT: 32+5
4
.
1
3
10
+
0
0
11
+
0
0
PC: 10+84.49
10+00
11+00
12+00
13+00
14+00
15+00
16+00
17+00
PI
:

1
5
+
5
5
.
8
0
DE-FL
DE-FL DE-FL
CA-RL
CA-RL CA-RL
CA-RL
CA-RL
CA-RL
CA-RL CA-RL
CA-RL
FA-RL
FA-RL
FA-RL
10
+
0
0
11
+
0
0
12
+
0
0
12
+
6
8
.
9
8
10+00
11+00
12+00
13+00
14+00
15+00
16+00
17+00
PI
:

1
5
+
1
2
.
3
4
10+00
11+00
12+00
19
+
0
7
.
8
5
18
+
0
0
19
+
0
0
PT: 17+87.12
L7
C5
C1
6
L2
4
L2
6
L3
5
20' PDE
20' PDE
DE
20' PDE
STR-FL
CL-2C
PDE
TOP OF BANK
BOC (TYP)
R=25'
R/W (TYP)
R=25'
PROPOSED HIGH
VISIBILITY CROSSWALK (TYP.)
34' B-B
15' B-B
BOC (TYP)
R=25'
R/W (TYP)
R=25'
BOC (TYP)
R=60'
R/W (TYP)
R=46'
EXISTING EOP
TIE TO EXISTING ROAD
2.5' VALLEY
CURB (TYP)
2.5' VALLEY
CURB (TYP)
2.5' VALLEY
CURB (TYP)
BOC (TYP)
R=60'
R/W (TYP)
R=46'
PROPOSED
5' BIKE LANE (TYP.)
20' PDE
20' PDE
20' PDE
PROPOSED HIGH
VISIBILITY CROSSWALK (TYP.)
FUTURE PHASE
30' PERIMETER
LANDSCAPE SCREEN
R/W (TYP)
R=25'
BOC (TYP)
R=25'
R/W (TYP)
R=25'
BOC (TYP)
R=25'
R/W (TYP)
R=25'
VILLAGE SQUARE/NEIGHBORHOOD
DISTRICT CENTER DIVIDING BOUNDARY LINE
34'
EOP -EOPBOC
R=18.5'
EOP
R=20'
17'
EOP
17'
EOP
17'
EOP
17'
EOP
17'
EOP
17'
EOP
BOC (TYP)
R=25'
BOC (TYP)
R=25'
R/W (TYP)
R=25'
ST
R
E
E
T

L
(5
5
'

P
U
B
L
I
C

R
O
W
)
PDE
PDE
PROPOSED
5' SIDEWALK (TYP)
PROPOSED
5' SIDEWALK (TYP)
PROPOSED
5' SIDEWALK (TYP)
DE
BOC (TYP)
R=60'
R/W
R=40'
LE (TYP)
RETAINING WALL #6
WITH SAFETY RAILINGS
BOC (TYP)
R=25'
BOC (TYP)
R=25'
BOC (TYP)
R=25'
20' PDE20' PDE
RETAINING WALL #7
WITH SAFETY RAILINGS
CAROLINA SPRINGS BOULEVARD
(55' PUBLIC ROW)
ALLEY 1
(25' ACCESS EASEMENT)
ST
R
E
E
T

G
(5
5
'

P
U
B
L
I
C

R
O
W
)
AL
L
E
Y

4
(2
5
'

A
C
C
E
S
S

E
A
S
E
M
E
N
T
)
STREET D
(55' PUBLIC ROW)
STREET D
(55' PUBLIC ROW)
ALLEY 1
(25' ACCESS EASEMENT)
LE
L
A
N
D

C
R
E
S
T
DR
I
V
E
(8
2
'

P
U
B
L
I
C

R
O
W
)
ALLEY 3
(25' ACCESS EASEMENT)
12' EOP
PROPOSED HIGH
VISIBILITY CROSSWALK (TYP.)
PROPOSED
CROSSWALK (TYP.)
BOC (TYP)
R=25'
BOC (TYP)
R=25'
BOC (TYP)
R=25'
BOC (TYP)
R=25'
BOC (TYP)
R=60'
R/W (TYP)
R=40'
BOC (TYP)
R=25'
BOC (TYP)
R=25'
R/W (TYP)
R=25'
CAROLINA SPRINGS BOULEVARD
(82' PUBLIC ROW)
10' RETAINING WALL
EASEMENT
10' RETAINING
WALL EASEMENT
END OF ROAD BARRICADE
END OF ROAD BARRICADE
RETAINING WALL #12
WITH SAFETY RAILS
20' PDE
VWDE
20' DE
SE
C
T
I
O
N

2
SE
C
T
I
O
N

1
B
SE
C
T
I
O
N

3
SE
C
T
I
O
N

2
SE
C
T
I
O
N

1
B
SE
C
T
I
O
N

3
SE
C
T
I
O
N

2
SE
C
T
I
O
N

1
B
SE
C
T
I
O
N

3
SE
C
T
I
O
N

2
SE
C
T
I
O
N

5
SECTION 5
SECTION 3
SE
C
T
I
O
N

2
SE
C
T
I
O
N

1
B
SE
C
T
I
O
N

3
SE
C
T
I
O
N

1
B
SE
C
T
I
O
N

2
SE
C
T
I
O
N

1
B
SECTION 2
SECTION 1B
SE
C
T
I
O
N

3
SE
C
T
I
O
N

2
SE
C
T
I
O
N

4
Revisions
K:
\
1
9
\
1
9
-
0
3
7
0
\
1
9
0
3
7
2
.
2
0
-
C
a
r
o
l
i
n
a

S
p
r
i
n
g
s

P
h
a
s
e
s

1
-
5
\
C
A
D
\
A
S
-
B
U
I
L
T
\
S
e
c
t
i
o
n

2
\
S
H
E
E
T
S
\
C
2
.
1
-
2
.
1
2

S
I
T
E

P
L
A
N
S
_
A
S
B
_
S
E
C
T
I
O
N

2
.
d
w
g
-
Fr
i
d
a
y
,

D
e
c
e
m
b
e
r

1
,

2
0
2
3

8
:
1
4
:
4
3

A
M
-

SM
I
T
H
,

A
L
L
I
S
O
N
Sheet No.
Designer
Drawn By
Date
Job No.
Wi
t
h
e
r
s
R
a
v
e
n
e
l
11
5

M
a
c
K
e
n
a
n

D
r
i
v
e

| C
a
r
y
,

N
C

2
7
5
1
1

| t
:

9
1
9
.
4
6
9
.
3
3
4
0

| l
i
c
e
n
s
e

#
:

F
-
1
4
7
9

| w
w
w
.
w
i
t
h
e
r
s
r
a
v
e
n
e
l
.
c
o
m
$n
g
i
n
e
e
r
s

[ /
K
a
n
n
e
r
s

[ S
T
r
v
e
y
o
r
s
R
E
C
O
R
D

D
R
A
W
I
N
G
S
CA
R
O
L
I
N
A

S
P
R
I
N
G
S
P
H
A
S
E

1

S
E
C
T
I
O
N

2
HO
L
L
Y

S
P
R
I
N
G
S
,

N
O
R
T
H

C
A
R
O
L
I
N
A
02190372.20
08/28/23
WR
WR
SI
T
E

P
L
A
N
C2.4
GRAPHIC SCALE
1 inch = 30 ft.
30 0 15 30 60
SEE SHEET C2.3 FOR CONTINUATION
SE
E

S
H
E
E
T

C
2
.
5

F
O
R

C
O
N
T
I
N
U
A
T
I
O
N
LEGEND:
EXISTING WETLAND
TREE PRESERVATION AREA
30' TYPE B LANDSCAPE SCREEN - B-40
30' TYPE B LANDSCAPE SCREEN - B-75
30' TYPE B LANDSCAPE SCREEN - B-225
ABBREVIATION LEGEND
DE DRAINAGE EASEMENT (PUBLIC)
GE GREENWAY EASEMENT (PUBLIC)
PDE PRIVATE DRAINAGE EASEMENT
PGE PRIVATE GREENWAY EASEMENT
PUE PUBLIC UTILITY EASEMENT
SCMMAE SCM MAINTENANCE AND ACCESS EASEMENT
SDT SIGHT DISTANCE TRIANGLE
STE STREET TREE EASEMENT
VWDE VARIABLE WIDTH DRAINAGE EASEMENT (PUBLIC)
LE LANDSCAPE EASEMENT
1
1
NOT PART OF
THIS PHASE
NOT PART OF
THIS PHASE
NOT PART OF
THIS PHASE
I certify that these as-builts are accurate and that each of the items listed on the Town’s “As-Built
Checklist” as contained in the Town of Holly Springs Engineering Design and Construction
Standards is provided on this set of as-built drawings (26 total sheets in this set). I certify that
all of the information provided is field-verified as-built information.
(Seal) ________________________________ ___________________
Signature Registered Land Surveyor Date
(Seal) ________________________________ ___________________
Signature by Professional Engineer Date
_____________________________________ ______________
Acceptance by Construction Inspector Date
N O R T H C A RO
L
I
N
A
C
U
R
TIS M . B L A Z IE R
PR O F E SSIO
N
A
L
E
NGI N E E R
SEAL
033840
N O R T H C A RO
L
I
N
A
B
E
N
J
A
MIN E . D A Y T ON
PR O F E SSIO
N
A
L
L
A
N
D
SU R V E Y OR
SEAL
L-4390
RECORD DRAWING NOTES:
1.THIS RECORD DRAWING SET OF PLANS IS BASED ON FIELD SURVEY PREPARED BY
WITHERSRAVENEL. INFORMATION SHOWN HEREON IS COMPRISED OF EXISTING AND
PROPOSED CONDITIONS AS ORIGINALLY APPROVED BY THE TOWN OF HOLLY SPRINGS UNLESS
OTHERWISE NOTED.
2.THE SANITARY SEWER AND STORM SEWER ASSOCIATED WITH CAROLINA SPRINGS PHASE 1,
SECTION 2 HAVE BEEN PHYSICALLY SURVEYED AND THIS PLAN REPRESENTS, TO THE BEST OF
OUR KNOWLEDGE, THE HORIZONTAL AND VERTICAL LOCATIONS OF THESE UTILITIES.
3.THE WATERLINE INFORMATION SHOWN ON THESE PLANS IS FROM PERIODIC INSPECTIONS
CONDUCTED THROUGHOUT THE CONSTRUCTION PHASE OF THE PROJECT. WITHERSRAVENEL
MAKES NO GUARANTEE OF THE SURVEYED ACCURACY OF THE WATERLINE SHOWN.
4.WITHERSRAVENEL IS NOT HELD RESPONSIBLE FOR INACCURACIES IN PLANS DUE TO SKETCHES
OR OTHER INFORMATION RECEIVED FROM CONTRACTOR(S) THAT DO NOT ACCURATELY
REFLECT FINISHED CONSTRUCTION FIELD CONDITIONS.
5. IN STREETS AND UTILITIES LOCATED IN THE TRIASSIC BASIN AS SHOWN IN TOHS DETAIL HS356
(WHERE TRIASSIC SOILS ON COMPRESSIBLE MINIATURE TRIASSIC SEDIMENTARY ROCK-LIKE MATERIAL
EXISTS) THERE WILL BE CERTAIN SPECIAL CRITERIA REQUIRED FOR ROADWAY CONSTRUCTION.
THE FOLLOWING MINIMUMS WILL BE REQUIRED OF DEVELOPERS:
1.PRE-QUALIFIED GEO-TECHNICAL FIRM APPROVED BY THE TOWN MUST BE ON SITE FULL TIME
WHILE THE UTILITIES AND ROADWAYS ARE BEING CONSTRUCTED.
2.DOCUMENTATION OF MOISTURE CONTENT, COMPACTION, DENSITY, GEOGRID DESIGN CRITERIA,
ETC. MUST BE PROVIDED TO TOWN INSPECTOR.
3.ALL ROADWAYS WILL HAVE TO BE PROOF-ROLLED AT BOTH SUB GRADE AND STONE GRADE BY
TOWN INSPECTOR AS WELL.
4.THE STANDARD ROADWAY CROSS-SECTION WILL BE WOVEN GEO-FABRIC DESIGN CRITERIA HP 270
OR EQUAL ON ENTIRE ROAD (AND MUST BE APPROVED BY THE TOWN OF HOLLY SPRINGS), 7” ABC
STONE, WITH ASPHALT COMPLETED IN STAGED CONSTRUCTION OF 2.5” I-19 ASPHALT AND 1.5”
S9.5C IN STAGE ONE AND 1.5” S9.5C FINAL OVERLAY INITIAL ONE-YEAR WARRANTY WITH AN
ADDITIONAL YEAR EXTENSION STARTING AFTER FINAL OVERLAY SHALL BE REQUIRED FOR
ROADWAYS. FOR THE EXTENDED WARRANTY PERIOD, IT WILL BE REQUIRED TO POST A BOND, LOC,
OR CASH FOR 50% OF ACTUAL COST OF ROADWAY (STORM DRAINAGE, CURB & GUTTER,
SIDEWALK AND PAVEMENT).
5.WHERE MANHOLES ARE LOCATED IN STREETS IT WILL BE REQUIRED TO HAVE SUITABLE OFF-SITE
STRUCTURAL MATERIAL OR ABC STONE TO BACKFILL AROUND EXCAVATION OF MANHOLES UP TO
SUBGRADE.
6.AN ADDITIONAL FOOT OF STONE WILL BE REQUIRED 10' EITHER SIDE OF MANHOLE FOR ENTIRE
WIDTH OF ROADWAY.
ADDITIONAL MEASURES MAY BE DEEMED NECESSARY BY THE TOWN PENDING SEVERITY OF THE SOILS.
THE PAVEMENT THICKNESS OF ANY STREET SHALL, AT A MINIMUM, EQUAL THE DESIGN SHOWN IN THE
STANDARD DETAILS SECTION OF THESE STANDARDS FOR THE VARIOUS STREET WIDTHS.
APPROVED PAVEMENT DESIGN METHODS INCLUDE THOSE AS PROPOSED BY NCDOT, THE 1986 AASHTO
GUIDELINES AND THE 1981 ASPHALT INSTITUTE MS 1 DOCUMENT.
THE AASHTO METHOD WILL REQUIRE USE OF A TERMINAL SERVICEABILITY INDEX OF 2.0 FOR
COLLECTORS AND 2.5 FOR THOROUGHFARES, SO = 0.49 FOR FLEXIBLE PAVEMENT AND SO = 0.39 FOR
RIGID PAVEMENTS, AND A RELIABILITY OF 98% FOR THOROUGHFARES AND A RELIABILITY OF 95% FOR
COLLECTORS.
ALL STREETS MAINTAINED BY THE NCDOT MUST RECEIVE APPROVAL OF THE PAVEMENT DESIGN FROM
NCDOT PRIOR TO THE BEGINNING OF CONSTRUCTION. NORMAL CROWN FOR THE PAVEMENT SECTION
SHALL BE ¼”/FOOT, EXCEPT AS APPROVED FOR SUPERELEVATED CROSS[1]SECTIONS
128
145
123
146
181
182
183
177
178
179
180
173
174
175
176
184
188 187
189
272
204
273 274
190
375 373
379
361
193
262
278
194
263
279
195
264
280
196
281 282
251
259
267
275
191
252
260
268
276
269
198
254
270
202
255 256
378 377
358
363
271
249
258
203
197 192
186
185
144
142
141
140
139
138137136135134132133130129127126125124
119118
143
120 121 122
131
250 253
277
317318319320321322323324325
201 200 199
257
261
265 266
381 380
376 374 372 371 370 369 368 367 366 365 364 362
360
359
85'
22'
85'
22'
85'
22'
22'
85
'
29'
29'
85'
29'
85'
29'
85
'
22'
22'
85'
22'
22'
85'
29'
29'
85'
29'
85'
29'
85
'
22'
22'
85'
22'
14'
8'
22'
86
'
22'
31'
31'
90'
3'
95
'
30'
89
'
26'
22'
87
'
22'
85
'
22'
22'
85
'
22'
11'11'
85
'
22'
22'
85
'
29'
29'
85
'
29'
85
'
29'
85
'
22'
22'
85
'
22'
22'
85
'
22'
22'
85
'
22'
22'
1
2
'
55
'
28'
19'
34'
28'
56
'
12
'
37'
85
'
22'
85
'
22'
22'
85
'
22'
22'
85
'
22'
22'
85
'
22'
22'
85
'
29'
29'
85
'
29'
85
'
29'
85
'
22'
22'
85
'
22'
22'
85
'
19'
85
'
26'
85
'
26'
85
'
85
'
19'
85
'
19'
85
'
19'
85
'
19'
85
'
26'
85
'
26'
85
'
85
'
19'
85
'
19'
85
'
19'
85
'
19'
85
'
26'
85
'
26'
85
'
85
'
19'
85
'
19'
85
'
19'
85
'
19'
85
'
11'14'
89
'
26'
89
'
89
'
19'
89
'
19'
89
'
19'
88
'
19'
87
'
26'
85'
85'
85
'
27
'
39'
85'
52
'
110'19
'
19
'
110'
19
'
19
'
110'
29
'
29
'
110'
29
'
110'
29
'
110'
19
'
19
'
110'
14'
75
'
10
4
'
29'22'
10
4
'
22'
10
4
'
22'
10
4
'
29'
10
4
'
29'
10
4
'
10
4
'
22'
10
4
'
22'
10
4
'
29'
10
4
'
10
4
'
29'
10
4
'
29'
10
4
'
22'
22'
10
4
'
22'
22'
10
4
'
29'
29'
10
4
'
29'
10
4
'
29'
10
4
'
22'
22'
10
4
'
22'
22'
10
4
'
22'
22'
10
4
'
31'
19'
39'
75
'
14'
86
'
26'
86
'
26'
86
'
19'
19'
86
'
19'
19'
86
'
19'
19'
86
'
19'
19'
86
'
26'
26'
86
'
86
'
26'
86
'
26'
86
'
19'
19'
86
'
19'
19'
86
'
19'
19'
86
'
19'
19'
6'33'
16'
2
8
'
62
'
28'
15'
85
'
33'5'
62
'
19'
85
'
19'
19'
85
'
19'
85
'
26'
26'
26'
85
'
26'
85
'
19'
19'
85
'
19'
19'
85
'
19'
19'
85
'
26'
26'
85
'
85
'
26'
85
'
26'19'
85
'
19'
19'
85
'
19'
2
8
'
62
'
5'33'
15'
29'
11
0
'
29'
11
0
'
19'
19'
11
0
'
19'
19'
11
0
'
19'
19'
11
0
'
29'
29'
11
0
'
29'
11
0
'
29'
11
0
'
19'
19'
11
0
'
19'
19'
11
0
'
19'
19'
11
0
'
29'
29'
11
0
'
85
'
19'26'
85
'
26'
85
'
26'
85
'
26'
85
'
19'
19'
85
'
19'
19'25'
85
'
25'
85
'
26'
85
'
26'
85
'
19'
19'
85
'
19'
19'
28'
15'
33'5'
62
'
29'
11
0
'
29'
11
0
'
19'
11
0
'
19'
19'
11
0
'
19'
19'
11
0
'
19'
29'
11
0
'
29'
11
0
'
29'
11
0
'
29'
11
0
'
19'
19'
11
0
'
19'
19'
206 205
26'19'19'19'19'26'26'19'19'19'19'26'26'19'19'19'19'26'
26'
19'
19'
19'
19'
16'
11'
26'
19'
19'
19'
19'
24'
19'26'
17+00
18+00
19+00
20+00
21+00
22+00
PC
:

2
1
+
7
6
.
0
8
17+00
18+00
19+00 20+00
21+00
22+00
23+00
24+00
25+00
10
+
0
0
11
+
0
0
12
+
0
0
13
+
0
0
PI: 10+84.33
PI: 11+81.89
CA-RL CA-RL
CA-RL CA-RL CA-RL CA-RL
CA-RL
CA-RL
CA-RL CA-RL CA-RL
CA-RL
CA-RL
FA-RL
FA-RL
FA-RL
FA-RL
FA-RL
FA-RL
FA-RL
STR-FL
10
+
0
0
11
+
0
0
12
+
0
0
12
+
6
7
.
5
0
17+00
18+00
19+00
20+00
21+00
22+00
23+00
24+00
25+00
12+00
13+00
14+00
15+00
16+00
17+
0
0
PC
:

1
5
+
8
1
.
9
1
PT
:

1
7
+
2
7
.
4
4
12
+
0
0
13
+
0
0
14
+
0
0
14
+
5
8
.
8
8
10+00
11+00
12+00
12+00
13+00
14+0014+26.73
12
+
0
0
13
+
0
0
14
+
0
0
14
+
5
8
.
8
8
C1
L2
L2
7
L2
9
L31
C17
L44
L45
L4
6
PROPOSED
STREET LIGHT
(TYP)
VWDE
STR-FL STR-FL
STR-FL STR-FL
SEE SHEET C2.13 FOR DETAILED
INFORMATION ON POCKET PARK 2
FR-RL
FR-RL FR-RL
Standard : 18
Area : 48464.48
WETLANDS (TYP)
PROPOSED
5' BIKE LANE (TYP.)
2.5' VALLEY CURB (TYP)
ON-STREET
PARKING (TYP)
ST
D

2
.
5
'

C
U
R
B

&

G
U
T
T
E
R
2.5' VALLEY
CURB (TYP)
2.5' VALLEY
CURB (TYP)
30" VALLEY
CURB
VALLEY CURB
BOC (TYP)
R=20'
EOP (TYP)
R=22.5'
R/W (TYP)
R=25'
BOC (TYP)
R=25'
PROPOSED PRIVATE
5' SIDEWALK (TYP)
30" STD CURB
& GUTTER
30" STD CURB
& GUTTER
30" VALLEY
CURB
5' CONCRETE
SIDEWALK
5' CONCRETE
SIDEWALK
BOC
R=5.5'
BOC (TYP)
R=25'
BOC (TYP)
R=20'
BOC (TYP)
R=25'
VWDE
30' PERIMETER
LANDSCAPE SCREEN
BOC (TYP)
R=25'
R/W (TYP)
R=25'
BOC (TYP)
R=25'
PR
O
P
O
S
E
D

H
I
G
H
VISI
B
I
L
I
T
Y

C
R
O
S
S
W
A
L
K
(TY
P
.
)
PROPOSED
5' SIDEWALK (TYP)
PROPOSED
5' SIDEWALK (TYP)
PR
O
P
O
S
E
D
5'
B
I
K
E

L
A
N
E

(
T
Y
P
.
)
15' SIDEWALK
EASEMENT
15' SIDEWALK
EASEMENT
STD 2.5' VALLEY CURB
PROPOSED
5' SIDEWALK (TYP)
PROPOSED
5' SIDEWALK (TYP)
5
8
6
7
5
ONE-WAY
MUTCD R6-2R
LE (TYP)
LE (TYP)
PDE
ST
R
E
E
T

M
(5
1
'

P
U
B
L
I
C

R
O
W
)
8
AL
L
E
Y

7
(V
A
R
I
A
B
L
E

W
I
D
T
H

A
C
C
E
S
S

E
A
S
E
M
E
N
T
)
STREET D
(55' PUBLIC ROW)
(37' ACCESS EASEMENT)
STREET D
(55' PUBLIC ROW)
ALLEY 11
(25' ACCESS EASEMENT)
CAROLINA SPRINGS BOULEVARD
(82' PUBLIC ROW)
AL
L
E
Y

2
(2
5
'

A
C
C
E
S
S

E
A
S
E
M
E
N
T
)
STREET D
(55' PUBLIC ROW)
ALLEY 1
(25' ACCESS EASEMENT)
CA
R
O
L
I
N
A

S
P
R
I
N
G
S

B
O
U
L
E
V
A
R
D
(82
'

P
U
B
L
I
C

R
O
W
)
ALLEY 3
(25' ACCESS EASEMENT)
8
6
6
6
3
5
5
7
5
BOC (TYP)
R=20'
BOC (TYP)
R=20'
RETAINING WALL #9
CAROLINA SPRINGS BOULEVARD
(82' PUBLIC ROW)
20' PDE
20' DE
ON-STREET
PARKING (TYP)
SECTION 4
SECTION 2
Revisions
K:
\
1
9
\
1
9
-
0
3
7
0
\
1
9
0
3
7
2
.
2
0
-
C
a
r
o
l
i
n
a

S
p
r
i
n
g
s

P
h
a
s
e
s

1
-
5
\
C
A
D
\
A
S
-
B
U
I
L
T
\
S
e
c
t
i
o
n

2
\
S
H
E
E
T
S
\
C
2
.
1
-
2
.
1
2

S
I
T
E

P
L
A
N
S
_
A
S
B
_
S
E
C
T
I
O
N

2
.
d
w
g
-
Fr
i
d
a
y
,

D
e
c
e
m
b
e
r

1
,

2
0
2
3

8
:
1
4
:
5
9

A
M
-

SM
I
T
H
,

A
L
L
I
S
O
N
Sheet No.
Designer
Drawn By
Date
Job No.
Wi
t
h
e
r
s
R
a
v
e
n
e
l
11
5

M
a
c
K
e
n
a
n

D
r
i
v
e

| C
a
r
y
,

N
C

2
7
5
1
1

| t
:

9
1
9
.
4
6
9
.
3
3
4
0

| l
i
c
e
n
s
e

#
:

F
-
1
4
7
9

| w
w
w
.
w
i
t
h
e
r
s
r
a
v
e
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e
l
.
c
o
m
$n
g
i
n
e
e
r
s

[ /
K
a
n
n
e
r
s

[ S
T
r
v
e
y
o
r
s
R
E
C
O
R
D

D
R
A
W
I
N
G
S
CA
R
O
L
I
N
A

S
P
R
I
N
G
S
P
H
A
S
E

1

S
E
C
T
I
O
N

2
HO
L
L
Y

S
P
R
I
N
G
S
,

N
O
R
T
H

C
A
R
O
L
I
N
A
02190372.20
08/28/23
WR
WR
SI
T
E

P
L
A
N
C2.5
GRAPHIC SCALE
1 inch = 30 ft.
30 0 15 30 60
SEE SHEET C2.6 FOR CONTINUATION
SE
E

S
H
E
E
T

C
2
.
4

F
O
R

C
O
N
T
I
N
U
A
T
I
O
N
SE
E

S
H
E
E
T

C
2
.
8

F
O
R

C
O
N
T
I
N
U
A
T
I
O
N
SEE SHEET C2.7 FOR CONTINUATION
LEGEND:
EXISTING WETLAND
TREE PRESERVATION AREA
30' TYPE B LANDSCAPE SCREEN - B-40
30' TYPE B LANDSCAPE SCREEN - B-75
30' TYPE B LANDSCAPE SCREEN - B-225
ABBREVIATION LEGEND
DE DRAINAGE EASEMENT (PUBLIC)
GE GREENWAY EASEMENT (PUBLIC)
PDE PRIVATE DRAINAGE EASEMENT
PGE PRIVATE GREENWAY EASEMENT
PUE PUBLIC UTILITY EASEMENT
SCMMAE SCM MAINTENANCE AND ACCESS EASEMENT
SDT SIGHT DISTANCE TRIANGLE
STE STREET TREE EASEMENT
VWDE VARIABLE WIDTH DRAINAGE EASEMENT (PUBLIC)
LE LANDSCAPE EASEMENT
NOTE:
SEE SHEET C2.11 FOR PROPOSED
CENTERLINE LINE AND CURVE TABLES
1
NOT PART OF
THIS PHASE
NOT PART OF
THIS PHASE
RECORD DRAWING NOTES:
1.THIS RECORD DRAWING SET OF PLANS IS BASED ON FIELD SURVEY PREPARED BY
WITHERSRAVENEL. INFORMATION SHOWN HEREON IS COMPRISED OF EXISTING AND
PROPOSED CONDITIONS AS ORIGINALLY APPROVED BY THE TOWN OF HOLLY SPRINGS UNLESS
OTHERWISE NOTED.
2.THE SANITARY SEWER AND STORM SEWER ASSOCIATED WITH CAROLINA SPRINGS PHASE 1,
SECTION 2 HAVE BEEN PHYSICALLY SURVEYED AND THIS PLAN REPRESENTS, TO THE BEST OF
OUR KNOWLEDGE, THE HORIZONTAL AND VERTICAL LOCATIONS OF THESE UTILITIES.
3.THE WATERLINE INFORMATION SHOWN ON THESE PLANS IS FROM PERIODIC INSPECTIONS
CONDUCTED THROUGHOUT THE CONSTRUCTION PHASE OF THE PROJECT. WITHERSRAVENEL
MAKES NO GUARANTEE OF THE SURVEYED ACCURACY OF THE WATERLINE SHOWN.
4.WITHERSRAVENEL IS NOT HELD RESPONSIBLE FOR INACCURACIES IN PLANS DUE TO SKETCHES
OR OTHER INFORMATION RECEIVED FROM CONTRACTOR(S) THAT DO NOT ACCURATELY
REFLECT FINISHED CONSTRUCTION FIELD CONDITIONS.
5. IN STREETS AND UTILITIES LOCATED IN THE TRIASSIC BASIN AS SHOWN IN TOHS DETAIL HS356
(WHERE TRIASSIC SOILS ON COMPRESSIBLE MINIATURE TRIASSIC SEDIMENTARY ROCK-LIKE MATERIAL
EXISTS) THERE WILL BE CERTAIN SPECIAL CRITERIA REQUIRED FOR ROADWAY CONSTRUCTION.
THE FOLLOWING MINIMUMS WILL BE REQUIRED OF DEVELOPERS:
1.PRE-QUALIFIED GEO-TECHNICAL FIRM APPROVED BY THE TOWN MUST BE ON SITE FULL TIME
WHILE THE UTILITIES AND ROADWAYS ARE BEING CONSTRUCTED.
2.DOCUMENTATION OF MOISTURE CONTENT, COMPACTION, DENSITY, GEOGRID DESIGN CRITERIA,
ETC. MUST BE PROVIDED TO TOWN INSPECTOR.
3.ALL ROADWAYS WILL HAVE TO BE PROOF-ROLLED AT BOTH SUB GRADE AND STONE GRADE BY
TOWN INSPECTOR AS WELL.
4.THE STANDARD ROADWAY CROSS-SECTION WILL BE WOVEN GEO-FABRIC DESIGN CRITERIA HP 270
OR EQUAL ON ENTIRE ROAD (AND MUST BE APPROVED BY THE TOWN OF HOLLY SPRINGS), 7” ABC
STONE, WITH ASPHALT COMPLETED IN STAGED CONSTRUCTION OF 2.5” I-19 ASPHALT AND 1.5”
S9.5C IN STAGE ONE AND 1.5” S9.5C FINAL OVERLAY INITIAL ONE-YEAR WARRANTY WITH AN
ADDITIONAL YEAR EXTENSION STARTING AFTER FINAL OVERLAY SHALL BE REQUIRED FOR
ROADWAYS. FOR THE EXTENDED WARRANTY PERIOD, IT WILL BE REQUIRED TO POST A BOND, LOC,
OR CASH FOR 50% OF ACTUAL COST OF ROADWAY (STORM DRAINAGE, CURB & GUTTER,
SIDEWALK AND PAVEMENT).
5.WHERE MANHOLES ARE LOCATED IN STREETS IT WILL BE REQUIRED TO HAVE SUITABLE OFF-SITE
STRUCTURAL MATERIAL OR ABC STONE TO BACKFILL AROUND EXCAVATION OF MANHOLES UP TO
SUBGRADE.
6.AN ADDITIONAL FOOT OF STONE WILL BE REQUIRED 10' EITHER SIDE OF MANHOLE FOR ENTIRE
WIDTH OF ROADWAY.
ADDITIONAL MEASURES MAY BE DEEMED NECESSARY BY THE TOWN PENDING SEVERITY OF THE SOILS.
THE PAVEMENT THICKNESS OF ANY STREET SHALL, AT A MINIMUM, EQUAL THE DESIGN SHOWN IN THE
STANDARD DETAILS SECTION OF THESE STANDARDS FOR THE VARIOUS STREET WIDTHS.
APPROVED PAVEMENT DESIGN METHODS INCLUDE THOSE AS PROPOSED BY NCDOT, THE 1986 AASHTO
GUIDELINES AND THE 1981 ASPHALT INSTITUTE MS 1 DOCUMENT.
THE AASHTO METHOD WILL REQUIRE USE OF A TERMINAL SERVICEABILITY INDEX OF 2.0 FOR
COLLECTORS AND 2.5 FOR THOROUGHFARES, SO = 0.49 FOR FLEXIBLE PAVEMENT AND SO = 0.39 FOR
RIGID PAVEMENTS, AND A RELIABILITY OF 98% FOR THOROUGHFARES AND A RELIABILITY OF 95% FOR
COLLECTORS.
ALL STREETS MAINTAINED BY THE NCDOT MUST RECEIVE APPROVAL OF THE PAVEMENT DESIGN FROM
NCDOT PRIOR TO THE BEGINNING OF CONSTRUCTION. NORMAL CROWN FOR THE PAVEMENT SECTION
SHALL BE ¼”/FOOT, EXCEPT AS APPROVED FOR SUPERELEVATED CROSS[1]SECTIONS
I certify that these as-builts are accurate and that each of the items listed on the Town’s “As-Built
Checklist” as contained in the Town of Holly Springs Engineering Design and Construction
Standards is provided on this set of as-built drawings (26 total sheets in this set). I certify that
all of the information provided is field-verified as-built information.
(Seal) ________________________________ ___________________
Signature Registered Land Surveyor Date
(Seal) ________________________________ ___________________
Signature by Professional Engineer Date
_____________________________________ ______________
Acceptance by Construction Inspector Date
N O R T H C A RO
LI
N
A
C
U
R
TIS M . B L A Z I E R
PR O F E SSIO
N
A
L
E
NGI N E E R
SEAL
033840
N O R T H C A RO
LI
N
A
B
E
N
J A
MIN E . D A Y T ON
PR O F E SSIO
N
A
L
L
A
N
D
SU R V E Y OR
SEAL
L-4390
POND
150
151
152
145
146
154
147
174
155
153
149
148
144
142
143
22'
22'
22'
29'
19'26'26'19'19'19'19'26'26'19'19'19'19'26'26'19'19'19'19'11'14'26'
19'
19'
89
'
19'
88
'
19'
87
'
26'
85
'
26'
85'
85'
19'
85'
19'
85'
19'
85
'
19'
85'
24'
85
'
24'
85'
85
'
19'
85'
19'
85'
19'
85'
19'
14'
23'
28'22'22'
160
159
156
161
26'
19'
19'
19'
19'
24'
24'
19'
19'
19'
19'
11'
3
9
'
56
'
29'29'22'
24'
29
'
1
1
0
'
11'
1
1
0
'
8'
1
1
0
'
19'
19'
1
1
0
'
19'
19'
19'
1
1
0
'
19'
29'
1
1
0
'
29'
29'26'19'25'
85
'
85
'
28'22'22'29'29'22'29'26'19'25'
85
'
85
'
85
'
85
'
85
'
85
'
85
'
85
'
85
'
58
53 54 55 56 57 6059 6261
158
157
TP
T
P
T
P
T
P
TP
23+71.62
18+00
19+00
20+00 21+00
22+00
23+00
PC: 17+89.14
PT: 19+10.22
30
+
0
0
31
+
0
0
32+
0
0
33+0
0
34+0
0
35+
0
0
PC: 30+64.95
PC: 34+11.25
P
T
:

3
2
+
5
3
.
4
2
PT: 34+88.24
CA-RL
FR-RL
CA-RL
CA-RL
20' POND BUFFER
12+00
13+00
14+00
15+00
16+00
17+
0
0
18+
0
0
19+
0
0
20+
0
0
20+
4
3
.
2
2
PC
:

1
5
+
8
1
.
9
1
PT
:

1
7
+
2
7
.
4
4
10
+
0
0
11
+
0
0
12+00
13+00
14+00
PC: 10+87.43
PT: 11+43.19
L2
L1
2
C1
0
L13
C11
C14
L20
L31
C17
L32
L4
2
C21
L43
GREENWAY ENTRANCE
PER DETAIL HS341, SEE
SHEET C8.1
20'
PDE
POND PARK WITH
DOG PARK; SEE C2.14
FOR DETAILS
FR-RL
WALL ESMT
9'
18'
STR-FL
7
20'
PDE
9'
18'
9'
20'
PDE
20'
PDE
EXISTING POND
TO REMAIN
WETLANDS
(TYP)
SCM 8
WET DETENTION POND
PRIVATE 10' ASPHALT
MULTI-USE TRAIL (TYP)
PRIVATE 30' MULTI-USE
TRAIL EASEMENT (TYP)
20' SCMMAE
WETLANDS (TYP)
PRIVATE 10' ASPHALT MULTI-USE
TRAIL (TYP)
PRIVATE 30' MULTI-USE
TRAIL EASEMENT (TYP)
STD 2.5' CURB & GUTTER
VALLEY CURB
2.5' VALLEY
CURB (TYP)
30' DE
20' SCMMAE
DISTRICT CENTER
DIVIDING BOUNDARY LINE
PDE
20' PUE
FUTURE AMENITY SITE
FUTURE AMENITY SITE
R/W (TYP)
R=25'
20' PUE
BOC (TYP)
R=25'
15' SIDEWALK
EASEMENT
20' DE
20' DE
20' DE
5' SIDEWALK
EASEMENT
20' PUE
LE
(TYP)
LE (TYP)
RETAINING
WALL #4 WITH
SAFETY
RAILINGS
RETAINING WALL #8
WITH SAFETY RAILS
RETAINING WALL #3
WITH SAFETY RAILINGS
BOC (TYP)
R=25'
20' DE
BOC (TYP)
R=25'
BOC (TYP)
R=25'
ALLEY 10
(25' ACCESS EASEMENT)
CAR
O
V
A

B
E
N
D
(55'

P
U
B
L
I
C

R
O
W
)
C
A
R
O
V
A

B
E
N
D
(
5
5
'

P
U
B
L
I
C

R
O
W
)
AL
L
E
Y

3
(25'

A
C
C
E
S
S

E
A
S
E
M
E
N
T
)
ALLEY 3
(25' ACCESS EASEMENT)
RETAINING WALL #5
WITH SAFETY RAILS
BACKWATER
EASEMENT
PROPOSED LIGHT
POLE (TYP)
R=35.5'
10' RETAINING
WALL EASEMENT
20' DE
FEMA EFFECTIVE
100 YEAR
RETAINING WALL #11
WITH SAFETY RAILS
BOC
R=25'
BOC
R=25'BOC
R=25'BOC
R=25'
128'
30' PUE
30' PUE
DECORATIVE FENCE.
SEE DETAIL HS012
ON SHEET C8.2
DECORATIVE FENCE. SEE DETAIL HS012 ON
SHEET C8.2
DECORATIVE FENCE. SEE
DETAIL HS012 ON SHEET C8.2
DECORATIVE FENCE.
SEE DETAIL HS012
ON SHEET C8.2
VARIABLE WIDTH
PUBLIC DRAINAGE
EASEMENT
20' TOWN OF HOLLY SPRINGS
PUBLIC UTILITY EASEMENT
SE
C
T
I
O
N

2
SE
C
T
I
O
N

1
A
SE
C
T
I
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N

2
SE
C
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I
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N

1
A
SECTION 2
SECTION 1A
S
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2
Revisions
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2
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d
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Fr
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e
c
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m
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1
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2
0
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8
:
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1
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A
M
-

SM
I
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A
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O
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Sheet No.
Designer
Drawn By
Date
Job No.
Wi
t
h
e
r
s
R
a
v
e
n
e
l
11
5

M
a
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| C
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,

N
C

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7
5
1
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9
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4
6
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3
3
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7
9

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s

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a
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s

[ S
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r
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y
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r
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R
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C
O
R
D

D
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A
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I
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G
S
CA
R
O
L
I
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A

S
P
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I
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G
S
P
H
A
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1

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E
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2
HO
L
L
Y

S
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C
A
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I
N
A
02190372.20
08/28/23
WR
WR
SI
T
E

P
L
A
N
C2.6
GRAPHIC SCALE
1 inch = 30 ft.
30 0 15 30 60
SEE SHEET C2.2 FOR CONTINUATION
SE
E

S
H
E
E
T

C
2
.
3
F
O
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C
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N
T
I
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U
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SE
E

S
H
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C
2
.
9

F
O
R

C
O
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T
I
N
U
A
T
I
O
N
SEE SHEET C2.5 FOR CONTINUATION
LEGEND:
EXISTING WETLAND
TREE PRESERVATION AREA
30' TYPE B LANDSCAPE SCREEN - B-40
30' TYPE B LANDSCAPE SCREEN - B-75
30' TYPE B LANDSCAPE SCREEN - B-225
SEE SHEET C2.10 FOR CONTINUATION
ABBREVIATION LEGEND
DE DRAINAGE EASEMENT (PUBLIC)
GE GREENWAY EASEMENT (PUBLIC)
PDE PRIVATE DRAINAGE EASEMENT
PGE PRIVATE GREENWAY EASEMENT
PUE PUBLIC UTILITY EASEMENT
SCMMAE SCM MAINTENANCE AND ACCESS EASEMENT
SDT SIGHT DISTANCE TRIANGLE
STE STREET TREE EASEMENT
VWDE VARIABLE WIDTH DRAINAGE EASEMENT (PUBLIC)
LE LANDSCAPE EASEMENT
NOTE:
SEE SHEET C2.11 FOR PROPOSED
CENTERLINE LINE AND CURVE TABLES
NOT PART OF
THIS PHASE
I certify that these as-builts are accurate and that each of the items listed on the Town’s “As-Built
Checklist” as contained in the Town of Holly Springs Engineering Design and Construction
Standards is provided on this set of as-built drawings (26 total sheets in this set). I certify that
all of the information provided is field-verified as-built information.
(Seal) ________________________________ ___________________
Signature Registered Land Surveyor Date
(Seal) ________________________________ ___________________
Signature by Professional Engineer Date
_____________________________________ ______________
Acceptance by Construction Inspector Date
N O R T H C A RO
L
I
N
A
C
U
R
TIS M . B L A Z I E R
PR O F E SSIO
N
A
L
E
NG I N E E R
SEAL
033840
N O R T H C A RO
L
I
N
A
B
E
N
J A
MIN E . D A Y T ON
PR O F E SSIO
N
A
L
L
A
N
D
SU R V E YO
R
SEAL
L-4390
RECORD DRAWING NOTES:
1.THIS RECORD DRAWING SET OF PLANS IS BASED ON FIELD SURVEY PREPARED BY
WITHERSRAVENEL. INFORMATION SHOWN HEREON IS COMPRISED OF EXISTING AND
PROPOSED CONDITIONS AS ORIGINALLY APPROVED BY THE TOWN OF HOLLY SPRINGS UNLESS
OTHERWISE NOTED.
2.THE SANITARY SEWER AND STORM SEWER ASSOCIATED WITH CAROLINA SPRINGS PHASE 1,
SECTION 2 HAVE BEEN PHYSICALLY SURVEYED AND THIS PLAN REPRESENTS, TO THE BEST OF
OUR KNOWLEDGE, THE HORIZONTAL AND VERTICAL LOCATIONS OF THESE UTILITIES.
3.THE WATERLINE INFORMATION SHOWN ON THESE PLANS IS FROM PERIODIC INSPECTIONS
CONDUCTED THROUGHOUT THE CONSTRUCTION PHASE OF THE PROJECT. WITHERSRAVENEL
MAKES NO GUARANTEE OF THE SURVEYED ACCURACY OF THE WATERLINE SHOWN.
4.WITHERSRAVENEL IS NOT HELD RESPONSIBLE FOR INACCURACIES IN PLANS DUE TO SKETCHES
OR OTHER INFORMATION RECEIVED FROM CONTRACTOR(S) THAT DO NOT ACCURATELY
REFLECT FINISHED CONSTRUCTION FIELD CONDITIONS.
5. IN STREETS AND UTILITIES LOCATED IN THE TRIASSIC BASIN AS SHOWN IN TOHS DETAIL HS356
(WHERE TRIASSIC SOILS ON COMPRESSIBLE MINIATURE TRIASSIC SEDIMENTARY ROCK-LIKE MATERIAL
EXISTS) THERE WILL BE CERTAIN SPECIAL CRITERIA REQUIRED FOR ROADWAY CONSTRUCTION.
THE FOLLOWING MINIMUMS WILL BE REQUIRED OF DEVELOPERS:
1.PRE-QUALIFIED GEO-TECHNICAL FIRM APPROVED BY THE TOWN MUST BE ON SITE FULL TIME
WHILE THE UTILITIES AND ROADWAYS ARE BEING CONSTRUCTED.
2.DOCUMENTATION OF MOISTURE CONTENT, COMPACTION, DENSITY, GEOGRID DESIGN CRITERIA,
ETC. MUST BE PROVIDED TO TOWN INSPECTOR.
3.ALL ROADWAYS WILL HAVE TO BE PROOF-ROLLED AT BOTH SUB GRADE AND STONE GRADE BY
TOWN INSPECTOR AS WELL.
4.THE STANDARD ROADWAY CROSS-SECTION WILL BE WOVEN GEO-FABRIC DESIGN CRITERIA HP 270
OR EQUAL ON ENTIRE ROAD (AND MUST BE APPROVED BY THE TOWN OF HOLLY SPRINGS), 7” ABC
STONE, WITH ASPHALT COMPLETED IN STAGED CONSTRUCTION OF 2.5” I-19 ASPHALT AND 1.5”
S9.5C IN STAGE ONE AND 1.5” S9.5C FINAL OVERLAY INITIAL ONE-YEAR WARRANTY WITH AN
ADDITIONAL YEAR EXTENSION STARTING AFTER FINAL OVERLAY SHALL BE REQUIRED FOR
ROADWAYS. FOR THE EXTENDED WARRANTY PERIOD, IT WILL BE REQUIRED TO POST A BOND, LOC,
OR CASH FOR 50% OF ACTUAL COST OF ROADWAY (STORM DRAINAGE, CURB & GUTTER,
SIDEWALK AND PAVEMENT).
5.WHERE MANHOLES ARE LOCATED IN STREETS IT WILL BE REQUIRED TO HAVE SUITABLE OFF-SITE
STRUCTURAL MATERIAL OR ABC STONE TO BACKFILL AROUND EXCAVATION OF MANHOLES UP TO
SUBGRADE.
6.AN ADDITIONAL FOOT OF STONE WILL BE REQUIRED 10' EITHER SIDE OF MANHOLE FOR ENTIRE
WIDTH OF ROADWAY.
ADDITIONAL MEASURES MAY BE DEEMED NECESSARY BY THE TOWN PENDING SEVERITY OF THE SOILS.
THE PAVEMENT THICKNESS OF ANY STREET SHALL, AT A MINIMUM, EQUAL THE DESIGN SHOWN IN THE
STANDARD DETAILS SECTION OF THESE STANDARDS FOR THE VARIOUS STREET WIDTHS.
APPROVED PAVEMENT DESIGN METHODS INCLUDE THOSE AS PROPOSED BY NCDOT, THE 1986 AASHTO
GUIDELINES AND THE 1981 ASPHALT INSTITUTE MS 1 DOCUMENT.
THE AASHTO METHOD WILL REQUIRE USE OF A TERMINAL SERVICEABILITY INDEX OF 2.0 FOR
COLLECTORS AND 2.5 FOR THOROUGHFARES, SO = 0.49 FOR FLEXIBLE PAVEMENT AND SO = 0.39 FOR
RIGID PAVEMENTS, AND A RELIABILITY OF 98% FOR THOROUGHFARES AND A RELIABILITY OF 95% FOR
COLLECTORS.
ALL STREETS MAINTAINED BY THE NCDOT MUST RECEIVE APPROVAL OF THE PAVEMENT DESIGN FROM
NCDOT PRIOR TO THE BEGINNING OF CONSTRUCTION. NORMAL CROWN FOR THE PAVEMENT SECTION
SHALL BE ¼”/FOOT, EXCEPT AS APPROVED FOR SUPERELEVATED CROSS[1]SECTIONS
169
171
145
146
147
181
182
183
177
178
179
180
172
173
174
175
176
184
272
288
273 274
166
278 279 280 281 282
275 276
284 285 286 287
271
185
149
148
144
143
283
277
312313314315316317318319320321322323324325
170
168
167
309
306
305
304
302
301
300
299
297
296
295
294
293
292
291
290
289
298
303
307
308
11
0
'
3
9
'
18
'
19'
110
'
19'
110
'
19'
19'
11
0
'
19
'
19'
110
'
19'
29'
110
'
29
'
85'
30'
1
4
'
56'
39'
18'
85'
22'
22'
85'
22'
22'
85'
22'
22'
85
'
29'
29'
85'
29'
85'
29'
85
'
22'
22'
85'
22'
22'
85'
29'
29'
85'
29'
85'
29'
85
'
22'
22'
85'
22'
14'
8'
22'
86
'
22'
31'
31'
90'
87
'
85'
26'
85'
85'
19'
85
'
85
'
85'
29
'
111'
29
'
117'
19
'
110'
19
'
19
'
110'
19
'
19
'
112'
19
'
10
'
117'
29
'
19
'
29
'
110'
29
'
110'
19
'
110'
19
'
19
'
110'
19
'
29
'
110'
29
'
29
'
110'
29
'
110'
19
'
110'
19
'
19
'
110'
19
'
19
'
110'
19
'
29
'
110'
29
'
110'
29
'
110'
29
'
19
'
110'
19
'
19
'
110'
19
'
110'
29
'
29
'
29
'
110'
29
'
110'
19
'
19
'
110'
19
'
19
'
14'
75
'
10
4
'
29'22'
10
4
'
22'
10
4
'
22'
10
4
'
29'
10
4
'
29'
10
4
'
10
4
'
22'
10
4
'
22'
10
4
'
29'
10
4
'
29'
10
4
'
10
4
'
22'
10
4
'
22'
10
4
'
22'
10
4
'
27'
75
'
14'
14'
75
'
39'
19'
10
4
'
31'22'
22'
10
4
'
22'
22'
10
4
'
22'
22'
10
4
'
29'
29'
10
4
'
29'
10
4
'
29'
10
4
'
22'
22'
10
4
'
22'
22'
10
4
'
29'
29'
10
4
'
29'
10
4
'
29'
10
4
'
22'
22'
10
4
'
22'
22'
10
4
'
22'
22'
10
4
'
31'
19'
39'
75
'
14'
13'23'
86
'
10'
4
0
'
56
'
19'
19'
86
'
19'
19'
86
'
19'
19'
86
'
19'
19'
86
'
26'
26'
86
'
26'
86
'
26'
86
'
19'
19'
86
'
19'
19'
86
'
19'
19'
86
'
19'
19'
86
'
26'
26'
86
'
86
'
26'
86
'
26'
86
'
19'
19'
86
'
19'
19'
86
'
19'
19'
86
'
19'
19'
6'33'
16'
2
8
'
62
'
5'
62
'
19'
16'
11'
26'
19'
19'
19'
19'
24'
24'
19'
37+
0
0
38+
0
0
39
+
0
0
40
+
0
0
41
+
0
0
42
+
0
0
43
+
0
0
PC
:

3
8
+
0
3
.
9
8
PT: 39+03.43
27+34.34
23+00
24+00
25+00
26+00
27+00
10
+
0
0
11
+
0
0
12
+
0
0
13
+
0
0
CA-RL
CA-RL
CA-RL
CA-RL
FA-RL
FA-RL
FA-RL
26+90.53
23+00
24+00
25+00
26+00
PT
:

1
7
+
2
7
.
4
4
10
+
0
0
11
+
0
0
12
+
0
0
13
+
0
0
14
+
0
0
14
+
5
8
.
8
8
10+00
11+00
12+00
13+00
14+00 14+57.23
10+00
11+00
12+00
13+00
14+0014+26.73
10
+
0
0
11
+
0
0
12
+
0
0
13
+
0
0
14
+
0
0
14
+
5
8
.
8
8
L2
L14
C1
2
L1
5
L2
7
L44
L45
L46
PROPOSED STREET
LIGHT (TYP)
STR-FL
STR-FL
STR-FL
SEE SHEET C2.13 FOR DETAILED
INFORMATION ON POCKET PARK 2
FR-RL FR-RL
FR-RL FR-RL FR-RL
STR-FL
STR-FL
STR-FL
TOP OF BANK (TYP.)
BOC (TYP)
R=25'
R/W (TYP)
R=25'
STD 2.5' CURB & GUTTER
BOC (TYP)
R=25'
R/W (TYP)
R=25'
ST
D

2
.
5
'

C
U
R
B

&

G
U
T
T
E
R
30" VALLEY
CURB
R/W (TYP)
R=25'
BOC (TYP)
R=25'
PROPOSED PRIVATE
5' SIDEWALK (TYP)
FEMA EFFECTIVE 100
YEAR FLOODPLAIN
30" STD CURB
& GUTTER
30" STD CURB
& GUTTER
30" VALLEY
CURB
5' CONCRETE
SIDEWALK
5' CONCRETE
SIDEWALK
BOC (TYP)
R=25'
BOC (TYP)
R=25'
ESMT (TYP)
R=13'
PROPOSED
LIGHT POLE
(TYP)
BOC
R=5.5'
PROPOSED
CROSSWALK (TYP.)
PROPOSED PROPERTY LINE
VWDE
VWDE
VWDE
PROPOSED
CROSSWALK (TYP.)
BOC (TYP)
R=25'
VWDE
POCKET PARK 2
PR
O
P
O
S
E
D

H
I
G
H
VISI
B
I
L
I
T
Y

C
R
O
S
S
W
A
L
K
(TY
P
.
)
PROPOSED
5' SIDEWALK (TYP)
PROPOSED
5' SIDEWALK (TYP)
PROPOSED
5' SIDEWALK (TYP)
PR
O
P
O
S
E
D
5'
B
I
K
E

L
A
N
E

(
T
Y
P
.
)
15' SIDEWALK
EASEMENT
PDE
STD 2.5' VALLEY CURB
5
5
5
ONE-WAY
MUTCD R6-2R
LE (TYP)
LE (TYP)
30' HOLLY SPRINGS
CAPE FEAR BUFFER
LE (TYP)
PDE
ST
R
E
E
T

M
(5
1
'

P
U
B
L
I
C

R
O
W
)
AL
L
E
Y

7
(V
A
R
I
A
B
L
E

W
I
D
T
H

A
C
C
E
S
S

E
A
S
E
M
E
N
T
)
STREET D
(55' PUBLIC ROW)
ST
R
E
E
T

C
(5
5
'

P
U
B
L
I
C

R
O
W
)
ALLEY 1
(37' ACCESS EASEMENT)
ALLEY 11
(25' ACCESS EASEMENT)
CA
R
O
V
A

B
E
N
D
(5
5
'

P
U
B
L
I
C

R
O
W
)
CA
R
O
L
I
N
A

S
P
R
I
N
G
S

B
O
U
L
E
V
A
R
D
(82
'

P
U
B
L
I
C

R
O
W
)
6
3
5
BOC (TYP)
R=20'
FEMA
EFFECTIVE
FUTURE
FEMA EFFECTIVE
100 YEAR
20' DE
30' PUE
20' DE
20' DE
20' DE
FLOODWAY
FEMA EFFECTIVE 100
YR
FUTURE FW PER
APPROVED CLOMR
FEMA EFFECTIVE
FUTURE
FLOODWAY
FUTURE FW
PER APPROVED
CLOMR
FUTURE 100 YR PER
APPROVED CLOMR
SE
C
T
I
O
N

4
SE
C
T
I
O
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2
Revisions
K:
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7
0
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1
9
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7
2
.
2
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C
a
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o
l
i
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a

S
p
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s

P
h
a
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s

1
-
5
\
C
A
D
\
A
S
-
B
U
I
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\
S
e
c
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i
o
n

2
\
S
H
E
E
T
S
\
C
2
.
1
-
2
.
1
2

S
I
T
E

P
L
A
N
S
_
A
S
B
_
S
E
C
T
I
O
N

2
.
d
w
g
-
Fr
i
d
a
y
,

D
e
c
e
m
b
e
r

1
,

2
0
2
3

8
:
1
5
:
3
2

A
M
-

SM
I
T
H
,

A
L
L
I
S
O
N
Sheet No.
Designer
Drawn By
Date
Job No.
Wi
t
h
e
r
s
R
a
v
e
n
e
l
11
5

M
a
c
K
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I
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A

S
P
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02190372.20
08/28/23
WR
WR
SI
T
E

P
L
A
N
C2.8
GRAPHIC SCALE
1 inch = 30 ft.
30 0 15 30 60
SEE SHEET C2.9 FOR CONTINUATION
SE
E

S
H
E
E
T

C
2
.
5

F
O
R

C
O
N
T
I
N
U
A
T
I
O
N
SEE SHEET C2.7 FOR CONTINUATION
LEGEND:
EXISTING WETLAND
TREE PRESERVATION AREA
30' TYPE B LANDSCAPE SCREEN - B-40
30' TYPE B LANDSCAPE SCREEN - B-75
30' TYPE B LANDSCAPE SCREEN - B-225
ABBREVIATION LEGEND
DE DRAINAGE EASEMENT (PUBLIC)
GE GREENWAY EASEMENT (PUBLIC)
PDE PRIVATE DRAINAGE EASEMENT
PGE PRIVATE GREENWAY EASEMENT
PUE PUBLIC UTILITY EASEMENT
SCMMAE SCM MAINTENANCE AND ACCESS EASEMENT
SDT SIGHT DISTANCE TRIANGLE
STE STREET TREE EASEMENT
VWDE VARIABLE WIDTH DRAINAGE EASEMENT (PUBLIC)
LE LANDSCAPE EASEMENT
NOTE:
SEE SHEET C2.11 FOR PROPOSED
CENTERLINE LINE AND CURVE TABLES
1
1
NOT PART OF
THIS PHASE
I certify that these as-builts are accurate and that each of the items listed on the Town’s “As-Built
Checklist” as contained in the Town of Holly Springs Engineering Design and Construction
Standards is provided on this set of as-built drawings (26 total sheets in this set). I certify that
all of the information provided is field-verified as-built information.
(Seal) ________________________________ ___________________
Signature Registered Land Surveyor Date
(Seal) ________________________________ ___________________
Signature by Professional Engineer Date
_____________________________________ ______________
Acceptance by Construction Inspector Date
N O R T H C A RO
L
I
N
A
C
U
R
TIS M . B L A Z I E R
PR O F E SSIO
N
A
L
E
NGI N E E R
SEAL
033840
N O R T H C A RO
L
I
N
A
B
E
N
J
A
MIN E . D A Y T ON
PR O F E S SIO
N
A
L
L
A
N
D
SU R V E YO
R
SEAL
L-4390
RECORD DRAWING NOTES:
1.THIS RECORD DRAWING SET OF PLANS IS BASED ON FIELD SURVEY PREPARED BY
WITHERSRAVENEL. INFORMATION SHOWN HEREON IS COMPRISED OF EXISTING AND
PROPOSED CONDITIONS AS ORIGINALLY APPROVED BY THE TOWN OF HOLLY SPRINGS UNLESS
OTHERWISE NOTED.
2.THE SANITARY SEWER AND STORM SEWER ASSOCIATED WITH CAROLINA SPRINGS PHASE 1,
SECTION 2 HAVE BEEN PHYSICALLY SURVEYED AND THIS PLAN REPRESENTS, TO THE BEST OF
OUR KNOWLEDGE, THE HORIZONTAL AND VERTICAL LOCATIONS OF THESE UTILITIES.
3.THE WATERLINE INFORMATION SHOWN ON THESE PLANS IS FROM PERIODIC INSPECTIONS
CONDUCTED THROUGHOUT THE CONSTRUCTION PHASE OF THE PROJECT. WITHERSRAVENEL
MAKES NO GUARANTEE OF THE SURVEYED ACCURACY OF THE WATERLINE SHOWN.
4.WITHERSRAVENEL IS NOT HELD RESPONSIBLE FOR INACCURACIES IN PLANS DUE TO SKETCHES
OR OTHER INFORMATION RECEIVED FROM CONTRACTOR(S) THAT DO NOT ACCURATELY
REFLECT FINISHED CONSTRUCTION FIELD CONDITIONS.
5. IN STREETS AND UTILITIES LOCATED IN THE TRIASSIC BASIN AS SHOWN IN TOHS DETAIL HS356
(WHERE TRIASSIC SOILS ON COMPRESSIBLE MINIATURE TRIASSIC SEDIMENTARY ROCK-LIKE MATERIAL
EXISTS) THERE WILL BE CERTAIN SPECIAL CRITERIA REQUIRED FOR ROADWAY CONSTRUCTION.
THE FOLLOWING MINIMUMS WILL BE REQUIRED OF DEVELOPERS:
1.PRE-QUALIFIED GEO-TECHNICAL FIRM APPROVED BY THE TOWN MUST BE ON SITE FULL TIME
WHILE THE UTILITIES AND ROADWAYS ARE BEING CONSTRUCTED.
2.DOCUMENTATION OF MOISTURE CONTENT, COMPACTION, DENSITY, GEOGRID DESIGN CRITERIA,
ETC. MUST BE PROVIDED TO TOWN INSPECTOR.
3.ALL ROADWAYS WILL HAVE TO BE PROOF-ROLLED AT BOTH SUB GRADE AND STONE GRADE BY
TOWN INSPECTOR AS WELL.
4.THE STANDARD ROADWAY CROSS-SECTION WILL BE WOVEN GEO-FABRIC DESIGN CRITERIA HP 270
OR EQUAL ON ENTIRE ROAD (AND MUST BE APPROVED BY THE TOWN OF HOLLY SPRINGS), 7” ABC
STONE, WITH ASPHALT COMPLETED IN STAGED CONSTRUCTION OF 2.5” I-19 ASPHALT AND 1.5”
S9.5C IN STAGE ONE AND 1.5” S9.5C FINAL OVERLAY INITIAL ONE-YEAR WARRANTY WITH AN
ADDITIONAL YEAR EXTENSION STARTING AFTER FINAL OVERLAY SHALL BE REQUIRED FOR
ROADWAYS. FOR THE EXTENDED WARRANTY PERIOD, IT WILL BE REQUIRED TO POST A BOND, LOC,
OR CASH FOR 50% OF ACTUAL COST OF ROADWAY (STORM DRAINAGE, CURB & GUTTER,
SIDEWALK AND PAVEMENT).
5.WHERE MANHOLES ARE LOCATED IN STREETS IT WILL BE REQUIRED TO HAVE SUITABLE OFF-SITE
STRUCTURAL MATERIAL OR ABC STONE TO BACKFILL AROUND EXCAVATION OF MANHOLES UP TO
SUBGRADE.
6.AN ADDITIONAL FOOT OF STONE WILL BE REQUIRED 10' EITHER SIDE OF MANHOLE FOR ENTIRE
WIDTH OF ROADWAY.
ADDITIONAL MEASURES MAY BE DEEMED NECESSARY BY THE TOWN PENDING SEVERITY OF THE SOILS.
THE PAVEMENT THICKNESS OF ANY STREET SHALL, AT A MINIMUM, EQUAL THE DESIGN SHOWN IN THE
STANDARD DETAILS SECTION OF THESE STANDARDS FOR THE VARIOUS STREET WIDTHS.
APPROVED PAVEMENT DESIGN METHODS INCLUDE THOSE AS PROPOSED BY NCDOT, THE 1986 AASHTO
GUIDELINES AND THE 1981 ASPHALT INSTITUTE MS 1 DOCUMENT.
THE AASHTO METHOD WILL REQUIRE USE OF A TERMINAL SERVICEABILITY INDEX OF 2.0 FOR
COLLECTORS AND 2.5 FOR THOROUGHFARES, SO = 0.49 FOR FLEXIBLE PAVEMENT AND SO = 0.39 FOR
RIGID PAVEMENTS, AND A RELIABILITY OF 98% FOR THOROUGHFARES AND A RELIABILITY OF 95% FOR
COLLECTORS.
ALL STREETS MAINTAINED BY THE NCDOT MUST RECEIVE APPROVAL OF THE PAVEMENT DESIGN FROM
NCDOT PRIOR TO THE BEGINNING OF CONSTRUCTION. NORMAL CROWN FOR THE PAVEMENT SECTION
SHALL BE ¼”/FOOT, EXCEPT AS APPROVED FOR SUPERELEVATED CROSS[1]SECTIONS
NOT PART OF
THIS PHASE
169
171
150
151
152
145
146
154
147
172
173
174
175
176
166
155
153
149
148
144
142
141
143
170
168
167
110
'
43'
85'
3
9
'
18'
19
'
110
'
19
'
19'
110
'
19'
19'
110
'
19'
19'
110
'
19'
29
'
110
'
29'
85'
30'
14'
56'
39'
18'
85'
22'
85
'
22'
85'
22'
29'
29'
89
'
88
'
19'
87
'
26'
85'
26'
85'
85'
19'
85'
19'
85'
19'
85'
19'
85
'
24'
85'
24'
85'
85'
19'
85
'
19'
85'
19'
85'
19'
14'
23'
160
159
156
161
164
163
165
11'
26'
19'
19'
19'
19'
24'
24'
19'
19'
19'
19'
11'
3
9
'
56
'
85'
44
'
110
'
5'
8'
39'
110
'
19
'
19'
19'
11
0
'
19'
29'
11
1
'
24'
29
'
1
1
3
'
29'
1
1
0
'
11'
19'
1
1
0
'
8'
1
1
0
'
19'
19'
1
1
0
'
19'
19'
19'
1
1
0
'
19'
29'
1
1
0
'
29'
158
157
162
31
+
0
0
32+
0
0
33+0
0
34+0
0
35+
0
0
36+
0
0
37+
0
0
PC: 30+64.95
PC: 34+11.25
P
T
:

3
2
+
5
3
.
4
2
PT: 34+88.24
CA-RL
CA-RL
CA-RL
17+
0
0
18+
0
0
19+
0
0
20+
0
0
20
+
4
3
.
2
2
PT
:

1
7
+
2
7
.
4
4
10
+
0
0
14+00
10
+
0
0
L2
C1
0
L13
C11
L14
L32
20'
PDE
20' PDE
STR-FL
STR-FL
20'
PDE
POND PARK WITH
DOG PARK; SEE C2.14
FOR DETAILS
WALL ESMT
9'
18'
STR-FL
7
20'
PDE
9'
18'
9'
20'
PDE
20'
PDE
20' SCMMAE
STD 2.5' CURB & GUTTER
BOC (TYP)
R=25'
R/W (TYP)
R=25'
PROPOSED
5' BIKE LANE (TYP.)
BOC (TYP)
R=25'
R/W (TYP)
R=25'
ST
D

2
.
5
'

C
U
R
B

&

G
U
T
T
E
R
20' SCMMAE
FLOODWAY
SEE SEPARATE CAROLINA SPRINGS BLVD.
BRIDGE AND BOARDWALK PLAN SET
FOR MORE INFORMATION
SHOWN FOR REFERENCE ONLY
PROPOSED HIGH
VISIBILITY CROSSWALK (TYP.)
VWDE
20' PUE
PROPOSED
5' BIKE LANE (TYP.)
PROPOSED
CROSSWALK (TYP.)
20' PUE
BOC (TYP)
R=25'
PR
O
P
O
S
E
D
5' B
I
K
E

L
A
N
E

(
T
Y
P
.
)
5' SIDEWALK, BIKE LANES AND BRIDGE
WILL BE PART OF A SEPARATE PROJECT
TOHS #17-26-06
LE
(TYP)
LE (TYP)
LE (TYP)
RETAINING
WALL #4 WITH
SAFETY
RAILINGS
RETAINING WALL #3
WITH SAFETY RAILINGS
EXISTING PROPERTY LINE
FEMA 100 YEAR
FLOODPLAIN
BOC (TYP)
R=25'
BOC (TYP)
R=25'
CAR
O
V
A

B
E
N
D
(55'

P
U
B
L
I
C

R
O
W
)
CA
R
O
V
A

B
E
N
D
(5
5
'

P
U
B
L
I
C

R
O
W
)
CA
R
O
L
I
N
A

S
P
R
I
N
G
S

B
O
U
L
E
V
A
R
D
(82'

P
U
B
L
I
C

R
O
W
)
AL
L
E
Y

3
(25'

A
C
C
E
S
S

E
A
S
E
M
E
N
T
)
3
BOC (TYP)
R=25'
CA
R
O
L
I
N
A

S
P
R
I
N
G
S

B
O
U
L
E
V
A
R
D
(82'

P
U
B
L
I
C

R
O
W
)
PHASE 2 ENDS HERE
PROPOSED LIGHT
POLE (TYP)
PROPOSED
LIGHT POLE (TYP.)
10' RETAINING
WALL EASEMENT
20' DE
DE
20' DE
30' HOLLY SPRINGS
CAPE FEAR BUFFER
FEMA EFFECTIVE
100 YEAR
FEMA EFFECTIVE
100 YEAR
TOP OF BANK
RETAINING WALL #11
WITH SAFETY RAILS
30' PUE
30' PUE
DECORATIVE FENCE.
SEE DETAIL HS012
ON SHEET C8.2
20' DE
DECORATIVE FENCE. SEE
DETAIL HS012 ON SHEET C8.2
DECORATIVE FENCE.
SEE DETAIL HS012
ON SHEET C8.2
FEMA EFFECTIVE
FUTURE
FLOODWAY
FUTURE FW
PER APPROVED
CLOMR
VARIABLE WIDTH
PUBLIC DRAINAGE
EASEMENT
20' TOWN OF HOLLY SPRINGS
PUBLIC UTILITY EASEMENT
CA
R
O
L
I
N
A

S
P
R
I
N
G
S

B
O
U
L
E
V
A
R
D
(82'

P
U
B
L
I
C

R
O
W
)
SE
C
T
I
O
N

4
SE
C
T
I
O
N

2
SE
C
T
I
O
N

1
A
SE
C
T
I
O
N

2
SE
C
T
I
O
N

4
SE
C
T
I
O
N

2
SE
C
T
I
O
N

2
SE
C
T
I
O
N

1
A
SE
C
T
I
O
N

2
SE
C
T
I
O
N

1
A
Revisions
K:
\
1
9
\
1
9
-
0
3
7
0
\
1
9
0
3
7
2
.
2
0
-
C
a
r
o
l
i
n
a

S
p
r
i
n
g
s

P
h
a
s
e
s

1
-
5
\
C
A
D
\
A
S
-
B
U
I
L
T
\
S
e
c
t
i
o
n

2
\
S
H
E
E
T
S
\
C
2
.
1
-
2
.
1
2

S
I
T
E

P
L
A
N
S
_
A
S
B
_
S
E
C
T
I
O
N

2
.
d
w
g
-
Fr
i
d
a
y
,

D
e
c
e
m
b
e
r

1
,

2
0
2
3

8
:
1
5
:
4
8

A
M
-

SM
I
T
H
,

A
L
L
I
S
O
N
Sheet No.
Designer
Drawn By
Date
Job No.
Wi
t
h
e
r
s
R
a
v
e
n
e
l
11
5

M
a
c
K
e
n
a
n

D
r
i
v
e

| C
a
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y
,

N
C

2
7
5
1
1

| t
:

9
1
9
.
4
6
9
.
3
3
4
0

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#
:

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1
4
7
9

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C
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D
R
A
W
I
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G
S
CA
R
O
L
I
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A

S
P
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I
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G
S
P
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A
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1

S
E
C
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I
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2
HO
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I
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A
02190372.20
08/28/23
WR
WR
SI
T
E

P
L
A
N
C2.9
GRAPHIC SCALE
1 inch = 30 ft.
30 0 15 30 60
LEGEND:
EXISTING WETLAND
TREE PRESERVATION AREA
30' TYPE B LANDSCAPE SCREEN - B-40
30' TYPE B LANDSCAPE SCREEN - B-75
30' TYPE B LANDSCAPE SCREEN - B-225
ABBREVIATION LEGEND
30' DE
DE DRAINAGE EASEMENT (PUBLIC)
GE GREENWAY EASEMENT (PUBLIC)
PDE PRIVATE DRAINAGE EASEMENT
PGE PRIVATE GREENWAY EASEMENT
PUE PUBLIC UTILITY EASEMENT
SCMMAE SCM MAINTENANCE AND ACCESS EASEMENT
SDT SIGHT DISTANCE TRIANGLE
STE STREET TREE EASEMENT
VWDE VARIABLE WIDTH DRAINAGE EASEMENT (PUBLIC)
LE LANDSCAPE EASEMENT
NOTE:
SEE SHEET C2.11 FOR PROPOSED
CENTERLINE LINE AND CURVE TABLES
BACKWATER
EASEMENT
1
NOT PART OF
THIS PHASE
NOT PART OF
THIS PHASE
I certify that these as-builts are accurate and that each of the items listed on the Town’s “As-Built
Checklist” as contained in the Town of Holly Springs Engineering Design and Construction
Standards is provided on this set of as-built drawings (26 total sheets in this set). I certify that
all of the information provided is field-verified as-built information.
(Seal) ________________________________ ___________________
Signature Registered Land Surveyor Date
(Seal) ________________________________ ___________________
Signature by Professional Engineer Date
_____________________________________ ______________
Acceptance by Construction Inspector Date
N O R T H C A RO
L
I
N
A
C
U
R
TIS M . B L A Z I E R
PR O F E SSIO
N
A
L
E
NGI N E E R
SEAL
033840
N O R T H C A RO
L
I
N
A
B
E
N
J A
MIN E . D A Y T ON
PR O F E SSIO
N
A
L
L
A
N
D
SU R V E YO
R
SEAL
L-4390
RECORD DRAWING NOTES:
1.THIS RECORD DRAWING SET OF PLANS IS BASED ON FIELD SURVEY PREPARED BY
WITHERSRAVENEL. INFORMATION SHOWN HEREON IS COMPRISED OF EXISTING AND
PROPOSED CONDITIONS AS ORIGINALLY APPROVED BY THE TOWN OF HOLLY SPRINGS UNLESS
OTHERWISE NOTED.
2.THE SANITARY SEWER AND STORM SEWER ASSOCIATED WITH CAROLINA SPRINGS PHASE 1,
SECTION 2 HAVE BEEN PHYSICALLY SURVEYED AND THIS PLAN REPRESENTS, TO THE BEST OF
OUR KNOWLEDGE, THE HORIZONTAL AND VERTICAL LOCATIONS OF THESE UTILITIES.
3.THE WATERLINE INFORMATION SHOWN ON THESE PLANS IS FROM PERIODIC INSPECTIONS
CONDUCTED THROUGHOUT THE CONSTRUCTION PHASE OF THE PROJECT. WITHERSRAVENEL
MAKES NO GUARANTEE OF THE SURVEYED ACCURACY OF THE WATERLINE SHOWN.
4.WITHERSRAVENEL IS NOT HELD RESPONSIBLE FOR INACCURACIES IN PLANS DUE TO SKETCHES
OR OTHER INFORMATION RECEIVED FROM CONTRACTOR(S) THAT DO NOT ACCURATELY
REFLECT FINISHED CONSTRUCTION FIELD CONDITIONS.
5. IN STREETS AND UTILITIES LOCATED IN THE TRIASSIC BASIN AS SHOWN IN TOHS DETAIL HS356
(WHERE TRIASSIC SOILS ON COMPRESSIBLE MINIATURE TRIASSIC SEDIMENTARY ROCK-LIKE MATERIAL
EXISTS) THERE WILL BE CERTAIN SPECIAL CRITERIA REQUIRED FOR ROADWAY CONSTRUCTION.
THE FOLLOWING MINIMUMS WILL BE REQUIRED OF DEVELOPERS:
1.PRE-QUALIFIED GEO-TECHNICAL FIRM APPROVED BY THE TOWN MUST BE ON SITE FULL TIME
WHILE THE UTILITIES AND ROADWAYS ARE BEING CONSTRUCTED.
2.DOCUMENTATION OF MOISTURE CONTENT, COMPACTION, DENSITY, GEOGRID DESIGN CRITERIA,
ETC. MUST BE PROVIDED TO TOWN INSPECTOR.
3.ALL ROADWAYS WILL HAVE TO BE PROOF-ROLLED AT BOTH SUB GRADE AND STONE GRADE BY
TOWN INSPECTOR AS WELL.
4.THE STANDARD ROADWAY CROSS-SECTION WILL BE WOVEN GEO-FABRIC DESIGN CRITERIA HP 270
OR EQUAL ON ENTIRE ROAD (AND MUST BE APPROVED BY THE TOWN OF HOLLY SPRINGS), 7” ABC
STONE, WITH ASPHALT COMPLETED IN STAGED CONSTRUCTION OF 2.5” I-19 ASPHALT AND 1.5”
S9.5C IN STAGE ONE AND 1.5” S9.5C FINAL OVERLAY INITIAL ONE-YEAR WARRANTY WITH AN
ADDITIONAL YEAR EXTENSION STARTING AFTER FINAL OVERLAY SHALL BE REQUIRED FOR
ROADWAYS. FOR THE EXTENDED WARRANTY PERIOD, IT WILL BE REQUIRED TO POST A BOND, LOC,
OR CASH FOR 50% OF ACTUAL COST OF ROADWAY (STORM DRAINAGE, CURB & GUTTER,
SIDEWALK AND PAVEMENT).
5.WHERE MANHOLES ARE LOCATED IN STREETS IT WILL BE REQUIRED TO HAVE SUITABLE OFF-SITE
STRUCTURAL MATERIAL OR ABC STONE TO BACKFILL AROUND EXCAVATION OF MANHOLES UP TO
SUBGRADE.
6.AN ADDITIONAL FOOT OF STONE WILL BE REQUIRED 10' EITHER SIDE OF MANHOLE FOR ENTIRE
WIDTH OF ROADWAY.
ADDITIONAL MEASURES MAY BE DEEMED NECESSARY BY THE TOWN PENDING SEVERITY OF THE SOILS.
THE PAVEMENT THICKNESS OF ANY STREET SHALL, AT A MINIMUM, EQUAL THE DESIGN SHOWN IN THE
STANDARD DETAILS SECTION OF THESE STANDARDS FOR THE VARIOUS STREET WIDTHS.
APPROVED PAVEMENT DESIGN METHODS INCLUDE THOSE AS PROPOSED BY NCDOT, THE 1986 AASHTO
GUIDELINES AND THE 1981 ASPHALT INSTITUTE MS 1 DOCUMENT.
THE AASHTO METHOD WILL REQUIRE USE OF A TERMINAL SERVICEABILITY INDEX OF 2.0 FOR
COLLECTORS AND 2.5 FOR THOROUGHFARES, SO = 0.49 FOR FLEXIBLE PAVEMENT AND SO = 0.39 FOR
RIGID PAVEMENTS, AND A RELIABILITY OF 98% FOR THOROUGHFARES AND A RELIABILITY OF 95% FOR
COLLECTORS.
ALL STREETS MAINTAINED BY THE NCDOT MUST RECEIVE APPROVAL OF THE PAVEMENT DESIGN FROM
NCDOT PRIOR TO THE BEGINNING OF CONSTRUCTION. NORMAL CROWN FOR THE PAVEMENT SECTION
SHALL BE ¼”/FOOT, EXCEPT AS APPROVED FOR SUPERELEVATED CROSS[1]SECTIONS
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
239
240
241
242
238
231
215
87
230
214
229
221
213
101
236
228
220
100
235
227
219
99
91
234
218
98
90
233
217
97
89
232
224
216
88
223
92
93
94
95
102
103
104
105
106
107
108
109
111
110
96
226
225
222
243
244
VOLLEYBALL
PLAYGROUND
PLAY LAWN
POOL, +/- 3000 SF
RE: POOL PLANS BY OTHERS
TERRACE
T
320
NATURAL
AREA
W
W
W
W
W
W
W
W
W
W
W
W
W
TP
TP
TP
T
P
T
P
TP
TP
TP
CLUBHOUSE
POO
L

H
O
U
S
E
/
BAT
H
R
O
O
M
S
W
W
W
W W W W
KIO
S
K

1
KIO
S
K

2
11-1/4°
BEND
11-1/4°
BEND
8" TEE W/ (3) 8" GV
6" TEE W/ (3) 6" GV
100°
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
S
S
S
S
S
S
S
S
CO 1
CO 8
CO 5
CO 2
CO 6
CO 3
8" P
V
C
8" P
V
C
8"

P
V
C
8"
P
V
C
8" P
V
C
8"
P
V
C
8"

P
V
C
8"

P
V
C
4
"

P
V
C

S
C
H
4
0
4"

P
V
C

S
C
H
4
0
4
"

P
V
C

S
C
H
4
0
4" PVC SCH4
0
4"
P
V
C

S
C
H
4
0
4
"

P
V
C

S
C
H
4
0
4" PVC SCH40
EXISTING TELEPHONE
LINE AND BOX TO BE RELOCATED
PROPOSED 2" WATER SERVICE
WITH 2" CORP STOP
PROPOSED 2" WATER METER
AND RPZ WITH TEMPORARY
PLUG FOR FUTURE EXTENSION
(SEE AMENITY CENTER PLANS)
R
R
R
R
R
R
R
R
R
R
R
R
W
R R
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
W
SEC
T
I
O
N

1
B
SE
C
T
I
O
N

2
SE
C
T
I
O
N

1
B
SECTION 1B
SEC
T
I
O
N

3
SEC
T
I
O
N

1
B
PRIVATE 30' MULTI-USE
TRAIL EASEMENT (TYP)
20' PDE
3/4" WM (TYP)
4" CO (TYP)
3/4" WM (TYP)
4" CO (TYP)
PROPOSED 8" DIP
WATER LINE (TYP)
PROPOSED 6" C900 PVC
RECLAIMED WATER LINE (TYP)
8" DIP
WATER LINE (TYP)
PROPOSED 6" C900 PVC
RECLAIMED WATER LINE (TYP)
PROPOSED 8" DIP
WATER LINE (TYP)
FHA (TYP)
VARIABLE WIDTH
PUE
3/4" RWM (TYP)
FHA (TYP)
PDE
20' PDE
VWDE
5' SIDEWALK
EASEMENT
RETAINING WALL #6
WITH SAFETY RAILINGS
20' DE
30' HOLLY SPRINGS
CAPE FEAR BUFFER
ALL
E
Y

4
(25
'

A
C
C
E
S
S

E
A
S
E
M
E
N
T
)
STR
E
E
T

G
(55
'

P
U
B
L
I
C

R
O
W
)
ST
R
E
E
T

G
(5
5
'

P
U
B
L
I
C

R
O
W
)
AL
L
E
Y

4
(2
5
'

A
C
C
E
S
S

E
A
S
E
M
E
N
T
)
LE
L
A
N
D

C
R
E
S
T

D
R
I
V
E
(8
2
'

P
U
B
L
I
C

R
O
W
)
ALLEY 3
(25' ACCESS EASEMENT)
VARIABLE
WIDTH
PUE
10' RETAINING WALL
EASEMENT
20' PDE
(1) 8" TEE
(3) 8" GV
(1) 6" TEE
(3) 6" GV
20' DE
161°
90°
168°
176°
162°
168°
MH 238
MH 239
MH 237
MH 236
MH 235
MH 233
MH 232
MH 234
Revisions
K:
\
1
9
\
1
9
-
0
3
7
0
\
1
9
0
3
7
2
.
2
0
-
C
a
r
o
l
i
n
a

S
p
r
i
n
g
s

P
h
a
s
e
s

1
-
5
\
C
A
D
\
A
S
-
B
U
I
L
T
\
S
e
c
t
i
o
n

2
\
S
H
E
E
T
S
\
C
3
.
0
-
3
.
1
2

U
T
I
L
I
T
Y

P
L
A
N
S
_
A
S
B

S
E
C
T
I
O
N

2
.
d
w
g
-
Fr
i
d
a
y
,

D
e
c
e
m
b
e
r

1
,

2
0
2
3

8
:
1
7
:
4
0

A
M
-

SM
I
T
H
,

A
L
L
I
S
O
N
Sheet No.
Designer
Drawn By
Date
Job No.
Wi
t
h
e
r
s
R
a
v
e
n
e
l
11
5

M
a
c
K
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a
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D
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e

| C
a
r
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,

N
C

2
7
5
1
1

| t
:

9
1
9
.
4
6
9
.
3
3
4
0

| l
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#
:

F
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1
4
7
9

| w
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a
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s

[ S
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r
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e
y
o
r
s
R
E
C
O
R
D

D
R
A
W
I
N
G
S
CA
R
O
L
I
N
A

S
P
R
I
N
G
S
P
H
A
S
E

1

S
E
C
T
I
O
N

2
HO
L
L
Y

S
P
R
I
N
G
S
,

N
O
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T
H

C
A
R
O
L
I
N
A
02190372.20
08/28/23
WR
WR
UT
I
L
I
T
Y

P
L
A
N
C3.3
GRAPHIC SCALE
1 inch = 30 ft.
30 0 15 30 60SEE SHEET C3.2 FOR CONTINUATION
SEE SHEET C3.4 FOR CONTINUATION
SE
E

S
H
E
E
T

C
3
.
6

F
O
R

C
O
N
T
I
N
U
A
T
I
O
N
EASEMENT ABBREVIATION LEGEND
UTILITY ABBREVIATION LEGEND
FHA FIRE HYDRANT ASSEMBLY
BOA BLOWOFF ASSEMBLY
GV GATE VALVE
RED REDUCER
DE DRAINAGE EASEMENT (PUBLIC)
GE GREENWAY EASEMENT (PUBLIC)
PDE PRIVATE DRAINAGE EASEMENT
PGE PRIVATE GREENWAY EASEMENT
PUE PUBLIC UTILITY EASEMENT
SCMMAE SCM MAINTENANCE AND ACCESS EASEMENT
SDTE SIGHT DISTANCE EASEMENT
STE STREET TREE EASEMENT
VWDE VARIABLE WIDTH DRAINAGE EASEMENT (PUBLIC)
LE LANDSCAPE EASEMENT
EXISTING TELEPHONE LINE ALONG
WOODFIELD DEAD END ROAD TO BE
RELOCATED BUT MUST REMAIN
OPERATIONAL FOR ADJACENT
PROPERTY OWNERS TO THE NORTH
FUTURE AMENITY CENTER
I certify that these as-builts are accurate and that each of the items listed on the Town’s “As-Built
Checklist” as contained in the Town of Holly Springs Engineering Design and Construction
Standards is provided on this set of as-built drawings (26 total sheets in this set). I certify that
all of the information provided is field-verified as-built information.
(Seal) ________________________________ ___________________
Signature Registered Land Surveyor Date
(Seal) ________________________________ ___________________
Signature by Professional Engineer Date
_____________________________________ ______________
Acceptance by Construction Inspector Date
N O R T H C A RO
L
I
N
A
C
U
R
TIS M . B L A Z IE R
PR O F E SSIO
N
A
L
E
NGI N E E R
SEAL
033840
N O R T H C A RO
L
I
N
A
B
E
N
J A
MIN E . D A Y T ON
PR O F E SSIO
N
A
L
L
A
N
D
SU R V E YOR
SEAL
L-4390
RECORD DRAWING NOTES:
1.THIS RECORD DRAWING SET OF PLANS IS BASED ON FIELD SURVEY PREPARED BY
WITHERSRAVENEL. INFORMATION SHOWN HEREON IS COMPRISED OF EXISTING AND
PROPOSED CONDITIONS AS ORIGINALLY APPROVED BY THE TOWN OF HOLLY SPRINGS UNLESS
OTHERWISE NOTED.
2.THE SANITARY SEWER AND STORM SEWER ASSOCIATED WITH CAROLINA SPRINGS PHASE 1,
SECTION 2 HAVE BEEN PHYSICALLY SURVEYED AND THIS PLAN REPRESENTS, TO THE BEST OF
OUR KNOWLEDGE, THE HORIZONTAL AND VERTICAL LOCATIONS OF THESE UTILITIES.
3.THE WATERLINE INFORMATION SHOWN ON THESE PLANS IS FROM PERIODIC INSPECTIONS
CONDUCTED THROUGHOUT THE CONSTRUCTION PHASE OF THE PROJECT. WITHERSRAVENEL
MAKES NO GUARANTEE OF THE SURVEYED ACCURACY OF THE WATERLINE SHOWN.
4.WITHERSRAVENEL IS NOT HELD RESPONSIBLE FOR INACCURACIES IN PLANS DUE TO SKETCHES
OR OTHER INFORMATION RECEIVED FROM CONTRACTOR(S) THAT DO NOT ACCURATELY
REFLECT FINISHED CONSTRUCTION FIELD CONDITIONS.
5. IN STREETS AND UTILITIES LOCATED IN THE TRIASSIC BASIN AS SHOWN IN TOHS DETAIL HS356
(WHERE TRIASSIC SOILS ON COMPRESSIBLE MINIATURE TRIASSIC SEDIMENTARY ROCK-LIKE MATERIAL
EXISTS) THERE WILL BE CERTAIN SPECIAL CRITERIA REQUIRED FOR ROADWAY CONSTRUCTION.
THE FOLLOWING MINIMUMS WILL BE REQUIRED OF DEVELOPERS:
1.PRE-QUALIFIED GEO-TECHNICAL FIRM APPROVED BY THE TOWN MUST BE ON SITE FULL TIME
WHILE THE UTILITIES AND ROADWAYS ARE BEING CONSTRUCTED.
2.DOCUMENTATION OF MOISTURE CONTENT, COMPACTION, DENSITY, GEOGRID DESIGN CRITERIA,
ETC. MUST BE PROVIDED TO TOWN INSPECTOR.
3.ALL ROADWAYS WILL HAVE TO BE PROOF-ROLLED AT BOTH SUB GRADE AND STONE GRADE BY
TOWN INSPECTOR AS WELL.
4.THE STANDARD ROADWAY CROSS-SECTION WILL BE WOVEN GEO-FABRIC DESIGN CRITERIA HP 270
OR EQUAL ON ENTIRE ROAD (AND MUST BE APPROVED BY THE TOWN OF HOLLY SPRINGS), 7” ABC
STONE, WITH ASPHALT COMPLETED IN STAGED CONSTRUCTION OF 2.5” I-19 ASPHALT AND 1.5”
S9.5C IN STAGE ONE AND 1.5” S9.5C FINAL OVERLAY INITIAL ONE-YEAR WARRANTY WITH AN
ADDITIONAL YEAR EXTENSION STARTING AFTER FINAL OVERLAY SHALL BE REQUIRED FOR
ROADWAYS. FOR THE EXTENDED WARRANTY PERIOD, IT WILL BE REQUIRED TO POST A BOND, LOC,
OR CASH FOR 50% OF ACTUAL COST OF ROADWAY (STORM DRAINAGE, CURB & GUTTER,
SIDEWALK AND PAVEMENT).
5.WHERE MANHOLES ARE LOCATED IN STREETS IT WILL BE REQUIRED TO HAVE SUITABLE OFF-SITE
STRUCTURAL MATERIAL OR ABC STONE TO BACKFILL AROUND EXCAVATION OF MANHOLES UP TO
SUBGRADE.
6.AN ADDITIONAL FOOT OF STONE WILL BE REQUIRED 10' EITHER SIDE OF MANHOLE FOR ENTIRE
WIDTH OF ROADWAY.
ADDITIONAL MEASURES MAY BE DEEMED NECESSARY BY THE TOWN PENDING SEVERITY OF THE SOILS.
THE PAVEMENT THICKNESS OF ANY STREET SHALL, AT A MINIMUM, EQUAL THE DESIGN SHOWN IN THE
STANDARD DETAILS SECTION OF THESE STANDARDS FOR THE VARIOUS STREET WIDTHS.
APPROVED PAVEMENT DESIGN METHODS INCLUDE THOSE AS PROPOSED BY NCDOT, THE 1986 AASHTO
GUIDELINES AND THE 1981 ASPHALT INSTITUTE MS 1 DOCUMENT.
THE AASHTO METHOD WILL REQUIRE USE OF A TERMINAL SERVICEABILITY INDEX OF 2.0 FOR
COLLECTORS AND 2.5 FOR THOROUGHFARES, SO = 0.49 FOR FLEXIBLE PAVEMENT AND SO = 0.39 FOR
RIGID PAVEMENTS, AND A RELIABILITY OF 98% FOR THOROUGHFARES AND A RELIABILITY OF 95% FOR
COLLECTORS.
ALL STREETS MAINTAINED BY THE NCDOT MUST RECEIVE APPROVAL OF THE PAVEMENT DESIGN FROM
NCDOT PRIOR TO THE BEGINNING OF CONSTRUCTION. NORMAL CROWN FOR THE PAVEMENT SECTION
SHALL BE ¼”/FOOT, EXCEPT AS APPROVED FOR SUPERELEVATED CROSS[1]SECTIONS
NOT PART OF
THIS PHASE
NOT PART OF
THIS PHASE
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
117
204
383 382 379
422425426423424
214
213
212
211
210
404 405 406 407 408 410 411 412 413 414
419418417416
111
112
113
114
110
387
421
384
245 247 248 249
119118116
415 420
120
250
246
390392393395396
OPEN SPACE
244
409
385389
394
401 400 399 398
381 380
115
206208207 205209
397
402
391 388 386
403
430 427428429431
435 432433434436
LAST MH FOR
SECTION 4
LAST MH FOR SECTION 1B
PROPOSED
LIGHT POLE (TYP)
45° BEND
45° BEND
45° BEND
45° BEND
45° BEND
45° BEND
174°
45° BEND
100YR BACKWATER EASEMENT
SSSS
S
S
SS
SS
SSSS
SSSSSSSS
SSSSSSSSSSSSSS
SS
SS
SS
SS
SSSSSSSSSSSSSS
SS
SS SS SS SS SS
SSSSSSSSSS
SS
SS
SS
SS
SS
SS
8"
P
V
C8" PV
C
8
"

P
V
C
8"

P
V
C
8" PVC
8" PVC
8" PVC
8"

P
V
C
8"

P
V
C
8" PVC
8" DIP
8" PVC8" PVC
8"

P
V
C
W W W W W W WRRRRRRRRRRRRRRRRRRR
W W W W W W W W W W W W W W W W W W W W W W W W W W
R R R R R R R
R R
R
R R R R
R R R R R R R R
W W W W W W W W W W W W W W W W W W W W W
R R R R R R R
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
WWWW
WW
W
W
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R R R R R R R R R R R R R R R R R R R R R R R R
W
W
W W
R R R R RSE
C
T
I
O
N

2
SE
C
T
I
O
N

5
SECTION 5
SECTION 3
SE
C
T
I
O
N

2
SE
C
T
I
O
N

1
B
SE
C
T
I
O
N

3
SE
C
T
I
O
N

1
B
SE
C
T
I
O
N

2
SE
C
T
I
O
N

1
B
SECTION 2
SECTION 1B
SE
C
T
I
O
N

3
PROPOSED 8" DIP
WATER LINE (TYP)
TOP OF BANK
(1) 8" TEE
(3) 8" GV
(1) 6" TEE
(3) 6" GV
EXISTING EOP
TIE TO EXISTING ROAD
20' PDE
20' PDE
20' PDE
FHA (TYP)
FHA
(TYP)
FHA (TYP)
FHA (TYP)
3/4" WM
(TYP)4" CO (TYP)
(1) 8" CROSS
(4) 8" GV)
(1) 6"x6" CROSS
(4) 6" GV)
(1) 8" CROSS
(4) 8" GV)
PROPOSED 8" DIP
WATER LINE (TYP)
PROPOSED 6" C900 PVC
RECLAIMED WATER LINE (TYP)
PROPOSED 6" C900 PVC
RECLAIMED WATER LINE (TYP)
(1) 2" BOA
(1) 2" GV
(1) 2" BOA
(1) 2" GV
FHA
(TYP)
VILLAGE SQUARE/NEIGHBORHOOD
DISTRICT CENTER DIVIDING BOUNDARY LINE
ST
R
E
E
T

L
(5
5
'

P
U
B
L
I
C

R
O
W
)
PDE
PDE
(1) 2" BOA
(1) 2" GV
(1) 2" BOA
(1) 2" GV
(1) 2" BOA
(1) 2" GV
(1) 2" BOA
(1) 2" GV
DE LE (TYP)
RETAINING WALL #6
WITH SAFETY RAILINGS
PROPOSED 6" C900 PVC
RECLAIMED WATER LINE (TYP)
PROPOSED 8" DIP
WATER LINE (TYP)
(1) 6"x6" CROSS
(4) 6" GV)
WO
O
D
F
I
E
L
D

D
E
A
D

E
N
D

R
O
A
D
(8
2
'

P
U
B
L
I
C

R
O
W
)
20' PDE20' PDE
RETAINING WALL #7
WITH SAFETY RAILINGS
CAROLINA SPRINGS BOULEVARD
(55' PUBLIC ROW)
ALLEY 1
(25' ACCESS EASEMENT)
ST
R
E
E
T

G
(5
5
'

P
U
B
L
I
C

R
O
W
)
AL
L
E
Y

4
(2
5
'

A
C
C
E
S
S

E
A
S
E
M
E
N
T
)
STREET D
(55' PUBLIC ROW)
STREET D
(55' PUBLIC ROW)
ALLEY 1
(25' ACCESS EASEMENT)
LE
L
A
N
D

C
R
E
S
T
DR
I
V
E
(8
2
'

P
U
B
L
I
C

R
O
W
)
ALLEY 3
(25' ACCESS EASEMENT)
(1) 2" BOA
(1) 2" GV
(1) 2" BOA
(1) 2" GV
CAROLINA SPRINGS BOULEVARD
(82' PUBLIC ROW)
10' RETAINING WALL
EASEMENT
10' RETAINING
WALL EASEMENT
RETAINING WALL #12
WITH SAFETY RAILS
20' PDE
VWDE8" GV
6" GV
20' DE
145°
121°
155°
178°
SE
C
T
I
O
N

2
SE
C
T
I
O
N

4
60113
CO
60115
CO
60117
CO
60118
CO
60119
CO
60120
CO
60123
CO
60124
CO 60125
CO 60126
CO
60129
CO
60131
CO
HYD
90002
FH
90003
WV
HYD
90010
FH90011
WV
90018
RWL BO
90020
WL BO
90021
WV
90022
WV
90023
WV 90024
WV
90026
RWV
90027
RWV
90028
RWV
90029
RWV
60114
WM
60122
WM
60127
WM
60128
WM
60130
WM
61017
WM115
61018
WM116
61019
WM117
61020
WM118
61021
WM119
96074
WM
96075
WM
MH 230
MH 229
MH 336
MH 217
MH 231
MH 218
MH 219
MH 337
MH 339
MH 220
MH 374 MH 227A
Revisions
K:
\
1
9
\
1
9
-
0
3
7
0
\
1
9
0
3
7
2
.
2
0
-
C
a
r
o
l
i
n
a

S
p
r
i
n
g
s

P
h
a
s
e
s

1
-
5
\
C
A
D
\
A
S
-
B
U
I
L
T
\
S
e
c
t
i
o
n

2
\
S
H
E
E
T
S
\
C
3
.
0
-
3
.
1
2

U
T
I
L
I
T
Y

P
L
A
N
S
_
A
S
B

S
E
C
T
I
O
N

2
.
d
w
g
-
Fr
i
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Sheet No.
Designer
Drawn By
Date
Job No.
Wi
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11
5

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02190372.20
08/28/23
WR
WR
UT
I
L
I
T
Y

P
L
A
N
C3.4
GRAPHIC SCALE
1 inch = 30 ft.
30 0 15 30 60
SEE SHEET C3.3 FOR CONTINUATION
SE
E

S
H
E
E
T

C
3
.
5

F
O
R

C
O
N
T
I
N
U
A
T
I
O
N
EASEMENT ABBREVIATION LEGENDEASEMENT ABBREVIATION LEGEND
UTILITY ABBREVIATION LEGEND
FHA FIRE HYDRANT ASSEMBLY
BOA BLOWOFF ASSEMBLY
GV GATE VALVE
RED REDUCER
DE DRAINAGE EASEMENT (PUBLIC)
GE GREENWAY EASEMENT (PUBLIC)
PDE PRIVATE DRAINAGE EASEMENT
PGE PRIVATE GREENWAY EASEMENT
PUE PUBLIC UTILITY EASEMENT
SCMMAE SCM MAINTENANCE AND ACCESS EASEMENT
SDTE SIGHT DISTANCE EASEMENT
STE STREET TREE EASEMENT
VWDE VARIABLE WIDTH DRAINAGE EASEMENT (PUBLIC)
LE LANDSCAPE EASEMENT
I certify that these as-builts are accurate and that each of the items listed on the Town’s “As-Built
Checklist” as contained in the Town of Holly Springs Engineering Design and Construction
Standards is provided on this set of as-built drawings (26 total sheets in this set). I certify that
all of the information provided is field-verified as-built information.
(Seal) ________________________________ ___________________
Signature Registered Land Surveyor Date
(Seal) ________________________________ ___________________
Signature by Professional Engineer Date
_____________________________________ ______________
Acceptance by Construction Inspector Date
N O R T H C A RO
L
I
N
A
C
U
R
TIS M . B L A Z I E R
P R O F E SSIO
N
A
L
E
NG I N E E R
SEAL
033840
N O R T H C A RO
L
I
N
A
B
E
N
J A
MIN E . D A Y T ON
PR O F E SSIO
N
A
L
L
A
N
D
SU R V E YO
R
SEAL
L-4390
RECORD DRAWING NOTES:
1.THIS RECORD DRAWING SET OF PLANS IS BASED ON FIELD SURVEY PREPARED BY
WITHERSRAVENEL. INFORMATION SHOWN HEREON IS COMPRISED OF EXISTING AND
PROPOSED CONDITIONS AS ORIGINALLY APPROVED BY THE TOWN OF HOLLY SPRINGS UNLESS
OTHERWISE NOTED.
2.THE SANITARY SEWER AND STORM SEWER ASSOCIATED WITH CAROLINA SPRINGS PHASE 1,
SECTION 2 HAVE BEEN PHYSICALLY SURVEYED AND THIS PLAN REPRESENTS, TO THE BEST OF
OUR KNOWLEDGE, THE HORIZONTAL AND VERTICAL LOCATIONS OF THESE UTILITIES.
3.THE WATERLINE INFORMATION SHOWN ON THESE PLANS IS FROM PERIODIC INSPECTIONS
CONDUCTED THROUGHOUT THE CONSTRUCTION PHASE OF THE PROJECT. WITHERSRAVENEL
MAKES NO GUARANTEE OF THE SURVEYED ACCURACY OF THE WATERLINE SHOWN.
4.WITHERSRAVENEL IS NOT HELD RESPONSIBLE FOR INACCURACIES IN PLANS DUE TO SKETCHES
OR OTHER INFORMATION RECEIVED FROM CONTRACTOR(S) THAT DO NOT ACCURATELY
REFLECT FINISHED CONSTRUCTION FIELD CONDITIONS.
5. IN STREETS AND UTILITIES LOCATED IN THE TRIASSIC BASIN AS SHOWN IN TOHS DETAIL HS356
(WHERE TRIASSIC SOILS ON COMPRESSIBLE MINIATURE TRIASSIC SEDIMENTARY ROCK-LIKE MATERIAL
EXISTS) THERE WILL BE CERTAIN SPECIAL CRITERIA REQUIRED FOR ROADWAY CONSTRUCTION.
THE FOLLOWING MINIMUMS WILL BE REQUIRED OF DEVELOPERS:
1.PRE-QUALIFIED GEO-TECHNICAL FIRM APPROVED BY THE TOWN MUST BE ON SITE FULL TIME
WHILE THE UTILITIES AND ROADWAYS ARE BEING CONSTRUCTED.
2.DOCUMENTATION OF MOISTURE CONTENT, COMPACTION, DENSITY, GEOGRID DESIGN CRITERIA,
ETC. MUST BE PROVIDED TO TOWN INSPECTOR.
3.ALL ROADWAYS WILL HAVE TO BE PROOF-ROLLED AT BOTH SUB GRADE AND STONE GRADE BY
TOWN INSPECTOR AS WELL.
4.THE STANDARD ROADWAY CROSS-SECTION WILL BE WOVEN GEO-FABRIC DESIGN CRITERIA HP 270
OR EQUAL ON ENTIRE ROAD (AND MUST BE APPROVED BY THE TOWN OF HOLLY SPRINGS), 7” ABC
STONE, WITH ASPHALT COMPLETED IN STAGED CONSTRUCTION OF 2.5” I-19 ASPHALT AND 1.5”
S9.5C IN STAGE ONE AND 1.5” S9.5C FINAL OVERLAY INITIAL ONE-YEAR WARRANTY WITH AN
ADDITIONAL YEAR EXTENSION STARTING AFTER FINAL OVERLAY SHALL BE REQUIRED FOR
ROADWAYS. FOR THE EXTENDED WARRANTY PERIOD, IT WILL BE REQUIRED TO POST A BOND, LOC,
OR CASH FOR 50% OF ACTUAL COST OF ROADWAY (STORM DRAINAGE, CURB & GUTTER,
SIDEWALK AND PAVEMENT).
5.WHERE MANHOLES ARE LOCATED IN STREETS IT WILL BE REQUIRED TO HAVE SUITABLE OFF-SITE
STRUCTURAL MATERIAL OR ABC STONE TO BACKFILL AROUND EXCAVATION OF MANHOLES UP TO
SUBGRADE.
6.AN ADDITIONAL FOOT OF STONE WILL BE REQUIRED 10' EITHER SIDE OF MANHOLE FOR ENTIRE
WIDTH OF ROADWAY.
ADDITIONAL MEASURES MAY BE DEEMED NECESSARY BY THE TOWN PENDING SEVERITY OF THE SOILS.
THE PAVEMENT THICKNESS OF ANY STREET SHALL, AT A MINIMUM, EQUAL THE DESIGN SHOWN IN THE
STANDARD DETAILS SECTION OF THESE STANDARDS FOR THE VARIOUS STREET WIDTHS.
APPROVED PAVEMENT DESIGN METHODS INCLUDE THOSE AS PROPOSED BY NCDOT, THE 1986 AASHTO
GUIDELINES AND THE 1981 ASPHALT INSTITUTE MS 1 DOCUMENT.
THE AASHTO METHOD WILL REQUIRE USE OF A TERMINAL SERVICEABILITY INDEX OF 2.0 FOR
COLLECTORS AND 2.5 FOR THOROUGHFARES, SO = 0.49 FOR FLEXIBLE PAVEMENT AND SO = 0.39 FOR
RIGID PAVEMENTS, AND A RELIABILITY OF 98% FOR THOROUGHFARES AND A RELIABILITY OF 95% FOR
COLLECTORS.
ALL STREETS MAINTAINED BY THE NCDOT MUST RECEIVE APPROVAL OF THE PAVEMENT DESIGN FROM
NCDOT PRIOR TO THE BEGINNING OF CONSTRUCTION. NORMAL CROWN FOR THE PAVEMENT SECTION
SHALL BE ¼”/FOOT, EXCEPT AS APPROVED FOR SUPERELEVATED CROSS[1]SECTIONS
NOT PART OF
THIS PHASE NOT PART OF
THIS PHASE
NOT PART OF
THIS PHASE
128
145
123
146
181
182
183
177
178
179
180
173
174
175
176
184
188 187
189
272
204
273 274
190
375 373
379
361
193
262
278
194
263
279
195
264
280
196
281 282
251
259
267
275
191
252
260
268
276
269
198
254
270
202
255 256
378 377
358
363
271
249
258
203
197 192
186
185
144
142
141
140
139
138137136135134132133130129127126125124
119118
143
120 121 122
131
250 253
277
317318319320321322323324325
201 200 199
257
261
265 266
381 380
376 374 372 371 370 369 368 367 366 365 364 362
360
359
206 205
PROPOSED
LIGHT POLE (TYP)
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SSSSSSSSSSSSSSSSSSSSSSSSSSSS
SSSSSSSSSSSSSSSSSSSSSSSSSS
SS
SS
SS
SS
SS SS SS SS SS SS SS SS SS SS
8"

P
V
C
8"
P
V
C
8" PVC
8" PVC
8" PVC
8" PVC
8"

P
V
C
8" PVC
8" PVC
W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W
R R R R R R R R R R R R R R R R R R R R R R R R R R R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
WWWWWWWWWWWWWWWW
SECTION 4
SECTION 2
6" C900 PVC
RECLAIMED WATER
LINE (TYP)
(1) 8" TEE
(3) 8" GV
(1) 6" TEE
(3) 6" GV
3/4" WM
(TYP)
4" CO (TYP)
FHA (TYP)
FHA (TYP)
PROPOSED 6" C900 PVC
RECLAIMED WATER LINE (TYP)
PROPOSED 8" DIP
WATER LINE
(TYP)
PROPOSED 6" C900 PVC
RECLAIMED WATER LINE (TYP)
VWDE
LE (TYP)
8" DIP
WATER LINE (TYP)
FHA (TYP)
PROPOSED 8" DIP
WATER LINE (TYP)
6" C900 PVC RECLAIMED WATER LINE (TYP)
LE (TYP)
PDE
ST
R
E
E
T

M
(5
1
'

P
U
B
L
I
C

R
O
W
)
AL
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7
(V
A
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I
A
B
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I
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T
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A
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S
S

E
A
S
E
M
E
N
T
)
STREET D
(55' PUBLIC ROW)
(37' ACCESS EASEMENT)
STREET D
(55' PUBLIC ROW)
ALLEY 11
(25' ACCESS EASEMENT)
CAROLINA SPRINGS BOULEVARD
(82' PUBLIC ROW)
AL
L
E
Y

2
(2
5
'

A
C
C
E
S
S

E
A
S
E
M
E
N
T
)
STREET D
(55' PUBLIC ROW)
ALLEY 1
(25' ACCESS EASEMENT)
CA
R
O
L
I
N
A

S
P
R
I
N
G
S

B
O
U
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E
V
A
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D
(82
'

P
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B
L
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C

R
O
W
)
ALLEY 3
(25' ACCESS EASEMENT)
CAROLINA SPRINGS BOULEVARD
(82' PUBLIC ROW)
20' PDE
(1) 2" BOA
(1) 2" GV
20' DE
170°
162°
60022
CO
60023
CO
60024
CO
60025
CO
60026
CO
60027
CO
60028
CO
60029
CO
60030
CO
60033
CO
60035
CO
60036
CO
60037
CO
60040
CO
60041
CO
60042
CO
60044
CO
60046
CO
60048
CO
60050
CO
60052
CO
60054
CO
60056
CO
60057
CO
60058
CO
60059
CO
60060
CO 60061
CO 60062
CO
60064
CO
60066
CO
60068
CO
60070
CO
60072
CO
60074
CO
60076
CO
60078
CO
60080
CO
60082
CO
60084
CO
60086
CO
60088
CO
60098
CO
60099
CO
60100
CO
60101
CO
60102
CO
60103
CO
60104
CO
60105
CO60106
CO
60108
CO
60109
CO
60110
CO
60112
CO
60113
CO
60115
CO
60117
CO
60126
CO
60129
CO
60131
CO
60132
CO
60133
CO
60134
CO 96079
CO
90003
90035
WV
H YD
90036
FH
90042
FH
90055
WV
60012
60013
WM
60014
WM
60015
WM
60016
WM60017
WM
60018
WM60019
WM
60020
WM
60021
WM
60031
WM
60032
WM
60034
WM
60038
WM
60039
WM
60043
WM
60045
WM
60047
WM
60049
WM
60051
WM
60053
WM
60055
WM
60063
WM
60065
WM
60067
WM
60069
WM 60071
WM
60073
WM
60075
WM
60077
WM
60079
WM
60081
WM
60083
WM
60085
WM
60087
WM
60111
WM
60114
WM
60127
WM
60128
WM
60130
WM
61020
WM118
61021
WM119
61024
WM123
61025
WM124
61026
WM135
96076
WM
96077
WM
96078
WM 96080
WM 96081
WM
96082
WM
96083
WM
96084
WM 96085
WM
96086
WM
96087
WM
96088
WM
96089
WM
96090
WM 96091
WM
96092
WM
96093
WM
96094
WM
96095
WM
96096
WM
96097
WM
MH 423
MH 335 MH 334
MH 216
MH 214
MH 354(0)
MH 213
MH 332
MH 94
Revisions
K:
\
1
9
\
1
9
-
0
3
7
0
\
1
9
0
3
7
2
.
2
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3
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1
2

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A
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2
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2
3

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8
:
1
6

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A
L
L
I
S
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Sheet No.
Designer
Drawn By
Date
Job No.
Wi
t
h
e
r
s
R
a
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l
11
5

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02190372.20
08/28/23
WR
WR
UT
I
L
I
T
Y

P
L
A
N
C3.5
GRAPHIC SCALE
1 inch = 30 ft.
30 0 15 30 60
SEE SHEET C3.6 FOR CONTINUATION
SE
E

S
H
E
E
T

C
3
.
4

F
O
R

C
O
N
T
I
N
U
A
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I
O
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SE
E

S
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C
3
.
8

F
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U
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I
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SEE SHEET C3.7 FOR CONTINUATION
EASEMENT ABBREVIATION LEGEND
UTILITY ABBREVIATION LEGEND
FHA FIRE HYDRANT ASSEMBLY
BOA BLOWOFF ASSEMBLY
GV GATE VALVE
RED REDUCER
DE DRAINAGE EASEMENT (PUBLIC)
GE GREENWAY EASEMENT (PUBLIC)
PDE PRIVATE DRAINAGE EASEMENT
PGE PRIVATE GREENWAY EASEMENT
PUE PUBLIC UTILITY EASEMENT
SCMMAE SCM MAINTENANCE AND ACCESS EASEMENT
SDTE SIGHT DISTANCE EASEMENT
STE STREET TREE EASEMENT
VWDE VARIABLE WIDTH DRAINAGE EASEMENT (PUBLIC)
LE LANDSCAPE EASEMENT
I certify that these as-builts are accurate and that each of the items listed on the Town’s “As-Built
Checklist” as contained in the Town of Holly Springs Engineering Design and Construction
Standards is provided on this set of as-built drawings (26 total sheets in this set). I certify that
all of the information provided is field-verified as-built information.
(Seal) ________________________________ ___________________
Signature Registered Land Surveyor Date
(Seal) ________________________________ ___________________
Signature by Professional Engineer Date
_____________________________________ ______________
Acceptance by Construction Inspector Date
N O R T H C A RO
L
I
N
A
C
U
R
TIS M . B L A Z IE R
PR O F E SSIO
N
A
L
E
NGI N E E R
SEAL
033840
N O R T H C A RO
L
I
N
A
B
E
N
J
A
MIN E . D A Y T ON
PR O F E SSIO
N
A
L
L
A
N
D SU R V E YOR
SEAL
L-4390
RECORD DRAWING NOTES:
1.THIS RECORD DRAWING SET OF PLANS IS BASED ON FIELD SURVEY PREPARED BY
WITHERSRAVENEL. INFORMATION SHOWN HEREON IS COMPRISED OF EXISTING AND
PROPOSED CONDITIONS AS ORIGINALLY APPROVED BY THE TOWN OF HOLLY SPRINGS UNLESS
OTHERWISE NOTED.
2.THE SANITARY SEWER AND STORM SEWER ASSOCIATED WITH CAROLINA SPRINGS PHASE 1,
SECTION 2 HAVE BEEN PHYSICALLY SURVEYED AND THIS PLAN REPRESENTS, TO THE BEST OF
OUR KNOWLEDGE, THE HORIZONTAL AND VERTICAL LOCATIONS OF THESE UTILITIES.
3.THE WATERLINE INFORMATION SHOWN ON THESE PLANS IS FROM PERIODIC INSPECTIONS
CONDUCTED THROUGHOUT THE CONSTRUCTION PHASE OF THE PROJECT. WITHERSRAVENEL
MAKES NO GUARANTEE OF THE SURVEYED ACCURACY OF THE WATERLINE SHOWN.
4.WITHERSRAVENEL IS NOT HELD RESPONSIBLE FOR INACCURACIES IN PLANS DUE TO SKETCHES
OR OTHER INFORMATION RECEIVED FROM CONTRACTOR(S) THAT DO NOT ACCURATELY
REFLECT FINISHED CONSTRUCTION FIELD CONDITIONS.
5. IN STREETS AND UTILITIES LOCATED IN THE TRIASSIC BASIN AS SHOWN IN TOHS DETAIL HS356
(WHERE TRIASSIC SOILS ON COMPRESSIBLE MINIATURE TRIASSIC SEDIMENTARY ROCK-LIKE MATERIAL
EXISTS) THERE WILL BE CERTAIN SPECIAL CRITERIA REQUIRED FOR ROADWAY CONSTRUCTION.
THE FOLLOWING MINIMUMS WILL BE REQUIRED OF DEVELOPERS:
1.PRE-QUALIFIED GEO-TECHNICAL FIRM APPROVED BY THE TOWN MUST BE ON SITE FULL TIME
WHILE THE UTILITIES AND ROADWAYS ARE BEING CONSTRUCTED.
2.DOCUMENTATION OF MOISTURE CONTENT, COMPACTION, DENSITY, GEOGRID DESIGN CRITERIA,
ETC. MUST BE PROVIDED TO TOWN INSPECTOR.
3.ALL ROADWAYS WILL HAVE TO BE PROOF-ROLLED AT BOTH SUB GRADE AND STONE GRADE BY
TOWN INSPECTOR AS WELL.
4.THE STANDARD ROADWAY CROSS-SECTION WILL BE WOVEN GEO-FABRIC DESIGN CRITERIA HP 270
OR EQUAL ON ENTIRE ROAD (AND MUST BE APPROVED BY THE TOWN OF HOLLY SPRINGS), 7” ABC
STONE, WITH ASPHALT COMPLETED IN STAGED CONSTRUCTION OF 2.5” I-19 ASPHALT AND 1.5”
S9.5C IN STAGE ONE AND 1.5” S9.5C FINAL OVERLAY INITIAL ONE-YEAR WARRANTY WITH AN
ADDITIONAL YEAR EXTENSION STARTING AFTER FINAL OVERLAY SHALL BE REQUIRED FOR
ROADWAYS. FOR THE EXTENDED WARRANTY PERIOD, IT WILL BE REQUIRED TO POST A BOND, LOC,
OR CASH FOR 50% OF ACTUAL COST OF ROADWAY (STORM DRAINAGE, CURB & GUTTER,
SIDEWALK AND PAVEMENT).
5.WHERE MANHOLES ARE LOCATED IN STREETS IT WILL BE REQUIRED TO HAVE SUITABLE OFF-SITE
STRUCTURAL MATERIAL OR ABC STONE TO BACKFILL AROUND EXCAVATION OF MANHOLES UP TO
SUBGRADE.
6.AN ADDITIONAL FOOT OF STONE WILL BE REQUIRED 10' EITHER SIDE OF MANHOLE FOR ENTIRE
WIDTH OF ROADWAY.
ADDITIONAL MEASURES MAY BE DEEMED NECESSARY BY THE TOWN PENDING SEVERITY OF THE SOILS.
THE PAVEMENT THICKNESS OF ANY STREET SHALL, AT A MINIMUM, EQUAL THE DESIGN SHOWN IN THE
STANDARD DETAILS SECTION OF THESE STANDARDS FOR THE VARIOUS STREET WIDTHS.
APPROVED PAVEMENT DESIGN METHODS INCLUDE THOSE AS PROPOSED BY NCDOT, THE 1986 AASHTO
GUIDELINES AND THE 1981 ASPHALT INSTITUTE MS 1 DOCUMENT.
THE AASHTO METHOD WILL REQUIRE USE OF A TERMINAL SERVICEABILITY INDEX OF 2.0 FOR
COLLECTORS AND 2.5 FOR THOROUGHFARES, SO = 0.49 FOR FLEXIBLE PAVEMENT AND SO = 0.39 FOR
RIGID PAVEMENTS, AND A RELIABILITY OF 98% FOR THOROUGHFARES AND A RELIABILITY OF 95% FOR
COLLECTORS.
ALL STREETS MAINTAINED BY THE NCDOT MUST RECEIVE APPROVAL OF THE PAVEMENT DESIGN FROM
NCDOT PRIOR TO THE BEGINNING OF CONSTRUCTION. NORMAL CROWN FOR THE PAVEMENT SECTION
SHALL BE ¼”/FOOT, EXCEPT AS APPROVED FOR SUPERELEVATED CROSS[1]SECTIONS
NOT PART OF
THIS PHASE
NOT PART OF
THIS PHASE
150
151
152
145
146
154
147
172
173
174
155
153
149
148
144
142
141
143
160
159
156
161
58
53 54 55 56 57 6059 6261
158
157
SAND
VOLLEYBALL
PLAY LAWN
W
W
W
W
W
W
W
W
W
TP
T
P
T
P
T
P
TP
W
W
W
W
LAST MH FOR
SECTION 1A
8'
20' DE
20' DE
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SSSSSSSSSSSSSSSSSSSSSS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
S
S
S
S
S
S
S
S
S
S
CO 8
8" PV
C
8"

D
I
P
8" P
V
C
8"
P
V
C
8" PVC
8" PVC
8"
P
V
C
8"
P
V
C
8
"

P
V
C
4" PVC SCH40
4
"

P
V
C

S
C
H
4
0
4
"

P
V
C

S
C
H
4
0
175°
137°
118°
135°
157°
73°
160°
118°
R
R
R
R
R
R
R
R
R
R
R
R
R
W
W
W
W W W W W W W W W W W W W W W W W W W W W W W W W
W
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R R R R R R R R R R R R R R R R R R R R R R R
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
P
H
A
S
E

2
SE
C
T
I
O
N

1
A
SE
C
T
I
O
N

2
SE
C
T
I
O
N

2
EXISTING POND
TO REMAIN
SCM 8
WET DETENTION POND
6" C900 PVC
RECLAIMED WATER
LINE (TYP)
PRIVATE 30' MULTI-USE
TRAIL EASEMENT (TYP)
20' SCMMAE
PRIVATE 30' MULTI-USE
TRAIL EASEMENT (TYP)
(1) 6" CROSS
(4) 6" GV
(1) 12" X 8" TEE
(2) 12" GV &
(1) 8" GV
(1) 6" TEE
(3) 6" GV
(1) 12"X8" TEE
(2) 12" GV
(1) 8" GV
FHA (TYP)
3/4" WM
(TYP)
4" CO (TYP)
PROPOSED 12" DIP
WATER LINE (TYP)
6" PVC
RECLAIMED WATER
LINE (TYP)
PROPOSED 8" DIP
WATER LINE (TYP)
PROPOSED 6" C900 PVC
RECLAIMED WATER LINE (TYP)
30' DE
20' SCMMAE
PROPOSED 12" DIP
WATER LINE (TYP)
PROPOSED 6" C900
PVC RECLAIMED
WATER LINE (TYP)
PDE
3/4" WM
(TYP)
4" CO (TYP)
FHA (TYP)
6" CO (TYP)
FHA (TYP)
15' SIDEWALK
EASEMENT
20' DE
20' DE
20' DE
5' SIDEWALK
EASEMENT
LE
(TYP)
LE (TYP)
20' DE
ALLEY 10
(25' ACCESS EASEMENT)
CAR
O
V
A

B
E
N
D
(55'

P
U
B
L
I
C

R
O
W
)
C
A
R
O
V
A

B
E
N
D
(
5
5
'

P
U
B
L
I
C

R
O
W
)
AL
L
E
Y

3
(25'

A
C
C
E
S
S

E
A
S
E
M
E
N
T
)
ALLEY 3
(25' ACCESS EASEMENT)
20' DE
(1) 2" BOA
(1) 2" GV
100YR BACKWATER
EASEMENT
ELEV. 287.87
FEMA EFFECTIVE
100 YEAR
30' PUE
30' PUE
20' TOWN OF HOLLY SPRINGS
PUBLIC UTILITY EASEMENT
6" DIP FIRE
WATER LINE
(TYP)
60084
CO
60086
CO
60088
CO
60091
CO
60092
CO
60093
CO
60094
CO
60095
CO
60096
CO
60097
CO
60098
CO
60099
CO
60100
CO
60101
CO
60102
CO
90041
WV
HYD
90042
FH
HY D
90053
FH
90054
WV
90055
WV
97016
RWV
97017
RWV
97018
RWV
60000
WM
60006
WM
60007
WM60008
WM
60009
WM
60010
WM
60011
WM
60012
WM
60013
WM
60014
WM
60015
WM
60016
WM60017
WM
WM WM
60087
WM
60089
WM
MH 201 B
CO 9
MH 201 A
MH 200
MH 87
MH 86
MH 85A
MH 85
MH 84
1
METER 162
2
SS 162
Revisions
K:
\
1
9
\
1
9
-
0
3
7
0
\
1
9
0
3
7
2
.
2
0
-
C
a
r
o
l
i
n
a

S
p
r
i
n
g
s

P
h
a
s
e
s

1
-
5
\
C
A
D
\
A
S
-
B
U
I
L
T
\
S
e
c
t
i
o
n

2
\
S
H
E
E
T
S
\
C
3
.
0
-
3
.
1
2

U
T
I
L
I
T
Y

P
L
A
N
S
_
A
S
B

S
E
C
T
I
O
N

2
.
d
w
g
-
Fr
i
d
a
y
,

D
e
c
e
m
b
e
r

1
,

2
0
2
3

8
:
1
8
:
3
2

A
M
-

SM
I
T
H
,

A
L
L
I
S
O
N
Sheet No.
Designer
Drawn By
Date
Job No.
Wi
t
h
e
r
s
R
a
v
e
n
e
l
11
5

M
a
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| C
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,

N
C

2
7
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1
1

| t
:

9
1
9
.
4
6
9
.
3
3
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:

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4
7
9

| w
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s

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r
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o
r
s
R
E
C
O
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D

D
R
A
W
I
N
G
S
CA
R
O
L
I
N
A

S
P
R
I
N
G
S
P
H
A
S
E

1

S
E
C
T
I
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N

2
HO
L
L
Y

S
P
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I
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G
S
,

N
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T
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C
A
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O
L
I
N
A
02190372.20
08/28/23
WR
WR
UT
I
L
I
T
Y

P
L
A
N
C3.6
GRAPHIC SCALE
1 inch = 30 ft.
30 0 15 30 60
EASEMENT ABBREVIATION LEGEND
DE DRAINAGE EASEMENT (PUBLIC)
GE GREENWAY EASEMENT (PUBLIC)
PDE PRIVATE DRAINAGE EASEMENT
PGE PRIVATE GREENWAY EASEMENT
PUE PUBLIC UTILITY EASEMENT
SCMMAE SCM MAINTENANCE AND ACCESS EASEMENT
SDTE SIGHT DISTANCE EASEMENT
STE STREET TREE EASEMENT
VWDE VARIABLE WIDTH DRAINAGE EASEMENT (PUBLIC)
LE LANDSCAPE EASEMENT
UTILITY ABBREVIATION LEGEND
FHA FIRE HYDRANT ASSEMBLY
BOA BLOWOFF ASSEMBLY
GV GATE VALVE
RED REDUCER
SEE SHEET C3.2 FOR CONTINUATION
SE
E

S
H
E
E
T

C
3
.
3
F
O
R

C
O
N
T
I
N
U
A
T
I
O
N
SE
E

S
H
E
E
T

C
3
.
9

F
O
R

C
O
N
T
I
N
U
A
T
I
O
N
SEE SHEET C3.5 FOR CONTINUATION
SEE SHEET C3.10 FOR CONTINUATION
NOT PART OF
THIS PHASE
I certify that these as-builts are accurate and that each of the items listed on the Town’s “As-Built
Checklist” as contained in the Town of Holly Springs Engineering Design and Construction
Standards is provided on this set of as-built drawings (26 total sheets in this set). I certify that
all of the information provided is field-verified as-built information.
(Seal) ________________________________ ___________________
Signature Registered Land Surveyor Date
(Seal) ________________________________ ___________________
Signature by Professional Engineer Date
_____________________________________ ______________
Acceptance by Construction Inspector Date
N O R T H C A RO
L
I
N
A
C
U
R
TIS M . B L A Z I E R
PR O F E SSIO
N
A
L
E
NGI N E E R
SEAL
033840
N O R T H C A RO
LI
N
A
B
E
N
J A
MIN E . D A Y T ON
PR O F E SSIO
N
A
L
L
A
N
D
SU R V E YO
R
SEAL
L-4390
RECORD DRAWING NOTES:
1.THIS RECORD DRAWING SET OF PLANS IS BASED ON FIELD SURVEY PREPARED BY
WITHERSRAVENEL. INFORMATION SHOWN HEREON IS COMPRISED OF EXISTING AND
PROPOSED CONDITIONS AS ORIGINALLY APPROVED BY THE TOWN OF HOLLY SPRINGS UNLESS
OTHERWISE NOTED.
2.THE SANITARY SEWER AND STORM SEWER ASSOCIATED WITH CAROLINA SPRINGS PHASE 1,
SECTION 1B HAVE BEEN PHYSICALLY SURVEYED AND THIS PLAN REPRESENTS, TO THE BEST OF
OUR KNOWLEDGE, THE HORIZONTAL AND VERTICAL LOCATIONS OF THESE UTILITIES.
3.THE WATERLINE INFORMATION SHOWN ON THESE PLANS IS FROM PERIODIC INSPECTIONS
CONDUCTED THROUGHOUT THE CONSTRUCTION PHASE OF THE PROJECT. WITHERSRAVENEL
MAKES NO GUARANTEE OF THE SURVEYED ACCURACY OF THE WATERLINE SHOWN.
4.WITHERSRAVENEL IS NOT HELD RESPONSIBLE FOR INACCURACIES IN PLANS DUE TO SKETCHES
OR OTHER INFORMATION RECEIVED FROM CONTRACTOR(S) THAT DO NOT ACCURATELY
REFLECT FINISHED CONSTRUCTION FIELD CONDITIONS.
5. IN STREETS AND UTILITIES LOCATED IN THE TRIASSIC BASIN AS SHOWN IN TOHS DETAIL HS356
(WHERE TRIASSIC SOILS ON COMPRESSIBLE MINIATURE TRIASSIC SEDIMENTARY ROCK-LIKE MATERIAL
EXISTS) THERE WILL BE CERTAIN SPECIAL CRITERIA REQUIRED FOR ROADWAY CONSTRUCTION.
THE FOLLOWING MINIMUMS WILL BE REQUIRED OF DEVELOPERS:
1.PRE-QUALIFIED GEO-TECHNICAL FIRM APPROVED BY THE TOWN MUST BE ON SITE FULL TIME
WHILE THE UTILITIES AND ROADWAYS ARE BEING CONSTRUCTED.
2.DOCUMENTATION OF MOISTURE CONTENT, COMPACTION, DENSITY, GEOGRID DESIGN CRITERIA,
ETC. MUST BE PROVIDED TO TOWN INSPECTOR.
3.ALL ROADWAYS WILL HAVE TO BE PROOF-ROLLED AT BOTH SUB GRADE AND STONE GRADE BY
TOWN INSPECTOR AS WELL.
4.THE STANDARD ROADWAY CROSS-SECTION WILL BE WOVEN GEO-FABRIC DESIGN CRITERIA HP 270
OR EQUAL ON ENTIRE ROAD (AND MUST BE APPROVED BY THE TOWN OF HOLLY SPRINGS), 7” ABC
STONE, WITH ASPHALT COMPLETED IN STAGED CONSTRUCTION OF 2.5” I-19 ASPHALT AND 1.5”
S9.5C IN STAGE ONE AND 1.5” S9.5C FINAL OVERLAY INITIAL ONE-YEAR WARRANTY WITH AN
ADDITIONAL YEAR EXTENSION STARTING AFTER FINAL OVERLAY SHALL BE REQUIRED FOR
ROADWAYS. FOR THE EXTENDED WARRANTY PERIOD, IT WILL BE REQUIRED TO POST A BOND, LOC,
OR CASH FOR 50% OF ACTUAL COST OF ROADWAY (STORM DRAINAGE, CURB & GUTTER,
SIDEWALK AND PAVEMENT).
5.WHERE MANHOLES ARE LOCATED IN STREETS IT WILL BE REQUIRED TO HAVE SUITABLE OFF-SITE
STRUCTURAL MATERIAL OR ABC STONE TO BACKFILL AROUND EXCAVATION OF MANHOLES UP TO
SUBGRADE.
6.AN ADDITIONAL FOOT OF STONE WILL BE REQUIRED 10' EITHER SIDE OF MANHOLE FOR ENTIRE
WIDTH OF ROADWAY.
ADDITIONAL MEASURES MAY BE DEEMED NECESSARY BY THE TOWN PENDING SEVERITY OF THE SOILS.
THE PAVEMENT THICKNESS OF ANY STREET SHALL, AT A MINIMUM, EQUAL THE DESIGN SHOWN IN THE
STANDARD DETAILS SECTION OF THESE STANDARDS FOR THE VARIOUS STREET WIDTHS.
APPROVED PAVEMENT DESIGN METHODS INCLUDE THOSE AS PROPOSED BY NCDOT, THE 1986 AASHTO
GUIDELINES AND THE 1981 ASPHALT INSTITUTE MS 1 DOCUMENT.
THE AASHTO METHOD WILL REQUIRE USE OF A TERMINAL SERVICEABILITY INDEX OF 2.0 FOR
COLLECTORS AND 2.5 FOR THOROUGHFARES, SO = 0.49 FOR FLEXIBLE PAVEMENT AND SO = 0.39 FOR
RIGID PAVEMENTS, AND A RELIABILITY OF 98% FOR THOROUGHFARES AND A RELIABILITY OF 95% FOR
COLLECTORS.
ALL STREETS MAINTAINED BY THE NCDOT MUST RECEIVE APPROVAL OF THE PAVEMENT DESIGN FROM
NCDOT PRIOR TO THE BEGINNING OF CONSTRUCTION. NORMAL CROWN FOR THE PAVEMENT SECTION
SHALL BE ¼”/FOOT, EXCEPT AS APPROVED FOR SUPERELEVATED CROSS[1]SECTIONS
169
171
145
146
147
181
182
183
177
178
179
180
172
173
174
175
176
184
272
288
273 274
166
278 279 280 281 282
275 276
284 285 286 287
271
185
149
148
144
143
283
277
312313314315316317318319320321322323324325
170
168
167
309
306
305
304
302
301
300
299
297
296
295
294
293
292
291
290
289
298
303
307
308
90°
165°
168°
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SSSSSSSS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SSSSSSSSSSSSSSSSSSSSSSSSSS
SS
SS
SS
SS
SS
SS
8"
P
V
C
8"

P
V
C
8"

P
V
C
8"

P
V
C
8" DIP
8"

P
V
C
8"
P
V
C
8" PVC
8" PVC
8"

P
V
C
8"

P
V
C
90°'90°'
W W W W W W W W W W W W W W W W W W W W W W W W W
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
R R R R R R R R R R R R R R R R R R R R R R R R
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
W
SE
C
T
I
O
N

4
SE
C
T
I
O
N

2
TOP OF BANK (TYP.)
6" C900 PVC
RECLAIMED WATER
LINE (TYP)
(1) 8" TEE
(3) 8" GV
(1) 6" TEE
(3) 6" GV
(1) 12" CROSS
(2) 12" GV &
(1) 8" TEE
(3) 8" GV
(1) 6" TEE
(3) 6" GV
3/4" WM
(TYP)
4" CO (TYP)
FHA (TYP)
FHA (TYP)
PROPOSED 8" DIP
WATER LINE (TYP)
PROPOSED 6" C900 PVC
RECLAIMED WATER LINE (TYP)
PROPOSED 8" DIP
WATER LINE (TYP)
PROPOSED 6" C900 PVC
RECLAIMED WATER LINE (TYP)
FEMA EFFECTIVE 100
YEAR FLOODPLAIN
VWDE
VWDE
VWDE
VWDE
PDE
LE (TYP)
LE (TYP)
30' HOLLY SPRINGS
CAPE FEAR BUFFER
PROPOSED 8" DIP
WATER LINE (TYP)
PROPOSED 6" C900 PVC
RECLAIMED WATER LINE (TYP)
LE (TYP)
PDE
ST
R
E
E
T

M
(5
1
'

P
U
B
L
I
C

R
O
W
)
AL
L
E
Y

7
(V
A
R
I
A
B
L
E

W
I
D
T
H

A
C
C
E
S
S

E
A
S
E
M
E
N
T
)
STREET D
(55' PUBLIC ROW)
ST
R
E
E
T

C
(5
5
'

P
U
B
L
I
C

R
O
W
)
ALLEY 1
(37' ACCESS EASEMENT)
ALLEY 11
(25' ACCESS EASEMENT)
CA
R
O
V
A

B
E
N
D
(5
5
'

P
U
B
L
I
C

R
O
W
)
CA
R
O
L
I
N
A

S
P
R
I
N
G
S

B
O
U
L
E
V
A
R
D
(82
'

P
U
B
L
I
C

R
O
W
)
FEMA
EFFECTIVE
FUTURE
(1) 2" BOA
(1) 2" GV
FEMA EFFECTIVE
100 YEAR
20' DE
30' PUE
20' DE
20' DE
20' DE
FLOODWAY
FEMA EFFECTIVE 100
YR
FUTURE FW PER
APPROVED CLOMR
FEMA EFFECTIVE
FUTURE
FLOODWAY
FUTURE FW
PER APPROVED
CLOMR
FUTURE 100 YR PER
APPROVED CLOMR
6" DIP FIRE
WATER LINE
(TYP)
162°
60064
CO
60066
CO
60068
CO
60070
CO
60072
CO
60074
CO
60076
CO
60078
CO
60080
CO
60082
CO
60084
CO
60086
CO
60088
CO
60090
CO
60096
CO
60097
CO
60098
CO
60099
CO
60100
CO
60101
CO
60102
CO
60103
CO
60104
CO
90041
WV
HYD
90042
FH
90054
90055
WV
97006
97009
97010
RWV
97011
RWV
97012
RWV
97013
WV97014
WV
97015
WV
60010
60011
WM
60012
WM
60013
WM
60014
WM
60015
WM
60016
WM60017
WM
60018
WM60019
WM
60063
WM
60065
WM
60067
WM
60069
WM 60071
WM
60073
WM
60075
WM
60077
WM
60079
WM
60081
WM
60083
WM
60085
WM
60087
WM
60089
WM
MH 354(0)
MH 213
MH 332
MH 94
MH 89
MH 90
MH 92
MH 93
3
METER 1664
SEWER 166
5
METER 1676
SEWER 167
7
METER 1688
SEWER 168
9
METER 169
10
SEWER 169
11
METER 170
12
SEWER 170
13
METER 171
14
SEWER 171
WATER METER POINT TABLE
POINT #
1
3
5
7
9
11
13
60000
60003
60004
60006
60007
60008
60009
60010
60011
60012
60013
60014
60015
60016
60017
60018
60019
60020
60021
60031
60032
60034
60038
60039
60043
60045
60047
60049
60051
60053
60055
60063
60065
60067
60069
60071
60073
60075
60077
60079
60081
60083
60085
DESCRIPTION
METER 162
METER 166
METER 167
METER 168
METER 169
METER 170
METER 171
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
NORTHING
703906.5030
704104.0510
704111.4280
704126.8750
704144.1530
704159.6700
704175.0780
703938.5166
703954.9961
703980.8333
704038.1631
704045.7069
704058.9764
704064.4344
704077.4956
704082.8868
704104.9720
704116.9029
704126.3134
704135.9582
704141.2610
704157.9813
704180.4808
704198.7584
704203.8214
704206.9425
704221.7899
704222.5373
704223.0996
704224.5726
704224.9787
704310.9499
704308.4373
704308.0454
704307.9244
704306.5536
704305.4669
704304.6578
704279.6806
704269.7481
704259.9443
704249.0718
704227.3982
704214.3362
704203.5972
704192.5080
704171.0626
704153.9770
704146.9489
704137.1942
EASTING
2037131.9430
2037246.5490
2037249.8310
2037259.1540
2037268.8450
2037278.1240
2037286.0870
2037151.7623
2037161.3631
2037176.9291
2037112.3201
2037097.8172
2037075.5583
2037065.1250
2037042.9954
2037032.8769
2036993.8361
2036972.7113
2036956.0103
2036938.1931
2036929.1201
2036899.7052
2036860.2692
2036825.5590
2036807.6311
2036797.6449
2036574.9059
2036537.4186
2036516.2534
2036481.7007
2036456.3010
2036454.2836
2036522.6147
2036549.3112
2036570.9215
2036593.3424
2036614.6814
2036637.4735
2036846.1455
2036871.1130
2036892.7346
2036910.1538
2036948.8210
2036970.3551
2036990.8500
2037009.2593
2037048.5502
2037078.3722
2037090.3632
2037109.0873
WATER METER POINT TABLE
POINT #
60087
60089
60111
60114
60122
60127
60128
60130
96074
96075
96076
96077
96078
96080
96081
96082
96083
96084
96085
96086
96087
96088
96089
96090
96091
96092
96093
96094
96095
96096
96097
61017
61018
61019
61020
61021
61024
61025
61026
DESCRIPTION
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM115
WM116
WM117
WM118
WM119
WM123
WM124
WM135
NORTHING
704125.6718
704114.7240
704228.1476
704229.5479
704318.4066
704316.7781
704316.5430
704314.2767
704318.7390
704316.4720
704314.6208
704312.9025
704313.2070
704311.8787
704310.5815
704225.8338
704228.5070
704223.5463
704221.1445
704220.6184
704219.5795
704218.4013
704218.0440
704215.2106
704213.0677
704295.5748
704299.0491
704301.3035
704302.6314
704302.7126
704303.2863
704230.2687
704231.7843
704231.3772
704230.8987
704229.5643
704228.2645
704226.6637
704219.1950
EASTING
2037128.3652
2037147.1723
2036346.7868
2036303.8688
2036195.5042
2036251.9563
2036273.6047
2036318.7148
2036218.6901
2036229.7382
2036338.3433
2036366.2068
2036387.5715
2036411.3160
2036433.6454
2036425.8567
2036345.3847
2036502.2513
2036588.5482
2036622.1387
2036634.3159
2036677.6176
2036708.1406
2036747.1623
2036772.2476
2036795.3931
2036772.7795
2036750.9300
2036730.4140
2036712.5234
2036681.8936
2036189.5941
2036215.1699
2036235.4022
2036253.5763
2036282.4554
2036368.5334
2036385.4125
2036657.5530
CLEAN OUT POINT TABLE
POINT #
60001
60002
60005
60022
60023
60024
60025
60026
60027
60028
60029
60030
60033
60035
60036
60037
60040
60041
60042
60044
60046
60048
60050
60052
60054
60056
60057
60058
60059
60060
60061
60062
60064
60066
60068
60070
60072
60074
60076
60078
60080
60082
60084
60086
60088
60090
60091
60092
60093
60094
DESCRIPTION
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
NORTHING
703941.9742
703957.7210
703983.3409
704212.5094
704215.4979
704218.6825
704218.4628
704219.2624
704220.5574
704220.6998
704221.7927
704222.4678
704223.6208
704224.3721
704224.7713
704225.3375
704226.0810
704226.9296
704309.9770
704309.5708
704306.6286
704306.1697
704305.6809
704304.7993
704304.2256
704303.6123
704302.2150
704301.3540
704301.0527
704299.8711
704297.6066
704293.7271
704278.1305
704268.0518
704257.1317
704246.8986
704224.6559
704213.0485
704201.2334
704190.4894
704168.9327
704152.1828
704145.4262
704134.6939
704123.9733
704112.7645
704044.4987
704036.6618
704057.1162
704062.7240
EASTING
2037152.8191
2037162.3319
2037181.0921
2036774.4155
2036749.6125
2036710.7031
2036680.1358
2036654.5288
2036637.1313
2036624.5425
2036591.5727
2036579.4060
2036541.2756
2036519.0740
2036504.3911
2036486.2291
2036459.0802
2036427.5679
2036435.4410
2036457.1312
2036526.9798
2036552.2076
2036574.9626
2036596.4773
2036617.0776
2036639.5945
2036684.5484
2036715.3203
2036733.2511
2036754.4095
2036776.3139
2036798.8264
2036849.8954
2036874.7909
2036895.2139
2036912.9272
2036951.9637
2036972.9473
2036994.3300
2037013.2061
2037051.3750
2037080.8262
2037092.8327
2037111.9352
2037130.7976
2037150.6766
2037100.8863
2037114.6533
2037077.7318
2037068.0285
CLEAN OUT POINT TABLE
POINT #
60095
60096
60097
60098
60099
60100
60101
60102
60103
60104
60105
60106
60108
60109
60110
60112
60113
60115
60117
60118
60119
60120
60123
60124
60125
60126
60129
60131
60132
60133
60134
96079
4
6
8
10
12
14
2
DESCRIPTION
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
SEWER 166
SEWER 167
SEWER 168
SEWER 169
SEWER 170
SEWER 171
SS 162
NORTHING
704075.5726
704081.5670
704103.5605
704115.5470
704124.5963
704134.3497
704139.9235
704156.6235
704179.5930
704196.5986
704204.3572
704207.0554
704228.1708
704229.2833
704229.2189
704230.0293
704230.1282
704231.8875
704232.1748
704232.4069
704232.8838
704231.4963
704317.4002
704316.4502
704315.9681
704315.4237
704314.2141
704313.2450
704312.7434
704311.9033
704311.4719
704311.0670
704102.7790
704110.3290
704125.7960
704144.1710
704157.8260
704173.8510
703904.8810
EASTING
2037045.5455
2037034.9650
2036996.0357
2036974.9841
2036958.7877
2036941.9200
2036932.6237
2036903.5672
2036863.5329
2036828.6433
2036811.2817
2036801.5218
2036387.9673
2036369.9511
2036350.1927
2036332.8580
2036308.2487
2036285.4155
2036256.4871
2036237.5938
2036217.5596
2036191.9562
2036197.5472
2036220.5629
2036232.1736
2036253.7516
2036275.4107
2036321.3846
2036340.6376
2036369.1086
2036390.9761
2036412.8751
2037243.5580
2037247.9200
2037257.1220
2037268.8360
2037275.7040
2037285.1080
2037130.5970
WATER STRUCTURE POINT TABLE
POINT #
90045
90002
90010
90036
90042
90053
90018
90046
90026
90027
90028
90029
97010
97011
97012
97016
97017
97018
97019
90020
90003
90011
90021
90022
90023
90024
90035
90041
90054
90055
97006
97009
DESCRIPTION
BOV
FH
FH
FH
FH
FH
RWL BO
RWL BO
RWV
RWV
RWV
RWV
RWV
RWV
RWV
RWV
RWV
RWV
RWV
WL BO
WV
WV
WV
WV
WV
WV
WV
WV
WV
WV
WV
WV
NORTHING
703983.1849
704302.6358
704493.8559
704283.8525
704099.9417
704037.1935
704710.0794
703960.6953
704540.0349
704537.5837
704534.6799
704537.3139
704499.5739
704502.4069
704504.9489
704041.5587
704040.7603
704037.0517
704037.9486
704714.5078
704290.5876
704494.3178
704550.4484
704553.5850
704550.9075
704547.8865
704276.9357
704094.0114
704052.6062
704085.4242
704059.6020
704057.7312
EASTING
2037320.1799
2036233.1764
2036150.8917
2036672.2422
2037134.8774
2036887.7087
2036110.7662
2037304.1649
2036113.5344
2036116.1174
2036113.3312
2036110.8611
2037296.9855
2037286.8826
2037296.9472
2037166.4947
2037163.0099
2037163.9500
2037167.5006
2036139.4195
2036231.8907
2036140.8123
2036144.5192
2036141.5427
2036138.7819
2036141.3337
2036671.4042
2037131.3255
2036896.6024
2036842.8960
2037200.2145
2037193.4347
Revisions
K:
\
1
9
\
1
9
-
0
3
7
0
\
1
9
0
3
7
2
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2
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5
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3
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1
2

U
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I
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I
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P
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A
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S
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A
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B

S
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2
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Fr
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D
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m
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1
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2
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2
3

8
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1
9
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3
3

A
M
-

SM
I
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H
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A
L
L
I
S
O
N
Sheet No.
Designer
Drawn By
Date
Job No.
Wi
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R
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l
11
5

M
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4
6
9
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3
3
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#
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9

| w
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[ /
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s

[ S
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R
E
C
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R
D

D
R
A
W
I
N
G
S
CA
R
O
L
I
N
A

S
P
R
I
N
G
S
P
H
A
S
E

1

S
E
C
T
I
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N

2
HO
L
L
Y

S
P
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N
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C
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I
N
A
02190372.20
08/28/23
WR
WR
UT
I
L
I
T
Y

P
L
A
N
C3.8
GRAPHIC SCALE
1 inch = 30 ft.
30 0 15 30 60SEE SHEET C3.9 FOR CONTINUATION
SE
E

S
H
E
E
T

C
3
.
5

F
O
R

C
O
N
T
I
N
U
A
T
I
O
N
EASEMENT ABBREVIATION LEGEND
UTILITY ABBREVIATION LEGEND
FHA FIRE HYDRANT ASSEMBLY
BOA BLOWOFF ASSEMBLY
GV GATE VALVE
RED REDUCER
SEE SHEET C3.7 FOR CONTINUATION
DE DRAINAGE EASEMENT (PUBLIC)
GE GREENWAY EASEMENT (PUBLIC)
PDE PRIVATE DRAINAGE EASEMENT
PGE PRIVATE GREENWAY EASEMENT
PUE PUBLIC UTILITY EASEMENT
SCMMAE SCM MAINTENANCE AND ACCESS EASEMENT
SDTE SIGHT DISTANCE EASEMENT
STE STREET TREE EASEMENT
VWDE VARIABLE WIDTH DRAINAGE EASEMENT (PUBLIC)
LE LANDSCAPE EASEMENT
I certify that these as-builts are accurate and that each of the items listed on the Town’s “As-Built
Checklist” as contained in the Town of Holly Springs Engineering Design and Construction
Standards is provided on this set of as-built drawings (26 total sheets in this set). I certify that
all of the information provided is field-verified as-built information.
(Seal) ________________________________ ___________________
Signature Registered Land Surveyor Date
(Seal) ________________________________ ___________________
Signature by Professional Engineer Date
_____________________________________ ______________
Acceptance by Construction Inspector Date
N O R T H C A RO
L
I
N
A
C
U
R
TIS M . B L A Z I E R
PR O F E SSIO
N
A
L
E
NG I N E E R
SEAL
033840
N O R T H C A RO
L
I
N
A
B
E
N
J
A
MIN E . D A Y T ON
PR O F E S SIO
N
A
L
L
A
N
D
SU R V E YOR
SEAL
L-4390
RECORD DRAWING NOTES:
1.THIS RECORD DRAWING SET OF PLANS IS BASED ON FIELD SURVEY PREPARED BY
WITHERSRAVENEL. INFORMATION SHOWN HEREON IS COMPRISED OF EXISTING AND
PROPOSED CONDITIONS AS ORIGINALLY APPROVED BY THE TOWN OF HOLLY SPRINGS UNLESS
OTHERWISE NOTED.
2.THE SANITARY SEWER AND STORM SEWER ASSOCIATED WITH CAROLINA SPRINGS PHASE 1,
SECTION 2 HAVE BEEN PHYSICALLY SURVEYED AND THIS PLAN REPRESENTS, TO THE BEST OF
OUR KNOWLEDGE, THE HORIZONTAL AND VERTICAL LOCATIONS OF THESE UTILITIES.
3.THE WATERLINE INFORMATION SHOWN ON THESE PLANS IS FROM PERIODIC INSPECTIONS
CONDUCTED THROUGHOUT THE CONSTRUCTION PHASE OF THE PROJECT. WITHERSRAVENEL
MAKES NO GUARANTEE OF THE SURVEYED ACCURACY OF THE WATERLINE SHOWN.
4.WITHERSRAVENEL IS NOT HELD RESPONSIBLE FOR INACCURACIES IN PLANS DUE TO SKETCHES
OR OTHER INFORMATION RECEIVED FROM CONTRACTOR(S) THAT DO NOT ACCURATELY
REFLECT FINISHED CONSTRUCTION FIELD CONDITIONS.
5. IN STREETS AND UTILITIES LOCATED IN THE TRIASSIC BASIN AS SHOWN IN TOHS DETAIL HS356
(WHERE TRIASSIC SOILS ON COMPRESSIBLE MINIATURE TRIASSIC SEDIMENTARY ROCK-LIKE MATERIAL
EXISTS) THERE WILL BE CERTAIN SPECIAL CRITERIA REQUIRED FOR ROADWAY CONSTRUCTION.
THE FOLLOWING MINIMUMS WILL BE REQUIRED OF DEVELOPERS:
1.PRE-QUALIFIED GEO-TECHNICAL FIRM APPROVED BY THE TOWN MUST BE ON SITE FULL TIME
WHILE THE UTILITIES AND ROADWAYS ARE BEING CONSTRUCTED.
2.DOCUMENTATION OF MOISTURE CONTENT, COMPACTION, DENSITY, GEOGRID DESIGN CRITERIA,
ETC. MUST BE PROVIDED TO TOWN INSPECTOR.
3.ALL ROADWAYS WILL HAVE TO BE PROOF-ROLLED AT BOTH SUB GRADE AND STONE GRADE BY
TOWN INSPECTOR AS WELL.
4.THE STANDARD ROADWAY CROSS-SECTION WILL BE WOVEN GEO-FABRIC DESIGN CRITERIA HP 270
OR EQUAL ON ENTIRE ROAD (AND MUST BE APPROVED BY THE TOWN OF HOLLY SPRINGS), 7” ABC
STONE, WITH ASPHALT COMPLETED IN STAGED CONSTRUCTION OF 2.5” I-19 ASPHALT AND 1.5”
S9.5C IN STAGE ONE AND 1.5” S9.5C FINAL OVERLAY INITIAL ONE-YEAR WARRANTY WITH AN
ADDITIONAL YEAR EXTENSION STARTING AFTER FINAL OVERLAY SHALL BE REQUIRED FOR
ROADWAYS. FOR THE EXTENDED WARRANTY PERIOD, IT WILL BE REQUIRED TO POST A BOND, LOC,
OR CASH FOR 50% OF ACTUAL COST OF ROADWAY (STORM DRAINAGE, CURB & GUTTER,
SIDEWALK AND PAVEMENT).
5.WHERE MANHOLES ARE LOCATED IN STREETS IT WILL BE REQUIRED TO HAVE SUITABLE OFF-SITE
STRUCTURAL MATERIAL OR ABC STONE TO BACKFILL AROUND EXCAVATION OF MANHOLES UP TO
SUBGRADE.
6.AN ADDITIONAL FOOT OF STONE WILL BE REQUIRED 10' EITHER SIDE OF MANHOLE FOR ENTIRE
WIDTH OF ROADWAY.
ADDITIONAL MEASURES MAY BE DEEMED NECESSARY BY THE TOWN PENDING SEVERITY OF THE SOILS.
THE PAVEMENT THICKNESS OF ANY STREET SHALL, AT A MINIMUM, EQUAL THE DESIGN SHOWN IN THE
STANDARD DETAILS SECTION OF THESE STANDARDS FOR THE VARIOUS STREET WIDTHS.
APPROVED PAVEMENT DESIGN METHODS INCLUDE THOSE AS PROPOSED BY NCDOT, THE 1986 AASHTO
GUIDELINES AND THE 1981 ASPHALT INSTITUTE MS 1 DOCUMENT.
THE AASHTO METHOD WILL REQUIRE USE OF A TERMINAL SERVICEABILITY INDEX OF 2.0 FOR
COLLECTORS AND 2.5 FOR THOROUGHFARES, SO = 0.49 FOR FLEXIBLE PAVEMENT AND SO = 0.39 FOR
RIGID PAVEMENTS, AND A RELIABILITY OF 98% FOR THOROUGHFARES AND A RELIABILITY OF 95% FOR
COLLECTORS.
ALL STREETS MAINTAINED BY THE NCDOT MUST RECEIVE APPROVAL OF THE PAVEMENT DESIGN FROM
NCDOT PRIOR TO THE BEGINNING OF CONSTRUCTION. NORMAL CROWN FOR THE PAVEMENT SECTION
SHALL BE ¼”/FOOT, EXCEPT AS APPROVED FOR SUPERELEVATED CROSS[1]SECTIONS
NOT PART OF
THIS PHASE
NOT PART OF
THIS PHASE
W
W
W
W
W
W
W
W
W
W
W
W
R
R
R
R
R
R
R
R
R R
R
R
R
R
R
R
R
R
R
R
R R
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
169
171
150
151
152
145
146
154
147
172
173
174
175
176
166
155
153
149
148
144
142
141
140
139
138
143
170
168
167
160
159
156
161
164
163
165
6261
158
157
162
LAST MH FOR
SECTION 1A
20' DE
20' DE
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
S
S
S
S
8" PV
C
8"

D
I
P
8" P
V
C
8"
P
V
C
8"
P
V
C
8"
P
V
C
8
"

P
V
C
118°
135°
157°
73°
160°
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
W
W
W
W
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
R
R
R
R
R
R
R
R
R
W
SE
C
T
I
O
N

1
A
SE
C
T
I
O
N

2
SE
C
T
I
O
N

4
SE
C
T
I
O
N

2
SE
C
T
I
O
N

2
6" C900 PVC
RECLAIMED WATER
LINE (TYP)
20' SCMMAE
39' B-B
(1) 12" CROSS
(2) 12" GV &
(2) 12" X 8" RED.
(2) 8" GV
(1) 6" CROSS
(4) 6" GV
(1) 12"X8" TEE
(2) 12" GV
(1) 8" GV
82'
R/W
39' B-B
FHA (TYP)
PROPOSED 6" C900 PVC
RECLAIMED WATER LINE (TYP)
PROPOSED 12" DIP
WATER LINE (TYP)
6" PVC
RECLAIMED WATER
LINE (TYP)
30' DE
20' SCMMAE
FLOODWAY
82' R/W
55' B-B
82' R/W
39' B-B
PROPOSED 12" DIP
WATER LINE (TYP)
PROPOSED 6" C900
PVC RECLAIMED
WATER LINE (TYP)
VWDE
SEE SEPARATE CAROLINA SPRINGS BLVD.
BRIDGE AND BOARDWALK PLAN SET
FOR MORE INFORMATION .
SHOWN FOR REFERENCE ONLY
FHA (TYP)
TWO LANE CORDED SLAB
BRIDGE AND UTILITIES AS PART
OF A SEPARATE PROJECT
2" BOA'S W/ 2" GV'S TO BE REMOVED
AND WATER LINES EXTENDED
LE
(TYP)
LE (TYP)
LE (TYP)
FEMA 100 YEAR
FLOODPLAIN
CAR
O
V
A

B
E
N
D
(55'

P
U
B
L
I
C

R
O
W
)
CA
R
O
V
A

B
E
N
D
(5
5
'

P
U
B
L
I
C

R
O
W
)
CA
R
O
L
I
N
A

S
P
R
I
N
G
S

B
O
U
L
E
V
A
R
D
(82
'

P
U
B
L
I
C

R
O
W
)
AL
L
E
Y

3
(25'

A
C
C
E
S
S

E
A
S
E
M
E
N
T
)
CA
R
O
L
I
N
A

S
P
R
I
N
G
S

B
O
U
L
E
V
A
R
D
(82
'

P
U
B
L
I
C

R
O
W
)
20' DE
DE
20' DE
(1) 2" BOA
(1) 2" GV
100YR BACKWATER
EASEMENT
ELEV. 287.87
30' HOLLY SPRINGS
CAPE FEAR BUFFER
FEMA EFFECTIVE
100 YEAR
FEMA EFFECTIVE
100 YEAR
30' PUE
30' PUE
20' DE
FEMA EFFECTIVE
FUTURE
FLOODWAY
FUTURE FW
PER APPROVED
CLOMR
20' TOWN OF HOLLY SPRINGS
PUBLIC UTILITY EASEMENT
CA
R
O
L
I
N
A

S
P
R
I
N
G
S

B
O
U
L
E
V
A
R
D
(82'

P
U
B
L
I
C

R
O
W
)
6" DIP FIRE
WATER LINE
(TYP)
89°
90°
60001
CO
60002
CO
60005
CO
CO
60082
CO
60084
CO
60086
CO
60088
CO
60090
CO
60091
CO
60092
CO
60093
CO
60094
CO
60095
CO
60096
CO
60097
CO
60098
CO
60099
CO
60100
CO
60101
CO
60102
CO
60103
CO
60104
CO
CO60106
CO
90041
WV
H YD
90042
FH
90045
BOV
90046
RWL BO
H YD
90053
FH
90054
WV
90055
WV
97006
WV
97007
WV
97008
WV
97009
WV97016
RWV
97017
RWV
97018
RWV
97019
RWV
60000
WM
60003
WM
60004
WM
60006
WM
60007
WM60008
WM
60009
WM
60010
WM
60011
WM
60012
WM
60013
WM
60014
WM
60015
WM
60016
WM60017
WM
60018
WM60019
WM
60020
WM
WM
60081
WM
60083
WM
60085
WM
60087
WM
60089
WM
WM
MH 87
MH 87A
MH 86
MH 85A
MH 85
MH 84
1
METER 162
2
SS 162
3
METER 1664
SEWER 166
5
METER 1676
SEWER 167
7
METER 1688
SEWER 168
9
METER 169
10
SEWER 169
11
METER 170
12
SEWER 170
13
METER 171
14
SEWER 171
Revisions
K:
\
1
9
\
1
9
-
0
3
7
0
\
1
9
0
3
7
2
.
2
0
-
C
a
r
o
l
i
n
a

S
p
r
i
n
g
s

P
h
a
s
e
s

1
-
5
\
C
A
D
\
A
S
-
B
U
I
L
T
\
S
e
c
t
i
o
n

2
\
S
H
E
E
T
S
\
C
3
.
0
-
3
.
1
2

U
T
I
L
I
T
Y

P
L
A
N
S
_
A
S
B

S
E
C
T
I
O
N

2
.
d
w
g
-
Fr
i
d
a
y
,

D
e
c
e
m
b
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r

1
,

2
0
2
3

8
:
1
9
:
4
8

A
M
-

SM
I
T
H
,

A
L
L
I
S
O
N
Sheet No.
Designer
Drawn By
Date
Job No.
Wi
t
h
e
r
s
R
a
v
e
n
e
l
11
5

M
a
c
K
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| C
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y
,

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C

2
7
5
1
1

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:

9
1
9
.
4
6
9
.
3
3
4
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| l
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e

#
:

F
-
1
4
7
9

| w
w
w
.
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s

[ /
K
a
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r
s

[ S
T
r
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e
y
o
r
s
R
E
C
O
R
D

D
R
A
W
I
N
G
S
CA
R
O
L
I
N
A

S
P
R
I
N
G
S
P
H
A
S
E

1

S
E
C
T
I
O
N

2
HO
L
L
Y

S
P
R
I
N
G
S
,

N
O
R
T
H

C
A
R
O
L
I
N
A
02190372.20
08/28/23
WR
WR
UT
I
L
I
T
Y

P
L
A
N
C3.9
GRAPHIC SCALE
1 inch = 30 ft.
30 0 15 30 60
EASEMENT ABBREVIATION LEGEND
UTILITY ABBREVIATION LEGEND
FHA FIRE HYDRANT ASSEMBLY
BOA BLOWOFF ASSEMBLY
GV GATE VALVE
RED REDUCER
DE DRAINAGE EASEMENT (PUBLIC)
GE GREENWAY EASEMENT (PUBLIC)
PDE PRIVATE DRAINAGE EASEMENT
PGE PRIVATE GREENWAY EASEMENT
PUE PUBLIC UTILITY EASEMENT
SCMMAE SCM MAINTENANCE AND ACCESS EASEMENT
SDTE SIGHT DISTANCE EASEMENT
STE STREET TREE EASEMENT
VWDE VARIABLE WIDTH DRAINAGE EASEMENT (PUBLIC)
LE LANDSCAPE EASEMENT
NOT PART OF
THIS PHASE
NOT PART OF
THIS PHASE
I certify that these as-builts are accurate and that each of the items listed on the Town’s “As-Built
Checklist” as contained in the Town of Holly Springs Engineering Design and Construction
Standards is provided on this set of as-built drawings (26 total sheets in this set). I certify that
all of the information provided is field-verified as-built information.
(Seal) ________________________________ ___________________
Signature Registered Land Surveyor Date
(Seal) ________________________________ ___________________
Signature by Professional Engineer Date
_____________________________________ ______________
Acceptance by Construction Inspector Date
N O R T H C A RO
LI
N
A
C
U
R
TIS M . B L A Z I E R
PR O F E S SIO
N
A
L
E
NGI N E E R
SEAL
033840
N O R T H C A RO
LI
N
A
B
E
N
J
A
MIN E . D A Y T ON
PR O F E SSIO
N
A
L
L
A
N
D
SU R V E Y O
R
SEAL
L-4390
RECORD DRAWING NOTES:
1.THIS RECORD DRAWING SET OF PLANS IS BASED ON FIELD SURVEY PREPARED BY
WITHERSRAVENEL. INFORMATION SHOWN HEREON IS COMPRISED OF EXISTING AND
PROPOSED CONDITIONS AS ORIGINALLY APPROVED BY THE TOWN OF HOLLY SPRINGS UNLESS
OTHERWISE NOTED.
2.THE SANITARY SEWER AND STORM SEWER ASSOCIATED WITH CAROLINA SPRINGS PHASE 1,
SECTION 2 HAVE BEEN PHYSICALLY SURVEYED AND THIS PLAN REPRESENTS, TO THE BEST OF
OUR KNOWLEDGE, THE HORIZONTAL AND VERTICAL LOCATIONS OF THESE UTILITIES.
3.THE WATERLINE INFORMATION SHOWN ON THESE PLANS IS FROM PERIODIC INSPECTIONS
CONDUCTED THROUGHOUT THE CONSTRUCTION PHASE OF THE PROJECT. WITHERSRAVENEL
MAKES NO GUARANTEE OF THE SURVEYED ACCURACY OF THE WATERLINE SHOWN.
4.WITHERSRAVENEL IS NOT HELD RESPONSIBLE FOR INACCURACIES IN PLANS DUE TO SKETCHES
OR OTHER INFORMATION RECEIVED FROM CONTRACTOR(S) THAT DO NOT ACCURATELY
REFLECT FINISHED CONSTRUCTION FIELD CONDITIONS.
5. IN STREETS AND UTILITIES LOCATED IN THE TRIASSIC BASIN AS SHOWN IN TOHS DETAIL HS356
(WHERE TRIASSIC SOILS ON COMPRESSIBLE MINIATURE TRIASSIC SEDIMENTARY ROCK-LIKE MATERIAL
EXISTS) THERE WILL BE CERTAIN SPECIAL CRITERIA REQUIRED FOR ROADWAY CONSTRUCTION.
THE FOLLOWING MINIMUMS WILL BE REQUIRED OF DEVELOPERS:
1.PRE-QUALIFIED GEO-TECHNICAL FIRM APPROVED BY THE TOWN MUST BE ON SITE FULL TIME
WHILE THE UTILITIES AND ROADWAYS ARE BEING CONSTRUCTED.
2.DOCUMENTATION OF MOISTURE CONTENT, COMPACTION, DENSITY, GEOGRID DESIGN CRITERIA,
ETC. MUST BE PROVIDED TO TOWN INSPECTOR.
3.ALL ROADWAYS WILL HAVE TO BE PROOF-ROLLED AT BOTH SUB GRADE AND STONE GRADE BY
TOWN INSPECTOR AS WELL.
4.THE STANDARD ROADWAY CROSS-SECTION WILL BE WOVEN GEO-FABRIC DESIGN CRITERIA HP 270
OR EQUAL ON ENTIRE ROAD (AND MUST BE APPROVED BY THE TOWN OF HOLLY SPRINGS), 7” ABC
STONE, WITH ASPHALT COMPLETED IN STAGED CONSTRUCTION OF 2.5” I-19 ASPHALT AND 1.5”
S9.5C IN STAGE ONE AND 1.5” S9.5C FINAL OVERLAY INITIAL ONE-YEAR WARRANTY WITH AN
ADDITIONAL YEAR EXTENSION STARTING AFTER FINAL OVERLAY SHALL BE REQUIRED FOR
ROADWAYS. FOR THE EXTENDED WARRANTY PERIOD, IT WILL BE REQUIRED TO POST A BOND, LOC,
OR CASH FOR 50% OF ACTUAL COST OF ROADWAY (STORM DRAINAGE, CURB & GUTTER,
SIDEWALK AND PAVEMENT).
5.WHERE MANHOLES ARE LOCATED IN STREETS IT WILL BE REQUIRED TO HAVE SUITABLE OFF-SITE
STRUCTURAL MATERIAL OR ABC STONE TO BACKFILL AROUND EXCAVATION OF MANHOLES UP TO
SUBGRADE.
6.AN ADDITIONAL FOOT OF STONE WILL BE REQUIRED 10' EITHER SIDE OF MANHOLE FOR ENTIRE
WIDTH OF ROADWAY.
ADDITIONAL MEASURES MAY BE DEEMED NECESSARY BY THE TOWN PENDING SEVERITY OF THE SOILS.
THE PAVEMENT THICKNESS OF ANY STREET SHALL, AT A MINIMUM, EQUAL THE DESIGN SHOWN IN THE
STANDARD DETAILS SECTION OF THESE STANDARDS FOR THE VARIOUS STREET WIDTHS.
APPROVED PAVEMENT DESIGN METHODS INCLUDE THOSE AS PROPOSED BY NCDOT, THE 1986 AASHTO
GUIDELINES AND THE 1981 ASPHALT INSTITUTE MS 1 DOCUMENT.
THE AASHTO METHOD WILL REQUIRE USE OF A TERMINAL SERVICEABILITY INDEX OF 2.0 FOR
COLLECTORS AND 2.5 FOR THOROUGHFARES, SO = 0.49 FOR FLEXIBLE PAVEMENT AND SO = 0.39 FOR
RIGID PAVEMENTS, AND A RELIABILITY OF 98% FOR THOROUGHFARES AND A RELIABILITY OF 95% FOR
COLLECTORS.
ALL STREETS MAINTAINED BY THE NCDOT MUST RECEIVE APPROVAL OF THE PAVEMENT DESIGN FROM
NCDOT PRIOR TO THE BEGINNING OF CONSTRUCTION. NORMAL CROWN FOR THE PAVEMENT SECTION
SHALL BE ¼”/FOOT, EXCEPT AS APPROVED FOR SUPERELEVATED CROSS[1]SECTIONS
W W W W W W W W W W W W W W W W W W W W W W
R R R R R R R R R R R
W W W W W W W W W W W W W W WRRRR
R
R R R
R R R R R R R R R R R R R R R R R R R
R
R
R
R
W W W W W W W W W W W W
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R R R R R R R R R R R R R R R R R R R R R R
W
R
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
WWWWWWWWWW
W
W
W
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R R R R R R R R R R R R R R
W
W
R R R
239
240
241
242
128123117
184
188 187189
238
204
190
375
357
383 382
373
379
361
193
262
194
263
195
264
196
251
259
267
191
252
260 268 269
198
254
270
202
255 256
422425426423424
231
215
230
214
229
221
213
101
228
220
212
100
227
219
211
99
218
210
98
217
97
232
224
216
223
378 377
358
404 405 406 407 408 410 411 412 413 414 419418417416
92
93
94
95
102
103
104
105
106
107
108
109
111
112
113
114
110
387
421
384
363
271
245 247 248 249
258
203
197 192
186
185
144
142
141
140
139
138137136135134132133130129127126125124119118116
96
226
415 420
143
120 121 122
131
250 253
246
225
222
390392393395396
OPEN SPACE
243
244
201 200 199
257 261 265 266
409
385389
394
401 400 399 398
381 380 376 374 372 371 370 369 368 367 366 365 364 362
360
359
115
206208207 205209
397402
391 388 386
403
430 427428429431435432433434436
SS
SS
SSSSSSSSSSSS
SS
S
S
SS
SS
SSSS CAROLINA SPRINGS BOULEVARD
(82' PUBLIC ROW)
ALLEY 1
(25' ACCESS EASEMENT)
STR
E
E
T

G
(55
'

P
U
B
L
I
C

R
O
W
)
ALL
E
Y

4
(25
'

A
C
C
E
S
S

E
A
S
E
M
E
N
T
)
(2
5
'

A
C
C
E
S
S

E
A
S
E
M
E
N
T
)
AL
L
E
Y

2
(2
5
'

A
C
C
E
S
S

E
A
S
E
M
E
N
T
)
(55' PUBLIC ROW)
STREET D
(55' PUBLIC ROW)
ST
R
E
E
T

M
(5
1
'

P
U
B
L
I
C

R
O
W
)
STREET D
(55' PUBLIC ROW)
CAROLINA SPRINGS BOULEVARD
(55' PUBLIC ROW)
ST
R
E
E
T

G
(5
5
'

P
U
B
L
I
C

R
O
W
)
AL
L
E
Y

4
(2
5
'

A
C
C
E
S
S

E
A
S
E
M
E
N
T
)
ALLEY 1
(25' ACCESS EASEMENT)
ST
R
E
E
T

L
(5
5
'

P
U
B
L
I
C

R
O
W
)
ALLEY 3
(25' ACCESS EASEMENT)
10'x8'
R
C
B
C
ALLEY 10
(25' ACCESS EASEMENT)
RISER 8
FES 8
SSSSSSSS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SSSSSSSS
SSSSSSSS
SS
SS
SS SS SS SS SS
SSSSSS
SS SS
SS
SS
SS
SS
ECB
ECB
ECB
ECB
ECB
ECB
ECB
ECB
ECB
ECB
ECB
ECB
ECB
ECB
ECB
ECB
ECB
ECB
ECB
ECB
ECB
ECB
ECB
ECB
ECB
ECB
ECC
ECC
ECB
ECB
ECB
ECB
ECB
ECB
ECB
ECB
ECB
ECB
ECB
ECB
ECB
ECB
ECB
ECB
ECB
ECB
ECB
ECB
ECB
ECB
ECB
ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB
ECB
ECB
ECB
ECB
ECB
ECB
ECB
ECBECBECBECBECBECBECBECBECBECBECBECBECBECBECBECBECBECBECBECBECBECBECB
ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB
ECB
ECB
ECB
ECB
ECB
ECB
ECBECBECBECBECBECBECBECBECBECBECBECBECBECBECBECBECBECBECB
ECBECBECBECBECBECBECBECBECBECBECB
ECBECBECBECBECB
ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB
ECAECAECAECAECAECAECAECAECAECAECA
ECB
ECB
ECAECAECAECAECAECAECA
ECB
100 YR BACKWATER
EASEMENT
ELEV. 312.04
EXISTING CLOGGED PIPE TO BE PUMPED
WITH FLOWABLE FILL AND ABANDONED
POND BUFFER
ECB
ECBECB
EXISTING POND
TO REMAIN
WETLANDS
(TYP)
SCM 8
WET DETENTION POND
PUBLIC 10' ASPHALT
MULTI-USE TRAIL (TYP)
PUBLIC 30' MULTI-USE
TRAIL EASEMENT (TYP)
TOP OF BANK
20' SCMMAE
WETLANDS (TYP)
PRIVATE 10' ASPHALT
MULTI-USE TRAIL (TYP)
PRIVATE 30' MULTI-USE
TRAIL EASEMENT (TYP)
20' PDE
20' PDE
20' PDE
20' PDE
30' DE
20' SCMMAE
VWDE
PUD BOUNDARY
PDE
20' PDE
20' DE
20' DE
VWDE
20' DE
30' HOLLY
SPRINGS
CAPE FEAR
BUFFER
VARIABLE
WIDTH
PUE
20' PDE
30' PDE
20' DE
20' DE
SWALE 11; SEE
NOTE ON LEFT SWALE 11; SEE
NOTE ON LEFT SWALE 10; SEE
NOTE ON LEFT SWALE 10; SEE
NOTE ON LEFT
ECB
ECB
FES - 1205
ST
R
E
E
T

M
(2
5
'

A
C
C
E
S
S

E
A
S
E
M
E
N
T
)
50221
FES 54 INV
CB - 831
RIM: 320.03'
INV. OUT: 315.46' (CB - 827)
CB - 827
RIM: 319.88'
INV. IN: 315.30' (CB - 831)
INV. OUT: 315.05' (CB - 826)
CB - 833
RIM: 317.53'
INV. OUT: 312.47' (CB - 832)
CB - 817
RIM: 316.99'
INV. IN: 312.46' (FES-18)
INV. OUT: 312.24' (CB - 821)
CB - 839
RIM: 316.91'
INV. OUT: 312.12' (CB - 838)
CB - 821
RIM: 316.63'
INV. IN: 311.33' (CB - 817)
INV. IN: 311.29' (DI - 822)
INV. OUT: 311.06' (CB - 830)
CB - 838
RIM: 316.87'
INV. IN: 311.96' (CB - 839)
INV. OUT: 311.71' (CB - 860)
CB - 830
RIM: 314.89'
INV. IN: 310.59' (CB - 821)
INV. OUT: 310.27' (CB - 826)
CB - 840
RIM: 316.30'
INV. OUT: 311.77' (CB - 837)
CB - 837
RIM: 316.26'
INV. IN: 311.19' (CB - 840)
INV. OUT: 310.97' (CB - 810)
CB - 826
RIM: 315.06'
INV. IN: 310.29' (CB - 827)
INV. IN: 309.92' (CB - 830)
INV. OUT: 309.86' (CB - 825)
DI - 822
RIM: 314.34'
INV. OUT: 311.71' (CB - 821)
CB - 825
RIM: 314.61'
INV. IN: 309.22' (CB - 826)
INV. IN: 309.49' (CB - 815)
INV. OUT: 309.11' (CB - 814)
CB - 815
RIM: 314.63'
INV. OUT: 310.68' (CB - 825)
CB - 832
RIM: 312.86'
INV. IN: 309.58' (CB - 833)
INV. OUT: 309.39' (CB - 813)
CB - 814
RIM: 313.66'
INV. IN: 308.56' (CB - 825)
INV. OUT: 308.16' (CB - 813)
CB - 813
RIM: 313.63'
INV. IN: 308.35' (CB - 835)
INV. IN: 308.08' (CB - 814)
INV. IN: 308.69' (CB - 832)
INV. OUT: 307.93' (CB - 812)
CB - 835
RIM: 313.56'
INV. IN: 309.21' (CB - 816)
INV. OUT: 309.09' (CB - 813)
CB - 816
RIM: 313.55'
INV. OUT: 309.32' (CB - 835)
CB - 860
RIM: 312.79'
INV. IN: 307.17' (CB - 861)
INV. IN: 307.31' (CB - 838)
INV. OUT: 306.89' (CB - 859)
CB - 861
RIM: 312.64'
INV. OUT: 307.59' (CB - 860)
CB - 864
RIM: 310.40'
INV. OUT: 304.63' (CB - 855)
CB - 859
RIM: 306.08'
INV. IN: 301.17' (CB - 860)
INV. IN: 301.19' (CB - 862)
INV. OUT: 300.69' (CB - 857)
CB - 855
RIM: 305.83'
INV. IN: 295.31' (DI - 856)
INV. IN: 297.03' (CB - 864)
INV. OUT: 294.85' (CB - 854)
FES - 853
INV.:284.65
54.86 LF
15" RCP
@ 1.31%
38.69 LF
18" RCP
@ 3.08%
91.41 LF
36" RCP
@ 1.16%
5.49 LF
24" RCP (CLASS IV)
@ 2.00%
141.20 LF
15" RCP
@ 3.12%
106.22 LF
36" RCP
@ 0.68%
154.45 LF
15" RCP
@ 1.87%
5.09 LF
30" RCP
@ 1.57%
44.03 LF
24" RCP (CLASS IV)
@ 1.68%
69.54 LF
18" RCP
@ 0.62%
54.95 LF
15" RCP
@ 1.06%
54.78 LF
15" RCP
@ 0.77%
152.78 LF
18" RCP
@ 3.74%
95.59 LF
24" RCP (CLASS IV)
@ 0.58%
73.04 LF
18" RCP
@ 0.64%46.85 LF
15" RCP
@ 1.94%
54.81 LF
15" RCP
@ 0.29%
63.56 LF
30" RCP
@ 0.72%
92.99 LF
15" RCP
@ 8.17%
31.02 LF
15" RCP
@ 0.53%
178.81 LF
18" RCP
@ 2.66%
33.43 LF
24" RCP
@ 1.05%
62.15 LF
24" RCP
@ 1.03%
39.76 LF
18" RCP
@ 1.76%
58.41 LF
15" RCP
@ 0.72%
CB - 810
RIM: 315.49'
INV. IN: 310.54' (CB - 837)
INV. IN: 306.62' (CB - 811)
INV. OUT: 306.49' (CB - 809)
CB - 811
RIM: 315.48'
INV. IN: 306.98' (CB - 812)
INV. OUT: 306.86' (CB - 810)
CB - 812
RIM: 314.42'
INV. IN: 307.47' (CB - 813)
INV. OUT: 307.32' (CB - 811)
CB - 927
RIM: 317.06'
INV. OUT: 312.63' (CB - 925)
150.43 LF
15" RCP
@ 2.49%
CB - 925
RIM: 313.52'
INV. IN: 308.88' (CB - 927)
INV. OUT: 308.74' (CB - 918)
69.86 LF
15" RCP
@ 2.39%
90000
CB837
90001
CB840
90004
CB813 90005
CB814
90006
CB835
90007
CB816
90008
CB815
90009
CB825
90012
CB826
90013
CB830
90014
CB82190015
CB817
90017
FES18
90030
CB832
90033
CB861
90034
CB860
90037
CB839
90038
CB838
90057
CB864
90060
FES853
90062
DI822
97000
CB833 97001
CB927 97002
CB925
97003
CB918
71.41 LF
15" RCP
@ 5.08%
FES-18
INV.:316.09
Revisions
K:
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Sheet No.
Designer
Drawn By
Date
Job No.
Wi
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11
5

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A
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1

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A
02190372.20
08/28/23
WR
WR
1 inch = 50 ft.
50
GRAPHIC SCALE
0 25 50 100
GR
A
D
I
N
G

P
L
A
N
C4.3SEE SHEET C4.2 FOR CONTINUATION
SE
E

S
H
E
E
T

C
4
.
4

F
O
R

C
O
N
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I
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I
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SE
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7

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EASEMENT ABBREVIATION LEGEND
DE DRAINAGE EASEMENT (PUBLIC)
GE GREENWAY EASEMENT (PUBLIC)
PDE PRIVATE DRAINAGE EASEMENT
PGE PRIVATE GREENWAY EASEMENT
PUE PUBLIC UTILITY EASEMENT
SCMMAE SCM MAINTENANCE AND ACCESS EASEMENT
SDTE SIGHT DISTANCE EASEMENT
STE STREET TREE EASEMENT
VWDE VARIABLE WIDTH DRAINAGE EASEMENT (PUBLIC)
LEGEND:
EXISTING WETLAND
TREE PRESERVATION AREA
30' TYPE B LANDSCAPE SCREEN - B-40
30' TYPE B LANDSCAPE SCREEN - B-75
30' TYPE B LANDSCAPE SCREEN - B-225
GRADING SPOT ELEVATION ABBREVIATION LEGEND
TC TOP OF CURB
GFE GARAGE FLOOR ELEVATION
TW TOP OF WALL
BW BOTTOM OF WALL
ECA DRAINAGE DIRECTED TOWARD FRONT OF BUILDING
ECB DRAINAGE DIRECTED TOWARD FRONT AND REAR OF BUILDING
ECC DRAINAGE DIRECTED TOWARD REAR OF BUILDING
SPILL CURB
(TYP.)
SPILL CURB
(TYP.)
SPILL CURB
(TYP.)
SPILL CURB
(TYP.)
SPILL CURB
(TYP.)
SPILL CURB
(TYP.)
1
1 1 1
1
I certify that these as-builts are accurate and that each of the items listed on the Town’s “As-Built
Checklist” as contained in the Town of Holly Springs Engineering Design and Construction
Standards is provided on this set of as-built drawings (26 total sheets in this set). I certify that
all of the information provided is field-verified as-built information.
(Seal) ________________________________ ___________________
Signature Registered Land Surveyor Date
(Seal) ________________________________ ___________________
Signature by Professional Engineer Date
_____________________________________ ______________
Acceptance by Construction Inspector Date
N O R T H C A RO
L
I
N
A
C
U
R
TIS M . B L A Z I E R
PR O F E SSIO
N
A
L
E
NGI N E E R
SEAL
033840
N O R T H C A RO
L
I
N
A
B
E
N
J A
MIN E . D A Y T ON
PR O F E SSIO
N
A
L
L
A
N
D
SU R V E YO
R
SEAL
L-4390
RECORD DRAWING NOTES:
1.THIS RECORD DRAWING SET OF PLANS IS BASED ON FIELD SURVEY PREPARED BY
WITHERSRAVENEL. INFORMATION SHOWN HEREON IS COMPRISED OF EXISTING AND
PROPOSED CONDITIONS AS ORIGINALLY APPROVED BY THE TOWN OF HOLLY SPRINGS UNLESS
OTHERWISE NOTED.
2.THE SANITARY SEWER AND STORM SEWER ASSOCIATED WITH CAROLINA SPRINGS PHASE 1,
SECTION 1B HAVE BEEN PHYSICALLY SURVEYED AND THIS PLAN REPRESENTS, TO THE BEST OF
OUR KNOWLEDGE, THE HORIZONTAL AND VERTICAL LOCATIONS OF THESE UTILITIES.
3.THE WATERLINE INFORMATION SHOWN ON THESE PLANS IS FROM PERIODIC INSPECTIONS
CONDUCTED THROUGHOUT THE CONSTRUCTION PHASE OF THE PROJECT. WITHERSRAVENEL
MAKES NO GUARANTEE OF THE SURVEYED ACCURACY OF THE WATERLINE SHOWN.
4.WITHERSRAVENEL IS NOT HELD RESPONSIBLE FOR INACCURACIES IN PLANS DUE TO SKETCHES
OR OTHER INFORMATION RECEIVED FROM CONTRACTOR(S) THAT DO NOT ACCURATELY
REFLECT FINISHED CONSTRUCTION FIELD CONDITIONS.
5. IN STREETS AND UTILITIES LOCATED IN THE TRIASSIC BASIN AS SHOWN IN TOHS DETAIL HS356
(WHERE TRIASSIC SOILS ON COMPRESSIBLE MINIATURE TRIASSIC SEDIMENTARY ROCK-LIKE MATERIAL
EXISTS) THERE WILL BE CERTAIN SPECIAL CRITERIA REQUIRED FOR ROADWAY CONSTRUCTION.
THE FOLLOWING MINIMUMS WILL BE REQUIRED OF DEVELOPERS:
1.PRE-QUALIFIED GEO-TECHNICAL FIRM APPROVED BY THE TOWN MUST BE ON SITE FULL TIME
WHILE THE UTILITIES AND ROADWAYS ARE BEING CONSTRUCTED.
2.DOCUMENTATION OF MOISTURE CONTENT, COMPACTION, DENSITY, GEOGRID DESIGN CRITERIA,
ETC. MUST BE PROVIDED TO TOWN INSPECTOR.
3.ALL ROADWAYS WILL HAVE TO BE PROOF-ROLLED AT BOTH SUB GRADE AND STONE GRADE BY
TOWN INSPECTOR AS WELL.
4.THE STANDARD ROADWAY CROSS-SECTION WILL BE WOVEN GEO-FABRIC DESIGN CRITERIA HP 270
OR EQUAL ON ENTIRE ROAD (AND MUST BE APPROVED BY THE TOWN OF HOLLY SPRINGS), 7” ABC
STONE, WITH ASPHALT COMPLETED IN STAGED CONSTRUCTION OF 2.5” I-19 ASPHALT AND 1.5”
S9.5C IN STAGE ONE AND 1.5” S9.5C FINAL OVERLAY INITIAL ONE-YEAR WARRANTY WITH AN
ADDITIONAL YEAR EXTENSION STARTING AFTER FINAL OVERLAY SHALL BE REQUIRED FOR
ROADWAYS. FOR THE EXTENDED WARRANTY PERIOD, IT WILL BE REQUIRED TO POST A BOND, LOC,
OR CASH FOR 50% OF ACTUAL COST OF ROADWAY (STORM DRAINAGE, CURB & GUTTER,
SIDEWALK AND PAVEMENT).
5.WHERE MANHOLES ARE LOCATED IN STREETS IT WILL BE REQUIRED TO HAVE SUITABLE OFF-SITE
STRUCTURAL MATERIAL OR ABC STONE TO BACKFILL AROUND EXCAVATION OF MANHOLES UP TO
SUBGRADE.
6.AN ADDITIONAL FOOT OF STONE WILL BE REQUIRED 10' EITHER SIDE OF MANHOLE FOR ENTIRE
WIDTH OF ROADWAY.
ADDITIONAL MEASURES MAY BE DEEMED NECESSARY BY THE TOWN PENDING SEVERITY OF THE SOILS.
THE PAVEMENT THICKNESS OF ANY STREET SHALL, AT A MINIMUM, EQUAL THE DESIGN SHOWN IN THE
STANDARD DETAILS SECTION OF THESE STANDARDS FOR THE VARIOUS STREET WIDTHS.
APPROVED PAVEMENT DESIGN METHODS INCLUDE THOSE AS PROPOSED BY NCDOT, THE 1986 AASHTO
GUIDELINES AND THE 1981 ASPHALT INSTITUTE MS 1 DOCUMENT.
THE AASHTO METHOD WILL REQUIRE USE OF A TERMINAL SERVICEABILITY INDEX OF 2.0 FOR
COLLECTORS AND 2.5 FOR THOROUGHFARES, SO = 0.49 FOR FLEXIBLE PAVEMENT AND SO = 0.39 FOR
RIGID PAVEMENTS, AND A RELIABILITY OF 98% FOR THOROUGHFARES AND A RELIABILITY OF 95% FOR
COLLECTORS.
ALL STREETS MAINTAINED BY THE NCDOT MUST RECEIVE APPROVAL OF THE PAVEMENT DESIGN FROM
NCDOT PRIOR TO THE BEGINNING OF CONSTRUCTION. NORMAL CROWN FOR THE PAVEMENT SECTION
SHALL BE ¼”/FOOT, EXCEPT AS APPROVED FOR SUPERELEVATED CROSS[1]SECTIONS
NOT PART OF
THIS PHASE
NOT PART OF
THIS PHASE
NOT PART OF
THIS PHASE
G
G
G
W W W W W W W W W W W W W W W W W W W W W W W
R R R R R R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
W W W W W W W W W W W W W W W W W W W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
R R R R R R R R R R R R R R R R R R R R R R
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
WWW
R R R R R R R R R R R R R R R R R R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
169
171
150
145
146
147
181
182
183
177
178
179
180
172
173
174
175
176
184
188 187189
272
288
273 274
190
346347
166
348
341342
350
343
351
344345
357
361
193
262
278
194
263
279
264
280 281 282
267
275
191
268
276
284
269
285
270
286 287
358
363
356
271
192
186
185
149
148
144
142
141
140
139
138137136135134132133
143
283277
326 327 328 329 330 331 332 333 334 335 336 337 338 339
312313314315316317318319320321322323324325
170
168
167
261 265 266
368 367 366 365 364 362
360
359
353 352 349
340
310
309
306
305
304
302
301
300
299
297
296
295
294
293
292
291
290
289
298
303
307
308
311
355 354
SS
SS
SS
SS
SS
SS
SS
SS
SS
SSSS
SS
SS
SSSSSSSSSSSS
SS
SS
SS
SS
SS
SS
SS
SSSS
CA
R
O
L
I
N
A

S
P
R
I
N
G
S

B
O
U
L
E
V
A
R
D
(82
'

P
U
B
L
I
C

R
O
W
)
CAROLINA SPRINGS BOULEVARD
(82' PUBLIC ROW)
STREET D
(55' PUBLIC ROW)
CA
R
O
V
A

B
E
N
D
(5
5
'

P
U
B
L
I
C

R
O
W
)
ST
R
E
E
T

M
(5
1
'

P
U
B
L
I
C

R
O
W
)
STREET R
(55' PUBLIC ROW)
CA
R
O
V
A

B
E
N
D
(5
5
'

P
U
B
L
I
C

R
O
W
)
CA
R
O
V
A

B
E
N
D
(5
5
'

P
U
B
L
I
C

R
O
W
)
ALLEY 1
(25' ACCESS EASEMENT)
AL
L
E
Y

7
(25
'

A
C
C
E
S
S

E
A
S
E
M
E
N
T
)
RISER 9
FES 9
SSSSSSSSSSSSSSSSSSSS
SS
SS
SS
ECB ECB ECB ECB ECB ECB ECB ECB
ECB
ECB
ECB
ECB
ECB
ECB
ECB
ECB
ECBECBECBECBECBECBECBECB
ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB
ECB
ECB
ECB
ECB
ECB
ECB
ECBECBECBECBECB
ECB
ECB
ECB ECB ECB ECB ECBECB ECB ECB ECB ECB ECB ECB ECB
ECB
ECB
ECB
ECB
ECB
ECB
ECB
ECB
ECB
ECB
ECB
ECB
ECB
ECB
ECB
ECB
ECB
ECB
ECB
ECB
ECB
ECB
ECB
ECB
ECB
ECB
ECB
ECB
ECB
ECB
ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB
ECBECBECBECBECBECBECBECBECBECBECBECBECBECB
ECB ECB ECB ECB ECB ECB ECB ECB ECB
ECB ECB ECB ECB ECB
SS
SS
SS
ECB
ECB
ECB
ECB
ECB
ALLEY 11
(25' ACCESS EASEMENT)
100 YR BACKWATER
EASEMENT
ELEV. 285.77
TOP OF BERM
ELEV. 287.00
ECB
ECB
ECB
ECB
ECB
ECB
ECB
ECB
ECB
ECB
ECB
ECB
ECB ECB
ECB
TOP OF BANK (TYP.)
SCM 9
WET DETENTION
POND
FEMA
EFFECTIVE
100 YEAR
FLOODPLAIN
WETLANDS (TYP)
VWDE
SCMMAE
WETLANDS (TYP)
30' HOLLY SPRINGS
CAPE FEAR BUFFER
SCM #9
PROPOSED LIGHT
POLE (TYP)
FEMA
EFFECTIVE
FUTURE
FEMA EFFECTIVE
100 YEAR
30' HOLLY SPRINGS
CAFE FEAR BUFFER
TOP OF BANK (TYP.)
30' PUE
20' PDE
20' DE
20' DE
20' DE
20' DE
FLOODWAY
FEMA EFFECTIVE 100
YEAR FLOODPLAIN
FEMA
EFFECTIVE
100 YR
FUTURE FW
PER APPROVED
CLOMR
FEMA
EFFECTIVE
FUTURE
FLOODWAY
FUTURE FW
PER APPROVED
FUTURE 100 YR PER
APPROVED CLOMR
SWALE 10; SEE
NOTE ON LEFT
ST
R
E
E
T

M
(2
5
'

A
C
C
E
S
S

E
A
S
E
M
E
N
T
)
STREET R
(55' PUBLIC ROW)
CB - 839
RIM: 316.91'
INV. OUT: 312.12' (CB - 838)
CB - 838
RIM: 316.87'
INV. IN: 311.96' (CB - 839)
INV. OUT: 311.71' (CB - 860)
CB - 860
RIM: 312.79'
INV. IN: 307.17' (CB - 861)
INV. IN: 307.31' (CB - 838)
INV. OUT: 306.89' (CB - 859)
CB - 861
RIM: 312.64'
INV. OUT: 307.59' (CB - 860)
CB - 864
RIM: 310.40'
INV. OUT: 304.63' (CB - 855)
CB - 859
RIM: 306.08'
INV. IN: 301.17' (CB - 860)
INV. IN: 301.19' (CB - 862)
INV. OUT: 300.69' (CB - 857)
CB - 862
RIM: 306.12'
INV. OUT: 301.91' (CB - 859)
CB - 857
RIM: 301.77'
INV. IN: 297.44' (CB - 863)
INV. IN: 297.18' (CB - 859)
INV. OUT: 296.72' (DI - 856)
CB - 863
RIM: 301.72'
INV. OUT: 297.88' (CB - 857)
CB - 873
RIM: 295.10'
INV. OUT: 291.72' (CB - 872)
CB - 871
54.86 LF
15" RCP
@ 1.31%
141.20 LF
15" RCP
@ 3.12%
72.83 LF
30" RCP
54.78 LF
15" RCP
@ 0.77%
152.78 LF
18" RCP
@ 3.74%
105.45 LF
18" RCP
@ 3.33%
41.55 LF
95.88 LF
24" RCP
@ 0.59%
54.81 LF
15" RCP
@ 0.29%
38.66 LF
18" RCP
@ 0.59%
92.99 LF
46.69 LF
15" RCP
@ 0.94%
CB - 927
RIM: 317.06'
INV. OUT: 312.63' (CB - 925)
150.43 LF
15" RCP
@ 2.49%
CB - 925
RIM: 313.52'
INV. IN: 308.88' (CB - 927)
INV. OUT: 308.74' (CB - 918)
69.86 LF
15" RCP
@ 2.39%
CB - 918
RIM: 313.52'
INV. IN: 307.07' (CB - 925)
INV. OUT: 306.83' (CB - 917)
128.46 LF
15" RCP
@ 3.56%
CB - 917
RIM: 307.11'
INV. IN: 302.26' (CB - 918)
INV. OUT: 302.04' (CB - 916)113.63 LF
18" RCP
@ 4.44%
CB - 916
RIM: 301.99'
INV. IN: 296.99' (CB - 917)
INV. OUT: 296.82' (CB - 910)
129.64 LF
18" RCP
@ 3.82%
163.97 LF
24" RCP
@ 0.61%
33.51 LF
18" RCP
@ 0.75%
CB - 911
RIM: 296.12'
INV. IN: 289.30' (CB - 912)
INV. OUT: 289.12' (CB - 910)
50.23 LF
15" RCP
@ 1.11%
CB - 912
RIM: 295.25'
INV. IN: 290.06' (CB - 913)
INV. OUT: 289.86' (CB - 911)
30.66 LF
CLASS IV 15" RCP
@ 0.68%
CB - 913
RIM: 295.07'
INV. IN: 290.43' (DI - 914)
INV. OUT: 290.27' (CB - 912)
25.72 LF
15" RCP
@ 0.82%
DI - 914
RIM: 293.21'
INV. OUT: 290.64' (CB - 913)
CB - 908
RIM: 294.30'
INV. IN: 289.48' (CB - 907)
INV. IN: 287.67' (CB - 910)
INV. OUT: 287.52' (CB - 922)
90031
CB859
90032
CB862
90033
CB861
90034
CB860
90037
CB839
90038
CB838
90039
CB857
90040
CB863
90043
CB873
90044
CB872
90057
CB864 90181
DI914
90182
CB913
90183
CB912
90184
CB911
90185
CB910
90186
CB907
90187
CB908
90188
CB922 NO TOP
90190
CB921
90191
CB931
90192
CB942
90193
CB953
90194
CB952
90195
CB949
90196
CB903
90197
DI956
90198
FES901
97001
CB927 97002
CB925
97003
CB918
97004
CB917
97005
CB916
31.10 LF
15" RCP
@ 0.90%
CB - 907
RIM: 294.91'
INV. OUT: 289.76' (CB - 908)
71.77 LF
30" RCP
@ 0.57%
CB - 922
RIM: 294.02'
INV. IN: 290.54' (CB - 923)
INV. IN: 287.11' (CB - 908)
INV. OUT: 286.96' (CB - 921)
43.24 LF
30" RCP
@ 0.67%
CB - 921
RIM: 293.86'
INV. IN: 288.63' (CB - 906)
INV. IN: 286.67' (CB - 922)
INV. OUT: 286.52' (CB - 931)
126.98 LF
36" RCP
@ 0.50%
CB - 931
RIM: 291.22'
INV. IN: 287.96' (CB - 905)
INV. IN: 287.21' (CB - 932)
INV. IN: 285.88' (CB - 921)
INV. OUT: 285.66' (CB - 942)
107.33 LF
42" RCP
@ 0.50%
CB - 942
RIM: 291.88'
INV. IN: 287.39' (CB - 904)
INV. IN: 286.64' (CB - 943)
INV. IN: 285.12' (CB - 931)
INV. OUT: 284.97' (CB - 953)
98.06 LF
42" RCP
@ 1.13%
CB - 953
RIM: 290.51'
INV. IN: 283.86' (CB - 942)
INV. OUT: 283.69' (CB - 952)
38.06 LF
42" RCP
@ 0.58%
CB - 952
RIM: 290.59'
INV. IN: 283.47' (CB - 953)
INV. IN: 286.63' (CB - 951)
INV. OUT: 282.89' (CB - 949)
27.67 LF
48" RCP
@ 0.58%
CB - 949
RIM: 290.73'
INV. IN: 282.73' (CB - 952)
INV. OUT: 282.59' (CB - 903)
33.62 LF
48" RCP
@ 0.92%
CB - 903
RIM: 289.28'
INV. IN: 282.28' (CB - 949)
INV. IN: 284.99' (DI - 954)
INV. OUT: 281.49' (DI - 956)
87.35 LF
60" RCP
@ 0.61%
DI - 956
RIM: 290.77'
INV. IN: 284.76' (CB - 902)
INV. IN: 280.96' (CB - 903)
INV. OUT: 280.79' (FES - 901)
53.59 LF
60" RCP
@ 1.06%
FES - 901
INV.:280.22
STORM STRUCTURE POINT TABLE
POINT #
90004
90005
90008
90007
90015
90014
90009
90012
90013
90030
97000
90006
90000
90038
90037
90001
90059
90052
90039
90031
90034
90033
90032
90040
90057
90050
90049
90044
90043
90048
DESCRIPTION
CB813
CB814
CB815
CB816
CB817
CB821
CB825
CB826
CB830
CB832
CB833
CB835
CB837
CB838
CB839
CB840
CB854
CB855
CB857
CB859
CB860
CB861
CB862
CB863
CB864
CB870
CB871
CB872
CB873
CB874
NORTHING
704380.0746
704385.1181
704481.7320
704386.4232
704625.8954
704624.6719
704480.7023
704523.4871
704554.9053
704404.2155
704399.6250
704380.9352
704245.1503
704234.5431
704289.3243
704300.0818
703926.7950
704032.0593
704113.1275
704158.0013
704224.2632
704275.5423
704205.3872
704154.1290
704077.9383
703968.5636
704011.2578
704052.0155
704085.3500
703995.7679
EASTING
2036145.6391
2036146.3242
2036107.1432
2036101.4124
2036111.0293
2036157.8612
2036145.8175
2036190.8979
2036179.4745
2036177.2288
2036331.6088
2036101.6145
2036291.0442
2036652.1059
2036650.3319
2036292.2733
2036891.8371
2036906.0702
2037026.0140
2036930.5939
2036792.9309
2036812.1875
2036958.2371
2037048.3518
2036825.1904
2037118.1410
2037142.2968
2037134.2006
2037153.7729
2037169.5265
STORM STRUCTURE POINT TABLE
POINT #
90051
90196
90186
90187
90185
90184
90183
90182
97005
97004
97003
90190
90188
97002
97001
90191
90192
90195
90194
90193
90062
90061
90047
90181
90197
50221
90017
90060
90198
DESCRIPTION
CB878
CB903
CB907
CB908
CB910
CB911
CB912
CB913
CB916
CB917
CB918
CB921
CB922 NO TOP
CB925
CB927
CB931
CB942
CB949
CB952
CB953
DI822
DI856
DI875
DI914
DI956
FES 54 INV
FES18
FES853
FES901
NORTHING
703947.1679
704839.5992
704321.4726
704323.1571
704176.2677
704143.1226
704099.3626
704084.5270
704240.6912
704296.6907
704360.1167
704429.9537
704392.5112
704384.5771
704389.1892
704556.8708
704663.3635
704811.8489
704786.1434
704759.4572
704676.0125
704029.6495
703944.6598
704068.7067
704925.0208
703855.2880
704694.8778
703887.1768
704978.5537
EASTING
2037056.1908
2037300.5299
2037316.1602
2037285.1074
2037212.2473
2037217.1610
2037192.4935
2037219.3309
2037099.7492
2037000.8744
2036889.1621
2037288.2675
2037266.6401
2036823.7286
2036673.3702
2037292.3111
2037278.9105
2037281.5452
2037271.3130
2037298.4512
2036185.7055
2036978.8568
2037259.3923
2037239.6134
2037282.2858
2036806.3290
2036092.5654
2036809.4549
2037279.8443
Revisions
K:
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Sheet No.
Designer
Drawn By
Date
Job No.
Wi
t
h
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r
s
R
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l
11
5

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[ S
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D
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02190372.20
08/28/23
WR
WR
1 inch = 50 ft.
50
GRAPHIC SCALE
0 25 50 100
GR
A
D
I
N
G

P
L
A
N
C4.4
SE
E

S
H
E
E
T

C
4
.
3

F
O
R

C
O
N
T
I
N
U
A
T
I
O
N
SEE SHEET C4.5 FOR CONTINUATION
EASEMENT ABBREVIATION LEGEND
DE DRAINAGE EASEMENT (PUBLIC)
GE GREENWAY EASEMENT (PUBLIC)
PDE PRIVATE DRAINAGE EASEMENT
PGE PRIVATE GREENWAY EASEMENT
PUE PUBLIC UTILITY EASEMENT
SCMMAE SCM MAINTENANCE AND ACCESS EASEMENT
SDTE SIGHT DISTANCE EASEMENT
STE STREET TREE EASEMENT
VWDE VARIABLE WIDTH DRAINAGE EASEMENT (PUBLIC)
LEGEND:
EXISTING WETLAND
TREE PRESERVATION AREA
30' TYPE B LANDSCAPE SCREEN - B-40
30' TYPE B LANDSCAPE SCREEN - B-75
30' TYPE B LANDSCAPE SCREEN - B-225
SWALE 8
V-DITCH
GRASSED
2% MI
N
.
3:1 MA
X
.
2%
M
I
N
.
3:1
M
A
X
.
10'
0.5' MIN.
1.5' MAX.
SWALE 9
V-DITCH
GRASSED
2% MI
N
.
3:1 MA
X
.
2%
M
I
N
.
3:1
M
A
X
.
10'
0.5' MIN.
1.5' MAX.
SWALE 7
V-DITCH
GRASSED
2% MI
N
.
3:1 MA
X
.
2%
M
I
N
.
3:1
M
A
X
.
10'
0.5' MIN.
1.5' MAX.
GRADING SPOT ELEVATION ABBREVIATION LEGEND
TC TOP OF CURB
GFE GARAGE FLOOR ELEVATION
TW TOP OF WALL
BW BOTTOM OF WALL
ECA DRAINAGE DIRECTED TOWARD FRONT OF BUILDING
ECB DRAINAGE DIRECTED TOWARD FRONT AND REAR OF BUILDING
ECC DRAINAGE DIRECTED TOWARD REAR OF BUILDING
SPILL CURB
(TYP.)
SPILL CURB
(TYP.)
SPILL CURB
(TYP.)
SPILL CURB
(TYP.)
SPILL CURB
(TYP.)
SPILL CURB
(TYP.)
SPILL CURB
(TYP.)
I certify that these as-builts are accurate and that each of the items listed on the Town’s “As-Built
Checklist” as contained in the Town of Holly Springs Engineering Design and Construction
Standards is provided on this set of as-built drawings (26 total sheets in this set). I certify that
all of the information provided is field-verified as-built information.
(Seal) ________________________________ ___________________
Signature Registered Land Surveyor Date
(Seal) ________________________________ ___________________
Signature by Professional Engineer Date
_____________________________________ ______________
Acceptance by Construction Inspector Date
N O R T H C A RO
L
I
N
A
C
U
R
TIS M . B L A Z I E R
PR O F E SSIO
N
A
L
E
NGI N E E R
SEAL
033840
N O R T H C A RO
L
I
N
A
B
E
N
J A
MIN E . D A Y T ON
PR O F E SSIO
N
A
L
L
A
N
D
SU R V E YO
R
SEAL
L-4390
RECORD DRAWING NOTES:
1.THIS RECORD DRAWING SET OF PLANS IS BASED ON FIELD SURVEY PREPARED BY
WITHERSRAVENEL. INFORMATION SHOWN HEREON IS COMPRISED OF EXISTING AND
PROPOSED CONDITIONS AS ORIGINALLY APPROVED BY THE TOWN OF HOLLY SPRINGS UNLESS
OTHERWISE NOTED.
2.THE SANITARY SEWER AND STORM SEWER ASSOCIATED WITH CAROLINA SPRINGS PHASE 1,
SECTION 2 HAVE BEEN PHYSICALLY SURVEYED AND THIS PLAN REPRESENTS, TO THE BEST OF
OUR KNOWLEDGE, THE HORIZONTAL AND VERTICAL LOCATIONS OF THESE UTILITIES.
3.THE WATERLINE INFORMATION SHOWN ON THESE PLANS IS FROM PERIODIC INSPECTIONS
CONDUCTED THROUGHOUT THE CONSTRUCTION PHASE OF THE PROJECT. WITHERSRAVENEL
MAKES NO GUARANTEE OF THE SURVEYED ACCURACY OF THE WATERLINE SHOWN.
4.WITHERSRAVENEL IS NOT HELD RESPONSIBLE FOR INACCURACIES IN PLANS DUE TO SKETCHES
OR OTHER INFORMATION RECEIVED FROM CONTRACTOR(S) THAT DO NOT ACCURATELY
REFLECT FINISHED CONSTRUCTION FIELD CONDITIONS.
5. IN STREETS AND UTILITIES LOCATED IN THE TRIASSIC BASIN AS SHOWN IN TOHS DETAIL HS356
(WHERE TRIASSIC SOILS ON COMPRESSIBLE MINIATURE TRIASSIC SEDIMENTARY ROCK-LIKE MATERIAL
EXISTS) THERE WILL BE CERTAIN SPECIAL CRITERIA REQUIRED FOR ROADWAY CONSTRUCTION.
THE FOLLOWING MINIMUMS WILL BE REQUIRED OF DEVELOPERS:
1.PRE-QUALIFIED GEO-TECHNICAL FIRM APPROVED BY THE TOWN MUST BE ON SITE FULL TIME
WHILE THE UTILITIES AND ROADWAYS ARE BEING CONSTRUCTED.
2.DOCUMENTATION OF MOISTURE CONTENT, COMPACTION, DENSITY, GEOGRID DESIGN CRITERIA,
ETC. MUST BE PROVIDED TO TOWN INSPECTOR.
3.ALL ROADWAYS WILL HAVE TO BE PROOF-ROLLED AT BOTH SUB GRADE AND STONE GRADE BY
TOWN INSPECTOR AS WELL.
4.THE STANDARD ROADWAY CROSS-SECTION WILL BE WOVEN GEO-FABRIC DESIGN CRITERIA HP 270
OR EQUAL ON ENTIRE ROAD (AND MUST BE APPROVED BY THE TOWN OF HOLLY SPRINGS), 7” ABC
STONE, WITH ASPHALT COMPLETED IN STAGED CONSTRUCTION OF 2.5” I-19 ASPHALT AND 1.5”
S9.5C IN STAGE ONE AND 1.5” S9.5C FINAL OVERLAY INITIAL ONE-YEAR WARRANTY WITH AN
ADDITIONAL YEAR EXTENSION STARTING AFTER FINAL OVERLAY SHALL BE REQUIRED FOR
ROADWAYS. FOR THE EXTENDED WARRANTY PERIOD, IT WILL BE REQUIRED TO POST A BOND, LOC,
OR CASH FOR 50% OF ACTUAL COST OF ROADWAY (STORM DRAINAGE, CURB & GUTTER,
SIDEWALK AND PAVEMENT).
5.WHERE MANHOLES ARE LOCATED IN STREETS IT WILL BE REQUIRED TO HAVE SUITABLE OFF-SITE
STRUCTURAL MATERIAL OR ABC STONE TO BACKFILL AROUND EXCAVATION OF MANHOLES UP TO
SUBGRADE.
6.AN ADDITIONAL FOOT OF STONE WILL BE REQUIRED 10' EITHER SIDE OF MANHOLE FOR ENTIRE
WIDTH OF ROADWAY.
ADDITIONAL MEASURES MAY BE DEEMED NECESSARY BY THE TOWN PENDING SEVERITY OF THE SOILS.
THE PAVEMENT THICKNESS OF ANY STREET SHALL, AT A MINIMUM, EQUAL THE DESIGN SHOWN IN THE
STANDARD DETAILS SECTION OF THESE STANDARDS FOR THE VARIOUS STREET WIDTHS.
APPROVED PAVEMENT DESIGN METHODS INCLUDE THOSE AS PROPOSED BY NCDOT, THE 1986 AASHTO
GUIDELINES AND THE 1981 ASPHALT INSTITUTE MS 1 DOCUMENT.
THE AASHTO METHOD WILL REQUIRE USE OF A TERMINAL SERVICEABILITY INDEX OF 2.0 FOR
COLLECTORS AND 2.5 FOR THOROUGHFARES, SO = 0.49 FOR FLEXIBLE PAVEMENT AND SO = 0.39 FOR
RIGID PAVEMENTS, AND A RELIABILITY OF 98% FOR THOROUGHFARES AND A RELIABILITY OF 95% FOR
COLLECTORS.
ALL STREETS MAINTAINED BY THE NCDOT MUST RECEIVE APPROVAL OF THE PAVEMENT DESIGN FROM
NCDOT PRIOR TO THE BEGINNING OF CONSTRUCTION. NORMAL CROWN FOR THE PAVEMENT SECTION
SHALL BE ¼”/FOOT, EXCEPT AS APPROVED FOR SUPERELEVATED CROSS[1]SECTIONS
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
W
W
W
W
R
R
R
R
R
R R
T
T
T
T
T
T
T
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G G
G
G
G
R
R
R
R
R
R
R
R
R
W W W W
W
W
W
W
W
W
W W W W W W W W W W W W W W W
W
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R R R R
R
R
R
R
R
R
R R R R R R R R R R R R R R R
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
R
R
R
R
R
R
R
W
150
151
152
154
147
166
18
19
20
22
23
46 45
155
153
149
148
505152
21
24
25
26
27
167
160
159
156
161
164
163
165
48 47
585354555657 6059 6261
49
158
157
162
S
S
S
S
S
S
SS
SS
SS
SS
SS
SS
SS
SS
SSSSSSSSSSSS
SS
SSSS
SS
SS
SS
S
S
SS
SS
SS
CAROLINA S
P
R
I
N
G
S

B
O
U
L
E
V
A
R
D
(82'

P
U
B
L
I
C

R
O
W
)
CALVAND
E
R

L
A
N
E
(51' PUB
L
I
C

R
O
W
)
CALVANDER LANE
(51' PUBLIC ROW)
CA
R
O
V
A

B
E
N
D
(5
5
'

P
U
B
L
I
C

R
O
W
)
CAR
O
V
A

B
E
N
D
(55'

P
U
B
L
I
C

R
O
W
)
CA
R
O
V
A

B
E
N
D
(5
5
'

P
U
B
L
I
C

R
O
W
)
AL
L
E
Y

3
(25'

A
C
C
E
S
S

E
A
S
E
M
E
N
T
)
10'x8'
R
C
B
C
FUTURE AMENITY SITE
FUTURE
ALLEY 10
(25' ACCESS EASEMENT)
RISER 8
RISER 7
FES 8
FES 7
S
S
S
S
S
S
ECB
ECA ECA ECA ECB ECB ECB ECB ECB ECB
ECB ECB ECB ECB ECB ECB ECB ECB
ECB
ECB
ECB
ECB
ECB
ECB
ECB
ECB
ECB
ECB
ECB
ECB
ECB
ECB
ECB
ECB
ECB
ECB
ECB
ECB
ECB
ECB
ECB
ECB
ECB
ECB
EXISTING PROPERTY LINE
EXISTING CLOGGED PIPE TO BE PUMPED
WITH FLOWABLE FILL AND ABANDONED
POND BUFFER
ECB
ECB
ECB
ECB
ECB
ECB
EXISTING POND
TO REMAIN
WETLANDS
(TYP)
SCM 8
WET DETENTION POND
SCM 7
CONSTRUCTED WETLANDS
PUBLIC 10' ASPHALT
MULTI-USE TRAIL (TYP)
PUBLIC 10' ASPHALT
MULTI-USE TRAIL (TYP)
10' ASPHALT MULTI-USE
TRAIL (TYP)
PUBLIC 30' MULTI-USE
TRAIL EASEMENT (TYP)
20' MULTI-USE TRAIL
EASEMENT (TYP)
20' SCMMAE
50' DIXIE PIPEL
I
N
E

C
O
M
P
A
N
Y

R
/
W
DB 2758, PG. 64
3
WETLANDS (TYP)
PRIVATE 10' ASPHALT
MULTI-USE TRAIL (TYP)
PRIVATE 30' MULTI-USE
TRAIL EASEMENT (TYP)
PUBLIC 30' MULTI-USE
TRAIL EASEMENT (TYP)
82'
R/W 39' B-B
30' DE
20' SCMMAE
FLOODWAY
FLOODWAY
82' R/W
39' B-B
PDE
FUTURE
FUTURE AMENITY SITE
GREENWAY STUB TO BE
EXTENDED WITH BRIDGE AND
BOARDWALK PROJECT
20' DE
PDE
20' PDE
20' DE
VWDE
20' DE
20' PUE
PUBLIC 10' ASPHALT
MULTI-USE TRAIL (TYP)
PUBLIC 30' MULTI-USE
TRAIL EASEMENT (TYP)
30' TOWN OF HOLLY SPRINGS
PUBLIC UTILITY EASEMENT
20' DE
SCM ACCESS AND
MAINTENANCE EASEMENT
PUBLIC 10' ASPHALT
MULTI-USE TRAIL (TYP)
PUBLIC 30' MULTI-USE
TRAIL EASEMENT (TYP)
20' DE
30' HOLLY SPRINGS
CAPE FEAR BUFFER
FEMA EFFECTIVE
100 YEAR
TOP OF BANK
30' PUE
30' PUE
20' PDE
50' DIXIE PIPEL
I
N
E

C
O
M
P
A
N
Y

R
/
W
DB 2758, PG. 64
3
20' DE
FUTURE FW
PER APPROVED
CLOMR
FEMA EFFECTIVE
100 YEAR
FEMA EFFECTIVE
FUTURE
20' DE
20' TOWN OF HOLLY SPRINGS
PUBLIC UTILITY EASEMENT
50' OF 18" STEEL
ENCASEMENT FOR
GAS LINE CROSSING
DI - 856
50221
FES 54 INV
CB - 864
RIM: 310.40'
INV. OUT: 304.63' (CB - 855)
CB - 855
RIM: 305.83'
INV. IN: 295.31' (DI - 856)
INV. IN: 297.03' (CB - 864)
INV. OUT: 294.85' (CB - 854)
CB - 854
RIM: 303.40'
INV. IN: 294.13' (CB - 855)
INV. OUT: 285.71' (FES - 853)
DI - 856
RIM: 302.95'
INV. IN: 296.15' (CB - 857)
INV. OUT: 295.75' (CB - 855)
INV. IN: 297.44' (CB - 863)
INV. IN: 297.18' (CB - 859)
INV. OUT: 296.72' (DI - 856)
CB - 878
RIM: 297.34'
INV. IN: 288.56' (CB - 870)
INV. OUT: 286.99' (DI - 866)
CB - 870
RIM: 294.80'
INV. IN: 289.46' (CB - 871)
INV. OUT: 289.14' (CB - 878)
CB - 871
RIM: 294.50'
INV. IN: 289.81' (CB - 872)
INV. IN: 289.89' (CB - 874)
INV. OUT: 289.73' (CB - 870)
CB - 874
RIM: 293.71'
INV. IN: 290.33' (DI - 875)
INV. OUT: 290.17' (CB - 871)
DI - 875
RIM: 293.92'
INV. OUT: 291.24' (CB - 874)
FES - 853
INV.:284.65
91.41 LF
36" RCP
@ 1.16%
31.33 LF
15" RCP
@ 0.89%
72.83 LF
30" RCP
@ 0.60%
106.22 LF
36" RCP
@ 0.68%
49.05 LF
18" RCP
@ 0.55%
65.54 LF
24" RCP
@ 0.88%
41.55 LF
18" RCP
@ 3.63%
235.64 LF
48" RCP
@ 0.66%
95.88 LF
24" RCP
@ 0.59%
38.66 LF
18" RCP
@ 0.59%
103.38 LF
15" RCP
@ 0.88%
92.99 LF
15" RCP
@ 8.17%
30.66 LF
CLASS IV 15" RCP
@ 0.68%
25.72 LF
15" RCP
@ 0.82%
DI - 914
RIM: 293.21'
INV. OUT: 290.64' (CB - 913)90044
CB872
90047
DI875
90048
CB874
90049
CB871
90050
CB870
90051
CB878
90052
CB855
90057
CB864
90059
CB854
90060
FES853
90061
DI856
90181
DI914
CB913
90183
CB912
Revisions
K:
\
1
9
\
1
9
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0
3
7
0
\
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9
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3
7
2
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2
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2
0
2
3

8
:
2
3
:
2
1

A
M
-

SM
I
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H
,

A
L
L
I
S
O
N
Sheet No.
Designer
Drawn By
Date
Job No.
Wi
t
h
e
r
s
R
a
v
e
n
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l
11
5

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9

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s
R
E
C
O
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D

D
R
A
W
I
N
G
S
CA
R
O
L
I
N
A

S
P
R
I
N
G
S
P
H
A
S
E

1

S
E
C
T
I
O
N

2
HO
L
L
Y

S
P
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I
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S
,

N
O
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T
H

C
A
R
O
L
I
N
A
02190372.20
08/28/23
WR
WR
1 inch = 50 ft.
50
GRAPHIC SCALE
0 25 50 100
GR
A
D
I
N
G

P
L
A
N
C4.5
EASEMENT ABBREVIATION LEGEND
DE DRAINAGE EASEMENT (PUBLIC)
GE GREENWAY EASEMENT (PUBLIC)
PDE PRIVATE DRAINAGE EASEMENT
PGE PRIVATE GREENWAY EASEMENT
PUE PUBLIC UTILITY EASEMENT
SCMMAE SCM MAINTENANCE AND ACCESS EASEMENT
SDTE SIGHT DISTANCE EASEMENT
STE STREET TREE EASEMENT
VWDE VARIABLE WIDTH DRAINAGE EASEMENT (PUBLIC)
LEGEND:
EXISTING WETLAND
TREE PRESERVATION AREA
30' TYPE B LANDSCAPE SCREEN - B-40
30' TYPE B LANDSCAPE SCREEN - B-75
30' TYPE B LANDSCAPE SCREEN - B-225
GRADING SPOT ELEVATION ABBREVIATION LEGEND
TC TOP OF CURB
GFE GARAGE FLOOR ELEVATION
TW TOP OF WALL
BW BOTTOM OF WALL
ECA DRAINAGE DIRECTED TOWARD FRONT OF BUILDING
ECB DRAINAGE DIRECTED TOWARD FRONT AND REAR OF BUILDING
ECC DRAINAGE DIRECTED TOWARD REAR OF BUILDING
SPILL CURB
(TYP.)
SPILL CURB
(TYP.)SPILL CURB
(TYP.)
NOT PART OF
THIS PHASE
I certify that these as-builts are accurate and that each of the items listed on the Town’s “As-Built
Checklist” as contained in the Town of Holly Springs Engineering Design and Construction
Standards is provided on this set of as-built drawings (22 total sheets in this set). I certify that
all of the information provided is field-verified as-built information.
(Seal) ________________________________ ___________________
Signature Registered Land Surveyor Date
(Seal) ________________________________ ___________________
Signature by Professional Engineer Date
_____________________________________ ______________
Acceptance by Construction Inspector Date
N O R T H C A RO
L
I
N
A
C
U
R
TIS M . B L A Z I E R
PR O F E SSIO
N
A
L
E
NGI N E E R
SEAL
033840
N O R T H C A RO
L
I
N
A
B
E
N
J A
MIN E . D A Y T ON
PR O F E SSIO
N
A
L
L
A
N
D
SU R V E Y OR
SEAL
L-4390
RECORD DRAWING NOTES:
1.THIS RECORD DRAWING SET OF PLANS IS BASED ON FIELD SURVEY PREPARED BY
WITHERSRAVENEL. INFORMATION SHOWN HEREON IS COMPRISED OF EXISTING AND
PROPOSED CONDITIONS AS ORIGINALLY APPROVED BY THE TOWN OF HOLLY SPRINGS UNLESS
OTHERWISE NOTED.
2.THE SANITARY SEWER AND STORM SEWER ASSOCIATED WITH CAROLINA SPRINGS PHASE 1,
SECTION 1A HAVE BEEN PHYSICALLY SURVEYED AND THIS PLAN REPRESENTS, TO THE BEST OF
OUR KNOWLEDGE, THE HORIZONTAL AND VERTICAL LOCATIONS OF THESE UTILITIES.
3.THE WATERLINE INFORMATION SHOWN ON THESE PLANS IS FROM PERIODIC INSPECTIONS
CONDUCTED THROUGHOUT THE CONSTRUCTION PHASE OF THE PROJECT. WITHERSRAVENEL
MAKES NO GUARANTEE OF THE SURVEYED ACCURACY OF THE WATERLINE SHOWN.
4.WITHERSRAVENEL IS NOT HELD RESPONSIBLE FOR INACCURACIES IN PLANS DUE TO SKETCHES
OR OTHER INFORMATION RECEIVED FROM CONTRACTOR(S) THAT DO NOT ACCURATELY
REFLECT FINISHED CONSTRUCTION FIELD CONDITIONS.
5. IN STREETS AND UTILITIES LOCATED IN THE TRIASSIC BASIN AS SHOWN IN TOHS DETAIL HS356
(WHERE TRIASSIC SOILS ON COMPRESSIBLE MINIATURE TRIASSIC SEDIMENTARY ROCK-LIKE MATERIAL
EXISTS) THERE WILL BE CERTAIN SPECIAL CRITERIA REQUIRED FOR ROADWAY CONSTRUCTION.
THE FOLLOWING MINIMUMS WILL BE REQUIRED OF DEVELOPERS:
1.PRE-QUALIFIED GEO-TECHNICAL FIRM APPROVED BY THE TOWN MUST BE ON SITE FULL TIME
WHILE THE UTILITIES AND ROADWAYS ARE BEING CONSTRUCTED.
2.DOCUMENTATION OF MOISTURE CONTENT, COMPACTION, DENSITY, GEOGRID DESIGN CRITERIA,
ETC. MUST BE PROVIDED TO TOWN INSPECTOR.
3.ALL ROADWAYS WILL HAVE TO BE PROOF-ROLLED AT BOTH SUB GRADE AND STONE GRADE BY
TOWN INSPECTOR AS WELL.
4.THE STANDARD ROADWAY CROSS-SECTION WILL BE WOVEN GEO-FABRIC DESIGN CRITERIA HP 270
OR EQUAL ON ENTIRE ROAD (AND MUST BE APPROVED BY THE TOWN OF HOLLY SPRINGS), 7” ABC
STONE, WITH ASPHALT COMPLETED IN STAGED CONSTRUCTION OF 2.5” I-19 ASPHALT AND 1.5”
S9.5C IN STAGE ONE AND 1.5” S9.5C FINAL OVERLAY INITIAL ONE-YEAR WARRANTY WITH AN
ADDITIONAL YEAR EXTENSION STARTING AFTER FINAL OVERLAY SHALL BE REQUIRED FOR
ROADWAYS. FOR THE EXTENDED WARRANTY PERIOD, IT WILL BE REQUIRED TO POST A BOND, LOC,
OR CASH FOR 50% OF ACTUAL COST OF ROADWAY (STORM DRAINAGE, CURB & GUTTER,
SIDEWALK AND PAVEMENT).
5.WHERE MANHOLES ARE LOCATED IN STREETS IT WILL BE REQUIRED TO HAVE SUITABLE OFF-SITE
STRUCTURAL MATERIAL OR ABC STONE TO BACKFILL AROUND EXCAVATION OF MANHOLES UP TO
SUBGRADE.
6.AN ADDITIONAL FOOT OF STONE WILL BE REQUIRED 10' EITHER SIDE OF MANHOLE FOR ENTIRE
WIDTH OF ROADWAY.
ADDITIONAL MEASURES MAY BE DEEMED NECESSARY BY THE TOWN PENDING SEVERITY OF THE SOILS.
THE PAVEMENT THICKNESS OF ANY STREET SHALL, AT A MINIMUM, EQUAL THE DESIGN SHOWN IN THE
STANDARD DETAILS SECTION OF THESE STANDARDS FOR THE VARIOUS STREET WIDTHS.
APPROVED PAVEMENT DESIGN METHODS INCLUDE THOSE AS PROPOSED BY NCDOT, THE 1986 AASHTO
GUIDELINES AND THE 1981 ASPHALT INSTITUTE MS 1 DOCUMENT.
THE AASHTO METHOD WILL REQUIRE USE OF A TERMINAL SERVICEABILITY INDEX OF 2.0 FOR
COLLECTORS AND 2.5 FOR THOROUGHFARES, SO = 0.49 FOR FLEXIBLE PAVEMENT AND SO = 0.39 FOR
RIGID PAVEMENTS, AND A RELIABILITY OF 98% FOR THOROUGHFARES AND A RELIABILITY OF 95% FOR
COLLECTORS.
ALL STREETS MAINTAINED BY THE NCDOT MUST RECEIVE APPROVAL OF THE PAVEMENT DESIGN FROM
NCDOT PRIOR TO THE BEGINNING OF CONSTRUCTION. NORMAL CROWN FOR THE PAVEMENT SECTION
SHALL BE ¼”/FOOT, EXCEPT AS APPROVED FOR SUPERELEVATED CROSS[1]SECTIONS
SWALE 6, SEE DETAIL BELOW
NOT PART OF
THIS PHASE
SWALE 6, SEE DETAIL BELOW
NOT PART OF
THIS PHASE
SEE SHEET C4.6 FOR CONTINUATION
SE
E

S
H
E
E
T

C
4
.
2

F
O
R

C
O
N
T
I
N
U
A
T
I
O
N
SEE SHEET C4.4 FOR CONTINUATION
CAROLINA SPRINGS BLVD
270
275
280
285
290
295
300
305
310
315
320
325
330
335
270
275
280
285
290
295
300
305
310
315
320
325
330
335
9+50 10+00
30
8
.
2
8
31
1
.
5
1
10+50
30
2
.
4
0
31
1
.
0
1
11+00
30
4
.
2
2
31
0
.
5
4
11+50
30
3
.
6
3
31
0
.
4
3
12+00
29
8
.
8
0
31
0
.
7
4
12+50
29
7
.
6
9
31
1
.
2
4
13+00
30
3
.
1
0
31
1
.
7
4
13+50
30
7
.
7
2
31
2
.
2
4
14+00
30
8
.
8
8
31
2
.
7
4
14+50
30
8
.
1
8
31
3
.
2
4
15+00
31
0
.
9
0
31
3
.
7
4
15+50
31
4
.
6
2
31
4
.
7
2
16+00
31
8
.
2
7
31
4
.
7
8
16+50
32
1
.
5
2
31
5
.
4
0
17+00
32
1
.
6
7
31
6
.
0
3
17+50
32
1
.
3
2
31
6
.
6
5
18+00
32
1
.
0
4
31
7
.
2
8
18+50
32
1
.
2
8
31
7
.
8
8
19+00
32
1
.
1
9
31
8
.
2
3
19+50
32
0
.
6
5
31
8
.
2
9
20+00
32
0
.
6
9
31
8
.
0
5
20+50
32
2
.
0
5
31
7
.
5
1
21+00
32
4
.
4
8
31
6
.
6
8
21+50
32
4
.
8
0
31
5
.
5
5
22+00
32
3
.
2
7
31
4
.
1
3
22+50
32
1
.
8
0
31
2
.
4
1
23+00
32
1
.
7
0
31
0
.
4
0
0.19%
1.25%
1.10%
-1.00%
1.00%
LVC: 120.00'
AD: 2.00
K: 60.0
PVI EL: 310.12'
PVI STA: 11+38.41
LOW PT EL: 310.42'
LOW PT STA: 11+38.41
ST
A
:

1
0
+
7
8
.
4
1
EL
:

3
1
0
.
7
2
'
ST
A
:

1
1
+
9
8
.
4
1
EL
:

3
1
0
.
7
2
'
LVC: 465.00'
AD: -5.51
K: 84.5
PVI EL: 320.55'
PVI STA: 20+61.52
HIGH PT EL: 318.30'
HIGH PT STA: 19+34.58
ST
A
:

1
8
+
2
9
.
0
2
EL
:

3
1
7
.
6
4
'
ST
A
:

2
2
+
9
4
.
0
2
EL
:

3
1
0
.
6
5
'
PV
I

S
T
A
:

1
0
+
0
0
.
0
0
EL
:

3
1
1
.
5
1
'
PV
I

S
T
A
:

1
5
+
7
6
.
3
0
EL
:

3
1
5
.
0
0
'
PV
I

S
T
A
:

1
5
+
3
9
.
5
2
EL
:

3
1
4
.
1
3
'
18" RCP
CB

-

8
4
0
ST
A
:

1
7
+
3
0
.
2
0
,

2
7
.
4
5
'

L
CB

-

8
3
7
ST
A
:

1
7
+
3
0
.
6
4
,

2
7
.
4
9
'

R
15" R
C
P
CB

-

8
6
0
ST
A
:

2
2
+
3
9
.
0
5
,

2
7
.
1
6
'

R
CB

-

8
0
9
ST
A
:

1
6
+
0
0
.
6
9
,

3
9
.
6
1
'

R
30" RCP
CB

-

8
1
2
ST
A
:

1
5
+
9
7
.
9
7
,

4
1
.
6
5
'

L
CB

-

8
3
8
ST
A
:

2
0
+
9
1
.
8
6
,

2
7
.
1
4
'

R
CB

-

8
3
9
ST
A
:

2
0
+
8
8
.
4
2
,

2
7
.
5
6
'

L
CB

-

8
1
1
ST
A
:

1
6
+
6
2
.
3
4
,

2
1
.
8
9
'

L
CB

-

8
1
0
ST
A
:

1
6
+
6
1
.
3
3
,

2
1
.
8
6
'

R
30" RCP
CB

-

1
2
0
6
ST
A
:

1
0
+
0
3
.
0
7
,

1
9
.
3
6
'

R
CB

-

1
2
2
2
ST
A
:

1
3
+
5
6
.
0
1
,

1
5
.
3
1
'

L
CB

-

1
2
2
8
ST
A
:

1
3
+
3
3
.
5
7
,

1
4
.
3
6
'

R
CB

-

1
2
0
7
ST
A
:

1
2
+
1
5
.
6
3
,

1
3
.
3
1
'

R
48" RCP
CB

-

1
2
0
6
A
ST
A
:

1
0
+
0
3
.
8
9
,

1
3
.
4
8
'

L
15" RCP
MH

2
1
8
ST
A
:

2
8
+
1
9
.
9
4
,
RI
M
:

3
1
3
.
9
6
IN
V
.

O
U
T
:

3
0
1
.
9
2

(
M
H

2
1
7
)
IN
V
.

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N
:

3
0
2
.
1
2

(
M
H

2
1
9
)
IN
V
.

I
N
:

3
0
2
.
1
2

(
M
H

3
3
6
)
0.
3
1
'

R
-

4
'

D
I
A
.
MH

2
1
7
ST
A
:

1
6
+
1
7
.
2
9
,
RI
M
:

3
1
4
.
7
9
IN
V
.

O
U
T
:

3
0
1
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4
1

(
M
H

2
1
6
)
IN
V
.

I
N
:

3
0
1
.
6
1

(
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2
1
8
)
1.
4
5
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-

4
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D
I
A
.
174.63 LF 8" PVC @ 0.47%
MH

2
1
6
ST
A
:

1
7
+
9
1
.
9
1
,
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:

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0
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9

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:

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9

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1
7
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0.
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1
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-

4
'

D
I
A
.
387.07 LF 8" PVC @ 0.48%
MH

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:

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:

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.
105.72 LF 8" PVC @ 0.52%
MH

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3
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-

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D
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.
99.26 LF 8" PVC @ 0.48%
253.65 LF 8" PVC @ 0.49%
59.31'
8" DIP
@ 1.00%
MH

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:

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63.67 LF
8" PVC
@ 0.49%
47.92 LF
8" PVC
@ 0.48%
ØØØØØØØØØØØØØ
Ø Ø Ø Ø Ø
Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø
ØØØØØØØØØØØ
Ø Ø Ø Ø Ø Ø
Ø Ø Ø Ø Ø
ØØØØØØØØØØØØØ
2' MIN.
2' MIN.
2' MIN.
2' MIN.
CB

-

1
2
4
1
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A
:

1
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+
3
2
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6
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,

1
3
.
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CB

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2
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2
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48" RCP
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:

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2

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:

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:

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4
1.5'
MIN.
30" RCP
CB

-

1
2
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2
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A
:

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1
6
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4
5
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7
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:

3
1
4
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8
7
'
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:

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7
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4
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L
D

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A
D

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N
D

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ST
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:

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9
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5
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4
3

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1
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0
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A
:

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8
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8
8
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6
3

A
L
L
E
Y

1
6"x6" TEE WITH (3)
6" GATE VALVES
TEMPORARY
BLOW OFF
ASSEMBLY
6"x6"
CROSS
WITH (4)
6" GATE
VALVES
EXISTING GRADE
6" C900 PVC RECLAIM
WATERLINE
8" DIP WATER MAIN
3.5' SIGHT
ELEV.
3.5' SIGHT
ELEV.
3.5' SIGHT
ELEV.
3.5' SIGHT
ELEV.
3.5' SIGHT
ELEV.
2.0' MIN.
±STA. 15+55.88
END CONSTRUCTION
SECTIONS 1-5
2.0' MIN.
VERTICAL SIGHT
DISTANCE ( RT TURN)
REQUIRED =287'
8"x8" TEE WITH (3)
8" GATE VALVES
FIRE HYDRANT
ASSEMBLY
8"x8" CROSS
WITH (4) 8"
GATE VALVES
EXISTING GRADE
PROPOSED
GRADE
6" C900 PVC
RECLAIM
WATERLINE
8" DIP WATER MAIN
VERTICAL SIGHT
DISTANCE ( RT TURN)
REQUIRED =287'
3.5' SIGHT
ELEV.
VERTICAL SIGHT
DISTANCE ( LT TURN)
REQUIRED =331'
3.5' SIGHT
ELEV.
3.5' SIGHT
ELEV.
2.0' MIN.
FIRE HYDRANT
ASSEMBLY
PROPOSED GRADE
VERTICAL SIGHT
DISTANCE ( LT TURN)
REQUIRED =331'
6" C900 PVC RECLAIM
WATERLINE
2.0' MIN.
APPROXIMATE LOCATION OF EXISTING TEL UTILITY.
CONTRACTOR TO FIELD VERIFY AND RELOCATE
WITH EQUAL COVER BELOW PROPOSED GRADE
TEMPORARY
6" GV
2" BOA
TEMPORARY
8" GV
2" BOA
TEMPORARY
6" GV
2" BOA
TEMPORARY
8" GV
2" BOA
31
0
.
5
0
30
5
.
2
7
31
0
.
4
8
30
4
.
6
8
30
4
.
4
8
31
2
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9
5
30
3
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3
4
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3
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3
4
30
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1
4
31
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0
30
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6
9
30
2
.
4
9
31
4
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0
9
30
2
.
2
8
30
2
.
2
8
30
2
.
0
8
31
5
.
0
0
30
1
.
7
9
30
1
.
5
9
31
7
.
2
0
30
0
.
8
0
30
0
.
6
0
31
4
.
7
3
29
8
.
8
6
29
8
.
6
6
31
0
.
9
5
29
8
.
1
8
39
7
.
9
8
59.31'
8" DIP
@1.00%
253.92 LF 8" PVC @ 0.45%
98.47 LF 8" PVC @ 0.45%
176.41 LF 8" PVC @ 0.45%
386.16 LF 8" PVC @ 0.45%
106.17 LF 8" PVC @ 0.45%
47.96 LF
8" PVC
@0.45%
62.95 LF
8" PVC
@0.45%
T
T
T
T
T
T
T
128123117
188 187189
204
190193194195196191
198202
215
214
213
212
211
210
109
111
112
113
114
110
387
203
197 192
186
185
142
141
140
139
138137136135134132133130129127126125124119118116
143
120 121 122
131
390392393395396
OPEN SPACE
243
244
201 200 199
385389
394
401 400 399 398
115
206208207 205209
397402
391 388 386
SS
SSSSSSSSSSSS
SS
SS
SSSS
TOP OF BANK PROJECT
LIMITS
PDE
PDE
PROPOSED
LIGHT POLE
(TYP)
PROPOSED 8" DIP
WATER LINE (TYP)
PROPOSED 6" C900 PVC
RECLAIMED WATER LINE
(TYP)
(1) 2" BOA
(1) 8" GV
(1) 2" BOA
(1) 6" GV
SSSSSSSS
SS
SS
SS
MH 218
SS
SS
10+00
11+00 12+00
13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00
23+
0
0
BP: 10+00.00
PI: 15+59.52
PC
:

2
1
+
7
6
.
0
8
RE
T
A
I
N
I
N
G

W
A
L
L

#
6
WI
T
H

S
A
F
E
T
Y

R
A
I
L
I
N
G
S
10
'

R
E
T
A
I
N
I
N
G
WA
L
L

E
A
S
E
M
E
N
T
JB - 2051
MH 220
MH 219
MH 217CB - 1206
CB - 1207
CB - 1208
CB - 1209
CB - 1226
CB - 1232A
CB - 1232
DI - 1232A
CB - 1231
CB - 1228A
CB - 1228
CB - 1222
CB - 1229A
CB - 1218
CB - 1219
FES - 1205
CB - 1206A
CB - 1204
CB - 1202
CB - 1201
DI - 1250
CB - 1243 CB - 1237
CB - 1241 CB - 1242
CB - 1230
R
R R R
R R R R R R R R R R R R R R R R R R R
R
R
R
W W W W W W W W W W W W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
WWWWWWWWWW
W
W
W
R
R
R
R
R
R
R
R
R
R
R
R R R R R R R R R R R R R R
MH 216
MH 214
MH 213
MH 374
MH 227A
CB - 807
CB - 841
CB - 808
CB - 835
CB - 814
CB - 832
CB - 840
CB - 837
CB - 838 CB - 860
CB - 833
CB - 807
CB - 808
CB - 809
CB - 812
CB - 810
CB - 811
CB - 816
CB - 840
CB - 839
CB - 864
CB - 842
CB - 861
CB - 813
CB - 925
CB - 927
SECTION 4
SECTION 2
SE
C
T
I
O
N

2
SE
C
T
I
O
N

3
SE
C
T
I
O
N

1
B
SE
C
T
I
O
N

4
SECTION 2
SECTION 1B
SECTION 5
SECTION 3
SE
C
T
I
O
N

1
B
Revisions
K:
\
1
9
\
1
9
-
0
3
7
0
\
1
9
0
3
7
2
.
2
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a
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s

1
-
5
\
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2
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6
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1
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C
6
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1
4

P
L
A
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A
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2
3

8
:
2
7
:
0
5

A
M
-

SM
I
T
H
,

A
L
L
I
S
O
N
Sheet No.
Designer
Drawn By
Date
Job No.
Wi
t
h
e
r
s
R
a
v
e
n
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l
11
5

M
a
c
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3
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s
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D
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S
CA
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I
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A

S
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A
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1

S
E
C
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I
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2
HO
L
L
Y

S
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A
02190372.20
08/28/23
WR
WR
1 inch = 50 ft.
50
GRAPHIC SCALE
0 25 50 100
SCALE:
1" = 50' HORIZ.
1" = 5' VERT.
CAROLINA SPRINGS BOULEVARD
(82' PUBLIC ROW)
AL
L
E
Y

2
(2
5
'

A
C
C
E
S
S

E
A
S
E
M
E
N
T
)
ALLEY 1
(25' ACCESS EASEMENT)
LE
L
A
N
D

C
R
E
S
T

D
R
I
V
E
(8
2
'

P
U
B
L
I
C

R
O
W
)
CA
R
O
L
I
N
A

S
P
R
I
N
G
S

B
L
V
D
PL
A
N

A
N
D

P
R
O
F
I
L
E
C6.1
SE
E

S
H
E
E
T

C
6
.
2

F
O
R

C
O
N
T
I
N
U
A
T
I
O
N
ALLEY 1
(25' ACCESS EASEMENT)
ALLEY 3
(25' ACCESS EASEMENT)
AL
L
E
Y

4
(2
5
'

A
C
C
E
S
S

E
A
S
E
M
E
N
T
)
ST
R
E
E
T

G
(5
5
'

P
U
B
L
I
C

R
O
W
)
ST
R
E
E
T

L
(5
5
'

P
U
B
L
I
C

R
O
W
)
NOT PART OF
THIS PHASE
NOT PART OF
THIS PHASE
5. IN STREETS AND UTILITIES LOCATED IN THE TRIASSIC BASIN AS SHOWN IN TOHS DETAIL HS356
(WHERE TRIASSIC SOILS ON COMPRESSIBLE MINIATURE TRIASSIC SEDIMENTARY ROCK-LIKE MATERIAL
EXISTS) THERE WILL BE CERTAIN SPECIAL CRITERIA REQUIRED FOR ROADWAY CONSTRUCTION.
THE FOLLOWING MINIMUMS WILL BE REQUIRED OF DEVELOPERS:
1.PRE-QUALIFIED GEO-TECHNICAL FIRM APPROVED BY THE TOWN MUST BE ON SITE FULL TIME
WHILE THE UTILITIES AND ROADWAYS ARE BEING CONSTRUCTED.
2.DOCUMENTATION OF MOISTURE CONTENT, COMPACTION, DENSITY, GEOGRID DESIGN CRITERIA,
ETC. MUST BE PROVIDED TO TOWN INSPECTOR.
3.ALL ROADWAYS WILL HAVE TO BE PROOF-ROLLED AT BOTH SUB GRADE AND STONE GRADE BY
TOWN INSPECTOR AS WELL.
4.THE STANDARD ROADWAY CROSS-SECTION WILL BE WOVEN GEO-FABRIC DESIGN CRITERIA HP 270
OR EQUAL ON ENTIRE ROAD (AND MUST BE APPROVED BY THE TOWN OF HOLLY SPRINGS), 7” ABC
STONE, WITH ASPHALT COMPLETED IN STAGED CONSTRUCTION OF 2.5” I-19 ASPHALT AND 1.5”
S9.5C IN STAGE ONE AND 1.5” S9.5C FINAL OVERLAY INITIAL ONE-YEAR WARRANTY WITH AN
ADDITIONAL YEAR EXTENSION STARTING AFTER FINAL OVERLAY SHALL BE REQUIRED FOR
ROADWAYS. FOR THE EXTENDED WARRANTY PERIOD, IT WILL BE REQUIRED TO POST A BOND, LOC,
OR CASH FOR 50% OF ACTUAL COST OF ROADWAY (STORM DRAINAGE, CURB & GUTTER,
SIDEWALK AND PAVEMENT).
5.WHERE MANHOLES ARE LOCATED IN STREETS IT WILL BE REQUIRED TO HAVE SUITABLE OFF-SITE
STRUCTURAL MATERIAL OR ABC STONE TO BACKFILL AROUND EXCAVATION OF MANHOLES UP TO
SUBGRADE.
6.AN ADDITIONAL FOOT OF STONE WILL BE REQUIRED 10' EITHER SIDE OF MANHOLE FOR ENTIRE
WIDTH OF ROADWAY.
ADDITIONAL MEASURES MAY BE DEEMED NECESSARY BY THE TOWN PENDING SEVERITY OF THE SOILS.
THE PAVEMENT THICKNESS OF ANY STREET SHALL, AT A MINIMUM, EQUAL THE DESIGN SHOWN IN THE
STANDARD DETAILS SECTION OF THESE STANDARDS FOR THE VARIOUS STREET WIDTHS.
APPROVED PAVEMENT DESIGN METHODS INCLUDE THOSE AS PROPOSED BY NCDOT, THE 1986 AASHTO
GUIDELINES AND THE 1981 ASPHALT INSTITUTE MS 1 DOCUMENT.
THE AASHTO METHOD WILL REQUIRE USE OF A TERMINAL SERVICEABILITY INDEX OF 2.0 FOR
COLLECTORS AND 2.5 FOR THOROUGHFARES, SO = 0.49 FOR FLEXIBLE PAVEMENT AND SO = 0.39 FOR
RIGID PAVEMENTS, AND A RELIABILITY OF 98% FOR THOROUGHFARES AND A RELIABILITY OF 95% FOR
COLLECTORS.
ALL STREETS MAINTAINED BY THE NCDOT MUST RECEIVE APPROVAL OF THE PAVEMENT DESIGN FROM
NCDOT PRIOR TO THE BEGINNING OF CONSTRUCTION. NORMAL CROWN FOR THE PAVEMENT SECTION
SHALL BE ¼”/FOOT, EXCEPT AS APPROVED FOR SUPERELEVATED CROSS[1]SECTIONS
RECORD DRAWING NOTES:
1.THIS RECORD DRAWING SET OF PLANS IS BASED ON FIELD SURVEY PREPARED BY
WITHERSRAVENEL. INFORMATION SHOWN HEREON IS COMPRISED OF EXISTING AND
PROPOSED CONDITIONS AS ORIGINALLY APPROVED BY THE TOWN OF HOLLY SPRINGS UNLESS
OTHERWISE NOTED.
2.THE SANITARY SEWER AND STORM SEWER ASSOCIATED WITH CAROLINA SPRINGS PHASE 1,
SECTION 2 HAVE BEEN PHYSICALLY SURVEYED AND THIS PLAN REPRESENTS, TO THE BEST OF
OUR KNOWLEDGE, THE HORIZONTAL AND VERTICAL LOCATIONS OF THESE UTILITIES.
3.THE WATERLINE INFORMATION SHOWN ON THESE PLANS IS FROM PERIODIC INSPECTIONS
CONDUCTED THROUGHOUT THE CONSTRUCTION PHASE OF THE PROJECT. WITHERSRAVENEL
MAKES NO GUARANTEE OF THE SURVEYED ACCURACY OF THE WATERLINE SHOWN.
4.WITHERSRAVENEL IS NOT HELD RESPONSIBLE FOR INACCURACIES IN PLANS DUE TO SKETCHES
OR OTHER INFORMATION RECEIVED FROM CONTRACTOR(S) THAT DO NOT ACCURATELY
REFLECT FINISHED CONSTRUCTION FIELD CONDITIONS.
I certify that these as-builts are accurate and that each of the items listed on the Town’s “As-Built
Checklist” as contained in the Town of Holly Springs Engineering Design and Construction
Standards is provided on this set of as-built drawings (26 total sheets in this set). I certify that
all of the information provided is field-verified as-built information.
(Seal) ________________________________ ___________________
Signature Registered Land Surveyor Date
(Seal) ________________________________ ___________________
Signature by Professional Engineer Date
_____________________________________ ______________
Acceptance by Construction Inspector Date
N O R T H C A RO
LI
N
A
C
U
R
TIS M . B L A Z IE R
PR O F E SSIO
N
A
L
E
NGI N E E R
SEAL
033840
N O R T H C A RO
L
I
N
A
B
E
N
J
A
MIN E . D A Y T ON
PR O F E SSIO
N
A
L
L
A
N
D SU R V E YORSEAL
L-4390
CAROLINA SPRINGS BLVD
270
275
280
285
290
295
300
305
310
315
320
325
330
335
Ø
Ø
Ø
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2' MIN.
2' MIN.
2' MIN.
2' MIN.
1.5'
MIN.
22+00
32
3
.
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7
31
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3
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FIRE HYDRANT
ASSEMBLY
12"x12" CROSS WITH
(2) 12" GATE VALVES,
(2) 12"x8" REDUCERS,
AND (2) 8" GATE
VALVES
6"x6" CROSS WITH (4)
6" GATE VALVES
TEMPORARY
BLOW OFF
ASSEMBLY
EXISTING GRADE
PROPOSED GRADE
3.5' SIGHT
ELEV.
3.5' SIGHT
ELEV.
3.5' SIGHT
ELEV.
VERTICAL SIGHT
DISTANCE ( LT TURN)
REQUIRED =331'
VERTICAL SIGHT
DISTANCE ( RT TURN)
REQUIRED =287'
12" DIP WATER MAIN
6" C900 PVC
RECLAIM
WATERLINE
8" DIP
WATER
MAIN
PROPOSED
GRADE
±STA. 22+77
END CONSTRUCTION
SECTIONS 1-5
FOR CONTINUATION SEE CAROLINA SPRINGS
BRIDGE AND BOARDWALK PLANS
BY WITHERSRAVENEL
31
0
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9
5
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29
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W W
R R
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169
171
150 151 152145146 154147
181182183 177178179180 172173174175176184
188
187
189
190
166
267
191
268
269
186
185
155153149148144142141140
139
138
137
136
135
134
132
133
143
170
168
167
161
164
163
165
162
SS
SS
SS
SS
SS
SS
SSSSSSSSSSSS
SS
SS
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21+00
22+00
23+00
15+00
16+00
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(1) 2
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(1) 8
"

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V
(1) 2
"

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(1) 6
"

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T
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P
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P
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E
D

1
2
"

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6
"

P
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A
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W
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PROP
O
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E
D

6
"
C900
P
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RECL
A
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E
D
WATE
R

L
I
N
E

(
T
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P
)
10+0011+0012+0013+0014+0014+58.88
21+0
0
22+00
23+00 24+00 25+00 26+00 27+00 28+00
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FHA
(TYP)
ALLEY 7
(VARIABLE WIDTH ACCESS EASEMENT)
CAROLINA SPRINGS BOULEVARD
(82' PUBLIC ROW)
ST
R
E
E
T

C
(5
5
'

P
U
B
L
I
C

R
O
W
)
ALLEY 3
(25' ACCESS EASEMENT)
CARO
L
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A

S
P
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S

B
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A
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R R R R R R R R R R R R R R R R R
W
W
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R
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W W W W
W
W
W
WWWWWWWWW
W
W
W
W
R
R
R
R
R
W
MH 214
MH 213
MH 87A
MH 87MH 87
CB - 838
CB - 860
CB - 872CB - 857
CB - 874
CB - 855
CB - 839
CB - 864
CB - 859
DI - 856
CB - 855
CB - 857
CB - 870
CB - 871
CB - 878
CB - 861
CB - 862 CB - 863
CB - 873
CB - 918
CB - 916 CB - 910
CB - 911
CB - 925
CB - 912 DI - 914
CB - 917
CB - 927 CB - 913
SECTION 2
SECTION 4
SECT
I
O
N

4
SECT
I
O
N

2
SECTION 2
SECTION 4
SECTION 2
SECTION 1A
Revisions
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Sheet No.
Designer
Drawn By
Date
Job No.
Wi
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02190372.20
08/28/23
WR
WR
1 inch = 50 ft.
50
GRAPHIC SCALE
0 25 50 100
SCALE:
1" = 50' HORIZ.
1" = 5' VERT.
CA
R
O
L
I
N
A

S
P
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S

B
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PL
A
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C6.2
NOTES:
1.ALL WATER MAINS SHALL BE INSTALLED WITH A
MINIMUM COVER OF 3 FEET AND MAXIMUM OF 6 FEET
MEASURED FROM THE TOP OF THE PIPE TO THE
FINISHED SUBGRADE OF THE ROADWAY (OR AS
OTHERWISE DIRECTED BY DIRECTOR OF ENGINEERING).
2.SEWER MAINS FROM 14 TO 20 FEET DEEP SHALL
REQUIRE SPECIAL BEDDING IN ACCORDANCE WITH THE
STANDARD DETAILS SECTION OF THESE STANDARDS.
3.SEWER MAINS DEEPER THAN 20' ARE REQUIRED TO BE
DIP, WITH 401 PROTECTANT, AND HAVE 5' MANHOLES.
4.ALL CARRIER WATERLINE PIPE INSIDE CASING TO BE
RESTRAINED JOINT.
5.TEMPORARY BLOW-OFF ASSEMBLIES AND ASSOCIATED
GATE VALVES ARE FOR PHASING PURPOSES ONLY, AND
SHALL BE REMOVED WHEN MAINS ARE EXTENDED INTO
THE NEXT PHASE OF CONSTRUCTION.
SE
E

S
H
E
E
T

C
6
.
1

F
O
R

C
O
N
T
I
N
U
A
T
I
O
N
I certify that these as-builts are accurate and that each of the items listed on the Town’s “As-Built
Checklist” as contained in the Town of Holly Springs Engineering Design and Construction
Standards is provided on this set of as-built drawings (26 Total sheets in this set). I certify that
all of the information provided is field-verified as-built information.
(Seal) ________________________________ ___________________
Signature Registered Land Surveyor Date
(Seal) ________________________________ ___________________
Signature by Professional Engineer Date
_____________________________________ ______________
Acceptance by Construction Inspector Date
N O R T H C A RO
L
I
N
A
C
U
R
TIS M . B L A Z I E R
PR O F E S SIO
N
A
L
E
NGI N E E R
SEAL
033840
N O R T H C A RO
L
I
N
A
B
E
N
J
A
MIN E . D A Y T ON
PR O F E SSIO
N
A
L
L
A
N
D SU R V E Y OR
SEAL
L-4390
5. IN STREETS AND UTILITIES LOCATED IN THE TRIASSIC BASIN AS SHOWN IN TOHS DETAIL HS356
(WHERE TRIASSIC SOILS ON COMPRESSIBLE MINIATURE TRIASSIC SEDIMENTARY ROCK-LIKE MATERIAL
EXISTS) THERE WILL BE CERTAIN SPECIAL CRITERIA REQUIRED FOR ROADWAY CONSTRUCTION.
THE FOLLOWING MINIMUMS WILL BE REQUIRED OF DEVELOPERS:
1.PRE-QUALIFIED GEO-TECHNICAL FIRM APPROVED BY THE TOWN MUST BE ON SITE FULL TIME
WHILE THE UTILITIES AND ROADWAYS ARE BEING CONSTRUCTED.
2.DOCUMENTATION OF MOISTURE CONTENT, COMPACTION, DENSITY, GEOGRID DESIGN CRITERIA,
ETC. MUST BE PROVIDED TO TOWN INSPECTOR.
3.ALL ROADWAYS WILL HAVE TO BE PROOF-ROLLED AT BOTH SUB GRADE AND STONE GRADE BY
TOWN INSPECTOR AS WELL.
4.THE STANDARD ROADWAY CROSS-SECTION WILL BE WOVEN GEO-FABRIC DESIGN CRITERIA HP 270
OR EQUAL ON ENTIRE ROAD (AND MUST BE APPROVED BY THE TOWN OF HOLLY SPRINGS), 7” ABC
STONE, WITH ASPHALT COMPLETED IN STAGED CONSTRUCTION OF 2.5” I-19 ASPHALT AND 1.5”
S9.5C IN STAGE ONE AND 1.5” S9.5C FINAL OVERLAY INITIAL ONE-YEAR WARRANTY WITH AN
ADDITIONAL YEAR EXTENSION STARTING AFTER FINAL OVERLAY SHALL BE REQUIRED FOR
ROADWAYS. FOR THE EXTENDED WARRANTY PERIOD, IT WILL BE REQUIRED TO POST A BOND, LOC,
OR CASH FOR 50% OF ACTUAL COST OF ROADWAY (STORM DRAINAGE, CURB & GUTTER,
SIDEWALK AND PAVEMENT).
5.WHERE MANHOLES ARE LOCATED IN STREETS IT WILL BE REQUIRED TO HAVE SUITABLE OFF-SITE
STRUCTURAL MATERIAL OR ABC STONE TO BACKFILL AROUND EXCAVATION OF MANHOLES UP TO
SUBGRADE.
6.AN ADDITIONAL FOOT OF STONE WILL BE REQUIRED 10' EITHER SIDE OF MANHOLE FOR ENTIRE
WIDTH OF ROADWAY.
ADDITIONAL MEASURES MAY BE DEEMED NECESSARY BY THE TOWN PENDING SEVERITY OF THE SOILS.
THE PAVEMENT THICKNESS OF ANY STREET SHALL, AT A MINIMUM, EQUAL THE DESIGN SHOWN IN THE
STANDARD DETAILS SECTION OF THESE STANDARDS FOR THE VARIOUS STREET WIDTHS.
APPROVED PAVEMENT DESIGN METHODS INCLUDE THOSE AS PROPOSED BY NCDOT, THE 1986 AASHTO
GUIDELINES AND THE 1981 ASPHALT INSTITUTE MS 1 DOCUMENT.
THE AASHTO METHOD WILL REQUIRE USE OF A TERMINAL SERVICEABILITY INDEX OF 2.0 FOR
COLLECTORS AND 2.5 FOR THOROUGHFARES, SO = 0.49 FOR FLEXIBLE PAVEMENT AND SO = 0.39 FOR
RIGID PAVEMENTS, AND A RELIABILITY OF 98% FOR THOROUGHFARES AND A RELIABILITY OF 95% FOR
COLLECTORS.
ALL STREETS MAINTAINED BY THE NCDOT MUST RECEIVE APPROVAL OF THE PAVEMENT DESIGN FROM
NCDOT PRIOR TO THE BEGINNING OF CONSTRUCTION. NORMAL CROWN FOR THE PAVEMENT SECTION
SHALL BE ¼”/FOOT, EXCEPT AS APPROVED FOR SUPERELEVATED CROSS[1]SECTIONS
RECORD DRAWING NOTES:
1.THIS RECORD DRAWING SET OF PLANS IS BASED ON FIELD SURVEY PREPARED BY
WITHERSRAVENEL. INFORMATION SHOWN HEREON IS COMPRISED OF EXISTING AND
PROPOSED CONDITIONS AS ORIGINALLY APPROVED BY THE TOWN OF HOLLY SPRINGS UNLESS
OTHERWISE NOTED.
2.THE SANITARY SEWER AND STORM SEWER ASSOCIATED WITH CAROLINA SPRINGS PHASE 1,
SECTION 2 HAVE BEEN PHYSICALLY SURVEYED AND THIS PLAN REPRESENTS, TO THE BEST OF
OUR KNOWLEDGE, THE HORIZONTAL AND VERTICAL LOCATIONS OF THESE UTILITIES.
3.THE WATERLINE INFORMATION SHOWN ON THESE PLANS IS FROM PERIODIC INSPECTIONS
CONDUCTED THROUGHOUT THE CONSTRUCTION PHASE OF THE PROJECT. WITHERSRAVENEL
MAKES NO GUARANTEE OF THE SURVEYED ACCURACY OF THE WATERLINE SHOWN.
4.WITHERSRAVENEL IS NOT HELD RESPONSIBLE FOR INACCURACIES IN PLANS DUE TO SKETCHES
OR OTHER INFORMATION RECEIVED FROM CONTRACTOR(S) THAT DO NOT ACCURATELY
REFLECT FINISHED CONSTRUCTION FIELD CONDITIONS.
DocuSign Envelope ID: FF1786C6-82CB-4C1A-BF3D-B6E03852A677
12/7/2023
12/6/2023
WOODFIELD DEAD END RD.
290
295
300
305
310
315
320
325
330
335
340
290
295
300
305
310
315
320
325
330
335
340
24+71
31
8
.
4
9
31
7
.
5
7
25+00
31
8
.
5
0
31
7
.
2
8
25+50
31
8
.
5
9
31
6
.
7
8
26+00
31
8
.
9
3
31
6
.
2
8
26+50
31
8
.
3
9
31
5
.
7
8
27+00
31
6
.
8
5
31
5
.
2
7
27+50
31
6
.
3
2
31
4
.
7
7
28+00
31
5
.
5
4
31
4
.
7
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31
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31
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31
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31
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31
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31
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6
31
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31
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31
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31
6
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31
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.
8
8
32+00
31
7
.
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31
7
.
6
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32+50
31
9
.
3
8
33+00
CB

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:

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:

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0
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L
97.83'
8
"

P
V
C
@ 4.25%
(
4
'

D
I
A
)
MH

2
2
9
ST
A
:

3
1
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0
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M
:

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.

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:

3
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8
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5
3
(
M
H

2
3
0
)
(
M
H

3
3
6
)
67.92' 8" P
V
C
@ 2.47%
(
4
'

D
I
A
)
MH

2
3
0
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A
:

3
2
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8
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:

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.

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T
:

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2
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MH

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:

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8
+
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9
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4
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M
:

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)
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6
)
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)
CB

-

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A
:

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1
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A
:

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9
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1
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9
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3
8
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CB

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A
:

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1
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4
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A
:

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:

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A
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A
L
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3
Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø ØØØØØØØØ
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Ø Ø Ø Ø Ø Ø Ø
CB

-

8
0
9
ST
A
:

1
6
+
0
0
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6
9
,

3
9
.
6
1
'

R
36" RCP
CB

-

8
1
2
ST
A
:

1
5
+
9
7
.
9
7
,

4
1
.
6
5
'

L
30" RCP
MH

3
3
6
ST
A
:

3
0
+
6
2
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3
9
,
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M
:

3
1
5
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5
2
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.

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2
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)
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:

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0
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7
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)
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:

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)
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:

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(
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)
1.
2
3
'

R
-

4
'

D
I
A
.
242.46' 8" PVC @ 0.60%
1.56%
-2.08%
-0.98%
2.08%
-66.67%
66.04%
-1.06%
PV
I

S
T
A
:

3
2
+
3
4
.
2
6
EL
:

3
1
8
.
2
0
'
PV
I

S
T
A
:

2
7
+
7
4
.
1
1
EL
:

3
1
4
.
5
3
'
LVC: 125.00'
AD: 2.54
K: 49.3
PVI EL: 313.17'
PVI STA: 29+12.64
LOW PT EL: 313.55'
LOW PT STA: 28+98.22
ST
A
:

2
8
+
5
0
.
1
4
EL
:

3
1
3
.
7
8
'
ST
A
:

2
9
+
7
5
.
1
4
EL
:

3
1
4
.
1
5
'
1.5'
MIN.1.5' MIN.
FIRE HYDRANT
ASSEMBLY
FIRE HYDRANT
ASSEMBLY
8"x8" CROSS
WITH (4) 8"
GATE VALVES
8"x8" CROSS WITH
(4) 8" GATE VALVES
BLOW OFF
ASSEMBLY
EXISTING
GRADE
8" DIP WATER MAIN
6" C900 PVC RECLAIM
WATERLINE
VERTICAL SIGHT
DISTANCE ( RT TURN)
REQUIRED =331'
ALLEY 3
VERTICAL SIGHT
DISTANCE ( LT TURN)
REQUIRED =419'
ALLEY 3
3.5' SIGHT
ELEV.
3.5' SIGHT
ELEV.
3.5' SIGHT
ELEV.
3.5' SIGHT
ELEV.3.5' SIGHT
ELEV.
VERTICAL SIGHT
DISTANCE ( LT TURN)
REQUIRED =331'
ALLEY 1
VERTICAL SIGHT
DISTANCE ( RT TURN)
REQUIRED =287'
ALLEY 1
VERTICAL SIGHT
DISTANCE ( LT TURN)
REQUIRED =331'
ALLEY 1
VERTICAL SIGHT
DISTANCE ( RT TURN)
REQUIRED =287'
ALLEY 1
VERTICAL SIGHT
DISTANCE ( LT TURN)
REQUIRED =331'
STREET D
VERTICAL SIGHT
DISTANCE ( LT TURN)
REQUIRED =331'
STREET D
VERTICAL SIGHT
DISTANCE ( RT TURN)
REQUIRED =287'
STREET D
3.5' SIGHT
ELEV.
2' MIN.
2' MIN.
2' MIN.
2' MIN.
6"x6" CROSS WITH
AND (4) 6" GATE
VALVES 6"x6" CROSS WITH
(4) 6" GATE VALVES
VERTICAL SIGHT
DISTANCE ( RT TURN)
REQUIRED =287'
STREET D
3.5' SIGHT
ELEV.
3.5' SIGHT
ELEV.
3.5'
SIGHT
ELEV.
3.5'
SIGHT
ELEV.
3.5'
SIGHT
ELEV.
6" C900 PVC
RECLAIM
WATERLINE
6" C900 PVC RECLAIM
WATERLINE
18" MIN. (8" DIP WATER)
2' MIN. (6" C900 RECLAIM)
CB

-

8
1
4
ST
A
:

2
9
+
0
2
.
0
8
,

2
2
.
5
2
'

R
24" RCP (CLASS IV)
TEMPORARY
6" GV
2" BOA
TEMPORARY
8" GV
2" BOA
TEMPORARY
6" GV
2" BOA
TEMPORARY
8" GV
2" BOA
31
4
.
0
9
241.15' 8" PVC @ 0.50%
30
2
.
2
8
30
2
.
2
8
30
2
.
0
8
31
5
.
4
9
30
3
.
6
8
30
3
.
6
8
30
4
.
4
8
30
3
.
4
8
31
7
.
0
3
30
8
.
7
0
30
8
.
5
0
31
8
.
0
8
31
0
.
3
3
98.41'
8
"

P
V
C

@

4
.
0
8
%
68.24' 8" P
V
C

@

2
.
3
9
%
P
I
N
:

0
7
3
0
6
4
4
7
0
8
T
T
T
T
T
T T T
T
T
T
T
T
T
T
T
123
117
204
375
383
382
379
251
252
254
202
422
425
426
423
424
215
214
221
213
101
220
212
219
211
218
210
217
216
378
377
412
413
414
419
418
417
416
102
103
104
105
106
107
108 109 111 112 113 114
110
387
421
384
245
247
248
249
203
119
118
116
415
420
120
121
122
250
253
246
390
392
393
OPEN SPACE
201
385
389
381
380
376
374
115
206
208
207
205
209
391
388
386
427
N
A
T
U
R
A
L
A
R
E
A
TP
TP
24+
0
0
25+0
0
26+00
27+00
28+00
29+00
30+00
31+00
32+00
33+00
PC
:

2
4
+
6
2
.
1
2
P
T
:

2
6
+
3
2
.
9
1
P
C
:

3
1
+
5
9
.
9
1
P
T
:

3
2
+
5
4
.
1
3
SS
SS
SS
S
S
S
S
S
S
P
R
I
V
A
T
E

1
0
'

A
S
P
H
A
L
T
M
U
L
T
I
-
U
S
E

T
R
A
I
L

(
T
Y
P
)
P
R
I
V
A
T
E

3
0
'
M
U
L
T
I
-
U
S
E
T
R
A
I
L
E
A
S
E
M
E
N
T
(
T
Y
P
)
WOODF
I
E
L
D

D
E
A
D

E
N
D

R
O
A
D

(
8
2
'

P
U
B
L
I
C

R
O
W
)
S
S
S
S
SS
SS
SS
SS
SS
SS
SS
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
MH 218
MH 230
MH 229
MH 336
SS
SS
SS
SS
PI: 15+59.52
MH 220
A
L
L
E
Y

3
(
2
5
'

A
C
C
E
S
S

E
A
S
E
M
E
N
T
)
ALLEY 4
(25' ACCESS EASEME
N
T
)
S
T
R
E
E
T

D
(
5
5
'

P
U
B
L
I
C

R
O
W
)
LELAND CREST DRIVE
(82' PUBLIC ROW)
C
A
R
O
L
I
N
A

S
P
R
I
N
G
S

B
O
U
L
E
V
A
R
D
(
8
2
'

P
U
B
L
I
C

R
O
W
)
STREET G
(55' PUBLIC ROW
)
A
L
L
E
Y

1
(
2
5
'

A
C
C
E
S
S

E
A
S
E
M
E
N
T
)
S
T
R
E
E
T

D
(
5
5
'

P
U
B
L
I
C

R
O
W
)
A
L
L
E
Y

1
(
2
5
'

A
C
C
E
S
S

E
A
S
E
M
E
N
T
)
A
L
L
E
Y

1
(
2
5
'

A
C
C
E
S
S

E
A
S
E
M
E
N
T
)
MH 219
MH 217
MH 233
CB - 1233
CB - 1208
CB - 1209A
CB - 1226
CB - 1232
CB - 1240
DI - 1232A
CB - 1231 CB - 1228A
CB - 1228
CB - 1225
CB - 1222
CB - 1229A
W
W
W
W
W
W
W
R
R
R
R
R
R
W
W
W
W
W
R
R
R
R
R
R
R
R
R
R
W
W
W
R
R
R
R
R
R
R
W
W
W
W W
W W W
W
W
W
W
W
WW
W
WW
W
W
W
W
W
W
W
W
W
R
RRRRRR
RR
RRR
RRRRRR
R
R
R
R
R
R
R
R
R
R
R
R
W W
R
R
R
CB - 851
CB - 844
CB - 807
CB - 841
CB - 808
CB - 817
CB - 835
CB - 815
CB - 814
CB - 832
CB - 840
CB - 837
CB - 833
CB - 821
DI - 822
CB - 831CB - 827
CB - 830
CB - 826
CB - 851
CB - 807
CB - 808
CB - 809
CB - 821
CB - 812
CB - 810
CB - 811
CB - 825
CB - 816
CB - 840
CB - 831CB - 827
DI - 822
CB - 826
CB - 830
CB - 842
JB - 805
CB - 813
SECTION 2
SECTION 5
SECTION 2
SECTION 3
SECTION 1B
SECTION 4
SECTION 2
S
E
C
T
I
O
N

2
S
E
C
T
I
O
N

1
B
SE
C
T
I
O
N

1
B
SE
C
T
I
O
N

3
S
E
C
T
I
O
N

5
S
E
C
T
I
O
N

3
SECTION 1B
FES-18
Revisions
K:
\
1
9
\
1
9
-
0
3
7
0
\
1
9
0
3
7
2
.
2
0
-
C
a
r
o
l
i
n
a

S
p
r
i
n
g
s

P
h
a
s
e
s

1
-
5
\
C
A
D
\
A
S
-
B
U
I
L
T
\
S
e
c
t
i
o
n

2
\
S
H
E
E
T
S
\
C
6
.
1
-
C
6
.
1
4

P
L
A
N

A
N
D

P
R
O
F
I
L
E
S
_
A
S
B

S
E
C
T
I
O
N

2
.
d
w
g
-
Fr
i
d
a
y
,

D
e
c
e
m
b
e
r

1
,

2
0
2
3

8
:
2
8
:
2
2

A
M
-

SM
I
T
H
,

A
L
L
I
S
O
N
Sheet No.
Designer
Drawn By
Date
Job No.
Wi
t
h
e
r
s
R
a
v
e
n
e
l
11
5

M
a
c
K
e
n
a
n

D
r
i
v
e

| C
a
r
y
,

N
C

2
7
5
1
1

| t
:

9
1
9
.
4
6
9
.
3
3
4
0

| l
i
c
e
n
s
e

#
:

F
-
1
4
7
9

| w
w
w
.
w
i
t
h
e
r
s
r
a
v
e
n
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l
.
c
o
m
$n
g
i
n
e
e
r
s

[ /
K
a
n
n
e
r
s

[ S
T
r
v
e
y
o
r
s
R
E
C
O
R
D

D
R
A
W
I
N
G
S
CA
R
O
L
I
N
A

S
P
R
I
N
G
S
P
H
A
S
E

1

S
E
C
T
I
O
N

2
HO
L
L
Y

S
P
R
I
N
G
S
,

N
O
R
T
H

C
A
R
O
L
I
N
A
02190372.20
08/28/23
WR
WR
1 inch = 50 ft.
50
GRAPHIC SCALE
0 25 50 100
SCALE:
1" = 50' HORIZ.
1" = 5' VERT.
LE
L
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D

C
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T

D
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E

P
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&
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C6.4
SE
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C
6
.
3

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N
I certify that these as-builts are accurate and that each of the items listed on the Town’s “As-Built
Checklist” as contained in the Town of Holly Springs Engineering Design and Construction
Standards is provided on this set of as-built drawings (26 total sheets in this set). I certify that
all of the information provided is field-verified as-built information.
(Seal) ________________________________ ___________________
Signature Registered Land Surveyor Date
(Seal) ________________________________ ___________________
Signature by Professional Engineer Date
_____________________________________ ______________
Acceptance by Construction Inspector Date
N O R T H C A RO
L
I
N
A
C
U
R
TIS M . B L A Z I E R
PR O F E S SIO
N
A
L
E
NGI N E E R
SEAL
033840
N O R T H C A RO
LI
N
A
B
E
N
J
A
MIN E . D A Y T ON
PR O F E SSIO
N
A
L
L
A
N
D
SU R V E Y O
R
SEAL
L-4390
RECORD DRAWING NOTES:
1.THIS RECORD DRAWING SET OF PLANS IS BASED ON FIELD SURVEY PREPARED BY
WITHERSRAVENEL. INFORMATION SHOWN HEREON IS COMPRISED OF EXISTING AND
PROPOSED CONDITIONS AS ORIGINALLY APPROVED BY THE TOWN OF HOLLY SPRINGS UNLESS
OTHERWISE NOTED.
2.THE SANITARY SEWER AND STORM SEWER ASSOCIATED WITH CAROLINA SPRINGS PHASE 1,
SECTION 2 HAVE BEEN PHYSICALLY SURVEYED AND THIS PLAN REPRESENTS, TO THE BEST OF
OUR KNOWLEDGE, THE HORIZONTAL AND VERTICAL LOCATIONS OF THESE UTILITIES.
3.THE WATERLINE INFORMATION SHOWN ON THESE PLANS IS FROM PERIODIC INSPECTIONS
CONDUCTED THROUGHOUT THE CONSTRUCTION PHASE OF THE PROJECT. WITHERSRAVENEL
MAKES NO GUARANTEE OF THE SURVEYED ACCURACY OF THE WATERLINE SHOWN.
4.WITHERSRAVENEL IS NOT HELD RESPONSIBLE FOR INACCURACIES IN PLANS DUE TO SKETCHES
OR OTHER INFORMATION RECEIVED FROM CONTRACTOR(S) THAT DO NOT ACCURATELY
REFLECT FINISHED CONSTRUCTION FIELD CONDITIONS.
5. IN STREETS AND UTILITIES LOCATED IN THE TRIASSIC BASIN AS SHOWN IN TOHS DETAIL HS356
(WHERE TRIASSIC SOILS ON COMPRESSIBLE MINIATURE TRIASSIC SEDIMENTARY ROCK-LIKE MATERIAL
EXISTS) THERE WILL BE CERTAIN SPECIAL CRITERIA REQUIRED FOR ROADWAY CONSTRUCTION.
THE FOLLOWING MINIMUMS WILL BE REQUIRED OF DEVELOPERS:
1.PRE-QUALIFIED GEO-TECHNICAL FIRM APPROVED BY THE TOWN MUST BE ON SITE FULL TIME
WHILE THE UTILITIES AND ROADWAYS ARE BEING CONSTRUCTED.
2.DOCUMENTATION OF MOISTURE CONTENT, COMPACTION, DENSITY, GEOGRID DESIGN CRITERIA,
ETC. MUST BE PROVIDED TO TOWN INSPECTOR.
3.ALL ROADWAYS WILL HAVE TO BE PROOF-ROLLED AT BOTH SUB GRADE AND STONE GRADE BY
TOWN INSPECTOR AS WELL.
4.THE STANDARD ROADWAY CROSS-SECTION WILL BE WOVEN GEO-FABRIC DESIGN CRITERIA HP 270
OR EQUAL ON ENTIRE ROAD (AND MUST BE APPROVED BY THE TOWN OF HOLLY SPRINGS), 7” ABC
STONE, WITH ASPHALT COMPLETED IN STAGED CONSTRUCTION OF 2.5” I-19 ASPHALT AND 1.5”
S9.5C IN STAGE ONE AND 1.5” S9.5C FINAL OVERLAY INITIAL ONE-YEAR WARRANTY WITH AN
ADDITIONAL YEAR EXTENSION STARTING AFTER FINAL OVERLAY SHALL BE REQUIRED FOR
ROADWAYS. FOR THE EXTENDED WARRANTY PERIOD, IT WILL BE REQUIRED TO POST A BOND, LOC,
OR CASH FOR 50% OF ACTUAL COST OF ROADWAY (STORM DRAINAGE, CURB & GUTTER,
SIDEWALK AND PAVEMENT).
5.WHERE MANHOLES ARE LOCATED IN STREETS IT WILL BE REQUIRED TO HAVE SUITABLE OFF-SITE
STRUCTURAL MATERIAL OR ABC STONE TO BACKFILL AROUND EXCAVATION OF MANHOLES UP TO
SUBGRADE.
6.AN ADDITIONAL FOOT OF STONE WILL BE REQUIRED 10' EITHER SIDE OF MANHOLE FOR ENTIRE
WIDTH OF ROADWAY.
ADDITIONAL MEASURES MAY BE DEEMED NECESSARY BY THE TOWN PENDING SEVERITY OF THE SOILS.
THE PAVEMENT THICKNESS OF ANY STREET SHALL, AT A MINIMUM, EQUAL THE DESIGN SHOWN IN THE
STANDARD DETAILS SECTION OF THESE STANDARDS FOR THE VARIOUS STREET WIDTHS.
APPROVED PAVEMENT DESIGN METHODS INCLUDE THOSE AS PROPOSED BY NCDOT, THE 1986 AASHTO
GUIDELINES AND THE 1981 ASPHALT INSTITUTE MS 1 DOCUMENT.
THE AASHTO METHOD WILL REQUIRE USE OF A TERMINAL SERVICEABILITY INDEX OF 2.0 FOR
COLLECTORS AND 2.5 FOR THOROUGHFARES, SO = 0.49 FOR FLEXIBLE PAVEMENT AND SO = 0.39 FOR
RIGID PAVEMENTS, AND A RELIABILITY OF 98% FOR THOROUGHFARES AND A RELIABILITY OF 95% FOR
COLLECTORS.
ALL STREETS MAINTAINED BY THE NCDOT MUST RECEIVE APPROVAL OF THE PAVEMENT DESIGN FROM
NCDOT PRIOR TO THE BEGINNING OF CONSTRUCTION. NORMAL CROWN FOR THE PAVEMENT SECTION
SHALL BE ¼”/FOOT, EXCEPT AS APPROVED FOR SUPERELEVATED CROSS[1]SECTIONS
LELAND CREST DRIVE
NOT PART OF
THIS PHASE
NOT PART OF
THIS PHASE
NOT PART OF
THIS PHASE
NOT PART OF
THIS PHASE
STREET C
265
270
275
280
285
290
295
300
305
310
315
320
265
270
275
280
285
290
295
300
305
310
315
320
24+50
29
9
.
2
4
30
1
.
9
0
25+00
30
1
.
4
2
30
2
.
9
0
25+50
30
4
.
0
8
30
3
.
9
0
26+00
30
6
.
5
0
30
4
.
9
0
26+50
30
6
.
3
7
30
5
.
9
0
27+00
30
6
.
3
0
30
6
.
5
6
27+50
30
4
.
4
4
30
5
.
6
8
28+00
30
1
.
5
1
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.
1
7
28+50
29
9
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8
30
2
.
6
7
29+00
29
7
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3
5
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1
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1
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29+50
29
6
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1
8
29
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6
7
30+00
29
3
.
7
5
29
8
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1
7
30+50
28
6
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7
7
29
6
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6
7
31+00
28
2
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2
29
5
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3
2
31+50
28
0
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4
1
29
4
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4
3
32+00
28
8
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9
0
29
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0
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32+50
29
4
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1
3
29
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33+00
29
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4
6
29
4
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4
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33+50
30
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6
7
29
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9
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4
29
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4
35+50
30
6
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6
29
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30
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29
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2
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36+50
30
9
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6
4
29
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5
7
37+00
30
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6
3
29
5
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5
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37+50
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1
6
29
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3
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192.79' 8" PVC @ 0.50%
166.12' 8" PVC @ 0.48%
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2.00%
1.00%
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%
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-2.00%
2.08%
2.01%
PV
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2
9
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5
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'
LVC: 75.00'
AD: -3.01
K: 24.9
PVI EL: 297.57'
PVI STA: 37+99.83
HIGH PT EL: 297.32'
HIGH PT STA: 38+12.38
ST
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:

3
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3
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2
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3
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2
9
7
.
1
9
'
DESIGN SPEED: 30 MPH
LVC: 75.00'
AD: -5.00
K: 15.0
PVI EL: 307.01'
PVI STA: 27+05.60
HIGH PT EL: 306.56'
HIGH PT STA: 26+98.08
ST
A
:

2
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6
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1
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3
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3
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8
8
'
DESIGN SPEED: 30 MPH
LVC: 75.00'
AD: -3.00
K: 25.0
PVI EL: 296.39'
PVI STA: 34+89.86
HIGH PT EL: 296.14'
HIGH PT STA: 34+77.40
ST
A
:

3
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2
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5
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'
DESIGN SPEED: 30 MPH
LVC: 215.00'
AD: 4.01
K: 53.7
PVI EL: 293.15'
PVI STA: 31+66.90
LOW PT EL: 293.96'
LOW PT STA: 32+20.59
ST
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:

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106.71' 8" P
V
C
@ 2.03%
102.03' 8" P
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C
@ 2.08%
(
4
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1.5'
MIN.
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1.5' MIN.
36" RCP
15" RCP
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4
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1
5
.
4
6
'

R
EXISTING GRADE
PROPOSED GRADE
6"x6" TEE WITH (3)
6" GATE VALVES
FIRE HYDRANT
ASSEMBLY
FIRE HYDRANT
ASSEMBLY
12"x12" WITH (2) 12" GATE
VALVES, (2) 12"x8"
REDUCERS, AND (2) 8"
GATE VALVES6"x6"x6"x6" CROSS WITH
(4) 6" GATE VALVES
8" DIXIE GAS LINE
2' MIN.
12" DIP
WATER MAIN
6" C900 PVC RECLAIM
WATERLINE
2' MIN.
2' MIN.
2' MIN.
2' MIN.
2.0' MIN.
3' MIN.
50LF OF 24" DIA. STEEL CASING ON 12"
DIP WATER MAIN AND 12-3/4" DIA. STEEL
CASING ON 6" C900 PVC RECLAIM
WATER, INSTALLED BY OPEN CUT AND
PER GAS ENCROACHMENT
2' MIN.
2' MIN.
6"x6" TEE WITH (3)
6" GATE VALVES
12"x8" TEE
WITH (2) 12"
GATE VALVES
AND (1) 8"
GATE VALVE
12"x8" TEE WITH (2)
12" GATE VALVES
AND (1) 8" GATE
VALVE
6" C900 PVC RECLAIM
WATERLINE
6" C900 PVC RECLAIM
WATERLINE
CB

-

8
7
0
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A
:

3
5
+
1
6
.
0
9
,

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1
5
.
4
8

L
CB

-

8
7
1
ST
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:

3
5
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6
5
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1
5
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-
1
5
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5
1

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CB

-

8
7
4
ST
A
:

3
5
+
6
5
.
0
9
,

1
5
.
8
2

R
15" RCP
15" RCP
30"
R
C
P
18" RCP
ST
A
:

3
9
+
7
7
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5

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3

A
L
L
E
Y

1
12" DIP
WATER MAIN
8" DIP WATER
MAIN
12" DIP
WATER MAIN
TEMPORARY
6" GV
2" BOA
TEMPORARY
8" GV
2" BOA
30
2
.
1
6
'
30
4
.
2
1
'
30
6
.
3
5
'
29
9
.
3
3
'
29
4
.
1
0
'
29
5
.
9
8
'
29
4
.
5
7
29
7
.
3
1
'
29
6
.
6
9
'
29
2
.
1
5
'
29
1
.
9
5
'
29
4
.
3
9
'
29
4
.
1
9
'
29
6
.
5
1
'
28
3
.
5
0
'
28
2
.
5
0
'
27
5
.
9
5
'
27
5
.
7
6
'
27
7
.
0
1
'
27
6
.
8
1
'
101.97' 8" PV
C

@

2
.
0
0
%
106.03' 8" PV
C

@

2
.
0
0
%
190.00' 8" PVC @ 0.45%
27
8
.
7
6
27
7
.
9
6
27
7
.
7
6
27
9
.
0
3
27
8
.
8
3
27
9
.
5
8
27
9
.
3
8
166.12' 8" PVC @ 0.48%
192.79' 8" PVC @ 0.50%
78.70' 8" PVC @ 0.45%
169
171
150
151
152
145
146
154
147
181
182
183
177
178
179
180
172
173
174
175
176
184
272
288
273
274
166
278
279
280
281
282
275
276
284
285
286
287
18
19
20
22
23
46
45
271
185
155
153
149
148
144
283
277
317
318
319
320
321
322
323
324
325
21
24
25
26
27
170
168
167
302301300299
160
159
156
161
164
163
165
62
158
157
162
25+00
26+0
0
27+00
28+00
29+00
30+00
31+00
32+
0
0
3
3
+
0
0
3
4
+
0
0
35+0
0
36+0
0
37+0
0
38+
0
0
39+00
40+00
41+00
P
C
:

2
4
+
8
3
.
9
6
P
T
:

2
5
+
6
9
.
1
4
P
C
:

2
6
+
4
2
.
8
2
P
T
:

2
7
+
1
7
.
3
3
P
C
:

2
8
+
2
2
.
7
0
P
T
:

2
8
+
8
0
.
0
6
P
C
:

3
0
+
6
4
.
9
5
PT:
3
2
+
5
3
.
4
2
PC:

3
4
+
1
1
.
2
5
PT
:

3
4
+
8
8
.
2
4
PC
:

3
8
+
0
3
.
9
8
P
T
:

3
9
+
0
3
.
4
3
SS
SS
SS
S
S
S
S
S
S
SS
SS
SS
SS SS
SS
SS
S
S
S
S
S
S
S
S
SS
SS
SS
SS
SS
SS
SS
SS
SS
CB - 718
CB - 717
CB - 705
CB - 702
DI - 718A
CB - 706
CB - 704
CB - 703
CB - 714
FES - 701
SCM 7
CONSTRUCTED WETLANDS
P
D
E
P
D
E
5
0
'

D
I
X
I
E

P
I
P
E
L
I
N
E

C
O
M
P
A
N
Y

R
/
W
D
B

2
7
5
8
,

P
G
.

6
4
3
PROPOSED 6" C900 PVC
RECLAIMED WATER LINE (TYP)
(1) 12" CROSS
(2) 12" GV
(2)12" X 8" RED.
(2) 8" GV
(1) 6" CROSS
(4) 6" GV
(1) 12" X 8" TEE
12" GV & (1) 8" GV
(1) 6" TEE
(3) 6" GV
(1) 8" TEE
(3) 8" GV
(1) 6" TEE
(3) 6" GV
(1) 12"X8" TEE
(2) 12" GV
(1) 8" GV
1" WM
(TYP)
4" CO (TYP)
FHA
(TYP)
FHA (TYP)
LE (TYP)
LANDSCAPE
EASEMENT
(TYP)
SEWER LEG;
SEE C6.26 FOR PROFILE
SEWER LEG;
SEE C6.27 FOR PROFILE
30' HOLLY SPRINGS
CAPE FEAR BUFFER
CB - 717A
RISER 7
FES 8
FES 7 S
S
S
S
S
S
S
S
S
S
S
S
SS
SS
SS
60
"

R
C
P
2
4
+
0
0
2
5
+
0
0
2
6
+
0
0
2
7
+
0
0
23
+
0
0
24
+
0
0
25
+
0
0
26
+
0
0
27
+
0
0
28
+
0
0
PT:
2
3
+
2
1
.
6
0
2
2
+
0
0
2
3
+
0
0
2
3
+
7
1
.
6
2
EP: 23+71.62
POCKET
PARK 2
CB - 609A
CB - 609
DI - 627
DI - 619
PROPOSED 8" DIP
WATER LINE (TYP)
PROPOSED 6" C900 PVC
RECLAIMED WATER LINE (TYP)
PROPOSED 12" DIP
WATER LINE (TYP)
R
W
W
W
W
W
W
W
W
W
W
W
W
W
W
R
R
R
R
R
R
R
R
R
R
G
G
G
G
G
G
G
G
G
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
WWWWWWWWW
W
W
W
W
W
W
W
W
R
R
R
R
R
R
R
R
R
R
R
R
R
R
RR
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R R
R
R
R
R
R
R R R R
R
R
R
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
WW
W
W
W
W
W
W
W
W
W
W
W
W
W
W
RRRRRRRRRR
R
R
R
R
R
R
W
MH 213
MH 200
MH 89MH 89
MH 87A
MH 92
MH 87MH 87
MH 86
MH 85AMH 85
MH 82MH 82
MH 84MH 84
MH 90
MH 360
MH 361
MH 362
MH 332
CB - 854
CB - 872
CB - 857
CB - 874
CB - 855
FES - 865 FES - 853
DI - 881
CB - 879 CB - 880
CB - 867
DI - 866 CB - 859
DI - 856
CB - 855CB - 854
CB - 857
CB - 870
CB - 871
DI - 866
CB - 880
CB - 868
DI - 881
ADS - 882
FES - 853FES - 865
CB - 878
CB - 862
CB - 863
CB - 873 LANDSCAPE
EASEMENT
(TYP)
CB - 937
CB - 924
CB - 934
CB - 918
CB - 916
CB - 923
CB - 938
CB - 933
CB - 910
CB - 911
CB - 908
CB - 922
CB - 906
CB - 921
CB - 912
DI - 914
CB - 917
CB - 913
CB - 932
CB - 939
CB - 907
SE
C
T
I
O
N

2
SE
C
T
I
O
N

4
SE
C
T
I
O
N

2
SE
C
T
I
O
N

1
A
Revisions
K:
\
1
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1
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3
7
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A
L
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Sheet No.
Designer
Drawn By
Date
Job No.
Wi
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5

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02190372.20
08/28/23
WR
WR
1 inch = 50 ft.
50
GRAPHIC SCALE
0 25 50 100
SCALE:
1" = 50' HORIZ.
1" = 5' VERT.
CA
R
O
L
I
N
A

S
P
R
I
N
G
S

B
O
U
L
E
V
A
R
D
(8
2
'

P
U
B
L
I
C

R
O
W
)
C
A
R
O
V
A

B
E
N
D
(5
5
'

P
U
B
L
I
C

R
O
W
)
CAROVA BEND
(55' PUBLIC RO
W
)
CA
R
O
V
A

B
E
N
D

P
L
A
N

A
N
D
PR
O
F
I
L
E
C6.6
AL
L
E
Y

3
(2
5
'

A
C
C
E
S
S

E
A
S
E
M
E
N
T
)
S
T
R
E
E
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D
(
5
5
'

P
U
B
L
I
C

R
O
W
)
CA
R
O
L
I
N
A

S
P
R
I
N
G
S

B
O
U
L
E
V
A
R
D
(8
2
'

P
U
B
L
I
C

R
O
W
)
A
L
L
E
Y

1
0
(
2
5
'

A
C
C
E
S
S
E
A
S
E
M
E
N
T
)
C
A
L
V
A
N
D
E
R

L
A
N
E
(
5
5
'

P
U
B
L
I
C

R
O
W
)
AL
L
E
Y

7
(2
5
'

A
C
C
E
S
S

E
A
S
E
M
E
N
T
)
A
L
L
E
Y

1
(
2
5
'

A
C
C
E
S
S

E
A
S
E
M
E
N
T
)
CAR
O
V
A

B
E
N
D
(55'
P
U
B
L
I
C

R
O
W
)
CAROVA BEND
NOT PART OF
THIS PHASE
I certify that these as-builts are accurate and that each of the items listed on the Town’s “As-Built
Checklist” as contained in the Town of Holly Springs Engineering Design and Construction
Standards is provided on this set of as-built drawings (26 total sheets in this set). I certify that
all of the information provided is field-verified as-built information.
(Seal) ________________________________ ___________________
Signature Registered Land Surveyor Date
(Seal) ________________________________ ___________________
Signature by Professional Engineer Date
_____________________________________ ______________
Acceptance by Construction Inspector Date
N O R T H C A RO
L
I
N
A
C
U
R
TIS M . B L A Z I E R
PR O F E SSIO
N
A
L
E
NG I N E E R
SEAL
033840
N O R T H C A RO
L
I
N
A
B
E
N
J
A
MIN E . D A Y T ON
PR O F E SSIO
N
A
L
L
A
N
D
SU R V E YO
R
SEAL
L-4390
RECORD DRAWING NOTES:
1.THIS RECORD DRAWING SET OF PLANS IS BASED ON FIELD SURVEY PREPARED BY
WITHERSRAVENEL. INFORMATION SHOWN HEREON IS COMPRISED OF EXISTING AND
PROPOSED CONDITIONS AS ORIGINALLY APPROVED BY THE TOWN OF HOLLY SPRINGS UNLESS
OTHERWISE NOTED.
2.THE SANITARY SEWER AND STORM SEWER ASSOCIATED WITH CAROLINA SPRINGS PHASE 1,
SECTION 2 HAVE BEEN PHYSICALLY SURVEYED AND THIS PLAN REPRESENTS, TO THE BEST OF
OUR KNOWLEDGE, THE HORIZONTAL AND VERTICAL LOCATIONS OF THESE UTILITIES.
3.THE WATERLINE INFORMATION SHOWN ON THESE PLANS IS FROM PERIODIC INSPECTIONS
CONDUCTED THROUGHOUT THE CONSTRUCTION PHASE OF THE PROJECT. WITHERSRAVENEL
MAKES NO GUARANTEE OF THE SURVEYED ACCURACY OF THE WATERLINE SHOWN.
4.WITHERSRAVENEL IS NOT HELD RESPONSIBLE FOR INACCURACIES IN PLANS DUE TO SKETCHES
OR OTHER INFORMATION RECEIVED FROM CONTRACTOR(S) THAT DO NOT ACCURATELY
REFLECT FINISHED CONSTRUCTION FIELD CONDITIONS.
5. IN STREETS AND UTILITIES LOCATED IN THE TRIASSIC BASIN AS SHOWN IN TOHS DETAIL HS356
(WHERE TRIASSIC SOILS ON COMPRESSIBLE MINIATURE TRIASSIC SEDIMENTARY ROCK-LIKE MATERIAL
EXISTS) THERE WILL BE CERTAIN SPECIAL CRITERIA REQUIRED FOR ROADWAY CONSTRUCTION.
THE FOLLOWING MINIMUMS WILL BE REQUIRED OF DEVELOPERS:
1.PRE-QUALIFIED GEO-TECHNICAL FIRM APPROVED BY THE TOWN MUST BE ON SITE FULL TIME
WHILE THE UTILITIES AND ROADWAYS ARE BEING CONSTRUCTED.
2.DOCUMENTATION OF MOISTURE CONTENT, COMPACTION, DENSITY, GEOGRID DESIGN CRITERIA,
ETC. MUST BE PROVIDED TO TOWN INSPECTOR.
3.ALL ROADWAYS WILL HAVE TO BE PROOF-ROLLED AT BOTH SUB GRADE AND STONE GRADE BY
TOWN INSPECTOR AS WELL.
4.THE STANDARD ROADWAY CROSS-SECTION WILL BE WOVEN GEO-FABRIC DESIGN CRITERIA HP 270
OR EQUAL ON ENTIRE ROAD (AND MUST BE APPROVED BY THE TOWN OF HOLLY SPRINGS), 7” ABC
STONE, WITH ASPHALT COMPLETED IN STAGED CONSTRUCTION OF 2.5” I-19 ASPHALT AND 1.5”
S9.5C IN STAGE ONE AND 1.5” S9.5C FINAL OVERLAY INITIAL ONE-YEAR WARRANTY WITH AN
ADDITIONAL YEAR EXTENSION STARTING AFTER FINAL OVERLAY SHALL BE REQUIRED FOR
ROADWAYS. FOR THE EXTENDED WARRANTY PERIOD, IT WILL BE REQUIRED TO POST A BOND, LOC,
OR CASH FOR 50% OF ACTUAL COST OF ROADWAY (STORM DRAINAGE, CURB & GUTTER,
SIDEWALK AND PAVEMENT).
5.WHERE MANHOLES ARE LOCATED IN STREETS IT WILL BE REQUIRED TO HAVE SUITABLE OFF-SITE
STRUCTURAL MATERIAL OR ABC STONE TO BACKFILL AROUND EXCAVATION OF MANHOLES UP TO
SUBGRADE.
6.AN ADDITIONAL FOOT OF STONE WILL BE REQUIRED 10' EITHER SIDE OF MANHOLE FOR ENTIRE
WIDTH OF ROADWAY.
ADDITIONAL MEASURES MAY BE DEEMED NECESSARY BY THE TOWN PENDING SEVERITY OF THE SOILS.
THE PAVEMENT THICKNESS OF ANY STREET SHALL, AT A MINIMUM, EQUAL THE DESIGN SHOWN IN THE
STANDARD DETAILS SECTION OF THESE STANDARDS FOR THE VARIOUS STREET WIDTHS.
APPROVED PAVEMENT DESIGN METHODS INCLUDE THOSE AS PROPOSED BY NCDOT, THE 1986 AASHTO
GUIDELINES AND THE 1981 ASPHALT INSTITUTE MS 1 DOCUMENT.
THE AASHTO METHOD WILL REQUIRE USE OF A TERMINAL SERVICEABILITY INDEX OF 2.0 FOR
COLLECTORS AND 2.5 FOR THOROUGHFARES, SO = 0.49 FOR FLEXIBLE PAVEMENT AND SO = 0.39 FOR
RIGID PAVEMENTS, AND A RELIABILITY OF 98% FOR THOROUGHFARES AND A RELIABILITY OF 95% FOR
COLLECTORS.
ALL STREETS MAINTAINED BY THE NCDOT MUST RECEIVE APPROVAL OF THE PAVEMENT DESIGN FROM
NCDOT PRIOR TO THE BEGINNING OF CONSTRUCTION. NORMAL CROWN FOR THE PAVEMENT SECTION
SHALL BE ¼”/FOOT, EXCEPT AS APPROVED FOR SUPERELEVATED CROSS[1]SECTIONS
NOT PART OF
THIS PHASE
NOT PART OF
THIS PHASE
NOT PART OF
THIS PHASE
STREET D
290
295
300
305
310
315
320
325
330
335
340
290
295
300
305
310
315
320
325
330
335
340
2.09%
-2.08%2.07%
1.15%
-2.00%
LVC: 100.00'
AD: 3.15
K: 31.7
PVI EL: 311.20'
PVI STA: 12+10.05
LOW PT EL: 311.56'
LOW PT STA: 12+23.55
ST
A
:

1
1
+
6
0
.
0
5
EL
:

3
1
2
.
2
0
'
ST
A
:

1
2
+
6
0
.
0
5
EL
:

3
1
1
.
7
7
'
PV
I

S
T
A
:

1
0
+
0
0
.
0
0
EL
:

3
1
5
.
4
0
'
PV
I

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24" RCP
30" RCP
1.5' MIN.
EXISTING GRADE
8"x8" CROSS WITH
(4) 8" GATE VALVES
6"x6" CROSS WITH
(4) 6" GATE VALVES
PROPOSED GRADE
FIRE HYDRANT
ASSEMBLY
TEMPORARY BLOW OFF
ASSEMBLIES FOR PHASING
8" DIP WATER MAIN
6" C900 PVC
RECLAIM
WATERLINE
2' MIN.
±STA. 10+00
BEGIN CONSTRUCTION
SECTIONS 1-5
2' MIN.
2' MIN.
2' MIN.
3.5' SIGHT
ELEV.
VERTICAL SIGHT
DISTANCE ( RT TURN)
REQUIRED =287'
VERTICAL SIGHT
DISTANCE
(RT TURN)
REQUIRED =287'
VERTICAL SIGHT
DISTANCE ( LT TURN)
REQUIRED =331'
3.5' SIGHT
ELEV.
3.5' SIGHT
ELEV.3.5' SIGHT
ELEV.
18" MIN. (8" DIP WATER)
2' MIN. (6" C900 RECLAIM)
FIRE HYDRANT
ASSEMBLY
6" C900 PVC
RECLAIM
WATERLINE
1.5' MIN.
1.5' MIN.
2' MIN.
8" DIP WATER MAIN
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PIN: 0730644708
T
T
T
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375383382379
251 252 254 255
422425426423424 378 377
404 405 406 407 408 410 411 412 413 414 419418417416
421 384
245 247 248 249
415 420
250 253246
409
381 380 376 374
403
430 427428429431435432433434436
S
S
SS
PUD BOUNDARYRETAINING WALL #12
WITH SAFETY RAILS
SSSSSSSS SS SS SS SS SSSSSSSS
MH 230
MH 229
MH 336
SS
SS
10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00
JB - 2052
JB - 2053
STREET D
(55' PUBLIC ROW)
ST
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L
(5
5
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STREET D
(55' PUBLIC ROW)
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(8
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STREET D
(55' PUBLIC ROW)
ALLEY 1
(25' ACCESS EASEMENT)ALLEY 1
(25' ACCESS EASEMENT)
CB - 1226
CB - 1224A
CB - 1225CB - 1224
CB - 1219A
CB - 1219
DI - 1299
DI - 1230
CB - 1203
CB - 1204
DI - 1250
CB - 1229
CB - 1227
CB - 1244
CB - 1230
W W W W W W W W
R R R R R R R R R R R
W W W W W W W W W W W W W W W
R R R R R R R R R R R R
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W
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MH 229MH 229
MH 230MH 230
MH 337
MH 339
CB - 817
CB - 815
CB - 832 CB - 833
CB - 821
DI - 822
CB - 831
CB - 827
CB - 830
CB - 826
CB - 821
CB - 825
CB - 831
CB - 827
DI - 822
CB - 826
CB - 830
SE
C
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2
FES-18
Revisions
K:
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Sheet No.
Designer
Drawn By
Date
Job No.
Wi
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5

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02190372.20
08/28/23
WR
WR
1 inch = 50 ft.
50
GRAPHIC SCALE
0 25 50 100
SCALE:
1" = 50' HORIZ.
1" = 5' VERT.
ST
R
E
E
T

D

P
L
A
N

A
N
D
PR
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F
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.
9

F
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NOTES:
1.ALL WATER MAINS SHALL BE INSTALLED WITH A
MINIMUM COVER OF 3 FEET AND MAXIMUM OF 6 FEET
MEASURED FROM THE TOP OF THE PIPE TO THE
FINISHED SUBGRADE OF THE ROADWAY (OR AS
OTHERWISE DIRECTED BY DIRECTOR OF ENGINEERING).
2.SEWER MAINS FROM 14 TO 20 FEET DEEP SHALL
REQUIRE SPECIAL BEDDING IN ACCORDANCE WITH THE
STANDARD DETAILS SECTION OF THESE STANDARDS.
3.SEWER MAINS DEEPER THAN 20' ARE REQUIRED TO BE
DIP, WITH 401 PROTECTANT, AND HAVE 5' MANHOLES.
4.ALL CARRIER WATERLINE PIPE INSIDE CASING TO BE
RESTRAINED JOINT.
5.TEMPORARY BLOW-OFF ASSEMBLIES AND ASSOCIATED
GATE VALVES ARE FOR PHASING PURPOSES ONLY, AND
SHALL BE REMOVED WHEN MAINS ARE EXTENDED INTO
THE NEXT PHASE OF CONSTRUCTION.
I certify that these as-builts are accurate and that each of the items listed on the Town’s “As-Built
Checklist” as contained in the Town of Holly Springs Engineering Design and Construction
Standards is provided on this set of as-built drawings (26 total sheets in this set). I certify that
all of the information provided is field-verified as-built information.
(Seal) ________________________________ ___________________
Signature Registered Land Surveyor Date
(Seal) ________________________________ ___________________
Signature by Professional Engineer Date
_____________________________________ ______________
Acceptance by Construction Inspector Date
N O R T H C A RO
LI
N
A
C
U
R
TIS M . B L A Z I E R
PR O F E SSIO
N
A
L
E
NGI N E E R
SEAL
033840
N O R T H C A RO
LI
N
A
B
E
N
J A
MIN E . D A Y T ON
PR O F E SSIO
N
A
L
L
A
N
D
SU R V E YO
R
SEAL
L-4390
RECORD DRAWING NOTES:
1.THIS RECORD DRAWING SET OF PLANS IS BASED ON FIELD SURVEY PREPARED BY
WITHERSRAVENEL. INFORMATION SHOWN HEREON IS COMPRISED OF EXISTING AND
PROPOSED CONDITIONS AS ORIGINALLY APPROVED BY THE TOWN OF HOLLY SPRINGS UNLESS
OTHERWISE NOTED.
2.THE SANITARY SEWER AND STORM SEWER ASSOCIATED WITH CAROLINA SPRINGS PHASE 1,
SECTION 2 HAVE BEEN PHYSICALLY SURVEYED AND THIS PLAN REPRESENTS, TO THE BEST OF
OUR KNOWLEDGE, THE HORIZONTAL AND VERTICAL LOCATIONS OF THESE UTILITIES.
3.THE WATERLINE INFORMATION SHOWN ON THESE PLANS IS FROM PERIODIC INSPECTIONS
CONDUCTED THROUGHOUT THE CONSTRUCTION PHASE OF THE PROJECT. WITHERSRAVENEL
MAKES NO GUARANTEE OF THE SURVEYED ACCURACY OF THE WATERLINE SHOWN.
4.WITHERSRAVENEL IS NOT HELD RESPONSIBLE FOR INACCURACIES IN PLANS DUE TO SKETCHES
OR OTHER INFORMATION RECEIVED FROM CONTRACTOR(S) THAT DO NOT ACCURATELY
REFLECT FINISHED CONSTRUCTION FIELD CONDITIONS.
5. IN STREETS AND UTILITIES LOCATED IN THE TRIASSIC BASIN AS SHOWN IN TOHS DETAIL HS356
(WHERE TRIASSIC SOILS ON COMPRESSIBLE MINIATURE TRIASSIC SEDIMENTARY ROCK-LIKE MATERIAL
EXISTS) THERE WILL BE CERTAIN SPECIAL CRITERIA REQUIRED FOR ROADWAY CONSTRUCTION.
THE FOLLOWING MINIMUMS WILL BE REQUIRED OF DEVELOPERS:
1.PRE-QUALIFIED GEO-TECHNICAL FIRM APPROVED BY THE TOWN MUST BE ON SITE FULL TIME
WHILE THE UTILITIES AND ROADWAYS ARE BEING CONSTRUCTED.
2.DOCUMENTATION OF MOISTURE CONTENT, COMPACTION, DENSITY, GEOGRID DESIGN CRITERIA,
ETC. MUST BE PROVIDED TO TOWN INSPECTOR.
3.ALL ROADWAYS WILL HAVE TO BE PROOF-ROLLED AT BOTH SUB GRADE AND STONE GRADE BY
TOWN INSPECTOR AS WELL.
4.THE STANDARD ROADWAY CROSS-SECTION WILL BE WOVEN GEO-FABRIC DESIGN CRITERIA HP 270
OR EQUAL ON ENTIRE ROAD (AND MUST BE APPROVED BY THE TOWN OF HOLLY SPRINGS), 7” ABC
STONE, WITH ASPHALT COMPLETED IN STAGED CONSTRUCTION OF 2.5” I-19 ASPHALT AND 1.5”
S9.5C IN STAGE ONE AND 1.5” S9.5C FINAL OVERLAY INITIAL ONE-YEAR WARRANTY WITH AN
ADDITIONAL YEAR EXTENSION STARTING AFTER FINAL OVERLAY SHALL BE REQUIRED FOR
ROADWAYS. FOR THE EXTENDED WARRANTY PERIOD, IT WILL BE REQUIRED TO POST A BOND, LOC,
OR CASH FOR 50% OF ACTUAL COST OF ROADWAY (STORM DRAINAGE, CURB & GUTTER,
SIDEWALK AND PAVEMENT).
5.WHERE MANHOLES ARE LOCATED IN STREETS IT WILL BE REQUIRED TO HAVE SUITABLE OFF-SITE
STRUCTURAL MATERIAL OR ABC STONE TO BACKFILL AROUND EXCAVATION OF MANHOLES UP TO
SUBGRADE.
6.AN ADDITIONAL FOOT OF STONE WILL BE REQUIRED 10' EITHER SIDE OF MANHOLE FOR ENTIRE
WIDTH OF ROADWAY.
ADDITIONAL MEASURES MAY BE DEEMED NECESSARY BY THE TOWN PENDING SEVERITY OF THE SOILS.
THE PAVEMENT THICKNESS OF ANY STREET SHALL, AT A MINIMUM, EQUAL THE DESIGN SHOWN IN THE
STANDARD DETAILS SECTION OF THESE STANDARDS FOR THE VARIOUS STREET WIDTHS.
APPROVED PAVEMENT DESIGN METHODS INCLUDE THOSE AS PROPOSED BY NCDOT, THE 1986 AASHTO
GUIDELINES AND THE 1981 ASPHALT INSTITUTE MS 1 DOCUMENT.
THE AASHTO METHOD WILL REQUIRE USE OF A TERMINAL SERVICEABILITY INDEX OF 2.0 FOR
COLLECTORS AND 2.5 FOR THOROUGHFARES, SO = 0.49 FOR FLEXIBLE PAVEMENT AND SO = 0.39 FOR
RIGID PAVEMENTS, AND A RELIABILITY OF 98% FOR THOROUGHFARES AND A RELIABILITY OF 95% FOR
COLLECTORS.
ALL STREETS MAINTAINED BY THE NCDOT MUST RECEIVE APPROVAL OF THE PAVEMENT DESIGN FROM
NCDOT PRIOR TO THE BEGINNING OF CONSTRUCTION. NORMAL CROWN FOR THE PAVEMENT SECTION
SHALL BE ¼”/FOOT, EXCEPT AS APPROVED FOR SUPERELEVATED CROSS[1]SECTIONS
NOT PART OF
THIS PHASE
NOT PART OF
THIS PHASE
NOT PART OF
THIS PHASE
ALLEY 1
285
290
295
300
305
310
315
320
325
330
335
340
345
285
290
295
300
305
310
315
320
325
330
335
340
345
8" DIP WATER MAIN
6" C900 PVC RECLAIM
WATERLINE
9+50 10+00
31
6
.
2
4
31
2
.
4
0
10+50
31
3
.
0
1
31
1
.
8
0
11+00
31
3
.
2
9
31
0
.
9
7
11+50
31
1
.
2
2
31
0
.
3
5
12+00
30
7
.
5
5
31
0
.
3
9
12+50
30
1
.
5
7
31
0
.
8
8
13+00
30
5
.
8
5
31
1
.
3
8
13+50
30
6
.
0
4
31
1
.
8
8
14+00
30
5
.
0
1
31
2
.
3
8
14+50
30
4
.
5
4
31
2
.
8
8
15+00
31
0
.
4
0
31
3
.
4
2
15+50
31
5
.
7
8
31
3
.
7
8
16+00
32
0
.
3
4
31
4
.
8
5
16+50
32
2
.
1
0
31
5
.
9
3
17+00
32
3
.
8
7
31
7
.
0
0
17+50
32
5
.
6
6
31
8
.
0
7
18+00
32
7
.
2
0
31
8
.
9
8
18+50
32
7
.
4
7
31
9
.
4
4
19+00
32
7
.
5
7
31
9
.
4
4
19+50
32
8
.
2
1
31
9
.
0
0
20+00
32
9
.
9
0
31
8
.
1
0
20+50
33
1
.
5
9
31
6
.
9
1
21+00
33
1
.
2
9
31
5
.
7
2
21+50
32
9
.
7
8
31
4
.
5
3
22+00
32
7
.
5
0
31
3
.
3
4
22+50
32
6
.
3
3
31
2
.
0
9
23+00
32
5
.
1
7
31
0
.
5
3
LVC: 250.00'
AD: -4.53
K: 55.2
PVI EL: 320.91'
PVI STA: 18+81.89
HIGH PT EL: 319.50'
HIGH PT STA: 18+75.56
ST
A
:

1
7
+
5
6
.
8
9
EL
:

3
1
8
.
2
2
'
ST
A
:

2
0
+
0
6
.
8
9
EL
:

3
1
7
.
9
4
'
LVC: 150.00'
AD: -2.12
K: 70.8
PVI EL: 311.05'
PVI STA: 22+96.45
HIGH PT EL: 312.83'
HIGH PT STA: 22+21.45
ST
A
:

2
2
+
2
1
.
4
5
EL
:

3
1
2
.
8
3
'
PV
I

S
T
A
:

1
0
+
0
0
.
0
0
EL
:

3
1
2
.
4
0
'
PV
I

S
T
A
:

1
5
+
2
9
.
3
4
EL
:

3
1
3
.
3
3
'
PV
I

S
T
A
:

1
5
+
1
2
.
3
4
EL
:

3
1
3
.
6
7
'
PV
I

S
T
A
:

1
0
+
0
6
.
6
4
EL
:

3
1
2
.
5
3
'
PV
I

S
T
A
:

1
4
+
9
5
.
3
4
EL
:

3
1
3
.
3
3
'
CB

-

1
2
2
6
ST
A
:

1
3
+
0
8
.
6
7
,

1
0
.
5
2
'

R
133.35 LF 15" RCP @

1
.
0
0
%
CB

-

1
2
0
4
ST
A
:

1
1
+
6
9
.
6
0
,

1
0
.
5
2
'

R
CB

-

8
3
3
ST
A
:

1
7
+
1
9
.
7
0
,

1
0
.
3
6
'

R
154.45 LF 15
"

R
C
P

@

1
.
8
7
%
CB

-

8
3
2
ST
A
:

1
5
+
6
5
.
2
6
,

1
0
.
4
5
'

R
CB

-

9
2
5
ST
A
:

2
2
+
1
2
.
0
5
,

1
0
.
4
7
'

R
CB

-

9
2
7
ST
A
:

2
0
+
6
1
.
6
2
,

1
0
.
4
2
'

R
150.43
L
F

1
5
"

R
C
P

@

2
.
4
9
%
8" PVC
30" RCP
CB

-

1
2
3
0
ST
A
:

1
1
+
7
5
.
3
2
,

1
0
.
5
4
'

R
18" RCP
24" RCP (CLASS IV)
ST
A
:

1
1
+
3
8
.
5
0

A
L
L
E
Y

2
ST
A
:

1
8
+
8
8
.
6
3

A
L
L
E
Y

1

=
EL
:

3
1
9
.
4
8
'
ST
A
:

1
1
+
3
0
.
4
8

S
T
R
E
E
T

L
ST
A
:

1
0
+
0
6
.
6
4

A
L
L
E
Y

1

=
EL
:

3
1
2
.
5
3
'
ST
A
:

1
5
+
1
2
.
3
4

A
L
L
E
Y

1

=
EL
:

3
1
3
.
6
7
'
ST
A
:

2
9
+
3
2
.
6
1

W
O
O
D
F
I
E
L
D

D
E
A
D

E
N
D

R
D
.
LVC: 100.00'
AD: 2.68
K: 37.4
PVI EL: 309.97'
PVI STA: 11+59.39
LOW PT EL: 310.28'
LOW PT STA: 11+72.02
ST
A
:

1
1
+
0
9
.
3
9
EL
:

3
1
0
.
8
1
'
ST
A
:

1
2
+
0
9
.
3
9
EL
:

3
1
0
.
4
7
'
EXISTING GRADE
PROPOSED GRADE
2.15%
-2.00%2.00%
2.00%
-2.38%
-1.68%1.00%
W W W W W W W W W W W W W W W W W W W W W W
R R R R R R R R R R R
W W W W W W W W W W W W W W W
R R R R
R
R R R R R R R R R R R R R R R R R R R R R R
W
W
W
W
R
R
R
R
R
R
R
W
W
R R R
188 187189204190193
262
194
263
195
264
196
251 259 267
191
252 260 268 269
198
254 270
202
255 256
404 405 406 407 408 410 411 412 413 414 419418417416
387
271
245 247 248 249 258
203 197 192
186
185
415 420
250 253246
390392393395396
201 200 199
257 261 265 266
409
385389394401400399398
206208207 205209
397402
391 388 386
403
SS
CB - 1226
CB - 1224A
CB - 1225CB - 1224
CB - 835 CB - 813
CB - 815
CB - 814
CB - 832 CB - 833
CB - 825
CB - 816
CB - 935
CB - 936
ADS - 967
CB - 918
CB - 925
ALLEY 1
(25' ACCESS EASEMENT)
STREET D
(55' PUBLIC ROW)
ST
R
E
E
T

L
(5
5
'

P
U
B
L
I
C

R
O
W
)
STREET D
(55' PUBLIC ROW)
ALLEY 1
(25' ACCESS EASEMENT)
LE
L
A
N
D

C
R
E
S
T

D
R
I
V
E
(8
2
'

P
U
B
L
I
C

R
O
W
)
CB - 1218
AL
L
E
Y

2
(2
5
'

A
C
C
E
S
S

E
A
S
E
M
E
N
T
)
20' PDE
20' PDE
VWDE
PDE
LE (TYP)
ON-STREET
PARKING (TYP)
VWDE
STREET D
(55' PUBLIC ROW)
LANDSCAPE EASEMENT (TYP)
SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS
SS
SS
SS
SS
JB - 2052
CB - 1219
CB - 1219A
20' PDE
CB - 1252
SECTION 4
SECTION 2
SECTION 4
SECTION 2
SECTION 2
SECTION 1B
CB - 830
CB - 826 CB - 827
CB - 831
SECTION 5
10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00
CB - 1204
DI - 1250
CB - 927
PI
:

1
5
+
5
9
.
5
2
PC
:

2
1
+
7
6
.
0
8
MH 423 MH 335 MH 334
MH 336
CB - 1203
CB - 1229
CB - 1227
CB - 1201
Revisions
K:
\
1
9
\
1
9
-
0
3
7
0
\
1
9
0
3
7
2
.
2
0
-
C
a
r
o
l
i
n
a

S
p
r
i
n
g
s

P
h
a
s
e
s

1
-
5
\
C
A
D
\
A
S
-
B
U
I
L
T
\
S
e
c
t
i
o
n

2
\
S
H
E
E
T
S
\
C
6
.
1
5
-
C
6
.
2
4

P
L
A
N

A
N
D

P
R
O
F
I
L
E
S
_
A
S
B

S
E
C
T
I
O
N

2
.
d
w
g
-
Fr
i
d
a
y
,

D
e
c
e
m
b
e
r

1
,

2
0
2
3

8
:
3
3
:
0
4

A
M
-

SM
I
T
H
,

A
L
L
I
S
O
N
Sheet No.
Designer
Drawn By
Date
Job No.
Wi
t
h
e
r
s
R
a
v
e
n
e
l
11
5

M
a
c
K
e
n
a
n

D
r
i
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e

| C
a
r
y
,

N
C

2
7
5
1
1

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:

9
1
9
.
4
6
9
.
3
3
4
0

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i
c
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#
:

F
-
1
4
7
9

| w
w
w
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s

[ /
K
a
n
n
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s

[ S
T
r
v
e
y
o
r
s
R
E
C
O
R
D

D
R
A
W
I
N
G
S
CA
R
O
L
I
N
A

S
P
R
I
N
G
S
P
H
A
S
E

1

S
E
C
T
I
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N

2
HO
L
L
Y

S
P
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,

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C
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L
I
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A
02190372.20
08/28/23
WR
WR
1 inch = 50 ft.
50
GRAPHIC SCALE
0 25 50 100
SCALE:
1" = 50' HORIZ.
1" = 5' VERT.
AL
L
E
Y

1

P
L
A
N

A
N
D
PR
O
F
I
L
E
C6.15
SE
E

S
H
E
E
T

C
6
.
1
6

F
O
R

C
O
N
T
I
N
U
A
T
I
O
N
I certify that these as-builts are accurate and that each of the items listed on the Town’s “As-Built
Checklist” as contained in the Town of Holly Springs Engineering Design and Construction
Standards is provided on this set of as-built drawings (26 total sheets in this set). I certify that
all of the information provided is field-verified as-built information.
(Seal) ________________________________ ___________________
Signature Registered Land Surveyor Date
(Seal) ________________________________ ___________________
Signature by Professional Engineer Date
_____________________________________ ______________
Acceptance by Construction Inspector Date
N O R T H C A RO
L
I
N
A
C
U
R
TIS M . B L A Z I E R
PR O F E SSIO
N
A
L
E
NGI N E E R
SEAL
033840
N O R T H C A RO
L
I
N
A
B
E
N
J A
MIN E . D A Y T ON
PR O F E SSIO
N
A
L
L
A
N
D
SU R V E Y OR
SEAL
L-4390
RECORD DRAWING NOTES:
1.THIS RECORD DRAWING SET OF PLANS IS BASED ON FIELD SURVEY PREPARED BY
WITHERSRAVENEL. INFORMATION SHOWN HEREON IS COMPRISED OF EXISTING AND
PROPOSED CONDITIONS AS ORIGINALLY APPROVED BY THE TOWN OF HOLLY SPRINGS UNLESS
OTHERWISE NOTED.
2.THE SANITARY SEWER AND STORM SEWER ASSOCIATED WITH CAROLINA SPRINGS PHASE 1,
SECTION 2 HAVE BEEN PHYSICALLY SURVEYED AND THIS PLAN REPRESENTS, TO THE BEST OF
OUR KNOWLEDGE, THE HORIZONTAL AND VERTICAL LOCATIONS OF THESE UTILITIES.
3.THE WATERLINE INFORMATION SHOWN ON THESE PLANS IS FROM PERIODIC INSPECTIONS
CONDUCTED THROUGHOUT THE CONSTRUCTION PHASE OF THE PROJECT. WITHERSRAVENEL
MAKES NO GUARANTEE OF THE SURVEYED ACCURACY OF THE WATERLINE SHOWN.
4.WITHERSRAVENEL IS NOT HELD RESPONSIBLE FOR INACCURACIES IN PLANS DUE TO SKETCHES
OR OTHER INFORMATION RECEIVED FROM CONTRACTOR(S) THAT DO NOT ACCURATELY
REFLECT FINISHED CONSTRUCTION FIELD CONDITIONS.
5. IN STREETS AND UTILITIES LOCATED IN THE TRIASSIC BASIN AS SHOWN IN TOHS DETAIL HS356
(WHERE TRIASSIC SOILS ON COMPRESSIBLE MINIATURE TRIASSIC SEDIMENTARY ROCK-LIKE MATERIAL
EXISTS) THERE WILL BE CERTAIN SPECIAL CRITERIA REQUIRED FOR ROADWAY CONSTRUCTION.
THE FOLLOWING MINIMUMS WILL BE REQUIRED OF DEVELOPERS:
1.PRE-QUALIFIED GEO-TECHNICAL FIRM APPROVED BY THE TOWN MUST BE ON SITE FULL TIME
WHILE THE UTILITIES AND ROADWAYS ARE BEING CONSTRUCTED.
2.DOCUMENTATION OF MOISTURE CONTENT, COMPACTION, DENSITY, GEOGRID DESIGN CRITERIA,
ETC. MUST BE PROVIDED TO TOWN INSPECTOR.
3.ALL ROADWAYS WILL HAVE TO BE PROOF-ROLLED AT BOTH SUB GRADE AND STONE GRADE BY
TOWN INSPECTOR AS WELL.
4.THE STANDARD ROADWAY CROSS-SECTION WILL BE WOVEN GEO-FABRIC DESIGN CRITERIA HP 270
OR EQUAL ON ENTIRE ROAD (AND MUST BE APPROVED BY THE TOWN OF HOLLY SPRINGS), 7” ABC
STONE, WITH ASPHALT COMPLETED IN STAGED CONSTRUCTION OF 2.5” I-19 ASPHALT AND 1.5”
S9.5C IN STAGE ONE AND 1.5” S9.5C FINAL OVERLAY INITIAL ONE-YEAR WARRANTY WITH AN
ADDITIONAL YEAR EXTENSION STARTING AFTER FINAL OVERLAY SHALL BE REQUIRED FOR
ROADWAYS. FOR THE EXTENDED WARRANTY PERIOD, IT WILL BE REQUIRED TO POST A BOND, LOC,
OR CASH FOR 50% OF ACTUAL COST OF ROADWAY (STORM DRAINAGE, CURB & GUTTER,
SIDEWALK AND PAVEMENT).
5.WHERE MANHOLES ARE LOCATED IN STREETS IT WILL BE REQUIRED TO HAVE SUITABLE OFF-SITE
STRUCTURAL MATERIAL OR ABC STONE TO BACKFILL AROUND EXCAVATION OF MANHOLES UP TO
SUBGRADE.
6.AN ADDITIONAL FOOT OF STONE WILL BE REQUIRED 10' EITHER SIDE OF MANHOLE FOR ENTIRE
WIDTH OF ROADWAY.
ADDITIONAL MEASURES MAY BE DEEMED NECESSARY BY THE TOWN PENDING SEVERITY OF THE SOILS.
THE PAVEMENT THICKNESS OF ANY STREET SHALL, AT A MINIMUM, EQUAL THE DESIGN SHOWN IN THE
STANDARD DETAILS SECTION OF THESE STANDARDS FOR THE VARIOUS STREET WIDTHS.
APPROVED PAVEMENT DESIGN METHODS INCLUDE THOSE AS PROPOSED BY NCDOT, THE 1986 AASHTO
GUIDELINES AND THE 1981 ASPHALT INSTITUTE MS 1 DOCUMENT.
THE AASHTO METHOD WILL REQUIRE USE OF A TERMINAL SERVICEABILITY INDEX OF 2.0 FOR
COLLECTORS AND 2.5 FOR THOROUGHFARES, SO = 0.49 FOR FLEXIBLE PAVEMENT AND SO = 0.39 FOR
RIGID PAVEMENTS, AND A RELIABILITY OF 98% FOR THOROUGHFARES AND A RELIABILITY OF 95% FOR
COLLECTORS.
ALL STREETS MAINTAINED BY THE NCDOT MUST RECEIVE APPROVAL OF THE PAVEMENT DESIGN FROM
NCDOT PRIOR TO THE BEGINNING OF CONSTRUCTION. NORMAL CROWN FOR THE PAVEMENT SECTION
SHALL BE ¼”/FOOT, EXCEPT AS APPROVED FOR SUPERELEVATED CROSS[1]SECTIONS
NOT PART OF
THIS PHASE
NOT PART OF
THIS PHASE
W
W
W
W
W
W
W
W
W
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
W
W
W
W
W
W
128
193
262
194
263
195
196
259
260
198
254
202
255
256
258197
192
134
132
133
130
129
127
126
131
201
200
199
257
261
CA
R
O
L
I
N
A

S
P
R
I
N
G
S

B
L
V
D
.
(8
2
'

P
U
B
L
I
C

R
.
O
.
W
.
)
SS
SS
SS
SS
SS
CB - 839
PR
O
P
O
S
E
D
5'

S
I
D
E
W
A
L
K

(
T
Y
P
)
PR
O
P
O
S
E
D
5'

S
I
D
E
W
A
L
K

(
T
Y
P
)
SS
SS
SS
10+00 11+00 12+00 12+66.50
CB - 927
MH 423
MH 335
ALLEY 2
295
300
305
310
315
320
325
330
335
295
300
305
310
315
320
325
330
335
EXISTING GRADE
PROPOSED GRADE
8" DIP WATER MAIN6" C900 PVC RECLAIM WATERLINE
8" DIP WATER MAIN
6" C900 PVC RECLAIM WATERLINE
9+50 10+00
32
0
.
9
3
31
8
.
3
0
10+50
32
4
.
1
1
31
8
.
3
5
11+00
32
6
.
5
8
31
8
.
9
5
11+50
32
7
.
4
5
31
9
.
6
9
12+00
32
6
.
1
4
32
0
.
2
1
12+50
32
4
.
4
2
32
0
.
7
4
13+00 13+50
PV
I

S
T
A
:

1
0
+
0
0
.
0
0
EL
:

3
1
8
.
3
0
'
PV
I

S
T
A
:

1
2
+
6
6
.
5
0
EL
:

3
2
1
.
0
0
'
PV
I

S
T
A
:

1
0
+
1
7
.
0
0
EL
:

3
1
7
.
9
5
'
PV
I

S
T
A
:

1
1
+
4
6
.
5
0
EL
:

3
1
9
.
6
5
'
PV
I

S
T
A
:

1
1
+
3
0
.
5
0
EL
:

3
1
9
.
3
2
'
PV
I

S
T
A
:

1
2
+
5
7
.
5
0
EL
:

3
2
0
.
8
2
'
8" PVC
8" PVC
ST
A
:

1
9
+
3
5
.
4
3

C
A
R
O
L
I
N
A

S
P
R
I
N
G
S

B
L
V
D
ST
A
:

1
0
+
0
0
.
0
0

A
L
L
E
Y

2

=
EL
:

3
1
8
.
3
0
'
ST
A
:

1
8
+
8
8
.
6
3

A
L
L
E
Y

1
ST
A
:

1
1
+
3
8
.
5
0

A
L
L
E
Y

2

=
EL
:

3
1
9
.
4
8
'
ST
A
:

1
2
+
6
6
.
5
0

A
L
L
E
Y

2

=
EL
:

3
2
1
.
0
0
'
ST
A
:

1
9
+
4
6
.
5
3

S
T
R
E
E
T

D
2.08%
-2.08%
2.08%
1.21%
1.05%
ALLEY 1
275
280
285
290
295
300
305
310
315
320
325
330
335
340
275
280
285
290
295
300
305
310
315
320
325
330
335
340
8" DIP WATER MAIN
6" C900 PVC RECLAIM
WATERLINE
EXISTING GRADE
PROPOSED GRADE
21+00
33
1
.
2
9
31
5
.
7
2
21+50
32
9
.
7
8
31
4
.
5
3
22+00
32
7
.
5
0
31
3
.
3
4
22+50
32
6
.
3
3
31
2
.
0
9
23+00
32
5
.
1
7
31
0
.
5
3
23+50
32
3
.
2
8
30
8
.
6
1
24+00
32
0
.
0
0
30
6
.
3
9
24+50
31
4
.
8
3
30
4
.
1
4
25+00
31
0
.
8
7
30
1
.
8
9
25+50
30
6
.
2
2
29
9
.
6
4
26+00
30
0
.
4
5
29
7
.
4
9
26+50
29
2
.
9
0
29
6
.
0
7
27+00 27+50
CB

-

9
2
2
ST
A
:

2
6
+
5
4
.
5
2
,

1
0
.
8
9
'

L
131.1
3

L
F

1
8
"

R
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P

@

3
.
6
4
%
CB

-

9
2
3
ST
A
:

2
5
+
2
3
.
4
0
,

1
0
.
4
6
'

L
137
.
5
0

L
F

1
8
"

R
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@

4
.
7
5
%
CB

-

9
2
4
ST
A
:

2
3
+
8
5
.
9
0
,

1
0
.
5
2
'

L
CB

-

9
2
5
ST
A
:

2
2
+
1
2
.
0
5
,

1
0
.
4
7
'

R
150.43
L
F

1
5
"

R
C
P

@

2
.
4
9
%
LVC: 75.00'
AD: 2.50
K: 30.0
PVI EL: 296.81'
PVI STA: 26+12.87
LOW PT EL: 296.06'
LOW PT STA: 26+50.37
ST
A
:

2
5
+
7
5
.
3
7
EL
:

2
9
8
.
5
0
'
ST
A
:

2
6
+
5
0
.
3
7
EL
:

2
9
6
.
0
6
'
LVC: 150.00'
AD: -2.12
K: 70.8
PVI EL: 311.05'
PVI STA: 22+96.45
HIGH PT EL: 312.83'
HIGH PT STA: 22+21.45
ST
A
:

2
2
+
2
1
.
4
5
EL
:

3
1
2
.
8
3
'
ST
A
:

2
3
+
7
1
.
4
5
EL
:

3
0
7
.
6
7
'
PV
I

S
T
A
:

2
6
+
7
7
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5
3
EL
:

2
9
5
.
5
2
'
PV
I

S
T
A
:

2
6
+
9
0
.
5
3
EL
:

2
9
5
.
7
9
'
ST
A
:

1
0
+
0
0
.
0
0

S
T
R
E
E
T

M
ST
A
:

2
2
+
3
3
.
2
7

A
L
L
E
Y

1

=
EL
:

3
1
2
.
5
4
'
ST
A
:

2
6
+
9
0
.
5
3

A
L
L
E
Y

1

=
EL
:

2
9
5
.
7
9
'
ST
A
:

3
9
+
7
7
.
7
5

S
T
R
E
E
T

C
2.08%
-4.5
0
%
-2.00%
-2.38%
PLAY LAWN
W W W W W W W W W W W W W W W W W W W
R
W
W
W
W
W
W
W
W
W
R R R R R R R R R R R R R R R R R R
W
R
R
R
R
R
R
R
R
R
184
188 187189
272 288273274
190
278 279 280 281 282
267
275
268
276 284
269
285
270
286 287271
186
185
283277
266
302
301
300
299
297
296
295
294
293
292
298
SS
SS
SS
SS
CB - 935
CB - 936
ADS - 967
CB - 937
CB - 924
CB - 934
CB - 918
CB - 939
CB - 923
CB - 938
CB - 933
CB - 908
CB - 907
CB - 922
CB - 906
CB - 921
CB - 932
CB - 931
CB - 925
ALL
E
Y

7
(VA
R
I
A
B
L
E

W
I
D
T
H

A
C
C
E
S
S

E
A
S
E
M
E
N
T
)
STREET D
(55' PUBLIC ROW)
ALLEY 1
(37' ACCESS EASEMENT)
CB - 905
MH 90
STREET D
(55' PUBLIC ROW)
VWDE
VWDE
PDE
LE (TYP)
ON-STREET
PARKING (TYP)
20' DE
LANDSCAPE EASEMENT (TYP)
SSSSSSSSSSSSSSSSSS
CB - 917
21+00 22+00 23+00 24+00 25+00 26+00 26+90.53
CB - 908
PC
:

2
1
+
7
6
.
0
8
MH 92MH 92
AL
L
E
Y
S

1

&

2

P
L
A
N

A
N
D
PR
O
F
I
L
E
C6.16
Revisions
K:
\
1
9
\
1
9
-
0
3
7
0
\
1
9
0
3
7
2
.
2
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C
a
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o
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i
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a

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p
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s

P
h
a
s
e
s

1
-
5
\
C
A
D
\
A
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B
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c
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i
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n

2
\
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\
C
6
.
1
5
-
C
6
.
2
4

P
L
A
N

A
N
D

P
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I
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E
S
_
A
S
B

S
E
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2
.
d
w
g
-
Fr
i
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a
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,

D
e
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e
m
b
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r

1
,

2
0
2
3

8
:
3
3
:
5
5

A
M
-

SM
I
T
H
,

A
L
L
I
S
O
N
Sheet No.
Designer
Drawn By
Date
Job No.
Wi
t
h
e
r
s
R
a
v
e
n
e
l
11
5

M
a
c
K
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a
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y
,

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C

2
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1

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:

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1
9
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4
6
9
.
3
3
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i
c
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7
9

| w
w
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a
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s

[ S
T
r
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e
y
o
r
s
R
E
C
O
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D

D
R
A
W
I
N
G
S
CA
R
O
L
I
N
A

S
P
R
I
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G
S
P
H
A
S
E

1

S
E
C
T
I
O
N

2
HO
L
L
Y

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P
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A
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O
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I
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A
02190372.20
08/28/23
WR
WR
1 inch = 50 ft.
50
GRAPHIC SCALE
0 25 50 100
SCALE:
1" = 50' HORIZ.
1" = 5' VERT.
CA
R
O
L
I
N
A

S
P
R
I
N
G
S

B
O
U
L
E
V
A
R
D
(8
2
'

P
U
B
L
I
C

R
O
W
)
ALLEY 2
(25' ACCESS EASEMENT)
SE
E

S
H
E
E
T

C
6
.
1
5

F
O
R

C
O
N
T
I
N
U
A
T
I
O
N
AL
L
E
Y

1
(2
5
'

A
C
C
E
S
S

E
A
S
E
M
E
N
T
)
ST
R
E
E
T

D
(5
5
'

P
U
B
L
I
C

R
O
W
)
SE
C
T
I
O
N

4
SE
C
T
I
O
N

2
AL
L
E
Y

7
(37
'

A
C
C
E
S
S

E
A
S
E
M
E
N
T
)
I certify that these as-builts are accurate and that each of the items listed on the Town’s “As-Built
Checklist” as contained in the Town of Holly Springs Engineering Design and Construction
Standards is provided on this set of as-built drawings (26 total sheets in this set). I certify that
all of the information provided is field-verified as-built information.
(Seal) ________________________________ ___________________
Signature Registered Land Surveyor Date
(Seal) ________________________________ ___________________
Signature by Professional Engineer Date
_____________________________________ ______________
Acceptance by Construction Inspector Date
N O R T H C A RO
L
I
N
A
C
U
R
TIS M . B L A Z I E R
PR O F E SSIO
N
A
L
E
NGI N E E R
SEAL
033840
N O R T H C A RO
L
I
N
A
B
E
N
J A
MIN E . D A Y T ON
PR O F E SSIO
N
A
L
L
A
N
D
SU R V E Y OR
SEAL
L-4390
RECORD DRAWING NOTES:
1.THIS RECORD DRAWING SET OF PLANS IS BASED ON FIELD SURVEY PREPARED BY
WITHERSRAVENEL. INFORMATION SHOWN HEREON IS COMPRISED OF EXISTING AND
PROPOSED CONDITIONS AS ORIGINALLY APPROVED BY THE TOWN OF HOLLY SPRINGS UNLESS
OTHERWISE NOTED.
2.THE SANITARY SEWER AND STORM SEWER ASSOCIATED WITH CAROLINA SPRINGS PHASE 1,
SECTION 2 HAVE BEEN PHYSICALLY SURVEYED AND THIS PLAN REPRESENTS, TO THE BEST OF
OUR KNOWLEDGE, THE HORIZONTAL AND VERTICAL LOCATIONS OF THESE UTILITIES.
3.THE WATERLINE INFORMATION SHOWN ON THESE PLANS IS FROM PERIODIC INSPECTIONS
CONDUCTED THROUGHOUT THE CONSTRUCTION PHASE OF THE PROJECT. WITHERSRAVENEL
MAKES NO GUARANTEE OF THE SURVEYED ACCURACY OF THE WATERLINE SHOWN.
4.WITHERSRAVENEL IS NOT HELD RESPONSIBLE FOR INACCURACIES IN PLANS DUE TO SKETCHES
OR OTHER INFORMATION RECEIVED FROM CONTRACTOR(S) THAT DO NOT ACCURATELY
REFLECT FINISHED CONSTRUCTION FIELD CONDITIONS.
5. IN STREETS AND UTILITIES LOCATED IN THE TRIASSIC BASIN AS SHOWN IN TOHS DETAIL HS356
(WHERE TRIASSIC SOILS ON COMPRESSIBLE MINIATURE TRIASSIC SEDIMENTARY ROCK-LIKE MATERIAL
EXISTS) THERE WILL BE CERTAIN SPECIAL CRITERIA REQUIRED FOR ROADWAY CONSTRUCTION.
THE FOLLOWING MINIMUMS WILL BE REQUIRED OF DEVELOPERS:
1.PRE-QUALIFIED GEO-TECHNICAL FIRM APPROVED BY THE TOWN MUST BE ON SITE FULL TIME
WHILE THE UTILITIES AND ROADWAYS ARE BEING CONSTRUCTED.
2.DOCUMENTATION OF MOISTURE CONTENT, COMPACTION, DENSITY, GEOGRID DESIGN CRITERIA,
ETC. MUST BE PROVIDED TO TOWN INSPECTOR.
3.ALL ROADWAYS WILL HAVE TO BE PROOF-ROLLED AT BOTH SUB GRADE AND STONE GRADE BY
TOWN INSPECTOR AS WELL.
4.THE STANDARD ROADWAY CROSS-SECTION WILL BE WOVEN GEO-FABRIC DESIGN CRITERIA HP 270
OR EQUAL ON ENTIRE ROAD (AND MUST BE APPROVED BY THE TOWN OF HOLLY SPRINGS), 7” ABC
STONE, WITH ASPHALT COMPLETED IN STAGED CONSTRUCTION OF 2.5” I-19 ASPHALT AND 1.5”
S9.5C IN STAGE ONE AND 1.5” S9.5C FINAL OVERLAY INITIAL ONE-YEAR WARRANTY WITH AN
ADDITIONAL YEAR EXTENSION STARTING AFTER FINAL OVERLAY SHALL BE REQUIRED FOR
ROADWAYS. FOR THE EXTENDED WARRANTY PERIOD, IT WILL BE REQUIRED TO POST A BOND, LOC,
OR CASH FOR 50% OF ACTUAL COST OF ROADWAY (STORM DRAINAGE, CURB & GUTTER,
SIDEWALK AND PAVEMENT).
5.WHERE MANHOLES ARE LOCATED IN STREETS IT WILL BE REQUIRED TO HAVE SUITABLE OFF-SITE
STRUCTURAL MATERIAL OR ABC STONE TO BACKFILL AROUND EXCAVATION OF MANHOLES UP TO
SUBGRADE.
6.AN ADDITIONAL FOOT OF STONE WILL BE REQUIRED 10' EITHER SIDE OF MANHOLE FOR ENTIRE
WIDTH OF ROADWAY.
ADDITIONAL MEASURES MAY BE DEEMED NECESSARY BY THE TOWN PENDING SEVERITY OF THE SOILS.
THE PAVEMENT THICKNESS OF ANY STREET SHALL, AT A MINIMUM, EQUAL THE DESIGN SHOWN IN THE
STANDARD DETAILS SECTION OF THESE STANDARDS FOR THE VARIOUS STREET WIDTHS.
APPROVED PAVEMENT DESIGN METHODS INCLUDE THOSE AS PROPOSED BY NCDOT, THE 1986 AASHTO
GUIDELINES AND THE 1981 ASPHALT INSTITUTE MS 1 DOCUMENT.
THE AASHTO METHOD WILL REQUIRE USE OF A TERMINAL SERVICEABILITY INDEX OF 2.0 FOR
COLLECTORS AND 2.5 FOR THOROUGHFARES, SO = 0.49 FOR FLEXIBLE PAVEMENT AND SO = 0.39 FOR
RIGID PAVEMENTS, AND A RELIABILITY OF 98% FOR THOROUGHFARES AND A RELIABILITY OF 95% FOR
COLLECTORS.
ALL STREETS MAINTAINED BY THE NCDOT MUST RECEIVE APPROVAL OF THE PAVEMENT DESIGN FROM
NCDOT PRIOR TO THE BEGINNING OF CONSTRUCTION. NORMAL CROWN FOR THE PAVEMENT SECTION
SHALL BE ¼”/FOOT, EXCEPT AS APPROVED FOR SUPERELEVATED CROSS[1]SECTIONS
NOT PART OF
THIS PHASE
NOT PART OF
THIS PHASE
NOT PART OF
THIS PHASE
NOT PART OF
THIS PHASE
ALLEY 3
270
275
280
285
290
295
300
305
310
315
320
325
330
335
270
275
280
285
290
295
300
305
310
315
320
325
330
335
9+50 10+00
31
7
.
7
2
31
5
.
7
2
10+50
31
8
.
5
4
31
5
.
6
9
11+00
31
8
.
5
6
31
6
.
1
9
11+50
31
4
.
0
8
31
6
.
6
9
12+00
30
8
.
7
4
31
7
.
1
8
12+50
30
9
.
2
2
31
7
.
6
8
13+00
30
9
.
7
0
31
8
.
1
8
13+50
30
9
.
1
2
31
8
.
5
2
14+00
30
7
.
7
9
31
8
.
5
4
14+50
31
2
.
4
1
31
8
.
2
2
15+00
31
4
.
6
8
31
7
.
7
2
15+50
31
6
.
4
1
31
7
.
1
9
16+00
31
5
.
5
7
31
5
.
8
1
16+50
31
4
.
2
1
31
3
.
4
1
17+00
31
5
.
3
2
31
0
.
9
1
17+50
31
7
.
6
3
30
8
.
4
2
18+00
31
8
.
4
9
30
5
.
9
2
18+50
31
6
.
0
6
30
3
.
4
2
19+00
31
1
.
2
0
30
0
.
9
2
19+50
30
7
.
1
1
29
8
.
4
3
20+00
30
2
.
5
0
29
6
.
5
6
20+50 21+00
EXISTING GRADE
PROPOSED GRADE
8" DIP
WATER
MAIN6" C900 PVC
RECLAIM
WATERLINE
MH

8
7
ST
A
:

3
4
+
4
9
.
8
3
,
RI
M
:

2
9
5
.
7
0
IN
V
.

O
U
T
:

2
7
6
.
6
8

(
M
H

8
6
)
IN
V
.

I
N
:

2
7
6
.
8
8

(
M
H

8
7
A
)
1.
1
0
'

R
-

4
'

D
I
A
.
CB

-

8
7
8
ST
A
:

1
9
+
8
4
.
6
8
,

1
0
.
2
6
'

R
CB

-

8
5
5
ST
A
:

1
8
+
1
2
.
2
1
,

1
0
.
3
9
'

R
CB

-

8
4
2
ST
A
:

1
0
+
6
6
.
4
1
,

1
0
.
5
7
'

R
LVC: 150.00'
AD: -1.99
K: 75.3
PVI EL: 318.95'
PVI STA: 13+77.50
HIGH PT EL: 318.57'
HIGH PT STA: 13+77.23
ST
A
:

1
3
+
0
2
.
5
0
EL
:

3
1
8
.
2
0
'
ST
A
:

1
4
+
5
2
.
5
0
EL
:

3
1
8
.
2
0
'
LVC: 80.00'
AD: -4.00
K: 20.0
PVI EL: 316.92'
PVI STA: 15+79.76
HIGH PT EL: 317.32'
HIGH PT STA: 15+39.76
ST
A
:

1
5
+
3
9
.
7
6
EL
:

3
1
7
.
3
2
'
ST
A
:

1
6
+
1
9
.
7
6
EL
:

3
1
4
.
9
2
'
PV
I

S
T
A
:

1
0
+
0
0
.
0
0
EL
:

3
1
5
.
7
2
'
PV
I

S
T
A
:

2
0
+
4
3
.
2
2
EL
:

2
9
6
.
1
4
'
PV
I

S
T
A
:

2
0
+
3
0
.
2
0
EL
:

2
9
5
.
8
7
'
ST
A
:

2
6
+
5
5
.
6
1

W
O
O
D
F
I
E
L
D

D
E
A
D

E
N
D

R
D
.
ST
A
:

1
0
+
0
0
.
0
0

A
L
L
E
Y

3

=
EL
:

3
1
5
.
7
2
'
ST
A
:

2
0
+
4
3
.
2
2

A
L
L
E
Y

3

=
EL
:

2
9
6
.
1
4
'
ST
A
:

3
4
+
7
7
.
2
0

S
T
R
E
E
T

C
12"x6" TEE WITH (2)
12" GATE VALVES
AND (1) 6" GATE
VALVE
6" DIP FIRE WATER LINE
1.5' MIN.
LVC: 78.00'
AD: 3.00
K: 26.0
PVI EL: 296.84'
PVI STA: 19+81.58
LOW PT EL: 296.06'
LOW PT STA: 20+20.58
ST
A
:

1
9
+
4
2
.
5
8
EL
:

2
9
8
.
7
9
'
ST
A
:

2
0
+
2
0
.
5
8
EL
:

2
9
6
.
0
6
'
FIRE HYDRANT
ASSEMBLY
2.08%-2.00%
-5.0
0
%
-2.08%
0.99%
-1.00%
(1)2" BOA
(1)2" GV
29
5
.
9
8
27
7
.
0
1
27
6
.
8
1
POND
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
W
W
W
R
R
R
R
R
R
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
W
150
151
128
152
145
123
146
154
147
117
177
178
172
173
174
175
176
166
109
111
112
113
110
155
153
149
148
144
142
141
140
139
138137136135134132133130129127126125124119118116
143
120 121 122
131
OPEN SPACE
167
164
163
165
115
162
NATURAL
AREA
TP
T
P
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
CB - 851
CB - 844
CB - 807
CB - 841
CB - 808
CB - 862
DI - 856
CB - 854
CB - 864
CB - 872
CB - 873
CB - 870
CB - 863
CB - 857
CB - 871
CB - 874
CB - 855
FES - 853
DI - 804
CB - 910
CB - 911
CB - 859
EXISTING POND
TO REMAIN
WETLANDS (TYP)
PRIVATE 10' ASPHALT
MULTI-USE TRAIL (TYP)
PRIVATE 30'
MULTI-USE
TRAIL
EASEMENT
(TYP)20' SCMMAE
VWDE
VILLAGE SQUARE/NEIGHBORHOOD
DISTRICT CENTER DIVIDING BOUNDARY LINE
15' SIDEWALK
EASEMENT
VWDE
PROPOSED
5' SIDEWALK (TYP)
5' SIDEWALK
EASEMENT
LE (TYP)
LE (TYP)
LE (TYP)
LE (TYP)
RETAINING WALL #8
WITH SAFETY RAILS
20' DE
PROPOSED
LIGHT POLE
(TYP)
DE
RETAINING WALL #11
WITH SAFETY RAILS
20' PDE
30' PUE
30' PUE
20' DE
LANDSCAPE
EASEMENT (TYP)
LANDSCAPE
EASEMENT
(TYP)
CB - 878
CB - 842
10+00 11+00 12+00 13+00 14+00 15+00 16+00
17+
0
0
18+
0
0
19
+
0
0
20+
0
0
20
+
4
3
.
2
2
CB - 851
JB - 805
MH 87A
MH 87
CB - 890
CB - 892
CB - 894
DI - 893
FIRE HYDRANT
ASSEMBLY
SE
C
T
I
O
N

4
SE
C
T
I
O
N

2
SE
C
T
I
O
N

1
A
SE
C
T
I
O
N

2
ALLEY 3
(25' ACCESS EASEMENT)
Revisions
K:
\
1
9
\
1
9
-
0
3
7
0
\
1
9
0
3
7
2
.
2
0
-
C
a
r
o
l
i
n
a

S
p
r
i
n
g
s

P
h
a
s
e
s

1
-
5
\
C
A
D
\
A
S
-
B
U
I
L
T
\
S
e
c
t
i
o
n

2
\
S
H
E
E
T
S
\
C
6
.
1
5
-
C
6
.
2
4

P
L
A
N

A
N
D

P
R
O
F
I
L
E
S
_
A
S
B

S
E
C
T
I
O
N

2
.
d
w
g
-
Fr
i
d
a
y
,

D
e
c
e
m
b
e
r

1
,

2
0
2
3

8
:
3
4
:
2
8

A
M
-

SM
I
T
H
,

A
L
L
I
S
O
N
Sheet No.
Designer
Drawn By
Date
Job No.
Wi
t
h
e
r
s
R
a
v
e
n
e
l
11
5

M
a
c
K
e
n
a
n

D
r
i
v
e

| C
a
r
y
,

N
C

2
7
5
1
1

| t
:

9
1
9
.
4
6
9
.
3
3
4
0

| l
i
c
e
n
s
e

#
:

F
-
1
4
7
9

| w
w
w
.
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s

[ /
K
a
n
n
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s

[ S
T
r
v
e
y
o
r
s
R
E
C
O
R
D

D
R
A
W
I
N
G
S
CA
R
O
L
I
N
A

S
P
R
I
N
G
S
P
H
A
S
E

1

S
E
C
T
I
O
N

2
HO
L
L
Y

S
P
R
I
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G
S
,

N
O
R
T
H

C
A
R
O
L
I
N
A
02190372.20
08/28/23
WR
WR
1 inch = 50 ft.
50
GRAPHIC SCALE
0 25 50 100
SCALE:
1" = 50' HORIZ.
1" = 5' VERT.
AL
L
E
Y

3

P
L
A
N

A
N
D
PR
O
F
I
L
E
C6.17
CA
R
O
L
I
N
A

S
P
R
I
N
G
S

B
O
U
L
E
V
A
R
D
(82'

P
U
B
L
I
C

R
O
W
)
AL
L
E
Y

3
(25'

A
C
C
E
S
S

E
A
S
E
M
E
N
T
)
WO
O
D
F
I
E
L
D

D
E
A
D
EN
D

R
O
A
D
(8
2
'

P
U
B
L
I
C

R
O
W
)
SCM 8
WET DETENTION POND
SE
C
T
I
O
N

2
SE
C
T
I
O
N

1
B
CA
R
O
V
A

B
E
N
D
(5
5
'

P
U
B
L
I
C

R
O
W
)
NOT PART OF
THIS PHASE
I certify that these as-builts are accurate and that each of the items listed on the Town’s “As-Built
Checklist” as contained in the Town of Holly Springs Engineering Design and Construction
Standards is provided on this set of as-built drawings (26 total sheets in this set). I certify that
all of the information provided is field-verified as-built information.
(Seal) ________________________________ ___________________
Signature Registered Land Surveyor Date
(Seal) ________________________________ ___________________
Signature by Professional Engineer Date
_____________________________________ ______________
Acceptance by Construction Inspector Date
N O R T H C A RO
L
I
N
A
C
U
R
TIS M . B L A Z IE R
PR O F E SSIO
N
A
L
E
NGI N E E R
SEAL
033840
N O R T H C A RO
L
I
N
A
B
E
N
J
A
MIN E . D A Y T ON
PR O F E SSIO
N
A
L
L
A
N
D
SU R V E Y OR
SEAL
L-4390
RECORD DRAWING NOTES:
1.THIS RECORD DRAWING SET OF PLANS IS BASED ON FIELD SURVEY PREPARED BY
WITHERSRAVENEL. INFORMATION SHOWN HEREON IS COMPRISED OF EXISTING AND
PROPOSED CONDITIONS AS ORIGINALLY APPROVED BY THE TOWN OF HOLLY SPRINGS UNLESS
OTHERWISE NOTED.
2.THE SANITARY SEWER AND STORM SEWER ASSOCIATED WITH CAROLINA SPRINGS PHASE 1,
SECTION 1A HAVE BEEN PHYSICALLY SURVEYED AND THIS PLAN REPRESENTS, TO THE BEST OF
OUR KNOWLEDGE, THE HORIZONTAL AND VERTICAL LOCATIONS OF THESE UTILITIES.
3.THE WATERLINE INFORMATION SHOWN ON THESE PLANS IS FROM PERIODIC INSPECTIONS
CONDUCTED THROUGHOUT THE CONSTRUCTION PHASE OF THE PROJECT. WITHERSRAVENEL
MAKES NO GUARANTEE OF THE SURVEYED ACCURACY OF THE WATERLINE SHOWN.
4.WITHERSRAVENEL IS NOT HELD RESPONSIBLE FOR INACCURACIES IN PLANS DUE TO SKETCHES
OR OTHER INFORMATION RECEIVED FROM CONTRACTOR(S) THAT DO NOT ACCURATELY
REFLECT FINISHED CONSTRUCTION FIELD CONDITIONS.
5. IN STREETS AND UTILITIES LOCATED IN THE TRIASSIC BASIN AS SHOWN IN TOHS DETAIL HS356
(WHERE TRIASSIC SOILS ON COMPRESSIBLE MINIATURE TRIASSIC SEDIMENTARY ROCK-LIKE MATERIAL
EXISTS) THERE WILL BE CERTAIN SPECIAL CRITERIA REQUIRED FOR ROADWAY CONSTRUCTION.
THE FOLLOWING MINIMUMS WILL BE REQUIRED OF DEVELOPERS:
1.PRE-QUALIFIED GEO-TECHNICAL FIRM APPROVED BY THE TOWN MUST BE ON SITE FULL TIME
WHILE THE UTILITIES AND ROADWAYS ARE BEING CONSTRUCTED.
2.DOCUMENTATION OF MOISTURE CONTENT, COMPACTION, DENSITY, GEOGRID DESIGN CRITERIA,
ETC. MUST BE PROVIDED TO TOWN INSPECTOR.
3.ALL ROADWAYS WILL HAVE TO BE PROOF-ROLLED AT BOTH SUB GRADE AND STONE GRADE BY
TOWN INSPECTOR AS WELL.
4.THE STANDARD ROADWAY CROSS-SECTION WILL BE WOVEN GEO-FABRIC DESIGN CRITERIA HP 270
OR EQUAL ON ENTIRE ROAD (AND MUST BE APPROVED BY THE TOWN OF HOLLY SPRINGS), 7” ABC
STONE, WITH ASPHALT COMPLETED IN STAGED CONSTRUCTION OF 2.5” I-19 ASPHALT AND 1.5”
S9.5C IN STAGE ONE AND 1.5” S9.5C FINAL OVERLAY INITIAL ONE-YEAR WARRANTY WITH AN
ADDITIONAL YEAR EXTENSION STARTING AFTER FINAL OVERLAY SHALL BE REQUIRED FOR
ROADWAYS. FOR THE EXTENDED WARRANTY PERIOD, IT WILL BE REQUIRED TO POST A BOND, LOC,
OR CASH FOR 50% OF ACTUAL COST OF ROADWAY (STORM DRAINAGE, CURB & GUTTER,
SIDEWALK AND PAVEMENT).
5.WHERE MANHOLES ARE LOCATED IN STREETS IT WILL BE REQUIRED TO HAVE SUITABLE OFF-SITE
STRUCTURAL MATERIAL OR ABC STONE TO BACKFILL AROUND EXCAVATION OF MANHOLES UP TO
SUBGRADE.
6.AN ADDITIONAL FOOT OF STONE WILL BE REQUIRED 10' EITHER SIDE OF MANHOLE FOR ENTIRE
WIDTH OF ROADWAY.
ADDITIONAL MEASURES MAY BE DEEMED NECESSARY BY THE TOWN PENDING SEVERITY OF THE SOILS.
THE PAVEMENT THICKNESS OF ANY STREET SHALL, AT A MINIMUM, EQUAL THE DESIGN SHOWN IN THE
STANDARD DETAILS SECTION OF THESE STANDARDS FOR THE VARIOUS STREET WIDTHS.
APPROVED PAVEMENT DESIGN METHODS INCLUDE THOSE AS PROPOSED BY NCDOT, THE 1986 AASHTO
GUIDELINES AND THE 1981 ASPHALT INSTITUTE MS 1 DOCUMENT.
THE AASHTO METHOD WILL REQUIRE USE OF A TERMINAL SERVICEABILITY INDEX OF 2.0 FOR
COLLECTORS AND 2.5 FOR THOROUGHFARES, SO = 0.49 FOR FLEXIBLE PAVEMENT AND SO = 0.39 FOR
RIGID PAVEMENTS, AND A RELIABILITY OF 98% FOR THOROUGHFARES AND A RELIABILITY OF 95% FOR
COLLECTORS.
ALL STREETS MAINTAINED BY THE NCDOT MUST RECEIVE APPROVAL OF THE PAVEMENT DESIGN FROM
NCDOT PRIOR TO THE BEGINNING OF CONSTRUCTION. NORMAL CROWN FOR THE PAVEMENT SECTION
SHALL BE ¼”/FOOT, EXCEPT AS APPROVED FOR SUPERELEVATED CROSS[1]SECTIONS
NOT PART OF
THIS PHASE
PLAY

L
A
W
N
W
W
W
W
R
R
R
R
R
172
272
273
274
275
270
271
SS
SS
S
S
CB - 924
CB - 918
CB - 916
CB - 910
CB - 911 CB - 925
VWDE
LE (T
Y
P
)
CB - 91710+00 11+00 12+00 13+00 14+00 14+58.88
SECTION 4
SECTION 2
PT
:

2
3
+
2
1
.
6
0
MH 89MH 89
SECTION 4
SECTION 2
ALLEY 7
280
285
290
295
300
305
310
315
320
325
330
335
280
285
290
295
300
305
310
315
320
325
330
335
9+50 10+00
29
9
.
5
2
29
6
.
6
5
10+50
30
4
.
5
8
29
7
.
1
5
11+00
30
7
.
4
8
29
8
.
7
5
11+50
30
8
.
2
2
30
0
.
9
7
12+00
31
2
.
2
7
30
3
.
2
2
12+50
31
5
.
6
5
30
5
.
4
7
13+00
31
9
.
5
5
30
7
.
7
3
13+50
32
3
.
4
6
30
9
.
9
2
14+00
32
5
.
5
8
31
1
.
2
8
14+50
32
6
.
2
6
31
2
.
1
3
15+00
EXISTING GRADE
PROPOSED GRADE
8" DIP WATER MAIN
6" C900 PVC RECLAIM WATERLINE
CB

-

9
1
0
ST
A
:

1
0
+
3
5
.
9
8
RI
M
:

2
9
7
.
1
7
IN
V
.

I
N
:

2
9
1
.
8
7

(
C
B

-

9
1
6
)
IN
V
.

I
N
:

2
8
8
.
8
7

(
C
B

-

9
1
1
)
IN
V
.

O
U
T
:

2
8
8
.
6
7

(
C
B

-

9
0
8
)
129.64

L
F

1
8
"

R
C
P
@ 3.82%
CB

-

9
1
6
ST
A
:

1
1
+
6
5
.
6
2
RI
M
:

3
0
1
.
9
9
IN
V
.

I
N
:

2
9
6
.
9
9

(
C
B

-

9
1
7
)
IN
V
.

O
U
T
:

2
9
6
.
8
2

(
C
B

-

9
1
0
)
113.63

L
F

1
8
"

R
C
P
@ 4.44
%
CB

-

9
1
8
ST
A
:

1
4
+
0
7
.
7
1
RI
M
:

3
1
3
.
5
2
IN
V
.

I
N
:

3
0
7
.
0
7

(
C
B

-

9
2
5
)
IN
V
.

O
U
T
:

3
0
6
.
8
3

(
C
B

-

9
1
7
)
CB

-

9
1
7
ST
A
:

1
2
+
7
9
.
2
5
RI
M
:

3
0
7
.
1
1
IN
V
.

I
N
:

3
0
2
.
2
6

(
C
B

-

9
1
8
)
IN
V
.

O
U
T
:

3
0
2
.
0
4

(
C
B

-

9
1
6
)
128.46
L
F

1
5
"

R
C
P
@ 3.56%
LVC: 75.00'
AD: 2.50
K: 30.0
PVI EL: 297.64'
PVI STA: 10+76.04
LOW PT EL: 296.89'
LOW PT STA: 10+38.54
ST
A
:

1
0
+
3
8
.
5
4
EL
:

2
9
6
.
8
9
'
ST
A
:

1
1
+
1
3
.
5
4
EL
:

2
9
9
.
3
3
'
LVC: 75.00'
AD: -3.17
K: 23.6
PVI EL: 310.91'
PVI STA: 13+70.66
HIGH PT EL: 311.40'
HIGH PT STA: 14+08.16
ST
A
:

1
3
+
3
3
.
1
6
EL
:

3
0
9
.
2
2
'
ST
A
:

1
4
+
0
8
.
1
6
EL
:

3
1
1
.
4
0
'
PV
I

S
T
A
:

1
0
+
0
0
.
0
0
EL
:

2
9
6
.
6
5
'
PV
I

S
T
A
:

1
4
+
4
1
.
8
8
EL
:

3
1
1
.
8
5
'
PV
I

S
T
A
:

1
4
+
5
8
.
8
8
EL
:

3
1
2
.
4
3
'
-2.08%2.00%
4.50%
1.33%3.37%
ST
A
:

1
0
+
0
0
.
0
0

A
L
L
E
Y

7

=
EL
:

2
9
6
.
6
5
'
ST
A
:

3
7
+
5
4
.
2
1

S
T
R
E
E
T

C
ST
A
:

2
2
+
3
7
.
7
7

A
L
L
E
Y

1
ST
A
:

1
4
+
5
8
.
8
3

A
L
L
E
Y

7

=
EL
:

3
1
2
.
4
2
'
Revisions
K:
\
1
9
\
1
9
-
0
3
7
0
\
1
9
0
3
7
2
.
2
0
-
C
a
r
o
l
i
n
a

S
p
r
i
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02190372.20
08/28/23
WR
WR
1 inch = 50 ft.
50
GRAPHIC SCALE
0 25 50 100
SCALE:
1" = 50' HORIZ.
1" = 5' VERT.
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)
I certify that these as-builts are accurate and that each of the items listed on the Town’s “As-Built
Checklist” as contained in the Town of Holly Springs Engineering Design and Construction
Standards is provided on this set of as-built drawings (26 total sheets in this set). I certify that
all of the information provided is field-verified as-built information.
(Seal) ________________________________ ___________________
Signature Registered Land Surveyor Date
(Seal) ________________________________ ___________________
Signature by Professional Engineer Date
_____________________________________ ______________
Acceptance by Construction Inspector Date
N O R T H C A RO
L
I
N
A
C
U
R
TIS M . B L A Z I E R
PR O F E SSIO
N
A
L
E
NGI N E E R
SEAL
033840
N O R T H C A RO
L
I
N
A
B
E
N
J A
MIN E . D A Y T ON
PR O F E SSIO
N
A
L
L
A
N
D
SU R V E YO
R
SEAL
L-4390
RECORD DRAWING NOTES:
1.THIS RECORD DRAWING SET OF PLANS IS BASED ON FIELD SURVEY PREPARED BY
WITHERSRAVENEL. INFORMATION SHOWN HEREON IS COMPRISED OF EXISTING AND
PROPOSED CONDITIONS AS ORIGINALLY APPROVED BY THE TOWN OF HOLLY SPRINGS UNLESS
OTHERWISE NOTED.
2.THE SANITARY SEWER AND STORM SEWER ASSOCIATED WITH CAROLINA SPRINGS PHASE 1,
SECTION 2 HAVE BEEN PHYSICALLY SURVEYED AND THIS PLAN REPRESENTS, TO THE BEST OF
OUR KNOWLEDGE, THE HORIZONTAL AND VERTICAL LOCATIONS OF THESE UTILITIES.
3.THE WATERLINE INFORMATION SHOWN ON THESE PLANS IS FROM PERIODIC INSPECTIONS
CONDUCTED THROUGHOUT THE CONSTRUCTION PHASE OF THE PROJECT. WITHERSRAVENEL
MAKES NO GUARANTEE OF THE SURVEYED ACCURACY OF THE WATERLINE SHOWN.
4.WITHERSRAVENEL IS NOT HELD RESPONSIBLE FOR INACCURACIES IN PLANS DUE TO SKETCHES
OR OTHER INFORMATION RECEIVED FROM CONTRACTOR(S) THAT DO NOT ACCURATELY
REFLECT FINISHED CONSTRUCTION FIELD CONDITIONS.
5. IN STREETS AND UTILITIES LOCATED IN THE TRIASSIC BASIN AS SHOWN IN TOHS DETAIL HS356
(WHERE TRIASSIC SOILS ON COMPRESSIBLE MINIATURE TRIASSIC SEDIMENTARY ROCK-LIKE MATERIAL
EXISTS) THERE WILL BE CERTAIN SPECIAL CRITERIA REQUIRED FOR ROADWAY CONSTRUCTION.
THE FOLLOWING MINIMUMS WILL BE REQUIRED OF DEVELOPERS:
1.PRE-QUALIFIED GEO-TECHNICAL FIRM APPROVED BY THE TOWN MUST BE ON SITE FULL TIME
WHILE THE UTILITIES AND ROADWAYS ARE BEING CONSTRUCTED.
2.DOCUMENTATION OF MOISTURE CONTENT, COMPACTION, DENSITY, GEOGRID DESIGN CRITERIA,
ETC. MUST BE PROVIDED TO TOWN INSPECTOR.
3.ALL ROADWAYS WILL HAVE TO BE PROOF-ROLLED AT BOTH SUB GRADE AND STONE GRADE BY
TOWN INSPECTOR AS WELL.
4.THE STANDARD ROADWAY CROSS-SECTION WILL BE WOVEN GEO-FABRIC DESIGN CRITERIA HP 270
OR EQUAL ON ENTIRE ROAD (AND MUST BE APPROVED BY THE TOWN OF HOLLY SPRINGS), 7” ABC
STONE, WITH ASPHALT COMPLETED IN STAGED CONSTRUCTION OF 2.5” I-19 ASPHALT AND 1.5”
S9.5C IN STAGE ONE AND 1.5” S9.5C FINAL OVERLAY INITIAL ONE-YEAR WARRANTY WITH AN
ADDITIONAL YEAR EXTENSION STARTING AFTER FINAL OVERLAY SHALL BE REQUIRED FOR
ROADWAYS. FOR THE EXTENDED WARRANTY PERIOD, IT WILL BE REQUIRED TO POST A BOND, LOC,
OR CASH FOR 50% OF ACTUAL COST OF ROADWAY (STORM DRAINAGE, CURB & GUTTER,
SIDEWALK AND PAVEMENT).
5.WHERE MANHOLES ARE LOCATED IN STREETS IT WILL BE REQUIRED TO HAVE SUITABLE OFF-SITE
STRUCTURAL MATERIAL OR ABC STONE TO BACKFILL AROUND EXCAVATION OF MANHOLES UP TO
SUBGRADE.
6.AN ADDITIONAL FOOT OF STONE WILL BE REQUIRED 10' EITHER SIDE OF MANHOLE FOR ENTIRE
WIDTH OF ROADWAY.
ADDITIONAL MEASURES MAY BE DEEMED NECESSARY BY THE TOWN PENDING SEVERITY OF THE SOILS.
THE PAVEMENT THICKNESS OF ANY STREET SHALL, AT A MINIMUM, EQUAL THE DESIGN SHOWN IN THE
STANDARD DETAILS SECTION OF THESE STANDARDS FOR THE VARIOUS STREET WIDTHS.
APPROVED PAVEMENT DESIGN METHODS INCLUDE THOSE AS PROPOSED BY NCDOT, THE 1986 AASHTO
GUIDELINES AND THE 1981 ASPHALT INSTITUTE MS 1 DOCUMENT.
THE AASHTO METHOD WILL REQUIRE USE OF A TERMINAL SERVICEABILITY INDEX OF 2.0 FOR
COLLECTORS AND 2.5 FOR THOROUGHFARES, SO = 0.49 FOR FLEXIBLE PAVEMENT AND SO = 0.39 FOR
RIGID PAVEMENTS, AND A RELIABILITY OF 98% FOR THOROUGHFARES AND A RELIABILITY OF 95% FOR
COLLECTORS.
ALL STREETS MAINTAINED BY THE NCDOT MUST RECEIVE APPROVAL OF THE PAVEMENT DESIGN FROM
NCDOT PRIOR TO THE BEGINNING OF CONSTRUCTION. NORMAL CROWN FOR THE PAVEMENT SECTION
SHALL BE ¼”/FOOT, EXCEPT AS APPROVED FOR SUPERELEVATED CROSS[1]SECTIONS
NOT PART OF
THIS PHASE
WOOD
S

C
R
E
E
K

R
D
L
E
L
A
N
D

C
R
E
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T
D
R
I
V
E
ICE SPORTS
COMPLEX
FUTURE
PHASE
PHASE 2
PHASE 1
VICINITY MAP
DEVELOPER/OWNER
ATTN: STEPHEN DORN
LENNAR CAROLINAS
1100 PERIMETER PARK DRIVE, SUITE 112
MORRISVILLE, NC 27560
PHONE: [phone]
EMAIL: [e-mail]
1"=500"
S
N
W E
Engineers | Planners | Surveyors
PREPARED BY:
WithersRavenel
115 MacKenan Drive | Cary, NC 27511 | t: 919.469.3340 | license #: F-1479 | www.withersravenel.com
R
PH

1
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5

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D
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2
1
9
0
3
7
2
.
2
0
EXISTING REBAR WITH CAP
NC GRID COORDINATES
NAD 83(2011)
LOCALIZATION POINT
N:702,591.86'
E:2,035,789.27'
COMBINED FACTOR = 0.999890129
NO HOLLY SPRINGS MONUMENTS LOCAL TO THE SITE
MULTIPLE OBSERVATIONS WITH VRS WERE USED TO ESTABLISH BENCHMARK
PROJECT #20-17-01
RECORD DRAWINGS FOR
CAROLINA SPRINGS
PHASE 1 SECTION 3
HOLLY SPRINGS, NORTH CAROLINA
SUBMITTAL DATE: DECEMBER 20, 2023
RECORD DRAWING NOTES:
1.THIS RECORD DRAWING SET OF PLANS IS BASED ON FIELD SURVEY PREPARED BY WITHERSRAVENEL. INFORMATION
SHOWN HEREON IS COMPRISED OF EXISTING AND PROPOSED CONDITIONS AS ORIGINALLY APPROVED BY THE TOWN
OF HOLLY SPRINGS UNLESS OTHERWISE NOTED.
2.THE SANITARY SEWER AND STORM SEWER ASSOCIATED WITH CAROLINA SPRINGS PHASE 1, SECTION 3 HAVE BEEN
PHYSICALLY SURVEYED AND THIS PLAN REPRESENTS, TO THE BEST OF OUR KNOWLEDGE, THE HORIZONTAL AND
VERTICAL LOCATIONS OF THESE UTILITIES.
3.THE WATERLINE & FORCEMAIN INFORMATION SHOWN ON THESE PLANS IS FROM PERIODIC INSPECTIONS CONDUCTED
THROUGHOUT THE CONSTRUCTION PHASE OF THE PROJECT. WITHERSRAVENEL MAKES NO GUARANTEE OF THE
SURVEYED ACCURACY OF THE WATERLINE SHOWN.
4.WITHERSRAVENEL IS NOT HELD RESPONSIBLE FOR INACCURACIES IN PLANS DUE TO SKETCHES OR OTHER
INFORMATION RECEIVED FROM CONTRACTOR(S) THAT DO NOT ACCURATELY REFLECT FINISHED CONSTRUCTION FIELD
CONDITIONS.
I certify that these as-builts are accurate and that each of the items listed on the Town’s “As-Built
Checklist” as contained in the Town of Holly Springs Engineering Design and Construction
Standards is provided on this set of as-built drawings (14 total sheets in this set). I certify that
all of the information provided is field-verified as-built information.
(Seal) ________________________________ ___________________
Signature Registered Land Surveyor Date
(Seal) ________________________________ ___________________
Signature by Professional Engineer Date
_____________________________________ ______________
Acceptance by Construction Inspector Date
N O R T H C A RO
L
I
N
A
C
U
R
TIS M . B L A Z I E R
PR O F E SSIO
N
A
L
E
NGI N E E R
SEAL
033840
INFRASTRUCTURE DATA
N O R T H C A RO
LI
N
A
B
E
N
J A
MIN E . D A Y T ON
PR O F E SSIO
N
A
L
L
A
N
D
SU R V E Y O
R
SEAL
L-4390
5. IN STREETS AND UTILITIES LOCATED IN THE TRIASSIC BASIN AS SHOWN IN TOHS DETAIL HS356 (WHERE TRIASSIC SOILS ON
COMPRESSIBLE MINIATURE TRIASSIC SEDIMENTARY ROCK-LIKE MATERIAL EXISTS) THERE WILL BE CERTAIN SPECIAL CRITERIA
REQUIRED FOR ROADWAY CONSTRUCTION.
THE FOLLOWING MINIMUMS WILL BE REQUIRED OF DEVELOPERS:
1.PRE-QUALIFIED GEO-TECHNICAL FIRM APPROVED BY THE TOWN MUST BE ON SITE FULL TIME WHILE THE UTILITIES AND
ROADWAYS ARE BEING CONSTRUCTED.
2.DOCUMENTATION OF MOISTURE CONTENT, COMPACTION, DENSITY, GEOGRID DESIGN CRITERIA, ETC. MUST BE PROVIDED
TO TOWN INSPECTOR.
3.ALL ROADWAYS WILL HAVE TO BE PROOF-ROLLED AT BOTH SUB GRADE AND STONE GRADE BY TOWN INSPECTOR AS
WELL.
4.THE STANDARD ROADWAY CROSS-SECTION WILL BE WOVEN GEO-FABRIC DESIGN CRITERIA HP 270 OR EQUAL ON ENTIRE
ROAD (AND MUST BE APPROVED BY THE TOWN OF HOLLY SPRINGS), 7” ABC STONE, WITH ASPHALT COMPLETED IN
STAGED CONSTRUCTION OF 2.5” I-19 ASPHALT AND 1.5” S9.5C IN STAGE ONE AND 1.5” S9.5C FINAL OVERLAY INITIAL
ONE-YEAR WARRANTY WITH AN ADDITIONAL YEAR EXTENSION STARTING AFTER FINAL OVERLAY SHALL BE REQUIRED FOR
ROADWAYS. FOR THE EXTENDED WARRANTY PERIOD, IT WILL BE REQUIRED TO POST A BOND, LOC, OR CASH FOR 50% OF
ACTUAL COST OF ROADWAY (STORM DRAINAGE, CURB & GUTTER, SIDEWALK AND PAVEMENT).
5.WHERE MANHOLES ARE LOCATED IN STREETS IT WILL BE REQUIRED TO HAVE SUITABLE OFF-SITE STRUCTURAL MATERIAL
OR ABC STONE TO BACKFILL AROUND EXCAVATION OF MANHOLES UP TO SUBGRADE.
6.AN ADDITIONAL FOOT OF STONE WILL BE REQUIRED 10' EITHER SIDE OF MANHOLE FOR ENTIRE WIDTH OF ROADWAY.
ADDITIONAL MEASURES MAY BE DEEMED NECESSARY BY THE TOWN PENDING SEVERITY OF THE SOILS.
THE PAVEMENT THICKNESS OF ANY STREET SHALL, AT A MINIMUM, EQUAL THE DESIGN SHOWN IN THE STANDARD DETAILS
SECTION OF THESE STANDARDS FOR THE VARIOUS STREET WIDTHS.
APPROVED PAVEMENT DESIGN METHODS INCLUDE THOSE AS PROPOSED BY NCDOT, THE 1986 AASHTO GUIDELINES AND THE
1981 ASPHALT INSTITUTE MS 1 DOCUMENT.
THE AASHTO METHOD WILL REQUIRE USE OF A TERMINAL SERVICEABILITY INDEX OF 2.0 FOR COLLECTORS AND 2.5 FOR
THOROUGHFARES, SO = 0.49 FOR FLEXIBLE PAVEMENT AND SO = 0.39 FOR RIGID PAVEMENTS, AND A RELIABILITY OF 98% FOR
THOROUGHFARES AND A RELIABILITY OF 95% FOR COLLECTORS.
ALL STREETS MAINTAINED BY THE NCDOT MUST RECEIVE APPROVAL OF THE PAVEMENT DESIGN FROM NCDOT PRIOR TO THE
BEGINNING OF CONSTRUCTION. NORMAL CROWN FOR THE PAVEMENT SECTION SHALL BE ¼”/FOOT, EXCEPT AS APPROVED
FOR SUPERELEVATED CROSS[1]SECTIONS
INDEX OF SHEETS
COVER
EXISTING CONDITIONS
OVERALL SITE PLAN
SITE PLAN
SITE PLAN
SITE PLAN
SITE PLAN
SITE PLAN
OPEN SPACE PLAN & DETAILS
SIGNING AND MARKING PLAN
OVERALL UTILITY PLAN
UTILITY PLAN
UTILITY PLAN
UTILITY PLAN
UTILITY PLAN
UTILITY PLAN
OVERALL STORM DRAINAGE & GRADING PLAN
STORM DRAINAGE & GRADING PLAN
STORM DRAINAGE & GRADING PLAN
STORM DRAINAGE & GRADING PLAN
STORM DRAINAGE & GRADING PLAN
STORM DRAINAGE TABLES
GENERAL EROSION CONTROL NOTES
OVERALL PRE - EROSION CONTROL PLAN
PRE- EROSION CONTROL PLANS
OVERALL POST EROSION CONTROL PLAN
POST EROSION CONTROL PLANS
CAROLINA SPRINGS BLVD. PLAN AND PROFILE
ROADWAY PLANS AND PROFILE
ROADWAY PLANS AND PROFILE
ROADWAY PLANS AND PROFILE
ROADWAY PLANS AND PROFILE
ROADWAY PLANS AND PROFILE
NAHUNTA ROAD PLAN AND PROFILE
ROADWAY PLANS AND PROFILE
GOOSE NEST COVE PLAN AND PROFILE
ROADWAY PLANS AND PROFILE
ROADWAY PLANS AND PROFILE
ROADWAY PLANS AND PROFILE
ROADWAY PLANS AND PROFILE
ROADWAY PLANS AND PROFILE
GREENWAY PLANS AND PROFILE
SS OUTFALLS PLAN AND PROFILE
WOODS CREEK RD PLAN AND PROFILE
SCM PLAN AND DETAILS
CULVERT PLANS AND PROFILE
DETAILS
NCDEQ NCGO1 PLAN SHEET
LANDSCAPE PLANS
LANDSCAPE DETAILS
TREE PRESERVATION PLAN
TREE PRESERVATION AERIAL
SITE LIGHTING PLAN
SITE LIGHTING PLAN - NO GRID
HEADWALL & WINGS FOR 60" CULVERT STREET C, TRIB 3
HEADWALL & WINGS FOR 60" CULVERT STREET C, TRIB 3
SHT 0.0
SHT 1.0
SHT 2.0
SHT 2.1
SHT 2.2-2.4
SHT 2.5-2.7
SHT 2.8-2.9
SHT 2.10-2.11
SHT 2.12 - 2.18
SHT 2.19
SHT 3.0
SHT 3.1
SHT 3.2-3.4
SHT 3.5-3.7
SHT 3.8-3.9
SHT 3.10-3.11
SHT 4.0
SHT 4.1
SHT 4.2-4.3
SHT 4.4-4.6
SHT 4.7
SHT 4.8-4.10
SHT 5.0
SHT 5.1
SHT 5.2 - 5.8
SHT 5.9
SHT 5.10 - 5.16
SHT 6.1
SHT 6.2-6.3
SHT 6.4
SHT 6.5
SHT 6.6
SHT 6.7-6.10
SHT 6.11
SHT 6.12
SHT 6.13
SHT 6.14-6.17
SHT 6.18-6.19
SHT 6.20
SHT 6.21
SHT 6.22
SHT 6.23-6.25
SHT 6.26
SHT 6.27 - 6.28
SHT 7.0 - 7.6
SHT 7.7 - 7.9
SHT 8.0 - 8.5
SHT 8.6
SHT L1.0 - L1.9
SHT L2.0 - 2.1
SHT L3.0
SHT L3.1
SHT 21-0031A (1-3)
SHT 21-0031A-NO GRID (1-3)
S1.0 - S1.3
S2.0 - S2.1
DocuSign Envelope ID: F45C951A-0EF3-4745-8AB9-9A7821416DC7
1/16/2024
1/16/2024
W
W
W
W
W
W
W
WALL
WALL
WALL
WALL
10' PRIVATE REUSE LINE EASEMENT
per BM 2018, PG 1969
10' PRIVATE REUSE LINE EASEMENT
per BM 2018, PG 2339
1
5
'

P
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CONC SIDEWAL
K
CONC SIDEWAL
K
G
G
G
G
G
G
G
G
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
FO
FO
FO
FO
R
R
R
R
R
R
R
E
E
E
W
W
30168305.55RCP18 INV
30169306.84RCP18 INV
506260.43CMP84
30276260.76CMP INV 10'W 7.2'H 30277260.77CMP INV 10'W 7.2'H
30280260.63CMP INV 10'W 7.2'H
XX
X
X
G
G
G
G
G
G
G
G
G G G G G G G G G
G
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239
240
241
422425426423424
84
83
215
87
214
221
213
101
236
220
212
100
235
219
211
99
91
234
218
210
98
90
233
217
97
89
232
224
216
88
223
80
85
242
238
181
182
183
177
178
179
180
172
173
174
175
176
184
188 187189
169
171
150
151
128
152
145
123
146
154
147
117
202
255
287
256
272
288
204
273 274
190
346347
166
348 341342350343351344345
378 377
358
375
357
383 382 373379 361
193
262
278
194
263
279
195
264
280
196
281 282
251 259 267 275
191
252 260 268 276 284
269
285
198
254
270
286
239
240
241
242
169
171
150
151
128
152
145
123
146
154
147
117
181
182
183
177
178
179
180
172
173
174
175
176
184
188 187189
238
272
288
204
273 274
190
346347
166
348 341342350343351344345
375
357
383 382 373379 361
193
262
278
194
263
279
195
264
280
196
281 282
251 259 267 275
191
252 260 268 276 284
269
285
198
254
270
286
202
255
287
256
80
85
84
422425426423424
83
231
215
87
230
214
237
229
221
213
101
236
228
220
212
100
235
227
219
211
99
91
234
218
98
90
233
217
97
89
232
224
216
88
223
378 377
358
404 405 406 407 408 410 411 412 413 414 419418417416
7
15
8
16
9
17
10
18
3
11
19
4
12
20
5
13
22
6
14
34
42
33
40
32
39
23
38
37
36
35
41
1
2
43
46
65
73
66
67
68
76
69
70
63
64
72
45
71
79
78
81
82
86
92
93
94
95
102
103
104
105
106
107
108
109
111
112
113
114
110
387
421 384
363
356
271
245 247 248 249 258
203 197 192
186
185
155
153
149
148
144
142141140139138137136135134132133130129127126125124119118116
77
96
226
415 420
143
120 121 122 131
250 253
283277
246
225
222
390392393395396
326
327 328 329 330 331 332 333 334 335 336 337 338 339
312313314315316317318319320321322323324325
505152
21
44
24
25
26
27
28
29
30
74
75
170
168
167243
244
201 200 199
257 261 265 266
409
385389394401400399398
381 380 376 374 372 371 370 369 368 367 366 365 364 362
360
359
353 352 349 340
310
309
306
305
304
302
301
300
299
297
296
295
294
293
292
291
290
289
298
303
307
308
311
355 354
160
156
161
164
163
165
48
115
206208207 205
47
209
49
585354555657 6059 6261
158
157
159
162
397402
391 388 386
403
427428429430431435432433434436
31
SAND
VOLLEYBALL
PLAYGROUND
PLAY LAWN
POOL, +/- 3000 SF
RE: POOL PLANS BY OTHERS
TERRACE
T
320
NATURAL
AREA
SITE LEGEND:
PROPOSED BUILDING
PROPOSED POOL
CONCRETE PED. PAVING
VEHICULAR CONCRETE PAVING
CONCRETE CONTROL JOINT [TYP]
CONCRETE EXPANSION JOINT [TYP]
PEDESTRIAN PAVERS
VEHICULAR PAVERS
STANDARD ASPHALT PAVING
HEAVY DUTY ASPHALT PAVING
WASHED SAND
ENGINEERED WOOD FIBER MULCH
CONCRETE BAND (FLUSH)
TRUNCATED DOME PAVER
CURB AND GUTTER
FLUSH CURB
ADA CURB RAMP
DECORATIVE CROSSWALK
STANDARD STRIPED CROSSWALK
NO-PARKING AREA
PROPOSED SIGN
SYMBOL DESCRIPTION
S
EROSION CONTROL LEGEND:
TEMPORARY INLET PROTECTION
TEMPORARY CONSTRUCTION ENTRANCE
LIMITS OF DISTURBANCE
TEMPORARY TREE PROTECTION FENCE
TEMPORARY SILT FENCE
TEMPORARY CONCRETE WASHOUT
SYMBOL DESCRIPTIONPEDESTRIAN PAVING [PP-]
PP-01 - CONCRETE PED. PAVING
PP-02 - COLORED CONC. PED PAVING
PP-03 - PEDESTRIAN PAVERS
PP-05 - DECORATIVE GRAVEL
VEHICULAR PAVING [VP-]
VP-01 - ASPHALT VEHICULAR PAVING
VP-02 - HD ASPHALT VEHICULAR PAVING
VP-03 - CONCRETE VEHICULAR PAVING
VP-04 - VEHICULAR PAVERS
VP-06 - VEHICULAR PAVERS
CURBING [CB-]
CB-01 - 24" CURB AND GUTTER
SITE WALLS [SW-]
SW-01 - STONE RETAINING WALL
SW-02 - SEGMENTAL BLOCK RET. WALL
STAIRS/RAMPS [SR-]
SR-01 - CONCRETE STAIRS
SR-02 - ADA CURB RAMP
SR-03 - ADA SITE RAMP
FENCING [F-]
F-01 - BLACK ALUMINUM FENCING
F-02 - BLACK ALUMINUM GATE
FURNISHINGS [FR-]
FR-01 - BENCH
FR-02 - BIKE RACK
FR-03 - BIKE REPAIR STATION
FR-04 - WASTE RECEPTACLE
FR-05 - GRILL STATION
FR-06 - FIRE PIT
MISCELLANEOUS [ML-]
ML-01 - STEEL EDGING
ML-02 - PROPOSED LIGHT POLE
ML-03 - PLANT BED
ML-04 - LAWN AREA
ML-05 - CHARGING STATION
ML-06 - HANDICAP PARKING SIGN
LABELS LEGEND:
S
SITE LEGEND:
PROPOSED BUILDING
PROPOSED POOL
CONCRETE PED. PAVING
VEHICULAR CONCRETE PAVING
PEDESTRIAN PAVERS
VEHICULAR PAVERS
STANDARD ASPHALT PAVING
HEAVY DUTY ASPHALT PAVING
WASHED SAND
ENGINEERED WOOD FIBER MULCH
CONCRETE BAND (FLUSH)
TRUNCATED DOME PAVER
CURB AND GUTTER
FLUSH CURB
ADA CURB RAMP
DECORATIVE CROSSWALK
STANDARD STRIPED CROSSWALK
NO-PARKING AREA
PROPOSED SIGN
SAFETY RAILING
BLACK ALUM. FENCE
BLACK ALUM. GATE
RETAINING WALL
SITE WALL
COLUMN
VUA. LIGHT POLE
PED. LIGHT POLE
WASTE RECEPTACLE
BENCH
BIKE RACK
BIKE REPAIR STATION
TABLES
FIRE PIT
CHARCOAL GRILL
CONCRETE CORN HOLE BOARD
DECORATIVE BOLLARD
SETBACK LINE
TEMPORARY TREE PROTECTION FENCE
PROPOSED EASEMENT [RE: SITE PLAN]
FIRE LANE STRIPING
PAVEMENT DIRECTION ARROWS
SYMBOL DESCRIPTION
DRAINAGE & GRADING LEGEND:
EXISTING CONTOUR MINOR
EXISTING CONTOUR MAJOR
EXISTING CURB INLET
EXISTING CATCH BASIN
EXISTING STORM PIPE
EXISTING FLARED END SECTION
PROPOSED CONTOUR MINOR
PROPOSED CONTOUR MAJOR
PROPOSED CURB INLET
PROPOSED CATCH BASIN
PROPOSED STORM PIPE
PROPOSED FLARED END SECTION
PROPOSED RETAINING WALL
PROPOSED SILT FENCE
PROPOSED TREE PROTECTION FENCE
SYMBOL DESCRIPTION
UTILITIES LEGEND:
EXISTING WATER SERVICE METER
EXISTING BACKFLOW PREVENTOR
EXISTING PROPOSED FIRE HYDRANT
EXISTING FDC
EXISTING WATER LINE
EXISTING RECLAIMED WATER LINE
EXISTING SEWER SERVICE
EXISTING CLEAN OUT
EXISTING SANITARY SEWER LINE
EXISTING SANITARY SEWER MAN HOLE
PROPOSED WATER SERVICE METER
PROPOSED BACKFLOW PREVENTOR
PROPOSED PROPOSED FIRE HYDRANT
PROPOSED FDC
PROPOSED WATER LINE
PROPOSED RECLAIMED WATER LINE
PROPOSED SEWER SERVICE
PROPOSED CLEAN OUT
PROPOSED SANITARY SEWER LINE
PROPOSED SANITARY SEWER MAN HOLE
SYMBOL DESCRIPTION
S
S
CLUBHOUSE
POO
L

H
O
U
S
E
/
BAT
H
R
O
O
M
S
CONCRETE CONTROL JOINT [TYP]
CONCRETE EXPANSION JOINT [TYP]
KIO
S
K

1
KIO
S
K

2
WETLANDS (TYP)
30' HOLLY SPRINGS
CAFE FEAR BUFFER
WETLANDS (TYP)
EXISTING POND
TO REMAIN
DUKE ENERGY PROGRESS LLC
FORMERLY
FIRST CITIZENS BANK TRACT
(SEE DB 2086, PG. 677 & CP&L DRAWING #L-D-2581)
DUKE LAND UNIT #1183088
PIN: 0730634462
LAND USE: STATE ASSESSED
WAKE COUNTY
DUKE ENERGY PROGRESS LLC
REMAINDER OF
SONYA WILSON
DB 2260, PG. 649
PIN: 0730457251
LAND USE: VACANT
ZONING: R30
TOWN OF HOLLY SPRINGS ETJ
MARY HARRIS
DB 2260, PG. 670 & 99-E-2225
PIN: 0730545847
LAND USE: SINGLE FAMILY
ZONING: R30
TOWN OF HOLLY SPRINGS ETJ
MATTIE HARRIS HEIRS
DB 9105, PG. 2362 & 16-E-2429
PIN: 0730644708
LAND USE: VACANT
ZONING:R30
TOWN OF HOLLY SPRINGS ETJ
DELORES HORTON
DB 8201, PG. 2115
PIN: 0730652261
LAND USE: MOBILE
ZONING: R30
TOWN OF HOLLY SPRINGS ETJ
DB 12651, PG. 1128
PIN: 0730852539
LAND USE: VACANT
ZONING: SD (APEX)
TOWN OF APEX
S
R

1
1
5
4

-

W
O
O
D
S

C
R
E
E
K

R
O
A
D
(
6
0
'

P
U
B
L
I
C

R
/
W

D
B
.

9
2
6
4

P
G
.

2
9
5
)
LE
L
A
N
D

C
R
E
S
T

D
R
I
V
E
(82
'

P
U
B
L
I
C

R
O
W
)
WETLANDS (TYP)
30' HOLLY SPRINGS
CAPE FEAR BUFFER
30' HOLLY SPRINGS
CAPE FEAR BUFFER
WETLANDS
(TYP)
WETLANDS (TYP)
30' HOLLY SPRINGS
CAPE FEAR BUFFER
30' HOLLY SPRINGS
CAPE FEAR BUFFER
30' HOLLY SPRINGS
CAPE FEAR BUFFER
5
0
'

C
A
R
D
I
N
A
L

P
I
P
E
L
I
N
E

C
O
M
P
A
N
Y
,

L
L
C
&

C
A
R
D
I
N
A
L

E
X
T
E
N
S
I
O
N

C
O
M
P
A
N
Y

R
/
W
D
B

1
4
0
3
3
,

P
G
.

1
2
6
2
50' DIXIE PIPELINE C
O
M
P
A
N
Y

R
/
W
DB 2758, PG. 643
LENNAR CAROLINAS LLC
DB 17612, PG. 1928
PIN: 0730533724
LAND USE: VACANT
ZONING: PUD
TOWN OF HOLLY SPRINGS
WETLANDS (TYP)
30' HOLLY SPRINGS
CAFE FEAR BUFFER
SCM 8
WET DETENTION
POND
SCM 10
WET DETENTION
POND
25' ROW
DEDICATION
SCM 7
CONSTRUCTED
WETLANDS
FUTURE PUMP STATION #2
(FINAL LOCATION TO BE DETERMINED)
PROPOSED
BOC
BY
OTHERS
10' ASPHALT MULTI-USE
TRAIL (TYP)
LENNAR CAROLINAS LLC
DB 17612, PG. 1928
PIN: 0730533724
LAND USE: VACANT
ZONING: PUD
TOWN OF HOLLY SPRINGS
LENNAR CAROLINAS LLC
DB 17612, PG. 1928
PIN: 0730533724
LAND USE: VACANT
ZONING: PUD
TOWN OF HOLLY SPRINGS
CAPITAL PROPERTIES II LLC
DB 17612, PG. 1928
PIN: 0730842712
LAND USE: VACANT
ZONING: PUD
TOWN OF HOLLY SPRINGS
CAPITAL PROPERTIES II LLC,
LENNAR CAROLINAS LLC
DB 17612, PG. 1928
PIN: 0730834534
LAND USE: VACANT
ZONING: PUD
TOWN OF HOLLY SPRINGS
CAROLINA SPRINGS BOULEVARD
(82' PUBLIC ROW)
CARO
L
I
N
A

S
P
R
I
N
G
S

B
O
U
L
E
V
A
R
D
(82' P
U
B
L
I
C

R
O
W
)
EXISTING EOP
EXISTING
12 OAKS
SUBDIVISION
50' DIXIE PIPEL
I
N
E

C
O
M
P
A
N
Y

R
/
W
DB 2758, PG. 64
3
SCM 6
CONSTRUCTED
WETLANDS
SCM 12
WET DETENTION
POND
SCM 9
WET DETENTION POND
WETLANDS (TYP)
FUTURE AMENITY SITE
FUTURE
TOWN PARK AREA
25 AC
(TO BE DEDICATED)
CAROLINA SPRINGS BOULEVARD
(55' PUBLIC ROW)
FUTURE ROAD
EXTENSION (BY OTHERS)
W
O
O
D
F
I
E
L
D

D
E
A
D

E
N
D
R
O
A
D

(
8
2
'

P
U
B
L
I
C

R
O
W
)
PROJECT
LIMITS
S
R

1
1
5
4

-

W
O
O
D
S

C
R
E
E
K

R
O
A
D
(
E
X
I
S
T
I
N
G

6
0
'

P
U
B
L
I
C

R
/
W

D
B

9
2
6
4

P
G

2
9
5
)
AL
L
E
Y

8
(2
5
'

A
C
C
E
S
S
EA
S
E
M
E
N
T
)
FAIRPORT LANE
(51' PUBLIC R/W)
FAIRPORT LANE
(25' ACCESS EASEMENT)
AL
L
E
Y

5
(2
5
'

A
C
C
E
S
S

E
A
S
E
M
E
N
T
)
FLOODWAY
FEMA 100 YEAR
FLOODPLAIN
EXISTING LOCAL
100 YEAR FLOODPLAIN
PROPOSED LOCAL
100 YEAR FLOODPLAIN
VILLAGE SQUARE /
NEIGHBORHOOD
DISTRICT CENTER
DIVIDING BOUNDARY LINE
CAR
O
V
A

B
E
N
D
(55
'

P
U
B
L
I
C

R
O
W
)
C
A
R
O
V
A

B
E
N
D
(5
5
'

P
U
B
L
I
C

R
O
W
)
NA
H
U
N
T
A

R
O
A
D
(5
5
'

P
U
B
L
I
C

R
O
W
)
OL
D

F
O
R
T

D
R
I
V
E
(2
5
'

A
C
C
E
S
S

E
A
S
E
M
E
N
T
)
CALVAND
E
R

L
A
N
E
(51' PUBL
I
C

R
O
W
)
CAR
O
V
A

B
E
N
D
(55'

P
U
B
L
I
C

R
O
W
)
NAH
U
N
T
A

R
O
A
D
(55
'

P
U
B
L
I
C

R
O
W
)
OLD

F
O
R
T

D
R
I
V
E
(25
'

A
C
C
E
S
S

E
A
S
E
M
E
N
T
)
NA
H
U
N
T
A

R
O
A
D
(5
5
'

P
U
B
L
I
C

R
O
W
)
OL
D

F
O
R
T

D
R
I
V
E
(2
5
'

A
C
C
E
S
S

E
A
S
E
M
E
N
T
)
BR
I
C
E
S

C
R
E
E
K

L
A
N
E
(5
5
'

P
U
B
L
I
C

R
O
W
)
DEERCROFT DRIVE
(55' PUBLIC ROW)DEER CROFT DRIVE
(55' PUBLIC ROW)
AL
L
E
Y

2
(2
5
'

A
C
C
E
S
S

E
A
S
E
M
E
N
T
)
ALLEY 3
(25' ACCESS EASEMENT)
RE
D

B
R
U
S
H

W
A
Y
(5
5
'

P
U
B
L
I
C

R
O
W
)
LIGHT OAK WAY
(55' PUBLIC ROW)
DEER CROFT DRIVE
(55' PUBLIC ROW)
CA
R
O
V
A

B
E
N
D
(5
5
'

P
U
B
L
I
C

R
O
W
)
BL
U
E

C
L
A
Y

L
A
N
E
(VA
R
I
A
B
L
E

W
I
D
T
H

A
C
C
E
S
S

E
A
S
E
M
E
N
T
)
WETLANDS (TYP)
ALLEY 1
(25' ACCESS EASEMENT)ALLEY 1
(25' ACCESS EASEMENT)
FUTURE PHASE
FUTURE PHASE
PUD BOUNDARY
PUD BOUNDARY
POCKET PARK 1
HHI TRINITY APEX INVESTMENTS LLC
DB 12651 PG 1128
PIN: 0730852539
POCKET PARK 2
PUD BOUNDARY
ALLEY 11
(25' ACCESS EASEMENT)
SEE SEPARATE PLAN SET
FOR PUMP STATION #1
TOHS# 17-29-PSS
AL
L
E
Y

9
(2
5
'

A
C
C
E
S
S
EA
S
E
M
E
N
T
)
AL
L
E
Y

9
(2
5
'

A
C
C
E
S
S
EA
S
E
M
E
N
T
)
EXISTING
PROPERTY LINE
WETLANDS (TYP)
SEE SEPARATE CAROLINA SPRINGS BLVD.
PLAN SET FOR MORE INFORMATION SHOWN
FOR REFERENCE ONLY
FLOODWAY
EXISTING
PROPERTY LINE
EXISTING
PROPERTY LINE
PROJECT LIMITS
PROPOSED
PROPERTY LINE
ALLEY 10
(35' ACCESS EASEMENT)
DUKE ENERGY PROGRESS INC
DB 15289 PG 2437
PIN 0730712692
FUTURE VILLAGE
SQUARE EAST 30' HOLLY SPRINGS
CAPE FEAR BUFFER
WETLANDS (TYP)
ALL
E
Y

6
(25'
A
C
C
E
S
S

E
A
S
E
M
E
N
T
)
ALLEY 1
(VARIABLE WIDTH ACCESS EASEMENT)
SCM #9
50' DIXIE PIPELINE COMPANY R/W
DB 2758, PG. 643
50' DIXIE PIPEL
I
N
E

C
O
M
P
A
N
Y

R
/
W
DB 2758, PG. 64
3
Revisions
K:
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1
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1
9
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3
7
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2
4

1
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:
3
8
:
3
7

A
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-

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I
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A
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I
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O
N
Sheet No.
Designer
Drawn By
Date
Job No.
Wi
t
h
e
r
s
R
a
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e
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l
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5

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D
R
A
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I
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S
CA
R
O
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I
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A

S
P
R
I
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S
P
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A
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S
E
C
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I
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02190372.20
12/20/2023
WR
WR
1 inch = 200 ft.
200
GRAPHIC SCALE
0 100 200 400
OV
E
R
A
L
L

S
I
T
E

P
L
A
N
C2.0
GENERAL & SITE PLAN NOTES:
1.ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE TOWN OF HOLLY SPRINGS STANDARD SPECIFICATIONS
AND DETAILS.
2.BOUNDARY AND TOPOGRAPHIC INFORMATION BASED ON SURVEY BY BATEMAN AND WITHERSRAVENEL, INC.
3.WETLANDS AND RIPARIAN BUFFERS DELINEATED BY S&EC AND SURVEYED BY WITHERSRAVENEL.
4.ALL ADJOINER ZONING INFORMATION IS TOWN OF HOLLY SPRINGS ZONING UNLESS NOTED OTHERWISE.
5.CONTRACTOR SHALL LOCATE ANY AND ALL UTILITIES PRIOR TO START OF CONSTRUCTION. NOTIFY ENGINEER IN
WRITING OF ANY CONFLICTS WHICH MAY REQUIRE REVISION TO THESE PLANS.
6.EXISTING VISIBLE ABOVE-GROUND UTILITY INFORMATION BASED ON SURVEY BY WITHERSRAVENEL, INC. AND
SUPPLEMENTED OUTSIDE OF THE PROJECT BOUNDARY BY GIS LIDAR.
7.DELINEATED WETLAND AND RIPARIAN BUFFER AREAS SHALL NOT BE CLEARED, DRAINED OR OTHERWISE
DISTURBED UNLESS SPECIFICALLY PERMITTED BY THE U.S. ARMY CORPS OF ENGINEERS AND NCDENR-DWQ.
8.THE RESTRICTIVE COVENANTS FOR THE SUBDIVISION SHALL BE RECORDED AT WAKE COUNTY REGISTER OF DEEDS
PRIOR TO THE RECORDATION OF ANY LOTS.
9.CONSTRUCTION DRAWING APPROVAL IS REQUIRED BEFORE CONSTRUCTION CAN BEGIN. ALL APPLICABLE FEES
SHALL ALSO BE PAID PRIOR TO CONSTRUCTION DRAWING APPROVAL ON A SECTION BY SECTION BASIS.
10.REGULATORY FEMA MAPPED FLOODPLAINS DO NOT EXIST ON THIS SITE PER FIRM 3720064800J, DATED MAY 2, 2006.
11.TREE PROTECTION FENCING SHALL BE PROVIDED ALONG ALL VEGETATED RIPARIAN AND VEGETATED PERIMETER
BUFFER AREAS.
12.ALL ONSITE POWER LINES WILL BE PROVIDED UNDERGROUND TO DUKE ENERGY PROGRESS STANDARDS.
13.PARKS AND RECREATION FEE WILL BE FINALIZED PRIOR TO LOT RECORDING.
14.NO FILL MATERIAL MAY BE ADDED TO NRB ZONE 1 (INNER 30') AND NO STRUCTURES ARE ALLOWED WITHIN ANY OF
THE BUFFER AREAS UNLESS SPECIFICALLY PERMITTED BY THE TOWN OF HOLLY SPRINGS AND/OR NCDWQ.
15.COMMON OPEN SPACE INCLUDING LANDSCAPE BUFFER AREAS SHALL BE MAINTAINED BY HOMEOWNERS
ASSOCIATION.
16.STREET LIGHTING SHALL BE REQUIRED FOR THIS PROJECT AND BE DESIGNED AND CONSTRUCTED WITHIN
ACCORDANCE TO HOLLY SPRINGS AND DUKE ENERGY PROGRESS ENERGY POLICIES AND STANDARDS. ADJACENT
ROADWAYS WILL BE REQUIRED TO BE LIGHTED PRIOR TO THE FIRST C.O. AND INTERNAL ROADWAYS MUST BE
LIGHTED PRIOR TO STREET ACCEPTANCE FOR 1 YEAR WARRANTY.
17.ALL RETAINING WALLS SHALL REQUIRE A BUILDING PERMIT. WALLS GREATER THAN 4' IN HEIGHT WILL REQUIRE
ENGINEERING DESIGN APPROVAL AT CONSTRUCTION DRAWING REVIEW AS WELL AS A BUILDING PERMIT. NO
UTILITIES SHALL CONFLICT WITH STRUCTURAL REINFORCEMENT OF THE WALL.
18.LOCATION OF STREET TREES AND STREET LIGHTING WILL BE FIELD-COORDINATED BY THE DEVELOPER TO
ELIMINATE CONFLICTS.
19.INTERNAL ROADWAYS MUST BE LIGHTED PRIOR TO FIRST CO AND ALLADJACENT ROADWAYS WILL BE REQUIRED TO
BE LIGHTED PRIOR TO STREET ACCEPTANCE FOR 1-YEAR WARRANTY.
20.ALL NEW UTILITY LINES(POWER, CABLE, ETC.) MUST BE UNDERGROUND.
SECTION 1B
SECTION 2
SECTION 3
SECTION 5
SECTION 4
SECTION 1A
RECORD DRAWING NOTES:
1.THIS RECORD DRAWING SET OF PLANS IS BASED ON FIELD SURVEY PREPARED BY
WITHERSRAVENEL. INFORMATION SHOWN HEREON IS COMPRISED OF EXISTING AND
PROPOSED CONDITIONS AS ORIGINALLY APPROVED BY THE TOWN OF HOLLY SPRINGS UNLESS
OTHERWISE NOTED.
2.THE SANITARY SEWER AND STORM SEWER ASSOCIATED WITH CAROLINA SPRINGS PHASE 1,
SECTION 3 HAVE BEEN PHYSICALLY SURVEYED AND THIS PLAN REPRESENTS, TO THE BEST OF
OUR KNOWLEDGE, THE HORIZONTAL AND VERTICAL LOCATIONS OF THESE UTILITIES.
3.THE WATERLINE INFORMATION SHOWN ON THESE PLANS IS FROM PERIODIC INSPECTIONS
CONDUCTED THROUGHOUT THE CONSTRUCTION PHASE OF THE PROJECT. WITHERSRAVENEL
MAKES NO GUARANTEE OF THE SURVEYED ACCURACY OF THE WATERLINE SHOWN.
4.WITHERSRAVENEL IS NOT HELD RESPONSIBLE FOR INACCURACIES IN PLANS DUE TO SKETCHES
OR OTHER INFORMATION RECEIVED FROM CONTRACTOR(S) THAT DO NOT ACCURATELY
REFLECT FINISHED CONSTRUCTION FIELD CONDITIONS.
I certify that these as-builts are accurate and that each of the items listed on the Town’s “As-Built
Checklist” as contained in the Town of Holly Springs Engineering Design and Construction
Standards is provided on this set of as-built drawings (14 total sheets in this set). I certify that
all of the information provided is field-verified as-built information.
(Seal) ________________________________ ___________________
Signature Registered Land Surveyor Date
(Seal) ________________________________ ___________________
Signature by Professional Engineer Date
_____________________________________ ______________
Acceptance by Construction Inspector Date
N O R T H C A RO
L
I
N
A
C
U
R
TIS M . B L A Z I E R
PR O F E SSIO
N
A
L
E
NGI N E E R
SEAL
033840
N O R T H C A RO
L
I
N
A
B
E
N
J
A
MIN E . D A Y T ON
PR O F E SSIO
N
A
L
L
A
N
D
SU R V E Y O
R
SEAL
L-4390
5. IN STREETS AND UTILITIES LOCATED IN THE TRIASSIC BASIN AS SHOWN IN TOHS DETAIL HS356
(WHERE TRIASSIC SOILS ON COMPRESSIBLE MINIATURE TRIASSIC SEDIMENTARY ROCK-LIKE MATERIAL
EXISTS) THERE WILL BE CERTAIN SPECIAL CRITERIA REQUIRED FOR ROADWAY CONSTRUCTION.
THE FOLLOWING MINIMUMS WILL BE REQUIRED OF DEVELOPERS:
1.PRE-QUALIFIED GEO-TECHNICAL FIRM APPROVED BY THE TOWN MUST BE ON SITE FULL TIME
WHILE THE UTILITIES AND ROADWAYS ARE BEING CONSTRUCTED.
2.DOCUMENTATION OF MOISTURE CONTENT, COMPACTION, DENSITY, GEOGRID DESIGN CRITERIA,
ETC. MUST BE PROVIDED TO TOWN INSPECTOR.
3.ALL ROADWAYS WILL HAVE TO BE PROOF-ROLLED AT BOTH SUB GRADE AND STONE GRADE BY
TOWN INSPECTOR AS WELL.
4.THE STANDARD ROADWAY CROSS-SECTION WILL BE WOVEN GEO-FABRIC DESIGN CRITERIA HP 270
OR EQUAL ON ENTIRE ROAD (AND MUST BE APPROVED BY THE TOWN OF HOLLY SPRINGS), 7” ABC
STONE, WITH ASPHALT COMPLETED IN STAGED CONSTRUCTION OF 2.5” I-19 ASPHALT AND 1.5”
S9.5C IN STAGE ONE AND 1.5” S9.5C FINAL OVERLAY INITIAL ONE-YEAR WARRANTY WITH AN
ADDITIONAL YEAR EXTENSION STARTING AFTER FINAL OVERLAY SHALL BE REQUIRED FOR
ROADWAYS. FOR THE EXTENDED WARRANTY PERIOD, IT WILL BE REQUIRED TO POST A BOND, LOC,
OR CASH FOR 50% OF ACTUAL COST OF ROADWAY (STORM DRAINAGE, CURB & GUTTER,
SIDEWALK AND PAVEMENT).
5.WHERE MANHOLES ARE LOCATED IN STREETS IT WILL BE REQUIRED TO HAVE SUITABLE OFF-SITE
STRUCTURAL MATERIAL OR ABC STONE TO BACKFILL AROUND EXCAVATION OF MANHOLES UP TO
SUBGRADE.
6.AN ADDITIONAL FOOT OF STONE WILL BE REQUIRED 10' EITHER SIDE OF MANHOLE FOR ENTIRE
WIDTH OF ROADWAY.
ADDITIONAL MEASURES MAY BE DEEMED NECESSARY BY THE TOWN PENDING SEVERITY OF THE SOILS.
THE PAVEMENT THICKNESS OF ANY STREET SHALL, AT A MINIMUM, EQUAL THE DESIGN SHOWN IN THE
STANDARD DETAILS SECTION OF THESE STANDARDS FOR THE VARIOUS STREET WIDTHS.
APPROVED PAVEMENT DESIGN METHODS INCLUDE THOSE AS PROPOSED BY NCDOT, THE 1986 AASHTO
GUIDELINES AND THE 1981 ASPHALT INSTITUTE MS 1 DOCUMENT.
THE AASHTO METHOD WILL REQUIRE USE OF A TERMINAL SERVICEABILITY INDEX OF 2.0 FOR
COLLECTORS AND 2.5 FOR THOROUGHFARES, SO = 0.49 FOR FLEXIBLE PAVEMENT AND SO = 0.39 FOR
RIGID PAVEMENTS, AND A RELIABILITY OF 98% FOR THOROUGHFARES AND A RELIABILITY OF 95% FOR
COLLECTORS.
ALL STREETS MAINTAINED BY THE NCDOT MUST RECEIVE APPROVAL OF THE PAVEMENT DESIGN FROM
NCDOT PRIOR TO THE BEGINNING OF CONSTRUCTION. NORMAL CROWN FOR THE PAVEMENT SECTION
SHALL BE ¼”/FOOT, EXCEPT AS APPROVED FOR SUPERELEVATED CROSS[1]SECTIONS
DocuSign Envelope ID: F45C951A-0EF3-4745-8AB9-9A7821416DC7
1/16/2024
1/16/2024
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
G
80
85
84
83
87
237
236
235
91
234
90
233
89
232
88
15
16
9
17
10
18
11
19
12
20
13
22
14
46
65
73
66
67
68
76
69
70
63
64
72
45
71
79
78
81
82
86
92
77
505152
21
74
75
5
0
'
115'
50
'
115'
50
'
115'
5
0
'
115'
5
0
'
115'
50
'
115'
50
'
115'
5
0
'
115'
50
'
115'
5
0
'
115'
5
0
'
50
'
116'
7
3
'
7'
7'
2
6
'
1
2
'
115'
6
0
'
0
'
4
8
'
115'
3
3
'
1
4
'
1
4
'
4
9
'
7
5
'
115'
5
0
'
13
0
'
24'
39
'
31
'
7
5
'
54'
13
0
'
40'
40'
13
0
'
50'
50'50'
13
0
'
50'
13
0
'
35'
31'
13
0
'
36'
36'
13
0
'
29'
30'27'
13
0
'
22'
40
'
125'
40
'
128'
40
'
125'
29
'
30
'
41
'
117'
46
'
18
'
39
'
1'
115'
40
'
57
'
12'86'
2
8
'
42
'
47
'
115'
32
'
28'
86'
12'
40
'
115'
40
'
40
'
115'
40
'
115'
40
'
115'
40
'
40
'
115'
40
'
67'
115'
40
'
115'
67'
115'
40
'
39'
20
'
32
'
41
'
37
'
3'
115'
34
'
20
'
3
9
'
112'
40
'
67'
103'
40
'
115'
40
'
115'
40
'
40
'
40
'
115'
21
'
3
9
'
67'
33
'
115'
67'
39'
115'
20
'
34
'
115'
40
'
40
'
115'
40
'
40
'
85'
19
'
39'
57'
1
3
'
32
'
22
'
85'
22
'
22
'
85'
22
'
22
'
85'
22
'
22
'
85'
22
'
27
'
86'
21
'
6'
89'27
'
27
'
86'
85'
39
'
13
'
57'
39'
26
'
22
'
85'
22
'
22
'
85'
22
'
22
'
85'
22
'
22
'
85'
22
'
27
'
85'
27
'
28'22'22'
48
29'29'22'29'26'19'25'
47
85
'
85
'
28'22'22'29'29'22'29'26'19'25'
85
'
85
'
85
'
85
'
85
'
85
'
85
'
85
'
85
'
585354555657 6059 6261
49
19'10'
67'
9'
33
'
20'
19
'
10'
40
'
40
'
40
'
2
0
'
10'
40
'
40
'
T
CLUBHOUSE
10+
0
0
11+
0
0
12
+
0
0
13
+
0
0
14
+
0
0
15
+
0
0
16
+
0
0
17
+
0
0
18
+
0
0
19
+
0
0
20
+
0
0
21
+
0
0
PI:
1
0
+
0
0
.
0
0
PC
:

1
1
+
0
8
.
4
2
PC: 20+51.04
PT: 12+62.00
23+71.62
10+00 11+00
12+00
13+00 14+00 15+00 16+00
17+00
18+00
19+00 20+00 21+00 22+00 23+00
PC: 15+07.22
PC: 17+89.14
P
T
:

1
6
+
5
6
.
4
5
PT: 19+10.22
2
6
+
0
0
2
7
+
0
0
2
8
+
0
0
29
+
0
0
30
+
0
0
31
+
0
0
PC: 24+83.96
PC: 30+64.95
PC: 28+22.70
PC: 2
6
+
4
2
.
8
2
PT: 28+80.06
PT: 27+17.33
19
+
0
7
.
8
5
17
+
0
0
18
+
0
0
19
+
0
0
LE
L
A
N
D

C
R
E
S
T
DR
I
V
E
(8
2
'

P
U
B
L
I
C

R
O
W
)
CA-RL
FR-RL
ST-2C
DE-FL
FA-RL
FA-RL
CO-RL
CO-RL
CO-RL
CO-RL
CO-RL
CO-RL
CO-RL
CO-RL
CO-RL
CO-RL
CO-RL
CO-RL
CO-RL
CO-RL
CO-RL
CO-RL
CO-RL
CO-RL
CO-RL
CO-RL
CO-RL
CO-RL
CL-2C
CL-2C
CL-2C
CL-2C
CL-2C
CL-2C
CL-2C
CL-2C
CO-RL
CL-2C
CL-2C
CL-2C
CL-2C
CL-2C
CL-2C
EM-FL
ST-2C ST-2C ST-2C
LE
L
A
N
D

C
R
E
S
T

D
R
I
V
E
(8
2
'

P
U
B
L
I
C

R
O
W
)
10
+
0
0
11
+
0
0
12
+
0
0
PC: 12+05.27
10+0
0
11+0
0
PI:

1
0
+
0
0
.
0
0
PI:

1
1
+
2
2
.
5
0
10
+
0
0
11
+
0
0
11
+
5
0
.
2
6
10
+
0
0
11
+
0
0
12
+
0
0
13
+
0
0
PI: 10+00.00
PI: 12+97.02
10
+
0
0
11
+
0
0
12+00 13+00 14+00
PC: 10+87.43
PT: 11+43.19
18
+
7
3
.
7
2
10
+
0
0
11
+
0
0
12
+
0
0
13
+
0
0
14
+
0
0
15
+
0
0
16
+
0
0
17
+
0
0
18
+
0
0
PC:
1
1
+
1
3
.
7
2
PT: 11+64.81
L4
C2
L5
L
1
0
C
8
L
1
1
C
9
L1
2
L18 C13
L19
C14
L20
L2
2
L3
3
L3
6
C2
0
L3
7
L38
L4
0
L4
1
L4
2
C21
L43
PROPOSED STREET
LIGHT (TYP.)
GREENWAY ENTRANCE PER
DETAIL HS341, SEE SHEET C8.1
GREENWAY ENTRANCE PER
DETAIL HS341, SEE SHEET C8.1
GREENWAY
ENTRANCE PER
DETAIL HS341,
SEE SHEET C8.1
GREENWAY ENTRANCE PER
DETAIL HS341, SEE SHEET C8.1
GREENWAY ENTRANCE
PER DETAIL HS341, SEE
SHEET C8.1
FUTURE
TOWN PARK
+/- 25 ACRES
DE
20' DE
20' PDE
20' PDE
SR 1154 - W
O
O
D

C
R
E
E
K

R
O
A
D
PROPOSED MONUMENT
EASEMENT
VWDE
FR-RL
TEMPORARY BORE PIT AREA
G G G G G G G G G G G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
FM
FM
FM
FM
FM
F
M
F
M
FM
SECTION

1
A
SE
C
T
I
O
N

1
B
P
H
A
S
E

1
A
SE
C
T
I
O
N

1
A
SE
C
T
I
O
N

1
B
SECTION

1
A
SECTION 1B
SE
C
T
I
O
N

1
B
P
H
A
S
E

1
A
SE
C
T
I
O
N

1
A
SE
C
T
I
O
N

1
B
SECTION

1
A
SE
C
T
I
O
N

1
B
P
H
A
S
E

1
A
SE
C
T
I
O
N

1
A
SE
C
T
I
O
N

1
B
SECTION 1B
SECTION

1
A
SECTION 3
SE
C
T
I
O
N

1
B
S
E
C
T
I
O
N

1
A
SE
C
T
I
O
N

1
A
SE
C
T
I
O
N

1
B
SECTION 1B
SECTION 2
SECTION 1A
SE
C
T
I
O
N

1
B
SE
C
T
I
O
N

1
A
S
E
C
T
I
O
N

1
A
SECTION 1A
SECTION 1B
SECTION 1A
WETLANDS (TYP)
TOP OF BANK (TYP.)
30' HOLLY SPRINGS
CAFE FEAR BUFFER
30' STREETSCAPE
FUTURE
TOWN PARK
+/- 25 ACRES
PUBLIC 10' ASPHALT
MULTI-USE TRAIL (TYP)
LENNAR CAROLINAS LLC
DB 17612, PG. 1928
PIN: 0730533724
LAND USE: VACANT
ZONING: PUD
TOWN OF HOLLY SPRINGS
BOC
R=42.5'
R/W R=30'
PROPOSED
5' SIDEWALK (TYP)
50' DIXIE PIPEL
I
N
E

C
O
M
P
A
N
Y

R
/
W
DB 2758, PG. 64
3
BOC (TYP)
R=25'
R/W (TYP)
R=25'
PUBLIC 30' MULTI-USE
TRAIL EASEMENT (TYP)
BOC
R=42.5'
R/W
R=30'
PROPOSED
5' BIKE LANE
(TYP.)
PARKING (TYP.)
82'
R/W
82'
R/W
55'
R/W
47'
B-B
39'
B-B
82'
R/W
55'
R/W
31'
B-B
51'
R/W
27'
B-B
47'
B-B
31'
B-B
25' ACCESS
EASEMENT
120'
E
O
P
25' ACCESS
EASEMENT
FEMA EFFECTIVE 100 YR
FEMA EFFECTIVE FUTURE
VILLAGE SQUARE /
NEIGHBORHOOD
DISTRICT CENTER
DIVIDING BOUNDARY LINE
PROPOSED HIGH
VISIBILITY CROSSWALK (TYP.)
PROPOSED TOWN
PARK PROPERTY LINE
PROPOSED CROSSWALK
(TYP.)
PROPOSED HIGH
VISIBILITY CROSSWALK (TYP.)
51'
R/W
27'
B-B
150'
125'
FUTURE
TOWN PARK AREA
25 AC
(TO BE DEDICATED)
FUTURE PHASE
BOC (TYP)
R=25'
R/W (TYP)
R=25'
PROPOSED
5' BIKE LANE (TYP.)
BOC (TYP)
R=25'
R/W (TYP)
R=25'
BOC (TYP)
R=25'
EOP (TYP)
R=27.5'
BOC (TYP)
R=25'
R/W (TYP)
R=25'
FUTURE AMENITY SITE
R/W (TYP)
R=25'
BOC (TYP)
R=25'BOC (TYP)
R=25'
R/W (TYP)
R=25'
BOC (TYP)
R=25'
DE
POCKET PARK 1
PROPOSED
5' SIDEWALK (TYP)
PROPOSED
5' SIDEWALK (TYP)
PROPOSED
5' SIDEWALK (TYP)
SEE SHEET C2.13 FOR DETAILED
INFORMATION ON POCKET PARK 1
POCKET PARK MAY CONSIST
OF, BUT NOT LIMITED TO,
THE FOLLOWING ELEMENTS:
-BENCHES
-PICNIC TABLES
10' ASPHALT MULTI-USE
TRAIL (TYP)
20' MULTI-USE TRAIL
EASEMENT (TYP)
PHASE ONE TRAIL ENDS HERE
DE
20' DE
20' DE
125'4
3
2
8
4
6
LE (TYP)
PUBLIC 10' ASPHALT
MULTI-USE TRAIL (TYP)
PUBLIC 30' MULTI-USE
TRAIL EASEMENT (TYP)
LE (TYP)
FUTURE PUBLIC 10' ASPHALT
MULTI-USE TRAIL TO BE
CONSTRUCTED BY LENNAR
FUTURE PUBLIC 20' MULTI-USE TRAIL EASEMENT
TO BE CONSTRUCTED BY LENNAR
BOC
(TYP)
R=25'
21'
B-B
16'
EOP
21'
B-B
16'
EOP
PROPOSED TOWN
PARK PROPERTY LINE
PROPOSED TOWN
PARK PROPERTY LINE
PROPOSED TOWN
PARK PROPERTY LINE
20' DE
WETLANDS (TYP)
BOC (TYP)
R=28'
EOP (TYP)
R=30.5'
PUBLIC 10' ASPHALT
MULTI-USE TRAIL (TYP)
PUBLIC 30' MULTI-USE
TRAIL EASEMENT (TYP)
PROPOSED HIGH
VISIBILITY CROSSWALK (TYP.)
PROPOSED HIGH
VISIBILITY CROSSWALK (TYP.)
21' B
-
B
SEE ROADWAY SECTION
"CROSS-SECTION G" ON SHEET C8.0
SEE ROADWAY SECTION
"CROSS-SECTION B AND B1"
ON SHEET C8.0
SEE ROADWAY SECTION
"CROSS-SECTION F" ON SHEET C8.0
SEE ROADWAY SECTION
"CROSS-SECTION G" ON SHEET C8.0
SEE ROADWAY SECTION
"CROSS-SECTION C" ON SHEET C8.0
SEE ROADWAY SECTION
"CROSS-SECTION E" ON SHEET C8.0
21'
B-B
16'
EOP
21'
B-B
16'
EOP
21'
B-B
16'
EOP
21'
B-B
16'
EOP
BOC (TYP)
R=25'
FAIRPORT LANE
CALVANDER LANE
(51' PUBLIC ROW)
C
A
R
O
V
A

B
E
N
D
(
5
5
'

P
U
B
L
I
C

R
O
W
)
CALVANDER L
A
N
E
(51' PUBLIC R
O
W
)
AL
L
E
Y

5
(2
5
'

A
C
C
E
S
S

E
A
S
E
M
E
N
T
)
AL
L
E
Y

5
(2
5
'

A
C
C
E
S
S

E
A
S
E
M
E
N
T
)
AL
L
E
Y

9
(2
5
'

A
C
C
E
S
S

E
A
S
E
M
E
N
T
)
AL
L
E
Y

9
(2
5
'

A
C
C
E
S
S

E
A
S
E
M
E
N
T
)
ALLEY 10
(25' ACCESS EASEMENT)
NA
H
U
N
T
A

R
O
A
D
(5
5
'

P
U
B
L
I
C

R
O
W
)
AL
L
E
Y

8
(2
5
'

A
C
C
E
S
S

E
A
S
E
M
E
N
T
)
AL
L
E
Y

4
(2
5
'

A
C
C
E
S
S

E
A
S
E
M
E
N
T
)
LE
L
A
N
D

C
R
E
S
T

D
R
I
V
E
(8
2
'

P
U
B
L
I
C

R
O
W
)
C
A
R
O
V
A

B
E
N
D
(
5
5
'

P
U
B
L
I
C

R
O
W
)
ALL
E
Y

6
RETAINING WALL #10
WITH SAFETY RAILINGS
21'
B-B
16'
EOP
FAIRPORT LANE
51' PUBLIC
R/W
R=35.5'
TOP OF BANK
END OF ROAD BARRICADE
END OF ROAD BARRICADE
END OF ROAD BARRICADE
4 4
BOC
R=25'
BOC
R=25'BOC
R=25'BOC
R=25'
BOC
R=25'
BOC
R=25'
BOC
R=25'
BOC
R=25'
LE
(TYP)
128'
20' PDE
DECORATIVE FENCE.
SEE DETAIL HS012
ON SHEET C8.2
DETAIL HS012 ON SHEET C8.2
20' PDE
Revisions
K:
\
1
9
\
1
9
-
0
3
7
0
\
1
9
0
3
7
2
.
2
0
-
C
a
r
o
l
i
n
a

S
p
r
i
n
g
s

P
h
a
s
e
s

1
-
5
\
C
A
D
\
A
S
-
B
U
I
L
T
\
S
e
c
t
i
o
n

3
\
S
H
E
E
T
S
\
C
2
.
1
-
2
.
1
2

S
I
T
E

P
L
A
N
S
_
A
S
B
_
S
E
C
T
I
O
N

3
.
d
w
g
-
Tu
e
s
d
a
y
,

J
a
n
u
a
r
y

1
6
,

2
0
2
4

1
0
:
4
0
:
3
1

A
M
-

SM
I
T
H
,

A
L
L
I
S
O
N
Sheet No.
Designer
Drawn By
Date
Job No.
Wi
t
h
e
r
s
R
a
v
e
n
e
l
11
5

M
a
c
K
e
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v
e

| C
a
r
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,

N
C

2
7
5
1
1

| t
:

9
1
9
.
4
6
9
.
3
3
4
0

| l
i
c
e
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s
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#
:

F
-
1
4
7
9

| w
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a
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C
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R
D

D
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A
W
I
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G
S
CA
R
O
L
I
N
A

S
P
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I
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S
P
H
A
S
E

1

S
E
C
T
I
O
N

3
HO
L
L
Y

S
P
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I
N
G
S
,

N
O
R
T
H

C
A
R
O
L
I
N
A
02190372.20
12/20/2023
WR
WR
SI
T
E

P
L
A
N
C2.2
GRAPHIC SCALE
1 inch = 50 ft.
50 0 25 50 100
SEE SHEET C2.3 FOR CONTINUATION SEE SHEET C2.6 FOR CONTINUATION
SE
E

S
H
E
E
T

C
2
.
1
0

F
O
R

C
O
N
T
I
N
U
A
T
I
O
N
LEGEND:
EXISTING WETLAND
TREE PRESERVATION AREA
30' TYPE B LANDSCAPE SCREEN - B-40
30' TYPE B LANDSCAPE SCREEN - B-75
30' TYPE B LANDSCAPE SCREEN - B-225
ABBREVIATION LEGEND
DE DRAINAGE EASEMENT (PUBLIC)
GE GREENWAY EASEMENT (PUBLIC)
PDE PRIVATE DRAINAGE EASEMENT
PGE PRIVATE GREENWAY EASEMENT
PUE PUBLIC UTILITY EASEMENT
SCMMAE SCM MAINTENANCE AND ACCESS EASEMENT
SDT SIGHT DISTANCE TRIANGLE
STE STREET TREE EASEMENT
VWDE VARIABLE WIDTH DRAINAGE EASEMENT (PUBLIC)
LE LANDSCAPE EASEMENT
SR 1154 - WO
O
D
S

C
R
E
E
K

R
O
A
D
(EXISTING 60'
P
U
B
L
I
C

R
/
W

D
B
.

9
2
6
4

P
G
.

2
9
5
)
NOT PART OF
THIS PHASE
I certify that these as-builts are accurate and that each of the items listed on the Town’s “As-Built
Checklist” as contained in the Town of Holly Springs Engineering Design and Construction
Standards is provided on this set of as-built drawings (14 total sheets in this set). I certify that
all of the information provided is field-verified as-built information.
(Seal) ________________________________ ___________________
Signature Registered Land Surveyor Date
(Seal) ________________________________ ___________________
Signature by Professional Engineer Date
_____________________________________ ______________
Acceptance by Construction Inspector Date
N O R T H C A RO
L
I
N
A
C
U
R
TIS M . B L A Z I E R
PR O F E S SIO
N
A
L
E
NGI N E E R
SEAL
033840
N O R T H C A RO
L
I
N
A
B
E
N
J
A
MIN E . D A Y T ON
PR O F E SSIO
N
A
L
L
A
N
D
SU R V E Y O
R
SEAL
L-4390
RECORD DRAWING NOTES:
1.THIS RECORD DRAWING SET OF PLANS IS BASED ON FIELD SURVEY PREPARED BY
WITHERSRAVENEL. INFORMATION SHOWN HEREON IS COMPRISED OF EXISTING AND
PROPOSED CONDITIONS AS ORIGINALLY APPROVED BY THE TOWN OF HOLLY SPRINGS UNLESS
OTHERWISE NOTED.
2.THE SANITARY SEWER AND STORM SEWER ASSOCIATED WITH CAROLINA SPRINGS PHASE 1,
SECTION 3 HAVE BEEN PHYSICALLY SURVEYED AND THIS PLAN REPRESENTS, TO THE BEST OF
OUR KNOWLEDGE, THE HORIZONTAL AND VERTICAL LOCATIONS OF THESE UTILITIES.
3.THE WATERLINE INFORMATION SHOWN ON THESE PLANS IS FROM PERIODIC INSPECTIONS
CONDUCTED THROUGHOUT THE CONSTRUCTION PHASE OF THE PROJECT. WITHERSRAVENEL
MAKES NO GUARANTEE OF THE SURVEYED ACCURACY OF THE WATERLINE SHOWN.
4.WITHERSRAVENEL IS NOT HELD RESPONSIBLE FOR INACCURACIES IN PLANS DUE TO SKETCHES
OR OTHER INFORMATION RECEIVED FROM CONTRACTOR(S) THAT DO NOT ACCURATELY
REFLECT FINISHED CONSTRUCTION FIELD CONDITIONS.
5. IN STREETS AND UTILITIES LOCATED IN THE TRIASSIC BASIN AS SHOWN IN TOHS DETAIL HS356
(WHERE TRIASSIC SOILS ON COMPRESSIBLE MINIATURE TRIASSIC SEDIMENTARY ROCK-LIKE MATERIAL
EXISTS) THERE WILL BE CERTAIN SPECIAL CRITERIA REQUIRED FOR ROADWAY CONSTRUCTION.
THE FOLLOWING MINIMUMS WILL BE REQUIRED OF DEVELOPERS:
1.PRE-QUALIFIED GEO-TECHNICAL FIRM APPROVED BY THE TOWN MUST BE ON SITE FULL TIME
WHILE THE UTILITIES AND ROADWAYS ARE BEING CONSTRUCTED.
2.DOCUMENTATION OF MOISTURE CONTENT, COMPACTION, DENSITY, GEOGRID DESIGN CRITERIA,
ETC. MUST BE PROVIDED TO TOWN INSPECTOR.
3.ALL ROADWAYS WILL HAVE TO BE PROOF-ROLLED AT BOTH SUB GRADE AND STONE GRADE BY
TOWN INSPECTOR AS WELL.
4.THE STANDARD ROADWAY CROSS-SECTION WILL BE WOVEN GEO-FABRIC DESIGN CRITERIA HP 270
OR EQUAL ON ENTIRE ROAD (AND MUST BE APPROVED BY THE TOWN OF HOLLY SPRINGS), 7” ABC
STONE, WITH ASPHALT COMPLETED IN STAGED CONSTRUCTION OF 2.5” I-19 ASPHALT AND 1.5”
S9.5C IN STAGE ONE AND 1.5” S9.5C FINAL OVERLAY INITIAL ONE-YEAR WARRANTY WITH AN
ADDITIONAL YEAR EXTENSION STARTING AFTER FINAL OVERLAY SHALL BE REQUIRED FOR
ROADWAYS. FOR THE EXTENDED WARRANTY PERIOD, IT WILL BE REQUIRED TO POST A BOND, LOC,
OR CASH FOR 50% OF ACTUAL COST OF ROADWAY (STORM DRAINAGE, CURB & GUTTER,
SIDEWALK AND PAVEMENT).
5.WHERE MANHOLES ARE LOCATED IN STREETS IT WILL BE REQUIRED TO HAVE SUITABLE OFF-SITE
STRUCTURAL MATERIAL OR ABC STONE TO BACKFILL AROUND EXCAVATION OF MANHOLES UP TO
SUBGRADE.
6.AN ADDITIONAL FOOT OF STONE WILL BE REQUIRED 10' EITHER SIDE OF MANHOLE FOR ENTIRE
WIDTH OF ROADWAY.
ADDITIONAL MEASURES MAY BE DEEMED NECESSARY BY THE TOWN PENDING SEVERITY OF THE SOILS.
THE PAVEMENT THICKNESS OF ANY STREET SHALL, AT A MINIMUM, EQUAL THE DESIGN SHOWN IN THE
STANDARD DETAILS SECTION OF THESE STANDARDS FOR THE VARIOUS STREET WIDTHS.
APPROVED PAVEMENT DESIGN METHODS INCLUDE THOSE AS PROPOSED BY NCDOT, THE 1986 AASHTO
GUIDELINES AND THE 1981 ASPHALT INSTITUTE MS 1 DOCUMENT.
THE AASHTO METHOD WILL REQUIRE USE OF A TERMINAL SERVICEABILITY INDEX OF 2.0 FOR
COLLECTORS AND 2.5 FOR THOROUGHFARES, SO = 0.49 FOR FLEXIBLE PAVEMENT AND SO = 0.39 FOR
RIGID PAVEMENTS, AND A RELIABILITY OF 98% FOR THOROUGHFARES AND A RELIABILITY OF 95% FOR
COLLECTORS.
ALL STREETS MAINTAINED BY THE NCDOT MUST RECEIVE APPROVAL OF THE PAVEMENT DESIGN FROM
NCDOT PRIOR TO THE BEGINNING OF CONSTRUCTION. NORMAL CROWN FOR THE PAVEMENT SECTION
SHALL BE ¼”/FOOT, EXCEPT AS APPROVED FOR SUPERELEVATED CROSS[1]SECTIONS
NOT PART OF
THIS PHASE
DocuSign Envelope ID: F45C951A-0EF3-4745-8AB9-9A7821416DC7
1/16/2024
1/16/2024
239
240
241
242
238
231
215
230
214
229
221
213
101
236
228
220
212
100
235
227
219
99
91
234
218
98
90
233
217
97
89
232
224
216
88
223
92
93
94
95
102
103
104
105
106
107
108
109
111
112
110
96
226
225
222
243
244
85'
22
'
85'
22
'
22
'
85'
22
'
22
'
85'
22
'
27
'
86'
21
'
6'
89'
27
'
90'
27
'
22
'
91'
22
'
22
'
91'
22
'
28
'
91'
28
'
87'
27'
85'
27'
22'
85'
11'
11'
22'
85'
22'
22'
85'
22'
22'
85'
22'
27'
85'
27'
27'
85'
27'
85'
22'
85'
22'
22'
85'
22'
14'
85'
22'
8'
27
'
88'
27'
27
'
91'
27
'
90'
22
'
91'
22
'
22
'
90'
22
'
27
'
89'
27
'
86'
27
'
85'
27
'
22
'
3'
19
'
85'
22
'
27
'
27
'
87'
27
'
89'
27
'
90'
22
'
22
'90'
22
'
22
'90'
27
'
27
'
90'
85'
14'
13'
85'
27'
85'
22'
22'
85'
22'
22'
85'
22'
22'
85'
27'
27'
85'
27'
85'
27'
85'
22'
22'
85'
22'
22'
85'
28'
9'
19'
27
'
86'
27
'
87'
22
'
2'
20
'
88'
22
'
22
'
90'
22
'
22
'
91'
22
'
22
'
92'
29
'
29
'
93'
22
'
85'
22
'
22
'
85'
22
'
22
'
85'
22
'
22
'
85'
22
'
27
'
85'
27
'
40'
11
0
'
40'
11
0
'
40'
40'
11
0
'
40'
40'
11
0
'
40'
40'
11
0
'
40'
40'
11
0
'
11
0
'
14'
26'
40'
40'
10
5
'
40
'
19'19'19'26'26'
40'
36
'
T
320
TP
TP
TP
T
P
T
P
TP
TP
TP
CLUBHOUSE
POO
L

H
O
U
S
E
/
BAT
H
R
O
O
M
S
KIO
S
K

1
KIO
S
K

2
LE
L
A
N
D

C
R
E
S
T

D
R
I
V
E

(
8
2
'

P
U
B
L
I
C

R
O
W
)
20
+
0
0
21
+
0
0
22+
0
0
23+
0
0
24+
0
0
25
+
0
0
26
+
0
0
27
+
0
0
PC: 20+51.04
PC: 24+62.12
PT
:

2
2
+
2
1
.
7
2
PT: 26+32.91
PC: 17+89.14
11
+
0
0
12
+
0
0
13+
0
0
14+
0
0
15+
0
0
16
+
0
0
17
+
0
0
18
+
0
0
PC: 14+93.36
PT
:

1
2
+
5
3
.
0
0
PT: 16+66.32
FA-RL
FA-RL
FA-RL
FA-RL
FA-RL
FA-RL
FA-RL
FA-RL
FA-RL
FA-RL
FA-RL
FA-RL
10+00
11+00
12+00
11
+
0
0
12
+
0
0
13
+
0
0
14+
0
0
15+
0
0
16+
0
0
17
+
0
0
18
+
0
0
PC: 12+05.27
PC: 16+16.34
PT
:

1
3
+
7
5
.
9
6
PT: 17+87.12
C3
L6
C4
L2
2
C1
5
L23
C1
6
L3
3
C1
8
L34
C1
9
20' PDE
CL-2C
CL-2C
CL-2C
CL-2C
CL-2C
CL-2C
CL-2C
SEC
T
I
O
N
1B
SE
C
T
I
O
N

2
SE
C
T
I
O
N

1
B
SEC
T
I
O
N
1B
SE
C
T
I
O
N

2
SE
C
T
I
O
N

1
B
SEC
T
I
O
N
1B
SE
C
T
I
O
N

2
SE
C
T
I
O
N

1
B
SEC
T
I
O
N
1B
SE
C
T
I
O
N

2
SE
C
T
I
O
N

1
B
SE
C
T
I
O
N

1
B
TOP OF BANK
PROPOSED
5' SIDEWALK (TYP)
PROPOSED HIGH
VISIBILITY CROSSWALK (TYP.)
PRIVATE 10' ASPHALT MULTI-USE
TRAIL (TYP)
PRIVATE 30' MULTI-USE
TRAIL EASEMENT (TYP)
PROPOSED
5' BIKE LANE (TYP.)
PARKING (TYP.)
2.5' VALLEY
CURB (TYP)
'30 VALLEY CURB
21'
B-B
55'
R/W
31'
B-B
55'
R/W
PROPOSED
5' SIDEWALK
(TYP)
20' PDE
20' PDE
PROPOSED HIGH
VISIBILITY CROSSWALK (TYP.)
FUTURE AMENITY SITE
FUTURE AMENITY SITE
FUTURE PHASE
PROPOSED
5' SIDEWALK (TYP)
BOOK NOOK POCKET PARK
(SEE SHEET 2.13)
VWDE
10' SIDEWALK
EASEMENT
10' SIDEWALK
EASEMENT
TYPE I NCDOT
ALTERNATE RAMP
5' SIDEWALK
EASEMENT
8
6
8
5
5
5
6
9
RETAINING WALL #6
WITH SAFETY RAILINGS
20' DE
82'
R/W
39'
B-B
30' HOLLY SPRINGS
CAPE FEAR BUFFER
7
BOC (TYP)
R=25'
BOC (TYP)
R=25'
NA
H
U
N
T
A

R
O
A
D
(5
5
'

P
U
B
L
I
C

R
O
W
)
(2
5
'

A
C
C
E
S
S

E
A
S
E
M
E
N
T
)
ALL
E
Y

4
(25
'

A
C
C
E
S
S

E
A
S
E
M
E
N
T
)
NA
H
U
N
T
A

R
O
A
D
(55
'

P
U
B
L
I
C

R
O
W
)
NA
H
U
N
T
A

R
O
A
D
(5
5
'

P
U
B
L
I
C

R
O
W
)
AL
L
E
Y

4
(2
5
'

A
C
C
E
S
S

E
A
S
E
M
E
N
T
)
LE
L
A
N
D

C
R
E
S
T

D
R
I
V
E
(8
2
'

P
U
B
L
I
C

R
O
W
)
ALLEY 3
(25' ACCESS EASEMENT)
4
4VARIABLE
WIDTH
PUE
16'
EOP
21'
B-B
10' RETAINING WALL
EASEMENT
30'
PUE
END OF ROAD BARRICADE
END OF ROAD BARRICADE
20' PDE
20' DE
Revisions
K:
\
1
9
\
1
9
-
0
3
7
0
\
1
9
0
3
7
2
.
2
0
-
C
a
r
o
l
i
n
a

S
p
r
i
n
g
s

P
h
a
s
e
s

1
-
5
\
C
A
D
\
A
S
-
B
U
I
L
T
\
S
e
c
t
i
o
n

3
\
S
H
E
E
T
S
\
C
2
.
1
-
2
.
1
2

S
I
T
E

P
L
A
N
S
_
A
S
B
_
S
E
C
T
I
O
N

3
.
d
w
g
-
Tu
e
s
d
a
y
,

J
a
n
u
a
r
y

1
6
,

2
0
2
4

1
0
:
4
1
:
0
4

A
M
-

SM
I
T
H
,

A
L
L
I
S
O
N
Sheet No.
Designer
Drawn By
Date
Job No.
Wi
t
h
e
r
s
R
a
v
e
n
e
l
11
5

M
a
c
K
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,

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2
7
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1
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4
6
9
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3
3
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:

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9

| w
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C
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D

D
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A
W
I
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S
CA
R
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I
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A

S
P
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I
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G
S
P
H
A
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1

S
E
C
T
I
O
N

3
HO
L
L
Y

S
P
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I
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S
,

N
O
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T
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C
A
R
O
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I
N
A
02190372.20
12/20/2023
WR
WR
SI
T
E

P
L
A
N
C2.3
GRAPHIC SCALE
1 inch = 30 ft.
30 0 15 30 60
SEE SHEET C2.2 FOR CONTINUATION
SEE SHEET C2.4 FOR CONTINUATION
SE
E

S
H
E
E
T

C
2
.
6

F
O
R

C
O
N
T
I
N
U
A
T
I
O
N
LEGEND:
EXISTING WETLAND
TREE PRESERVATION AREA
30' TYPE B LANDSCAPE SCREEN - B-40
30' TYPE B LANDSCAPE SCREEN - B-75
30' TYPE B LANDSCAPE SCREEN - B-225
ABBREVIATION LEGEND
DE DRAINAGE EASEMENT (PUBLIC)
GE GREENWAY EASEMENT (PUBLIC)
PDE PRIVATE DRAINAGE EASEMENT
PGE PRIVATE GREENWAY EASEMENT
PUE PUBLIC UTILITY EASEMENT
SCMMAE SCM MAINTENANCE AND ACCESS EASEMENT
SDT SIGHT DISTANCE TRIANGLE
STE STREET TREE EASEMENT
VWDE VARIABLE WIDTH DRAINAGE EASEMENT (PUBLIC)
LE LANDSCAPE EASEMENT
NOT PART OF
THIS PHASE
NOT PART OF
THIS PHASE
I certify that these as-builts are accurate and that each of the items listed on the Town’s “As-Built
Checklist” as contained in the Town of Holly Springs Engineering Design and Construction
Standards is provided on this set of as-built drawings (14 total sheets in this set). I certify that
all of the information provided is field-verified as-built information.
(Seal) ________________________________ ___________________
Signature Registered Land Surveyor Date
(Seal) ________________________________ ___________________
Signature by Professional Engineer Date
_____________________________________ ______________
Acceptance by Construction Inspector Date
N O R T H C A RO
L
I
N
A
C
U
R
TIS M . B L A Z I E R
PR O F E SSIO
N
A
L
E
NGI N E E R
SEAL
033840
N O R T H C A RO
L
I
N
A
B
E
N
J
A
MIN E . D A Y T ON
PR O F E S SIO
N
A
L
L
A
N
D
SU R V E YOR
SEAL
L-4390
RECORD DRAWING NOTES:
1.THIS RECORD DRAWING SET OF PLANS IS BASED ON FIELD SURVEY PREPARED BY
WITHERSRAVENEL. INFORMATION SHOWN HEREON IS COMPRISED OF EXISTING AND
PROPOSED CONDITIONS AS ORIGINALLY APPROVED BY THE TOWN OF HOLLY SPRINGS UNLESS
OTHERWISE NOTED.
2.THE SANITARY SEWER AND STORM SEWER ASSOCIATED WITH CAROLINA SPRINGS PHASE 1,
SECTION 3 HAVE BEEN PHYSICALLY SURVEYED AND THIS PLAN REPRESENTS, TO THE BEST OF
OUR KNOWLEDGE, THE HORIZONTAL AND VERTICAL LOCATIONS OF THESE UTILITIES.
3.THE WATERLINE INFORMATION SHOWN ON THESE PLANS IS FROM PERIODIC INSPECTIONS
CONDUCTED THROUGHOUT THE CONSTRUCTION PHASE OF THE PROJECT. WITHERSRAVENEL
MAKES NO GUARANTEE OF THE SURVEYED ACCURACY OF THE WATERLINE SHOWN.
4.WITHERSRAVENEL IS NOT HELD RESPONSIBLE FOR INACCURACIES IN PLANS DUE TO SKETCHES
OR OTHER INFORMATION RECEIVED FROM CONTRACTOR(S) THAT DO NOT ACCURATELY
REFLECT FINISHED CONSTRUCTION FIELD CONDITIONS.
5. IN STREETS AND UTILITIES LOCATED IN THE TRIASSIC BASIN AS SHOWN IN TOHS DETAIL HS356
(WHERE TRIASSIC SOILS ON COMPRESSIBLE MINIATURE TRIASSIC SEDIMENTARY ROCK-LIKE MATERIAL
EXISTS) THERE WILL BE CERTAIN SPECIAL CRITERIA REQUIRED FOR ROADWAY CONSTRUCTION.
THE FOLLOWING MINIMUMS WILL BE REQUIRED OF DEVELOPERS:
1.PRE-QUALIFIED GEO-TECHNICAL FIRM APPROVED BY THE TOWN MUST BE ON SITE FULL TIME
WHILE THE UTILITIES AND ROADWAYS ARE BEING CONSTRUCTED.
2.DOCUMENTATION OF MOISTURE CONTENT, COMPACTION, DENSITY, GEOGRID DESIGN CRITERIA,
ETC. MUST BE PROVIDED TO TOWN INSPECTOR.
3.ALL ROADWAYS WILL HAVE TO BE PROOF-ROLLED AT BOTH SUB GRADE AND STONE GRADE BY
TOWN INSPECTOR AS WELL.
4.THE STANDARD ROADWAY CROSS-SECTION WILL BE WOVEN GEO-FABRIC DESIGN CRITERIA HP 270
OR EQUAL ON ENTIRE ROAD (AND MUST BE APPROVED BY THE TOWN OF HOLLY SPRINGS), 7” ABC
STONE, WITH ASPHALT COMPLETED IN STAGED CONSTRUCTION OF 2.5” I-19 ASPHALT AND 1.5”
S9.5C IN STAGE ONE AND 1.5” S9.5C FINAL OVERLAY INITIAL ONE-YEAR WARRANTY WITH AN
ADDITIONAL YEAR EXTENSION STARTING AFTER FINAL OVERLAY SHALL BE REQUIRED FOR
ROADWAYS. FOR THE EXTENDED WARRANTY PERIOD, IT WILL BE REQUIRED TO POST A BOND, LOC,
OR CASH FOR 50% OF ACTUAL COST OF ROADWAY (STORM DRAINAGE, CURB & GUTTER,
SIDEWALK AND PAVEMENT).
5.WHERE MANHOLES ARE LOCATED IN STREETS IT WILL BE REQUIRED TO HAVE SUITABLE OFF-SITE
STRUCTURAL MATERIAL OR ABC STONE TO BACKFILL AROUND EXCAVATION OF MANHOLES UP TO
SUBGRADE.
6.AN ADDITIONAL FOOT OF STONE WILL BE REQUIRED 10' EITHER SIDE OF MANHOLE FOR ENTIRE
WIDTH OF ROADWAY.
ADDITIONAL MEASURES MAY BE DEEMED NECESSARY BY THE TOWN PENDING SEVERITY OF THE SOILS.
THE PAVEMENT THICKNESS OF ANY STREET SHALL, AT A MINIMUM, EQUAL THE DESIGN SHOWN IN THE
STANDARD DETAILS SECTION OF THESE STANDARDS FOR THE VARIOUS STREET WIDTHS.
APPROVED PAVEMENT DESIGN METHODS INCLUDE THOSE AS PROPOSED BY NCDOT, THE 1986 AASHTO
GUIDELINES AND THE 1981 ASPHALT INSTITUTE MS 1 DOCUMENT.
THE AASHTO METHOD WILL REQUIRE USE OF A TERMINAL SERVICEABILITY INDEX OF 2.0 FOR
COLLECTORS AND 2.5 FOR THOROUGHFARES, SO = 0.49 FOR FLEXIBLE PAVEMENT AND SO = 0.39 FOR
RIGID PAVEMENTS, AND A RELIABILITY OF 98% FOR THOROUGHFARES AND A RELIABILITY OF 95% FOR
COLLECTORS.
ALL STREETS MAINTAINED BY THE NCDOT MUST RECEIVE APPROVAL OF THE PAVEMENT DESIGN FROM
NCDOT PRIOR TO THE BEGINNING OF CONSTRUCTION. NORMAL CROWN FOR THE PAVEMENT SECTION
SHALL BE ¼”/FOOT, EXCEPT AS APPROVED FOR SUPERELEVATED CROSS[1]SECTIONS
DocuSign Envelope ID: F45C951A-0EF3-4745-8AB9-9A7821416DC7
1/16/2024
1/16/2024
117
204
383 382 379
422425426423424
214
213
212
211
210
404 405 406 407 408 410 411 412 413 414
419418417416
111
112
113
114
110
387
421
384
245 247 248 249
119118116
415 420
120
250
246
390392393395396
OPEN SPACE
244
409
385389
394
401 400 399 398
381 380
27
'
89'
86'
27
'
85'
27
'
22
'
3'
19
'
85'
22
'
22
'
85'
22
'
36
'
15'
7
3
'
37'
29
'
85'
18
'
40'
14
'
22
'
85'
8'
27
'
27
'
87'
22
'90'
27
'
27
'
90'
40'
40'
10
5
'
10
9
'
35'
11
0
'
22'
11
1
'
22'
11
1
'
22'
11
1
'
33'
11
1
'
11
1
'
33'
11
1
'
22'
11
1
'
22'
11
1
'
22'
11
1
'
33'
11
1
'
11
1
'
33'
11
1
'
22'
11
1
'
22'
11
1
'
22'
11
1
'
22'
11
1
'
39'
37
'
49
'
44
'
4'13'
10
'
29'
89
'
19'
89
'
19'
89
'
19'
89
'
89
'
89
'
24'
89
'
24'
89
'
89
'
19'
19'
89
'
19'
89
'
19'
89
'
19'24'
89
'
89
'
24'
89
'
89
'
19'19'
89
'
89
'
19'
90
'
19'33'
11
'
1
6
'
9'
3
9
'
53
'
16'
11
'
26'
10
1
'
19'
19'
10
1
'
19'
19'
10
1
'
19'
19'
10
1
'
19'
19'
10
1
'
24'
24'
10
1
'
24'
10
1
'
24'
10
1
'
24'
19'
10
1
'
19'
19'
10
1
'
19'
19'
10
1
'
19'
19'
10
0
'
19'
24'
99
'
19'
98
'
24'
98
'
61'
17'
19'
97
'
61'
19'
96
'
61
'
19'
95
'
61
'
19'
95
'
24'
43
'
61
'
39'
10
'
11'6'
85
'
29'
85
'
29'
85
'
22'
22'
85
'
22'
22'
85
'
22'
22'19'3'
85
'
22'
85
'
19'
85
'
85
'
19'
85
'
19'
85
'
26'
85
'
26'
85
'
9'
85
'
17'
10
'
13'4'
49
'
39'
85
'
19'
19'
85
'
19'
19'
85
'
19'
19'26'
85
'
26'
85
'
26'
85
'
26'
11
0
'
11
0
'
29'
11
0
'
29'
11
0
'
19'
19'
11
0
'
19'
19'
11
0
'
19'
19'
11
0
'
19'
19'14'
4
0
'
50
'
35
'
41'
3'
44'
53
'
115
76
'
40'
206208207 205
26'
36
'
42
'
30'
6'19'19'19'26'
209
10'
10
'
27'
397
402
391 388 386
403
430 427428429431
435 432433434436
39'
17'22'22'22'22'33'33'22'22'22'33'33'22'20'2'5'17'
35'
10'
2
0
'
10'
20'
10+00
11+00
12+00
13+00
14+00
15+00
16+00
17+00
PI
:

1
5
+
5
9
.
5
2
27
+
0
0
28
+
0
0
29
+
0
0
30
+
0
0
31
+
0
0
3
2
+
0
0
PC: 31+59.91
PT: 26+32.91
PT: 32+5
4
.
1
3
10
+
0
0
11
+
0
0
PC: 10+84.49
10+00
11+00
12+00
13+00
14+00
15+00
16+00
17+00
PI
:

1
5
+
5
5
.
8
0
DE-FL
DE-FL DE-FL
CA-RL
CA-RL CA-RL
CA-RL
CA-RL
CA-RL
CA-RL CA-RL
CA-RL
FA-RL
FA-RL
FA-RL
10
+
0
0
11
+
0
0
12
+
0
0
12
+
6
8
.
9
8
10+00
11+00
12+00
13+00
14+00
15+00
16+00
17+00
PI
:

1
5
+
1
2
.
3
4
10+00
11+00
12+00
19
+
0
7
.
8
5
18
+
0
0
19
+
0
0
PT: 17+87.12
L7
C5
C1
6
L2
4
L2
6
L3
5
20' PDE
20' PDE
20' PDE
STR-FL
CL-2C
PDE
SE
C
T
I
O
N

2
SE
C
T
I
O
N

1
B
SE
C
T
I
O
N

3
SE
C
T
I
O
N

2
SE
C
T
I
O
N

1
B
SE
C
T
I
O
N

3
SE
C
T
I
O
N

2
SE
C
T
I
O
N

1
B
SE
C
T
I
O
N

3
SE
C
T
I
O
N

2
SE
C
T
I
O
N

5
SECTION 5
SECTION 3
SE
C
T
I
O
N

2
SE
C
T
I
O
N

1
B
SE
C
T
I
O
N

3
SE
C
T
I
O
N

1
B
SE
C
T
I
O
N

2
SE
C
T
I
O
N

1
B
SECTION 2
SECTION 1B
SE
C
T
I
O
N

3
SE
C
T
I
O
N

2
SE
C
T
I
O
N

4
TOP OF BANK
BOC (TYP)
R=25'
R/W (TYP)
R=25'
PROPOSED HIGH
VISIBILITY CROSSWALK (TYP.)
34' B-B
15' B-B
BOC (TYP)
R=25'
R/W (TYP)
R=25'
BOC (TYP)
R=60'
R/W (TYP)
R=46'
EXISTING EOP
TIE TO EXISTING ROAD
2.5' VALLEY
CURB (TYP)
2.5' VALLEY
CURB (TYP)
2.5' VALLEY
CURB (TYP)
R/W
39'
B-B
55'
R/W
55'
R/W
51'
R/W
55'
R/W
23'
B-B
16'
EOP
B-B
21'
B-B
55'
R/W
31'
B-B
21'
B-B
31'
B-B
27'
B-B
BOC (TYP)
R=60'
R/W (TYP)
R=46'
31'
B-B
PROPOSED
5' BIKE LANE (TYP.)
20' PDE
20' PDE
20' PDE
PROPOSED HIGH
VISIBILITY CROSSWALK (TYP.)
FUTURE PHASE
30' PERIMETER
LANDSCAPE SCREEN
R/W (TYP)
R=25'
BOC (TYP)
R=25'
R/W (TYP)
R=25'
BOC (TYP)
R=25'
R/W (TYP)
R=25'
VILLAGE SQUARE/NEIGHBORHOOD
DISTRICT CENTER DIVIDING BOUNDARY LINE
34'
EOP -EOPBOC
R=18.5'
EOP
R=20'
17'
EOP
17'
EOP
17'
EOP
17'
EOP
17'
EOP
17'
EOP
BOC (TYP)
R=25'
BOC (TYP)
R=25'
R/W (TYP)
R=25'
ST
R
E
E
T

L
(5
5
'

P
U
B
L
I
C

R
O
W
)
PROPOSED
5' SIDEWALK (TYP)
PROPOSED
5' SIDEWALK (TYP)
PROPOSED
5' SIDEWALK (TYP)
DE
BOC (TYP)
R=60'
R/W
R=40'
LE (TYP)
RETAINING WALL #6
WITH SAFETY RAILINGS
82'
R/W
BOC (TYP)
R=25'
BOC (TYP)
R=25'
BOC (TYP)
R=25'
RETAINING WALL #7
WITH SAFETY RAILINGS
CAROLINA SPRINGS BOULEVARD
(55' PUBLIC ROW)
ALLEY 1
(25' ACCESS EASEMENT)
NA
H
U
N
T
A

R
O
A
D
(5
5
'

P
U
B
L
I
C

R
O
W
)
AL
L
E
Y

4
(2
5
'

A
C
C
E
S
S

E
A
S
E
M
E
N
T
)
DEERCROFT DRIVE
(55' PUBLIC ROW)
DEER CROFT DRIVE
(55' PUBLIC ROW)
ALLEY 1
(25' ACCESS EASEMENT)
LE
L
A
N
D

C
R
E
S
T
DR
I
V
E
(8
2
'

P
U
B
L
I
C

R
O
W
)
ALLEY 3
(25' ACCESS EASEMENT)
12' EOP
PROPOSED HIGH
VISIBILITY CROSSWALK (TYP.)
PROPOSED
CROSSWALK (TYP.)
BOC (TYP)
R=25'
BOC (TYP)
R=25'
BOC (TYP)
R=25'
BOC (TYP)
R=25'
BOC (TYP)
R=60'
R/W (TYP)
R=40'
BOC (TYP)
R=25'
BOC (TYP)
R=25'
R/W (TYP)
R=25'
CAROLINA SPRINGS BOULEVARD
(82' PUBLIC ROW)
10' RETAINING WALL
EASEMENT
10' RETAINING
WALL EASEMENT
END OF ROAD BARRICADE
END OF ROAD BARRICADE
RETAINING WALL #12
WITH SAFETY RAILS
20' PDE
20' DE
Revisions
K:
\
1
9
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1
9
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3
7
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a
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2

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:
4
0
:
4
8

A
M
-

SM
I
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,

A
L
L
I
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O
N
Sheet No.
Designer
Drawn By
Date
Job No.
Wi
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R
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11
5

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02190372.20
12/20/2023
WR
WR
SI
T
E

P
L
A
N
C2.4
GRAPHIC SCALE
1 inch = 30 ft.
30 0 15 30 60
SEE SHEET C2.3 FOR CONTINUATION
SE
E

S
H
E
E
T

C
2
.
5

F
O
R

C
O
N
T
I
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U
A
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I
O
N
LEGEND:
EXISTING WETLAND
TREE PRESERVATION AREA
30' TYPE B LANDSCAPE SCREEN - B-40
30' TYPE B LANDSCAPE SCREEN - B-75
30' TYPE B LANDSCAPE SCREEN - B-225
ABBREVIATION LEGEND
DE DRAINAGE EASEMENT (PUBLIC)
GE GREENWAY EASEMENT (PUBLIC)
PDE PRIVATE DRAINAGE EASEMENT
PGE PRIVATE GREENWAY EASEMENT
PUE PUBLIC UTILITY EASEMENT
SCMMAE SCM MAINTENANCE AND ACCESS EASEMENT
SDT SIGHT DISTANCE TRIANGLE
STE STREET TREE EASEMENT
VWDE VARIABLE WIDTH DRAINAGE EASEMENT (PUBLIC)
LE LANDSCAPE EASEMENT
1
1
NOT PART OF
THIS PHASE
NOT PART OF
THIS PHASE
NOT PART OF
THIS PHASE
I certify that these as-builts are accurate and that each of the items listed on the Town’s “As-Built
Checklist” as contained in the Town of Holly Springs Engineering Design and Construction
Standards is provided on this set of as-built drawings (14 total sheets in this set). I certify that
all of the information provided is field-verified as-built information.
(Seal) ________________________________ ___________________
Signature Registered Land Surveyor Date
(Seal) ________________________________ ___________________
Signature by Professional Engineer Date
_____________________________________ ______________
Acceptance by Construction Inspector Date
N O R T H C A RO
L
I
N
A
C
U
R
TIS M . B L A Z I E R
PR O F E SSIO
N
A
L
E
NGI N E E R
SEAL
033840
N O R T H C A RO
L
I
N
A
B
E
N
J A
MIN E . D A Y T ON
PR O F E SSIO
N
A
L
L
A
N
D SU R V E YORSEAL
L-4390
RECORD DRAWING NOTES:
1.THIS RECORD DRAWING SET OF PLANS IS BASED ON FIELD SURVEY PREPARED BY
WITHERSRAVENEL. INFORMATION SHOWN HEREON IS COMPRISED OF EXISTING AND
PROPOSED CONDITIONS AS ORIGINALLY APPROVED BY THE TOWN OF HOLLY SPRINGS UNLESS
OTHERWISE NOTED.
2.THE SANITARY SEWER AND STORM SEWER ASSOCIATED WITH CAROLINA SPRINGS PHASE 1,
SECTION 3 HAVE BEEN PHYSICALLY SURVEYED AND THIS PLAN REPRESENTS, TO THE BEST OF
OUR KNOWLEDGE, THE HORIZONTAL AND VERTICAL LOCATIONS OF THESE UTILITIES.
3.THE WATERLINE INFORMATION SHOWN ON THESE PLANS IS FROM PERIODIC INSPECTIONS
CONDUCTED THROUGHOUT THE CONSTRUCTION PHASE OF THE PROJECT. WITHERSRAVENEL
MAKES NO GUARANTEE OF THE SURVEYED ACCURACY OF THE WATERLINE SHOWN.
4.WITHERSRAVENEL IS NOT HELD RESPONSIBLE FOR INACCURACIES IN PLANS DUE TO SKETCHES
OR OTHER INFORMATION RECEIVED FROM CONTRACTOR(S) THAT DO NOT ACCURATELY
REFLECT FINISHED CONSTRUCTION FIELD CONDITIONS.
5. IN STREETS AND UTILITIES LOCATED IN THE TRIASSIC BASIN AS SHOWN IN TOHS DETAIL HS356
(WHERE TRIASSIC SOILS ON COMPRESSIBLE MINIATURE TRIASSIC SEDIMENTARY ROCK-LIKE MATERIAL
EXISTS) THERE WILL BE CERTAIN SPECIAL CRITERIA REQUIRED FOR ROADWAY CONSTRUCTION.
THE FOLLOWING MINIMUMS WILL BE REQUIRED OF DEVELOPERS:
1.PRE-QUALIFIED GEO-TECHNICAL FIRM APPROVED BY THE TOWN MUST BE ON SITE FULL TIME
WHILE THE UTILITIES AND ROADWAYS ARE BEING CONSTRUCTED.
2.DOCUMENTATION OF MOISTURE CONTENT, COMPACTION, DENSITY, GEOGRID DESIGN CRITERIA,
ETC. MUST BE PROVIDED TO TOWN INSPECTOR.
3.ALL ROADWAYS WILL HAVE TO BE PROOF-ROLLED AT BOTH SUB GRADE AND STONE GRADE BY
TOWN INSPECTOR AS WELL.
4.THE STANDARD ROADWAY CROSS-SECTION WILL BE WOVEN GEO-FABRIC DESIGN CRITERIA HP 270
OR EQUAL ON ENTIRE ROAD (AND MUST BE APPROVED BY THE TOWN OF HOLLY SPRINGS), 7” ABC
STONE, WITH ASPHALT COMPLETED IN STAGED CONSTRUCTION OF 2.5” I-19 ASPHALT AND 1.5”
S9.5C IN STAGE ONE AND 1.5” S9.5C FINAL OVERLAY INITIAL ONE-YEAR WARRANTY WITH AN
ADDITIONAL YEAR EXTENSION STARTING AFTER FINAL OVERLAY SHALL BE REQUIRED FOR
ROADWAYS. FOR THE EXTENDED WARRANTY PERIOD, IT WILL BE REQUIRED TO POST A BOND, LOC,
OR CASH FOR 50% OF ACTUAL COST OF ROADWAY (STORM DRAINAGE, CURB & GUTTER,
SIDEWALK AND PAVEMENT).
5.WHERE MANHOLES ARE LOCATED IN STREETS IT WILL BE REQUIRED TO HAVE SUITABLE OFF-SITE
STRUCTURAL MATERIAL OR ABC STONE TO BACKFILL AROUND EXCAVATION OF MANHOLES UP TO
SUBGRADE.
6.AN ADDITIONAL FOOT OF STONE WILL BE REQUIRED 10' EITHER SIDE OF MANHOLE FOR ENTIRE
WIDTH OF ROADWAY.
ADDITIONAL MEASURES MAY BE DEEMED NECESSARY BY THE TOWN PENDING SEVERITY OF THE SOILS.
THE PAVEMENT THICKNESS OF ANY STREET SHALL, AT A MINIMUM, EQUAL THE DESIGN SHOWN IN THE
STANDARD DETAILS SECTION OF THESE STANDARDS FOR THE VARIOUS STREET WIDTHS.
APPROVED PAVEMENT DESIGN METHODS INCLUDE THOSE AS PROPOSED BY NCDOT, THE 1986 AASHTO
GUIDELINES AND THE 1981 ASPHALT INSTITUTE MS 1 DOCUMENT.
THE AASHTO METHOD WILL REQUIRE USE OF A TERMINAL SERVICEABILITY INDEX OF 2.0 FOR
COLLECTORS AND 2.5 FOR THOROUGHFARES, SO = 0.49 FOR FLEXIBLE PAVEMENT AND SO = 0.39 FOR
RIGID PAVEMENTS, AND A RELIABILITY OF 98% FOR THOROUGHFARES AND A RELIABILITY OF 95% FOR
COLLECTORS.
ALL STREETS MAINTAINED BY THE NCDOT MUST RECEIVE APPROVAL OF THE PAVEMENT DESIGN FROM
NCDOT PRIOR TO THE BEGINNING OF CONSTRUCTION. NORMAL CROWN FOR THE PAVEMENT SECTION
SHALL BE ¼”/FOOT, EXCEPT AS APPROVED FOR SUPERELEVATED CROSS[1]SECTIONS
DocuSign Envelope ID: F45C951A-0EF3-4745-8AB9-9A7821416DC7
1/16/2024
1/16/2024
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
LE
L
A
N
D

C
R
E
S
T

D
R
I
V
E
(8
2
'

P
U
B
L
I
C

R
I
G
H
T

O
F

W
A
Y
)
T
T
T
T
T
T
T
T
T
T
T
T
T
G
T
T
T
T
T
T
T
T
T
T
T
80
85
84
83
87
237
236
235
91
234
90
233
89
232
88
15
16
9
17
10
18
11
19
12
20
13
22
14
46
65
73
66
67
68
76
69
70
63
64
72
45
71
79
78
81
82
86
77
505152
21
74
75
48 47
585354555657 6059 6261
49
PLAYGROUND
TERRACE
T
CLUBHOUSE
90°
30' PUE
8'
EXISTING TELEPHONE
LINE AND BOX TO BE RELOCATED
SS
SS
SSSSSSSSSSSS
SS
SSSS
SS
SS
SS
SSSS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
S
S
8" P
V
C
8" PVC
8" PVC
8" PVC
8"

P
V
C
8" PVC
8"

P
V
C
8"

P
V
C
8"

P
V
C
8" PVC
8"

P
V
C
8" PVC
8
"

P
V
C
4" PVC SCH40
4" PVC SCH40
165°
94°
168°
171°
175°
137°
SS MH 193
168°
90°
167°
MH 208
MH 207
MH 402
MH 204
MH 205
MH 206
MH 238
MH 239
MH 203 MH 202
CO 4
MH 201 B
CO 9
MH 201 A
MH 362
MH 200
R
R
R
R
RRR
R
G G G G G G G G G G G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
R
R R R R R
W W W W W W W W W W W W W W W
W
W
W
W
W
W
W W W W W W W W W W W W W W W
W
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
W
W
W
R R R R R R R R R R R
R
R
R
R
R
R
R
R R R R R R R R R R R R R R
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W W W W
W
W
W
W
W
W
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R R R R
R
R
R
R
R
R
R
R
R
R
R R R R R R
R
R
FM
FM
FM
FM
FM
FM
F
M
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RRRRR
SECTION

1
A
SECTION 1B SECTION 3
SE
C
T
I
O
N

1
B
P
H
A
S
E

1
A
SE
C
T
I
O
N

1
A
SE
C
T
I
O
N

1
B
SECTION 1B
SECTION 1B
SECTION 1B
81019
CO
81020
CO
81021
CO
81022
CO
81023
CO
81024
CO
51058
RWV
51059
RWV51060
RWV
52000
WM
52001
WM
52002
WM
52003
WM
52004
WM
TOP OF BANK (TYP.)
30' HOLLY SPRINGS
CAFE FEAR BUFFER
LENNAR CAROLINAS LLC
DB 17612, PG. 1928
PIN: 0730533724
LAND USE: VACANT
ZONING: PUD
TOWN OF HOLLY SPRINGS
50' DIXIE PIPEL
I
N
E

C
O
M
P
A
N
Y

R
/
W
DB 2758, PG. 64
3
AL
L
E
Y

5
(2
5
'

A
C
C
E
S
S

E
A
S
E
M
E
N
T
)
PUBLIC 30' MULTI-USE
TRAIL EASEMENT (TYP)
AL
L
E
Y

5
(2
5
'

A
C
C
E
S
S

E
A
S
E
M
E
N
T
)
FEMA EFFECTIVE 100 YR
FEMA EFFECTIVE FUTURE
CALVAND
E
R

L
A
N
E
(51' PUB
L
I
C

R
O
W
)
CALVANDER LANE
(51' PUBLIC ROW)
OL
D

F
O
R
T

D
R
I
V
E
(2
5
'

A
C
C
E
S
S

E
A
S
E
M
E
N
T
)
PDE
NA
H
U
N
T
A

R
O
A
D
(5
5
'

P
U
B
L
I
C

R
O
W
)
CALVANDER LANE
(51' PUBLIC ROW)
AL
L
E
Y

8
(2
5
'

A
C
C
E
S
S

E
A
S
E
M
E
N
T
)
DE
CA
R
O
V
A

B
E
N
D
(5
5
'

P
U
B
L
I
C

R
O
W
)
DE
AL
L
E
Y

9
(2
5
'

A
C
C
E
S
S

E
A
S
E
M
E
N
T
)
AL
L
E
Y

9
(2
5
'

A
C
C
E
S
S

E
A
S
E
M
E
N
T
)
20' MULTI-USE TRAIL
EASEMENT (TYP)
DE
PDE ALLEY 10
(35' ACCESS EASEMENT)
PDE
20' PDE
20' DE
LE (TYP)
PUBLIC 30' MULTI-USE
TRAIL EASEMENT (TYP)
LE (TYP)
20' DE
PUBLIC 30' MULTI-USE
TRAIL EASEMENT (TYP)
RETAINING WALL #10
WITH SAFETY RAILINGS
ALL
E
Y

6
FAIRPORT LANE
FAIRPORT LANE
25' ACCESS
EASEMENT51' PUBLIC
R/W
TOP OF BANK
LE
L
A
N
D

C
R
E
S
T

D
R
I
V
E
(8
2
'

P
U
B
L
I
C

R
O
W
)
LE
(TYP)
20' PDE
20' PDE
6" C900 PVC
RECLAIMED
WATER LINE
(TYP)
8" DIP WATER
LINE (TYP)
45° BEND
50' UE
WETLANDS (TYP)
10' ASPHALT
MULTI-USE TRAIL (TYP)
MH AND SEWER STUB TO
BE ADDED TO PH1 FOR
FUTURE SEWER UNDER
ROADWAY
PHASE 1 / PHASE 2
BOUNDARY
PROPOSED 1" IRRIGATION WATER METER
AND RPZ WITH TEMPORARY PLUG
PURPLE PIPING SIGNAGE REQUIRED
PROPOSED 1" RWL IRRIGATION SERVICE
WITH 1" CORP STOP
PROPOSED 2" WATER SERVICE
WITH 2" CORP STOP
2" WATER METER
AND RPZ WITH
TEMPORARY PLUG
100
WM
Revisions
K:
\
1
9
\
1
9
-
0
3
7
0
\
1
9
0
3
7
2
.
2
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s

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5
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3
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T
S
\
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3
.
0
-
3
.
1
2

U
T
I
L
I
T
Y

P
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3
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1
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,

2
0
2
4

1
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:
4
3
:
0
3

A
M
-

SM
I
T
H
,

A
L
L
I
S
O
N
Sheet No.
Designer
Drawn By
Date
Job No.
Wi
t
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s
R
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11
5

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L
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A

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E
C
T
I
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3
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A
02190372.20
12/20/2023
WR
WR
UT
I
L
I
T
Y

P
L
A
N
C3.2
GRAPHIC SCALE
1 inch = 50 ft.
50 0 25 50 100
SEE SHEET C3.6 FOR CONTINUATION
SE
E

S
H
E
E
T

C
3
.
1
0

F
O
R

C
O
N
T
I
N
U
A
T
I
O
N
EASEMENT ABBREVIATION LEGENDEASEMENT ABBREVIATION LEGEND
UTILITY ABBREVIATION LEGEND
FHA FIRE HYDRANT ASSEMBLY
BOA BLOWOFF ASSEMBLY
GV GATE VALVE
RED REDUCER
SR 1154 - WO
O
D
S

C
R
E
E
K

R
O
A
D
(EXISTING 60'

P
U
B
L
I
C

R
/
W

D
B
.

9
2
6
4

P
G
.

2
9
5
)
DE DRAINAGE EASEMENT (PUBLIC)
GE GREENWAY EASEMENT (PUBLIC)
PDE PRIVATE DRAINAGE EASEMENT
PGE PRIVATE GREENWAY EASEMENT
PUE PUBLIC UTILITY EASEMENT
SCMMAE SCM MAINTENANCE AND ACCESS EASEMENT
SDTE SIGHT DISTANCE EASEMENT
STE STREET TREE EASEMENT
VWDE VARIABLE WIDTH DRAINAGE EASEMENT (PUBLIC)
LE LANDSCAPE EASEMENT
EXISTING TELEPHONE LINE ALONG
WOODFIELD DEAD END ROAD TO BE
RELOCATED BUT MUST REMAIN
OPERATIONAL FOR ADJACENT
PROPERTY OWNERS TO THE NORTH
NOT PART OF
THIS PHASE
I certify that these as-builts are accurate and that each of the items listed on the Town’s “As-Built
Checklist” as contained in the Town of Holly Springs Engineering Design and Construction
Standards is provided on this set of as-built drawings (29 total sheets in this set). I certify that
all of the information provided is field-verified as-built information.
(Seal) ________________________________ ___________________
Signature Registered Land Surveyor Date
(Seal) ________________________________ ___________________
Signature by Professional Engineer Date
_____________________________________ ______________
Acceptance by Construction Inspector Date
N O R T H C A RO
LI
N
A
C
U
R
TIS M . B L A Z I E R
PR O F E SSIO
N
A
L
E
NGI N E E R
SEAL
033840
N O R T H C A RO
LI
N
A
B
E
N
J
A
MIN E . D A Y T ON
PR O F E SSIO
N
A
L
L
A
N
D
SU R V E Y OR
SEAL
L-4390
RECORD DRAWING NOTES:
1.THIS RECORD DRAWING SET OF PLANS IS BASED ON FIELD SURVEY PREPARED BY
WITHERSRAVENEL. INFORMATION SHOWN HEREON IS COMPRISED OF EXISTING AND
PROPOSED CONDITIONS AS ORIGINALLY APPROVED BY THE TOWN OF HOLLY SPRINGS UNLESS
OTHERWISE NOTED.
2.THE SANITARY SEWER AND STORM SEWER ASSOCIATED WITH CAROLINA SPRINGS PHASE 1,
SECTION 1B HAVE BEEN PHYSICALLY SURVEYED AND THIS PLAN REPRESENTS, TO THE BEST OF
OUR KNOWLEDGE, THE HORIZONTAL AND VERTICAL LOCATIONS OF THESE UTILITIES.
3.THE WATERLINE INFORMATION SHOWN ON THESE PLANS IS FROM PERIODIC INSPECTIONS
CONDUCTED THROUGHOUT THE CONSTRUCTION PHASE OF THE PROJECT. WITHERSRAVENEL
MAKES NO GUARANTEE OF THE SURVEYED ACCURACY OF THE WATERLINE SHOWN.
4.WITHERSRAVENEL IS NOT HELD RESPONSIBLE FOR INACCURACIES IN PLANS DUE TO SKETCHES
OR OTHER INFORMATION RECEIVED FROM CONTRACTOR(S) THAT DO NOT ACCURATELY
REFLECT FINISHED CONSTRUCTION FIELD CONDITIONS.
5. IN STREETS AND UTILITIES LOCATED IN THE TRIASSIC BASIN AS SHOWN IN TOHS DETAIL HS356
(WHERE TRIASSIC SOILS ON COMPRESSIBLE MINIATURE TRIASSIC SEDIMENTARY ROCK-LIKE MATERIAL
EXISTS) THERE WILL BE CERTAIN SPECIAL CRITERIA REQUIRED FOR ROADWAY CONSTRUCTION.
THE FOLLOWING MINIMUMS WILL BE REQUIRED OF DEVELOPERS:
1.PRE-QUALIFIED GEO-TECHNICAL FIRM APPROVED BY THE TOWN MUST BE ON SITE FULL TIME
WHILE THE UTILITIES AND ROADWAYS ARE BEING CONSTRUCTED.
2.DOCUMENTATION OF MOISTURE CONTENT, COMPACTION, DENSITY, GEOGRID DESIGN CRITERIA,
ETC. MUST BE PROVIDED TO TOWN INSPECTOR.
3.ALL ROADWAYS WILL HAVE TO BE PROOF-ROLLED AT BOTH SUB GRADE AND STONE GRADE BY
TOWN INSPECTOR AS WELL.
4.THE STANDARD ROADWAY CROSS-SECTION WILL BE WOVEN GEO-FABRIC DESIGN CRITERIA HP 270
OR EQUAL ON ENTIRE ROAD (AND MUST BE APPROVED BY THE TOWN OF HOLLY SPRINGS), 7” ABC
STONE, WITH ASPHALT COMPLETED IN STAGED CONSTRUCTION OF 2.5” I-19 ASPHALT AND 1.5”
S9.5C IN STAGE ONE AND 1.5” S9.5C FINAL OVERLAY INITIAL ONE-YEAR WARRANTY WITH AN
ADDITIONAL YEAR EXTENSION STARTING AFTER FINAL OVERLAY SHALL BE REQUIRED FOR
ROADWAYS. FOR THE EXTENDED WARRANTY PERIOD, IT WILL BE REQUIRED TO POST A BOND, LOC,
OR CASH FOR 50% OF ACTUAL COST OF ROADWAY (STORM DRAINAGE, CURB & GUTTER,
SIDEWALK AND PAVEMENT).
5.WHERE MANHOLES ARE LOCATED IN STREETS IT WILL BE REQUIRED TO HAVE SUITABLE OFF-SITE
STRUCTURAL MATERIAL OR ABC STONE TO BACKFILL AROUND EXCAVATION OF MANHOLES UP TO
SUBGRADE.
6.AN ADDITIONAL FOOT OF STONE WILL BE REQUIRED 10' EITHER SIDE OF MANHOLE FOR ENTIRE
WIDTH OF ROADWAY.
ADDITIONAL MEASURES MAY BE DEEMED NECESSARY BY THE TOWN PENDING SEVERITY OF THE SOILS.
THE PAVEMENT THICKNESS OF ANY STREET SHALL, AT A MINIMUM, EQUAL THE DESIGN SHOWN IN THE
STANDARD DETAILS SECTION OF THESE STANDARDS FOR THE VARIOUS STREET WIDTHS.
APPROVED PAVEMENT DESIGN METHODS INCLUDE THOSE AS PROPOSED BY NCDOT, THE 1986 AASHTO
GUIDELINES AND THE 1981 ASPHALT INSTITUTE MS 1 DOCUMENT.
THE AASHTO METHOD WILL REQUIRE USE OF A TERMINAL SERVICEABILITY INDEX OF 2.0 FOR
COLLECTORS AND 2.5 FOR THOROUGHFARES, SO = 0.49 FOR FLEXIBLE PAVEMENT AND SO = 0.39 FOR
RIGID PAVEMENTS, AND A RELIABILITY OF 98% FOR THOROUGHFARES AND A RELIABILITY OF 95% FOR
COLLECTORS.
ALL STREETS MAINTAINED BY THE NCDOT MUST RECEIVE APPROVAL OF THE PAVEMENT DESIGN FROM
NCDOT PRIOR TO THE BEGINNING OF CONSTRUCTION. NORMAL CROWN FOR THE PAVEMENT SECTION
SHALL BE ¼”/FOOT, EXCEPT AS APPROVED FOR SUPERELEVATED CROSS[1]SECTIONS
NOT PART OF
THIS PHASE
NOT PART OF
THIS PHASE
DocuSign Envelope ID: F45C951A-0EF3-4745-8AB9-9A7821416DC7
1/16/2024
1/16/2024
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
239
240
241
242
238
231
215
87
230
214
229
221
213
101
236
228
220
100
235
227
219
99
91
234
218
98
90
233
217
97
89
232
224
216
88
223
92
93
94
95
102
103
104
105
106
107
108
109
111
110
96
226
225
222
243
244
VOLLEYBALL
PLAYGROUND
PLAY LAWN
POOL, +/- 3000 SF
RE: POOL PLANS BY OTHERS
TERRACE
T
320
NATURAL
AREA
W
W
W
W
W
W
W
W
W
W
W
W
W
TP
TP
TP
T
P
T
P
TP
TP
TP
CLUBHOUSE
POO
L

H
O
U
S
E
/
BAT
H
R
O
O
M
S
W
W
W
W W W W
KIO
S
K

1
KIO
S
K

2
100°
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
S
S
S
S
S
S
S
S
CO 1
CO 8
CO 5
CO 2
CO 6
CO 3
8" P
V
C
8" P
V
C
8"

P
V
C
8"
P
V
C
8" P
V
C
8"
P
V
C
8"

P
V
C
8" PVC
4
"

P
V
C

S
C
H
4
0
4"

P
V
C

S
C
H
4
0
4
"

P
V
C

S
C
H
4
0
4" PVC SCH4
0
4"
P
V
C

S
C
H
4
0
4
"

P
V
C

S
C
H
4
0
4" PVC SCH40
EXISTING TELEPHONE
LINE AND BOX TO BE RELOCATED
161°
90°
168°
176°
162°
168°
MH 238
MH 239
MH 237
MH 236
MH 235
MH 233
MH 232
MH 234
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
W
R R
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
W
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
SEC
T
I
O
N

1
B
SE
C
T
I
O
N

2
SE
C
T
I
O
N

1
B
SECTION 1B
SEC
T
I
O
N

3
SEC
T
I
O
N

1
B
81010
CO
81011
CO
81012
CO
81013
CO
81014
CO
81015
CO
81020
CO
81021
CO
81022
CO
81023
CO
81024
CO
81025
CO
81026
CO
81027
CO
81028
CO
81029
CO
81030
CO
81031
CO
81032
CO
81033
CO
81034
CO
81035
CO
81036
CO
81037
CO
99288
CO
99289
CO
99292
CO
99295
CO
99299
CO
99302
CO
99305
CO
99286
RWM
99293
RWM
99296
RWM
99298
RWM
99301
RWM
99304
RWM
S
81003
MH234
S
81040
MH235
52012
WV52017
RWV
52018
RWLBO
52019
BO
52021
WV
HYD
52022
FH
52001
WM
52002
WM
52003
WM
52004
WM
52005
WM
52006
WM
52007
WM
52008
WM
52009
WM
52010
WM
52023
WM
52024
WM
52025
WM
52026
WM
52027
WM
52028
WM
52029
WM
52030
WM
52031
WM
52032
WM
52033
WM
52034
WM
52035
WM
99287
WM
99290
WM
99291
WM
99294
WM
99297
WM
99300
WM
99303
WM
65000
RWM
PRIVATE 30' MULTI-USE
TRAIL EASEMENT (TYP)
20' PDE
3/4" WM (TYP)
3/4" WM (TYP)
4" CO (TYP)
NA
H
U
N
T
A

R
O
A
D
(55
'

P
U
B
L
I
C

R
O
W
)
OLD

F
O
R
T

D
R
I
V
E
(25
'

A
C
C
E
S
S

E
A
S
E
M
E
N
T
)
OL
D

F
O
R
T

D
R
I
V
E
(2
5
'

A
C
C
E
S
S

E
A
S
E
M
E
N
T
)
NA
H
U
N
T
A

R
O
A
D
(5
5
'

P
U
B
L
I
C

R
O
W
)
ALLEY 3
(25' ACCESS EASEMENT)
3/4" RWM (TYP)
FHA (TYP)
PDE
20' PDE
VWDE
5' SIDEWALK
EASEMENT
RETAINING WALL #6
WITH SAFETY RAILINGS
20' DE
30' HOLLY SPRINGS
CAPE FEAR BUFFER
VARIABLE
WIDTH
PUE
10' RETAINING WALL
EASEMENT
(1) 2" BOA
(1) 2" GV
(1) 2" BOA
(1) 2" GV
LE
L
A
N
D

C
R
E
S
T

D
R
I
V
E
(8
2
'

P
U
B
L
I
C

R
O
W
)
LE
L
A
N
D

C
R
E
S
T

D
R
I
V
E
(8
2
'

P
U
B
L
I
C

R
O
W
)
20' PDE
(1) 8" TEE
(3) 8" GV
(1) 6" TEE
(3) 6" GV
20' DE
6" C900 PVC
RECLAIMED WATER 8" DIP WATER LINE (TYP)
PROPOSED 2" WATER SERVICE
WITH 2" CORP STOP
PROPOSED 2" WATER METER
AND RPZ WITH TEMPORARY
PLUG FOR FUTURE EXTENSION
(SEE AMENITY CENTER PLANS)
100
WM
Revisions
K:
\
1
9
\
1
9
-
0
3
7
0
\
1
9
0
3
7
2
.
2
0
-
C
a
r
o
l
i
n
a

S
p
r
i
n
g
s

P
h
a
s
e
s

1
-
5
\
C
A
D
\
A
S
-
B
U
I
L
T
\
S
e
c
t
i
o
n

3
\
S
H
E
E
T
S
\
C
3
.
0
-
3
.
1
2

U
T
I
L
I
T
Y

P
L
A
N
S
_
A
S
B

S
E
C
T
I
O
N

3
.
d
w
g
-
Tu
e
s
d
a
y
,

J
a
n
u
a
r
y

1
6
,

2
0
2
4

1
0
:
4
3
:
2
0

A
M
-

SM
I
T
H
,

A
L
L
I
S
O
N
Sheet No.
Designer
Drawn By
Date
Job No.
Wi
t
h
e
r
s
R
a
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n
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l
11
5

M
a
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D
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| C
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N
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2
7
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9
1
9
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4
6
9
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3
3
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| l
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9

| w
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D
R
A
W
I
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S
CA
R
O
L
I
N
A

S
P
R
I
N
G
S
P
H
A
S
E

1

S
E
C
T
I
O
N

3
HO
L
L
Y

S
P
R
I
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S
,

N
O
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T
H

C
A
R
O
L
I
N
A
02190372.20
12/20/2023
WR
WR
UT
I
L
I
T
Y

P
L
A
N
C3.3
GRAPHIC SCALE
1 inch = 30 ft.
30 0 15 30 60SEE SHEET C3.2 FOR CONTINUATION
SEE SHEET C3.4 FOR CONTINUATION
SE
E

S
H
E
E
T

C
3
.
6

F
O
R

C
O
N
T
I
N
U
A
T
I
O
N
EASEMENT ABBREVIATION LEGEND
UTILITY ABBREVIATION LEGEND
FHA FIRE HYDRANT ASSEMBLY
BOA BLOWOFF ASSEMBLY
GV GATE VALVE
RED REDUCER
DE DRAINAGE EASEMENT (PUBLIC)
GE GREENWAY EASEMENT (PUBLIC)
PDE PRIVATE DRAINAGE EASEMENT
PGE PRIVATE GREENWAY EASEMENT
PUE PUBLIC UTILITY EASEMENT
SCMMAE SCM MAINTENANCE AND ACCESS EASEMENT
SDTE SIGHT DISTANCE EASEMENT
STE STREET TREE EASEMENT
VWDE VARIABLE WIDTH DRAINAGE EASEMENT (PUBLIC)
LE LANDSCAPE EASEMENT
EXISTING TELEPHONE LINE ALONG
WOODFIELD DEAD END ROAD TO BE
RELOCATED BUT MUST REMAIN
OPERATIONAL FOR ADJACENT
PROPERTY OWNERS TO THE NORTH
FUTURE AMENITY CENTER
I certify that these as-builts are accurate and that each of the items listed on the Town’s “As-Built
Checklist” as contained in the Town of Holly Springs Engineering Design and Construction
Standards is provided on this set of as-built drawings (14 total sheets in this set). I certify that
all of the information provided is field-verified as-built information.
(Seal) ________________________________ ___________________
Signature Registered Land Surveyor Date
(Seal) ________________________________ ___________________
Signature by Professional Engineer Date
_____________________________________ ______________
Acceptance by Construction Inspector Date
N O R T H C A RO
L
I
N
A
C
U
R
TIS M . B L A Z I E R
PR O F E SSIO
N
A
L
E
NGI N E E R
SEAL
033840
N O R T H C A RO
L
I
N
A
B
E
N
J A
MIN E . D A Y T ON
PR O F E SSIO
N
A
L
L
A
N
D
SU R V E YO
R
SEAL
L-4390
RECORD DRAWING NOTES:
1.THIS RECORD DRAWING SET OF PLANS IS BASED ON FIELD SURVEY PREPARED BY
WITHERSRAVENEL. INFORMATION SHOWN HEREON IS COMPRISED OF EXISTING AND
PROPOSED CONDITIONS AS ORIGINALLY APPROVED BY THE TOWN OF HOLLY SPRINGS UNLESS
OTHERWISE NOTED.
2.THE SANITARY SEWER AND STORM SEWER ASSOCIATED WITH CAROLINA SPRINGS PHASE 1,
SECTION 3 HAVE BEEN PHYSICALLY SURVEYED AND THIS PLAN REPRESENTS, TO THE BEST OF
OUR KNOWLEDGE, THE HORIZONTAL AND VERTICAL LOCATIONS OF THESE UTILITIES.
3.THE WATERLINE INFORMATION SHOWN ON THESE PLANS IS FROM PERIODIC INSPECTIONS
CONDUCTED THROUGHOUT THE CONSTRUCTION PHASE OF THE PROJECT. WITHERSRAVENEL
MAKES NO GUARANTEE OF THE SURVEYED ACCURACY OF THE WATERLINE SHOWN.
4.WITHERSRAVENEL IS NOT HELD RESPONSIBLE FOR INACCURACIES IN PLANS DUE TO SKETCHES
OR OTHER INFORMATION RECEIVED FROM CONTRACTOR(S) THAT DO NOT ACCURATELY
REFLECT FINISHED CONSTRUCTION FIELD CONDITIONS.
5. IN STREETS AND UTILITIES LOCATED IN THE TRIASSIC BASIN AS SHOWN IN TOHS DETAIL HS356
(WHERE TRIASSIC SOILS ON COMPRESSIBLE MINIATURE TRIASSIC SEDIMENTARY ROCK-LIKE MATERIAL
EXISTS) THERE WILL BE CERTAIN SPECIAL CRITERIA REQUIRED FOR ROADWAY CONSTRUCTION.
THE FOLLOWING MINIMUMS WILL BE REQUIRED OF DEVELOPERS:
1.PRE-QUALIFIED GEO-TECHNICAL FIRM APPROVED BY THE TOWN MUST BE ON SITE FULL TIME
WHILE THE UTILITIES AND ROADWAYS ARE BEING CONSTRUCTED.
2.DOCUMENTATION OF MOISTURE CONTENT, COMPACTION, DENSITY, GEOGRID DESIGN CRITERIA,
ETC. MUST BE PROVIDED TO TOWN INSPECTOR.
3.ALL ROADWAYS WILL HAVE TO BE PROOF-ROLLED AT BOTH SUB GRADE AND STONE GRADE BY
TOWN INSPECTOR AS WELL.
4.THE STANDARD ROADWAY CROSS-SECTION WILL BE WOVEN GEO-FABRIC DESIGN CRITERIA HP 270
OR EQUAL ON ENTIRE ROAD (AND MUST BE APPROVED BY THE TOWN OF HOLLY SPRINGS), 7” ABC
STONE, WITH ASPHALT COMPLETED IN STAGED CONSTRUCTION OF 2.5” I-19 ASPHALT AND 1.5”
S9.5C IN STAGE ONE AND 1.5” S9.5C FINAL OVERLAY INITIAL ONE-YEAR WARRANTY WITH AN
ADDITIONAL YEAR EXTENSION STARTING AFTER FINAL OVERLAY SHALL BE REQUIRED FOR
ROADWAYS. FOR THE EXTENDED WARRANTY PERIOD, IT WILL BE REQUIRED TO POST A BOND, LOC,
OR CASH FOR 50% OF ACTUAL COST OF ROADWAY (STORM DRAINAGE, CURB & GUTTER,
SIDEWALK AND PAVEMENT).
5.WHERE MANHOLES ARE LOCATED IN STREETS IT WILL BE REQUIRED TO HAVE SUITABLE OFF-SITE
STRUCTURAL MATERIAL OR ABC STONE TO BACKFILL AROUND EXCAVATION OF MANHOLES UP TO
SUBGRADE.
6.AN ADDITIONAL FOOT OF STONE WILL BE REQUIRED 10' EITHER SIDE OF MANHOLE FOR ENTIRE
WIDTH OF ROADWAY.
ADDITIONAL MEASURES MAY BE DEEMED NECESSARY BY THE TOWN PENDING SEVERITY OF THE SOILS.
THE PAVEMENT THICKNESS OF ANY STREET SHALL, AT A MINIMUM, EQUAL THE DESIGN SHOWN IN THE
STANDARD DETAILS SECTION OF THESE STANDARDS FOR THE VARIOUS STREET WIDTHS.
APPROVED PAVEMENT DESIGN METHODS INCLUDE THOSE AS PROPOSED BY NCDOT, THE 1986 AASHTO
GUIDELINES AND THE 1981 ASPHALT INSTITUTE MS 1 DOCUMENT.
THE AASHTO METHOD WILL REQUIRE USE OF A TERMINAL SERVICEABILITY INDEX OF 2.0 FOR
COLLECTORS AND 2.5 FOR THOROUGHFARES, SO = 0.49 FOR FLEXIBLE PAVEMENT AND SO = 0.39 FOR
RIGID PAVEMENTS, AND A RELIABILITY OF 98% FOR THOROUGHFARES AND A RELIABILITY OF 95% FOR
COLLECTORS.
ALL STREETS MAINTAINED BY THE NCDOT MUST RECEIVE APPROVAL OF THE PAVEMENT DESIGN FROM
NCDOT PRIOR TO THE BEGINNING OF CONSTRUCTION. NORMAL CROWN FOR THE PAVEMENT SECTION
SHALL BE ¼”/FOOT, EXCEPT AS APPROVED FOR SUPERELEVATED CROSS[1]SECTIONS
NOT PART OF
THIS PHASE
NOT PART OF
THIS PHASE
DocuSign Envelope ID: F45C951A-0EF3-4745-8AB9-9A7821416DC7
1/16/2024
1/16/2024
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
117
204
383 382 379
422425426423424
214
213
212
211
210
404 405 406 407 408 410 411 412 413 414
419418417416
111
112
113
114
110
387
421
384
245 247 248 249
119118116
415 420
120
250
246
390392393395396
OPEN SPACE
244
409
385389
394
401 400 399 398
381 380
115
206208207 205209
397
402
391 388 386
403
430 427428429431
435 432433434436
LAST MH FOR
SECTION 4
LAST MH FOR SECTION 1B
PROPOSED
LIGHT POLE (TYP)
174°
SSSS
S
S
SS
SS
SSSS
SSSSSSSS
SSSSSSSSSSSSSS
SS
SS
SS
SS
SSSSSSSSSSSSSS
SS
SS SS SS SS SS SS
SSSSSSSSSS
SS
SS
SS
SS
SS
SS
8"
P
V
C8" PV
C
8
"

P
V
C
8"

P
V
C
8" PVC
8" PVC
8" PVC
8"

P
V
C
8"

P
V
C
8" PVC
8" PVC
8" PVC8" PVC
8"

P
V
C
145°
121°
155°
178°
MH 230
MH 229
MH 336
MH 217
MH 231
MH 218
MH 219
MH 337
MH 339
MH 220
MH 374 MH 227A
W W W W W W WRRRRRRRRRRRRRRRRRRR
W W W W W W W W W W W W W W W W W W W W W W W W W W
R R R R R R R
R
R
R R R R R
R R R R R R R R
W W W W W W W W W W W W W W
R R R R R R R
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
WWWWW
WW
W
W
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R R R R R R R R R R R R R R R R R R R R R R R
W
W
W W
R R R R R
R
R
R
R
R
R
R
R
R
SE
C
T
I
O
N

2
SE
C
T
I
O
N

5
SECTION 5
SECTION 3
SE
C
T
I
O
N

2
SE
C
T
I
O
N

1
B
SE
C
T
I
O
N

3
SE
C
T
I
O
N

1
B
SE
C
T
I
O
N

2
SE
C
T
I
O
N

1
B
SECTION 2
SECTION 1B
SE
C
T
I
O
N

3
SE
C
T
I
O
N

2
SE
C
T
I
O
N

4
81014
81015
CO
81016
CO
81017
CO
81018
CO
S
81041
MH 227AS81042
MH 374
HYD
81000
FH
H YD 81001
FH
81002
WV
81005
WV
81006
RWV
81007
RBO
81008
WV
81009
BO
52034
WM
52035
WM
52036
WM
52037
WM
52038
WM
99287
WM
TOP OF BANK
(1) 8" TEE
(3) 8" GV
(1) 6" TEE
(3) 6" GV
EXISTING EOP
TIE TO EXISTING ROAD
20' PDE
20' PDE
20' PDE
FHA (TYP)
8" DIP
WATER LINE (TYP)
6" C900 PVC RECLAIMED WATER
LINE (TYP)
DEERCROFT DRIVE
(55' PUBLIC ROW)
CAROLINA SPRINGS BOULEVARD
(55' PUBLIC ROW)
NA
H
U
N
T
A

R
O
A
D
(5
5
'

P
U
B
L
I
C

R
O
W
)
AL
L
E
Y

4
(2
5
'

A
C
C
E
S
S

E
A
S
E
M
E
N
T
)
ALLEY 1
(25' ACCESS EASEMENT)
ALLEY 3
(25' ACCESS EASEMENT)
VILLAGE SQUARE/NEIGHBORHOOD
DISTRICT CENTER DIVIDING BOUNDARY LINE
PDE
PDE
(1) 2" BOA
(1) 2" GV
(1) 2" BOA
(1) 2" GV
DE LE (TYP)
RETAINING WALL #6
WITH SAFETY RAILINGS
ALLEY 1
(25' ACCESS EASEMENT)
DEER CROFT DRIVE
(55' PUBLIC ROW)
LE
L
A
N
D

C
R
E
S
T

D
R
I
V
E
(8
2
'

P
U
B
L
I
C

R
O
W
)
20' PDE20' PDE
RETAINING WALL #7
WITH SAFETY RAILINGS
ST
R
E
E
T

L
(5
5
'

P
U
B
L
I
C

R
O
W
)
10' RETAINING WALL
EASEMENT
10' RETAINING
WALL EASEMENT
RETAINING WALL #12
WITH SAFETY RAILS
20' PDE
VWDE
8" GV
6" GV
20' DE
45° BEND
45° BEND
45° BEND
45° BEND
45° BEND
45° BEND
45° BEND
100YR BACKWATER EASEMENT
WATER METER POINT TABLE
POINT #
99286
99293
99296
99298
99301
99304
65000
52000
52001
52002
52003
52004
52005
52006
52007
52008
52009
52010
52023
52024
52025
52026
52027
52028
52029
52030
52031
52032
52033
52034
52035
52036
52037
52038
99287
99290
99291
99294
99297
99300
99303
100
DESCRIPTION
RWM
RWM
RWM
RWM
RWM
RWM
RWM
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
NORTHING
704098.9492
704027.8000
703994.4905
703956.9228
703928.9497
703896.4222
704037.1314
703513.9267
703536.1294
703558.3405
703602.3551
703623.3489
703676.0233
703697.6242
703720.1442
703741.0685
703762.9912
703772.5855
703861.7241
703879.8058
703897.7361
703906.1769
703956.1386
703973.9739
703992.1780
704010.5138
704019.8077
704080.3317
704100.9931
704121.8808
704138.7622
704189.7179
704210.9544
704233.1679
704101.4232
704039.5901
704033.2719
703999.7099
703960.0100
703934.0027
703899.0179
703579.8500
EASTING
2035803.0322
2035759.5294
2035737.4948
2035711.5439
2035691.8613
2035670.4431
2035765.9565
2035640.6741
2035640.5241
2035641.5928
2035643.0930
2035643.4521
2035644.7718
2035646.1357
2035649.0941
2035653.1506
2035659.9969
2035663.4582
2035715.9575
2035728.7226
2035740.7313
2035746.7079
2035780.9215
2035792.8889
2035804.6984
2035817.6651
2035823.9785
2035856.7929
2035865.2686
2035871.3083
2035875.8958
2035883.0029
2035884.0980
2035884.4244
2035804.4902
2035767.6215
2035763.1571
2035741.5851
2035713.7389
2035695.4681
2035672.2574
2035642.4200
CLEAN OUT POINT TABLE
POINT #
81010
81011
81012
81013
81014
81015
81016
81017
81018
81019
81020
81021
81022
81023
81024
81025
81026
81027
81028
81029
81030
81031
81032
81033
81034
81035
81036
81037
99288
99289
99292
99295
99299
99302
99305
DESCRIPTION
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
NORTHING
703964.7726
703983.6006
704051.8556
704054.7462
704092.9286
704115.8247
704188.3363
704210.6301
704237.5000
703512.4672
703534.7190
703556.7279
703579.2663
703600.5250
703622.3148
703663.1457
703684.9593
703706.5447
703728.3388
703747.8652
703774.7863
703815.1439
703834.7314
703852.0455
703872.5681
703910.3969
703928.0313
703945.9025
704095.8018
704067.4589
704029.9991
703996.5381
703941.2231
703931.3625
703901.2875
EASTING
2035886.2424
2035899.5888
2035939.9080
2035940.6066
2035955.1362
2035960.6869
2035965.4344
2035967.1267
2035968.3920
2035724.2517
2035724.1865
2035724.5541
2035724.9809
2035725.7589
2035726.7998
2035728.4047
2035731.6079
2035734.9892
2035741.2739
2035748.6433
2035760.6749
2035785.9324
2035798.2774
2035810.1243
2035824.3215
2035850.2252
2035861.7992
2035873.8338
2035800.4108
2035785.7618
2035761.2430
2035738.6823
2035701.4618
2035695.0506
2035674.1901
SANITARY SEWER MH POINT TABLE
POINT #
81041
81042
81003
81040
DESCRIPTION
MH 227A
MH 374
MH234
MH235
NORTHING
704289.0443
704289.7465
704060.6331
703894.8820
EASTING
2035727.5413
2035667.3615
2035811.9210
2035700.2251
Revisions
K:
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A
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Sheet No.
Designer
Drawn By
Date
Job No.
Wi
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R
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11
5

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A
02190372.20
12/20/2023
WR
WR
UT
I
L
I
T
Y

P
L
A
N
C3.4
GRAPHIC SCALE
1 inch = 30 ft.
30 0 15 30 60
SEE SHEET C3.3 FOR CONTINUATION
SE
E

S
H
E
E
T

C
3
.
5

F
O
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C
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EASEMENT ABBREVIATION LEGENDEASEMENT ABBREVIATION LEGEND
UTILITY ABBREVIATION LEGEND
FHA FIRE HYDRANT ASSEMBLY
BOA BLOWOFF ASSEMBLY
GV GATE VALVE
RED REDUCER
DE DRAINAGE EASEMENT (PUBLIC)
GE GREENWAY EASEMENT (PUBLIC)
PDE PRIVATE DRAINAGE EASEMENT
PGE PRIVATE GREENWAY EASEMENT
PUE PUBLIC UTILITY EASEMENT
SCMMAE SCM MAINTENANCE AND ACCESS EASEMENT
SDTE SIGHT DISTANCE EASEMENT
STE STREET TREE EASEMENT
VWDE VARIABLE WIDTH DRAINAGE EASEMENT (PUBLIC)
LE LANDSCAPE EASEMENT
I certify that these as-builts are accurate and that each of the items listed on the Town’s “As-Built
Checklist” as contained in the Town of Holly Springs Engineering Design and Construction
Standards is provided on this set of as-built drawings (14 total sheets in this set). I certify that
all of the information provided is field-verified as-built information.
(Seal) ________________________________ ___________________
Signature Registered Land Surveyor Date
(Seal) ________________________________ ___________________
Signature by Professional Engineer Date
_____________________________________ ______________
Acceptance by Construction Inspector Date
N O R T H C A RO
L
I
N
A
C
U
R
TIS M . B L A Z I E R
P R O F E SSIO
N
A
L
E
NG I N E E R
SEAL
033840
N O R T H C A RO
L
I
N
A
B
E
N
J A
MIN E . D A Y T ON
PR O F E SSIO
N
A
L
L
A
N
D
SU R V E YO
R
SEAL
L-4390
RECORD DRAWING NOTES:
1.THIS RECORD DRAWING SET OF PLANS IS BASED ON FIELD SURVEY PREPARED BY
WITHERSRAVENEL. INFORMATION SHOWN HEREON IS COMPRISED OF EXISTING AND
PROPOSED CONDITIONS AS ORIGINALLY APPROVED BY THE TOWN OF HOLLY SPRINGS UNLESS
OTHERWISE NOTED.
2.THE SANITARY SEWER AND STORM SEWER ASSOCIATED WITH CAROLINA SPRINGS PHASE 1,
SECTION 3 HAVE BEEN PHYSICALLY SURVEYED AND THIS PLAN REPRESENTS, TO THE BEST OF
OUR KNOWLEDGE, THE HORIZONTAL AND VERTICAL LOCATIONS OF THESE UTILITIES.
3.THE WATERLINE INFORMATION SHOWN ON THESE PLANS IS FROM PERIODIC INSPECTIONS
CONDUCTED THROUGHOUT THE CONSTRUCTION PHASE OF THE PROJECT. WITHERSRAVENEL
MAKES NO GUARANTEE OF THE SURVEYED ACCURACY OF THE WATERLINE SHOWN.
4.WITHERSRAVENEL IS NOT HELD RESPONSIBLE FOR INACCURACIES IN PLANS DUE TO SKETCHES
OR OTHER INFORMATION RECEIVED FROM CONTRACTOR(S) THAT DO NOT ACCURATELY
REFLECT FINISHED CONSTRUCTION FIELD CONDITIONS.
5. IN STREETS AND UTILITIES LOCATED IN THE TRIASSIC BASIN AS SHOWN IN TOHS DETAIL HS356
(WHERE TRIASSIC SOILS ON COMPRESSIBLE MINIATURE TRIASSIC SEDIMENTARY ROCK-LIKE MATERIAL
EXISTS) THERE WILL BE CERTAIN SPECIAL CRITERIA REQUIRED FOR ROADWAY CONSTRUCTION.
THE FOLLOWING MINIMUMS WILL BE REQUIRED OF DEVELOPERS:
1.PRE-QUALIFIED GEO-TECHNICAL FIRM APPROVED BY THE TOWN MUST BE ON SITE FULL TIME
WHILE THE UTILITIES AND ROADWAYS ARE BEING CONSTRUCTED.
2.DOCUMENTATION OF MOISTURE CONTENT, COMPACTION, DENSITY, GEOGRID DESIGN CRITERIA,
ETC. MUST BE PROVIDED TO TOWN INSPECTOR.
3.ALL ROADWAYS WILL HAVE TO BE PROOF-ROLLED AT BOTH SUB GRADE AND STONE GRADE BY
TOWN INSPECTOR AS WELL.
4.THE STANDARD ROADWAY CROSS-SECTION WILL BE WOVEN GEO-FABRIC DESIGN CRITERIA HP 270
OR EQUAL ON ENTIRE ROAD (AND MUST BE APPROVED BY THE TOWN OF HOLLY SPRINGS), 7” ABC
STONE, WITH ASPHALT COMPLETED IN STAGED CONSTRUCTION OF 2.5” I-19 ASPHALT AND 1.5”
S9.5C IN STAGE ONE AND 1.5” S9.5C FINAL OVERLAY INITIAL ONE-YEAR WARRANTY WITH AN
ADDITIONAL YEAR EXTENSION STARTING AFTER FINAL OVERLAY SHALL BE REQUIRED FOR
ROADWAYS. FOR THE EXTENDED WARRANTY PERIOD, IT WILL BE REQUIRED TO POST A BOND, LOC,
OR CASH FOR 50% OF ACTUAL COST OF ROADWAY (STORM DRAINAGE, CURB & GUTTER,
SIDEWALK AND PAVEMENT).
5.WHERE MANHOLES ARE LOCATED IN STREETS IT WILL BE REQUIRED TO HAVE SUITABLE OFF-SITE
STRUCTURAL MATERIAL OR ABC STONE TO BACKFILL AROUND EXCAVATION OF MANHOLES UP TO
SUBGRADE.
6.AN ADDITIONAL FOOT OF STONE WILL BE REQUIRED 10' EITHER SIDE OF MANHOLE FOR ENTIRE
WIDTH OF ROADWAY.
ADDITIONAL MEASURES MAY BE DEEMED NECESSARY BY THE TOWN PENDING SEVERITY OF THE SOILS.
THE PAVEMENT THICKNESS OF ANY STREET SHALL, AT A MINIMUM, EQUAL THE DESIGN SHOWN IN THE
STANDARD DETAILS SECTION OF THESE STANDARDS FOR THE VARIOUS STREET WIDTHS.
APPROVED PAVEMENT DESIGN METHODS INCLUDE THOSE AS PROPOSED BY NCDOT, THE 1986 AASHTO
GUIDELINES AND THE 1981 ASPHALT INSTITUTE MS 1 DOCUMENT.
THE AASHTO METHOD WILL REQUIRE USE OF A TERMINAL SERVICEABILITY INDEX OF 2.0 FOR
COLLECTORS AND 2.5 FOR THOROUGHFARES, SO = 0.49 FOR FLEXIBLE PAVEMENT AND SO = 0.39 FOR
RIGID PAVEMENTS, AND A RELIABILITY OF 98% FOR THOROUGHFARES AND A RELIABILITY OF 95% FOR
COLLECTORS.
ALL STREETS MAINTAINED BY THE NCDOT MUST RECEIVE APPROVAL OF THE PAVEMENT DESIGN FROM
NCDOT PRIOR TO THE BEGINNING OF CONSTRUCTION. NORMAL CROWN FOR THE PAVEMENT SECTION
SHALL BE ¼”/FOOT, EXCEPT AS APPROVED FOR SUPERELEVATED CROSS[1]SECTIONS
NOT PART OF
THIS PHASE
NOT PART OF
THIS PHASE
DocuSign Envelope ID: F45C951A-0EF3-4745-8AB9-9A7821416DC7
1/16/2024
1/16/2024
X
X
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X
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G
G G G G G G G G G G
G
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G
G
G
R R R R R
W W W W W W W W W W W W W W W
W
W
W
W
W
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W W W W W W W W W W W W W W W
W
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
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R
R
R
R
R
R
R
R
R
R
W
W
W
R R R R R R R R R R R
R
R
R
R
R
R
R R R R R R R R R R R R R R R
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
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W
W
W
W W W W
W
W
W
W
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R R
R
R
R
R
R
R
R
R
R
R R R R R R
R
FM
FM
FM
FM
FM
FM
R
RRRRR
80
85
84
83
231
87
237
236
235
91
234
90
233
89
232
88
15
16
17
10
18
11
19
12
20
13
22
14
46
65
73
66
67
68
76
69
70
63
64
72
45
71
79
78
81
82
86
92
77
505152
21
74
75
48 47
585354555657 6059 6261
49
SS
SS
SSSSSSSSSSSS
SS
SSSS
SS
SS
SS
SSSS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
AL
L
E
Y

5
(2
5
'

A
C
C
E
S
S

E
A
S
E
M
E
N
T
)
AL
L
E
Y

9
(2
5
'

A
C
C
E
S
S

E
A
S
E
M
E
N
T
)
AL
L
E
Y

5
(2
5
'

A
C
C
E
S
S

E
A
S
E
M
E
N
T
)
CALVAND
E
R

L
A
N
E
(51' PUB
L
I
C

R
O
W
)
CALVANDER LANE
(51' PUBLIC ROW)
AL
L
E
Y

4
(2
5
'

A
C
C
E
S
S

E
A
S
E
M
E
N
T
)
NA
H
U
N
T
A

R
O
A
D
(5
5
'

P
U
B
L
I
C

R
O
W
)
CALVANDER LANE
(51' PUBLIC ROW)
AL
L
E
Y

8
(2
5
'

A
C
C
E
S
S

E
A
S
E
M
E
N
T
)
AL
L
E
Y

9
(2
5
'

A
C
C
E
S
S

E
A
S
E
M
E
N
T
)
CA
R
O
V
A

B
E
N
D
(5
5
'

P
U
B
L
I
C

R
O
W
)
LE
L
A
N
D

C
R
E
S
T

D
R
I
V
E
(8
2
'

P
U
B
L
I
C

R
O
W
)
FUTURE PHASE
SR
1
1
5
4

-

W
O
O
D
S

C
R
E
E
K

R
O
A
D
(EXI
S
T
I
N
G

6
0
'

P
U
B
L
I
C

R
/
W

D
B
.

9
2
6
4

P
G
.

2
9
5
)
FUTURE AMENITY SITE
FUTURE
TOWN PARK AREA
25 AC
(TO BE DEDICATED)
ALLEY 10
(25' ACCESS EASEMENT)
SS
SS
OFF-SITE ROAD IMPROVEMENT BY OTHERS
SS
SS
SS
S
S
S
S
ECB
ECB
ECA ECA ECA ECB ECB ECB ECB ECB ECB
ECB ECB ECB ECB ECB ECB ECB ECB
ECB
ECB
ECB
ECB
ECB
ECB
ECB
ECB
ECB
ECB
ECB
ECB
ECB
ECB
ECB
ECB
ECB
ECB
ECB
ECB
ECB
ECB
ECB
ECB
ECB
ECB
ECB
ECB
ECB
ECB
ECB
ECB
ECBECB
ECB
ECB
ECB
ECB
ECB
ECB
ECB
ECB
ECB
ECB
ECB
ECB
ECB
ECB
ECB
DI-1107
ECB
325
WETLANDS (TYP)
TOP OF BANK (TYP.)
30' HOLLY SPRINGS
CAFE FEAR BUFFER
PUBLIC 10' ASPHALT
MULTI-USE TRAIL (TYP)
10' ASPHALT MULTI-USE
TRAIL (TYP)
LENNAR CAROLINAS LLC
DB 17612, PG. 1928
PIN: 0730533724
LAND USE: VACANT
ZONING: PUD
TOWN OF HOLLY SPRINGS
50' DIXIE PIPEL
I
N
E

C
O
M
P
A
N
Y

R
/
W
DB 2758, PG. 64
3
PUBLIC 30' MULTI-USE
TRAIL EASEMENT (TYP)
FEMA EFFECTIVE 100 YR
FEMA EFFECTIVE FUTURE
PDE
DE
FUTURE
TOWN PARK AREA
25 AC
(TO BE DEDICATED)
FUTURE PHASE
FUTURE AMENITY SITE
DE
10' ASPHALT MULTI-USE
TRAIL (TYP)
20' MULTI-USE TRAIL
EASEMENT (TYP)
PHASE ONE TRAIL ENDS HERE
DE
PDE
20' DE
PDE
20' PDE
20' DE
20' PUE
PUBLIC 10' ASPHALT
MULTI-USE TRAIL (TYP)
PUBLIC 30' MULTI-USE
TRAIL EASEMENT (TYP)
FUTURE PUBLIC 10' ASPHALT
MULTI-USE TRAIL TO BE
CONSTRUCTED BY LENNAR
FUTURE PUBLIC 20' MULTI-USE TRAIL EASEMENT
TO BE CONSTRUCTED BY LENNAR
20' DE
WETLANDS (TYP)
PUBLIC 10' ASPHALT
MULTI-USE TRAIL (TYP)
PUBLIC 30' MULTI-USE
TRAIL EASEMENT (TYP)
TOP OF BANK
20' PDE
XS 2043
100 YR PR
O
P
O
S
E
D

W
S
E
L

=

2
7
8
.
4
4
20' PDE
XS 2317
100 YR P
R
O
P
O
S
E
D

W
S
E
L

=

2
8
4
.
4
6
50' DIXIE PIPELINE COMPANY R/W
DB 2758, PG. 643
C
A
R
O
V
A

B
E
N
D
(
5
5
'

P
U
B
L
I
C

R
O
W
)
75040
CB1214
75041
CB1216
75042
CB1213
75043
DI1237
CB - 1214
RIM: 322.85'
INV. IN: 316.73' (CB - 1215)
INV. IN: 313.91' (CB - 1216)
INV. OUT: 313.74' (CB - 1213)
INV. IN: 316.47' (CB - 1238)
INV. OUT: 316.31' (CB - 1213)
CB - 1216
RIM: 322.77'
INV. IN: 316.33' (CB - 1220)
INV. OUT: 314.19' (CB - 1214)
30.87 LF
15" RCP
@ 0.91%
64.83 LF
18" RCP
@ 0.63%
CB - 1213
RIM: 323.31'
INV. IN: 312.86' (CB - 1214)
INV. IN: 315.86' (DI - 1237)
INV. OUT: 312.78' (CB - 1212)
134.05 LF
18" RCP
@ 0.66%
STORM STRUCTURE POINT TABLE
POINT #
50158
50073
50147
50149
65002
65008
65009
65005
50154
50153
75047
81004
75046
75045
75044
75042
75040
75041
65003
65001
75048
65007
50156
50155
65006
50148
75043
50159
65010
65011
65004
DESCRIPTION
CB 1206
CB 1231
CB 1232a
CB 1239
CB1201
CB1202
CB1204
CB1206A
CB1207
CB1208
CB1209
CB1209A
CB1210
CB1211
CB1212
CB1213
CB1214
CB1216
CB1218
CB1222
CB1228A
CB1237
CB1241
CB1242
CB1243
DI 1235A
DI1237
FES 1205
FES2050
JB 2052
JB2051
NORTHING
704274.0050
704159.7694
704166.0527
703924.6547
704352.9746
704300.5799
704415.2690
704306.6774
704274.1156
704247.4646
704055.8379
704041.0691
703961.8402
703820.8260
703705.2093
703640.4303
703506.3998
703506.2655
704353.2013
704298.5023
704235.7606
704302.7306
704276.1713
704275.8277
704302.8906
703924.8111
703639.3731
704266.8439
704198.0584
704535.8373
704318.0533
EASTING
2035564.0624
2035864.2555
2035838.6169
2035740.5117
2035629.4147
2035778.6037
2035781.8344
2035565.3671
2035776.7099
2035840.6545
2035794.8008
2035822.1526
2035730.8316
2035637.4627
2035602.4822
2035599.9818
2035596.2945
2035627.0538
2035598.5571
2035917.3031
2035871.9540
2035700.7487
2035693.6993
2035699.3179
2035694.9019
2035769.1430
2035652.1647
2035515.3252
2035612.9556
2035620.9123
2035614.1318
Revisions
K:
\
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C
a
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o
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S
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s

P
h
a
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s

1
-
5
\
C
A
D
\
A
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B
U
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e
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i
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3
\
S
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E
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C
4
.
1
-
4
.
6

S
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O
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M

D
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A
G
E

A
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D

G
R
A
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P
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_
A
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B

S
E
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N

3
.
d
w
g
-
Tu
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Sheet No.
Designer
Drawn By
Date
Job No.
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02190372.20
12/20/2023
WR
WR
1 inch = 50 ft.
50
GRAPHIC SCALE
0 25 50 100
ST
O
R
M

D
R
A
I
N
A
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E

&
GR
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D
I
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C4.2
SEE SHEET C4.5 FOR CONTINUATIONSEE SHEET C4.3 FOR CONTINUATION
SE
E

S
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E
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C
4
.
7

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EASEMENT ABBREVIATION LEGEND
DE DRAINAGE EASEMENT (PUBLIC)
GE GREENWAY EASEMENT (PUBLIC)
PDE PRIVATE DRAINAGE EASEMENT
PGE PRIVATE GREENWAY EASEMENT
PUE PUBLIC UTILITY EASEMENT
SCMMAE SCM MAINTENANCE AND ACCESS EASEMENT
SDTE SIGHT DISTANCE EASEMENT
STE STREET TREE EASEMENT
VWDE VARIABLE WIDTH DRAINAGE EASEMENT (PUBLIC)
LEGEND:
EXISTING WETLAND
TREE PRESERVATION AREA
30' TYPE B LANDSCAPE SCREEN - B-40
30' TYPE B LANDSCAPE SCREEN - B-75
30' TYPE B LANDSCAPE SCREEN - B-225
GRADING SPOT ELEVATION ABBREVIATION LEGEND
TC TOP OF CURB
GFE GARAGE FLOOR ELEVATION
TW TOP OF WALL
BW BOTTOM OF WALL
ECA DRAINAGE DIRECTED TOWARD FRONT OF BUILDING
ECB DRAINAGE DIRECTED TOWARD FRONT AND REAR OF BUILDING
ECC DRAINAGE DIRECTED TOWARD REAR OF BUILDING
SPILL CURB
(TYP.)
SPILL CURB
(TYP.)
SPILL CURB
(TYP.)
SPILL CURB
(TYP.)
NOT PART OF
THIS PHASE
I certify that these as-builts are accurate and that each of the items listed on the Town’s “As-Built
Checklist” as contained in the Town of Holly Springs Engineering Design and Construction
Standards is provided on this set of as-built drawings (14 total sheets in this set). I certify that
all of the information provided is field-verified as-built information.
(Seal) ________________________________ ___________________
Signature Registered Land Surveyor Date
(Seal) ________________________________ ___________________
Signature by Professional Engineer Date
_____________________________________ ______________
Acceptance by Construction Inspector Date
N O R T H C A RO
L
I
N
A
C
U
R
TIS M . B L A Z I E R
PR O F E SSIO
N
A
L
E
NGI N E E R
SEAL
033840
N O R T H C A RO
L
I
N
A
B
E
N
J A
MIN E . D A Y T ON
PR O F E SSIO
N
A
L
L
A
N
D
SU R V E Y OR
SEAL
L-4390
RECORD DRAWING NOTES:
1.THIS RECORD DRAWING SET OF PLANS IS BASED ON FIELD SURVEY PREPARED BY
WITHERSRAVENEL. INFORMATION SHOWN HEREON IS COMPRISED OF EXISTING AND
PROPOSED CONDITIONS AS ORIGINALLY APPROVED BY THE TOWN OF HOLLY SPRINGS UNLESS
OTHERWISE NOTED.
2.THE SANITARY SEWER AND STORM SEWER ASSOCIATED WITH CAROLINA SPRINGS PHASE 1,
SECTION 3 HAVE BEEN PHYSICALLY SURVEYED AND THIS PLAN REPRESENTS, TO THE BEST OF
OUR KNOWLEDGE, THE HORIZONTAL AND VERTICAL LOCATIONS OF THESE UTILITIES.
3.THE WATERLINE INFORMATION SHOWN ON THESE PLANS IS FROM PERIODIC INSPECTIONS
CONDUCTED THROUGHOUT THE CONSTRUCTION PHASE OF THE PROJECT. WITHERSRAVENEL
MAKES NO GUARANTEE OF THE SURVEYED ACCURACY OF THE WATERLINE SHOWN.
4.WITHERSRAVENEL IS NOT HELD RESPONSIBLE FOR INACCURACIES IN PLANS DUE TO SKETCHES
OR OTHER INFORMATION RECEIVED FROM CONTRACTOR(S) THAT DO NOT ACCURATELY
REFLECT FINISHED CONSTRUCTION FIELD CONDITIONS.
5. IN STREETS AND UTILITIES LOCATED IN THE TRIASSIC BASIN AS SHOWN IN TOHS DETAIL HS356
(WHERE TRIASSIC SOILS ON COMPRESSIBLE MINIATURE TRIASSIC SEDIMENTARY ROCK-LIKE MATERIAL
EXISTS) THERE WILL BE CERTAIN SPECIAL CRITERIA REQUIRED FOR ROADWAY CONSTRUCTION.
THE FOLLOWING MINIMUMS WILL BE REQUIRED OF DEVELOPERS:
1.PRE-QUALIFIED GEO-TECHNICAL FIRM APPROVED BY THE TOWN MUST BE ON SITE FULL TIME
WHILE THE UTILITIES AND ROADWAYS ARE BEING CONSTRUCTED.
2.DOCUMENTATION OF MOISTURE CONTENT, COMPACTION, DENSITY, GEOGRID DESIGN CRITERIA,
ETC. MUST BE PROVIDED TO TOWN INSPECTOR.
3.ALL ROADWAYS WILL HAVE TO BE PROOF-ROLLED AT BOTH SUB GRADE AND STONE GRADE BY
TOWN INSPECTOR AS WELL.
4.THE STANDARD ROADWAY CROSS-SECTION WILL BE WOVEN GEO-FABRIC DESIGN CRITERIA HP 270
OR EQUAL ON ENTIRE ROAD (AND MUST BE APPROVED BY THE TOWN OF HOLLY SPRINGS), 7” ABC
STONE, WITH ASPHALT COMPLETED IN STAGED CONSTRUCTION OF 2.5” I-19 ASPHALT AND 1.5”
S9.5C IN STAGE ONE AND 1.5” S9.5C FINAL OVERLAY INITIAL ONE-YEAR WARRANTY WITH AN
ADDITIONAL YEAR EXTENSION STARTING AFTER FINAL OVERLAY SHALL BE REQUIRED FOR
ROADWAYS. FOR THE EXTENDED WARRANTY PERIOD, IT WILL BE REQUIRED TO POST A BOND, LOC,
OR CASH FOR 50% OF ACTUAL COST OF ROADWAY (STORM DRAINAGE, CURB & GUTTER,
SIDEWALK AND PAVEMENT).
5.WHERE MANHOLES ARE LOCATED IN STREETS IT WILL BE REQUIRED TO HAVE SUITABLE OFF-SITE
STRUCTURAL MATERIAL OR ABC STONE TO BACKFILL AROUND EXCAVATION OF MANHOLES UP TO
SUBGRADE.
6.AN ADDITIONAL FOOT OF STONE WILL BE REQUIRED 10' EITHER SIDE OF MANHOLE FOR ENTIRE
WIDTH OF ROADWAY.
ADDITIONAL MEASURES MAY BE DEEMED NECESSARY BY THE TOWN PENDING SEVERITY OF THE SOILS.
THE PAVEMENT THICKNESS OF ANY STREET SHALL, AT A MINIMUM, EQUAL THE DESIGN SHOWN IN THE
STANDARD DETAILS SECTION OF THESE STANDARDS FOR THE VARIOUS STREET WIDTHS.
APPROVED PAVEMENT DESIGN METHODS INCLUDE THOSE AS PROPOSED BY NCDOT, THE 1986 AASHTO
GUIDELINES AND THE 1981 ASPHALT INSTITUTE MS 1 DOCUMENT.
THE AASHTO METHOD WILL REQUIRE USE OF A TERMINAL SERVICEABILITY INDEX OF 2.0 FOR
COLLECTORS AND 2.5 FOR THOROUGHFARES, SO = 0.49 FOR FLEXIBLE PAVEMENT AND SO = 0.39 FOR
RIGID PAVEMENTS, AND A RELIABILITY OF 98% FOR THOROUGHFARES AND A RELIABILITY OF 95% FOR
COLLECTORS.
ALL STREETS MAINTAINED BY THE NCDOT MUST RECEIVE APPROVAL OF THE PAVEMENT DESIGN FROM
NCDOT PRIOR TO THE BEGINNING OF CONSTRUCTION. NORMAL CROWN FOR THE PAVEMENT SECTION
SHALL BE ¼”/FOOT, EXCEPT AS APPROVED FOR SUPERELEVATED CROSS[1]SECTIONS
NOT PART OF
THIS PHASE
NOT PART OF
THIS PHASE
NOT PART OF
THIS PHASE
DocuSign Envelope ID: F45C951A-0EF3-4745-8AB9-9A7821416DC7
1/16/2024
1/16/2024
W W W W W W W W W W W W W W W W W W W W W W
R R R R R R R R R R R
W W W W W W W W W W W W W W WRRRR
R
R R R
R R R R R R R R R R R R R R R R R R R
R
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W W W W W W W W
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R R R R R R R R R R R R R R R R R R R R R R
W
R
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W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
WWWWWWWWWW
W
W
W
R
R
R
R
R
R
R
R
R
R
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R
R
R
R
R
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R
R
R
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R
R
R
R
R
R
R
R
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R
R
R
R R R R R R R R R R R R R
W
W
R R R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
239
240
241
242
128123117
184
188 187189
238
204
190
375
357
383 382
373
379
361
193
262
194
263
195
264
196
251
259
267
191
252
260 268 269
198
254
270
202
255 256
422425426423424
231
215
230
214
229
221
213
101
228
220
212
100
227
219
211
99
218
210
98
217
97
232
224
216
223
378 377
358
404 405 406 407 408 410 411 412 413 414 419418417416
92
93
94
95
102
103
104
105
106
107
108
109
111
112
113
114
110
387
421
384
363
271
245 247 248 249
258
203
197 192
186
185
144
142
141
140
139
138137136135134132133130129127126125124119118116
96
226
415 420
143
120 121 122
131
250 253
246
225
222
390392393395396
OPEN SPACE
243
244
201 200 199
257 261 265 266
409
385389
394
401 400 399 398
381 380 376 374 372 371 370 369 368 367 366 365 364 362
360
359
115
206208207 205209
397402
391 388 386
403
430 427428429431435432433434436
SS
SS
SSSSSSSSSSSS
SS
S
S
SS
SS
SSSS CAROLINA SPRINGS BOULEVARD
(82' PUBLIC ROW)
ALLEY 1
(25' ACCESS EASEMENT)
NA
H
U
N
T
A

R
O
A
D
(55
'

P
U
B
L
I
C

R
O
W
)
ALL
E
Y

4
(25
'

A
C
C
E
S
S

E
A
S
E
M
E
N
T
)
(2
5
'

A
C
C
E
S
S

E
A
S
E
M
E
N
T
)
AL
L
E
Y

2
(2
5
'

A
C
C
E
S
S

E
A
S
E
M
E
N
T
)
(55' PUBLIC ROW)
DEERCROFT DRIVE
(55' PUBLIC ROW)
RE
D

B
R
U
S
H

W
A
Y
(5
1
'

P
U
B
L
I
C

R
O
W
)
CAROLINA SPRINGS BOULEVARD
(55' PUBLIC ROW)
NA
H
U
N
T
A

R
O
A
D
(5
5
'

P
U
B
L
I
C

R
O
W
)
AL
L
E
Y

4
(2
5
'

A
C
C
E
S
S

E
A
S
E
M
E
N
T
)
ALLEY 1
(25' ACCESS EASEMENT)
GO
O
S
E

N
E
S
T

C
O
V
E
(5
5
'

P
U
B
L
I
C

R
O
W
)
ALLEY 3
(25' ACCESS EASEMENT)
10'x8'
R
C
B
C
ALLEY 10
(25' ACCESS EASEMENT)
RISER 8
FES 8
SSSSSSSS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SSSSSSSS
SSSSSSSS
SS
SS
SS SS SS SS SS
SSSSSS
SS SS
SS
SS
SS
SS
ECB
ECB
ECB
ECB
ECB
ECB
ECB
ECB
ECB
ECB
ECB
ECB
ECB
ECB
ECB
ECB
ECB
ECB
ECB
ECB
ECB
ECB
ECB
ECB
ECB
ECB
ECC
ECC
ECB
ECB
ECB
ECB
ECB
ECB
ECB
ECB
ECB
ECB
ECB
ECB
ECB
ECB
ECB
ECB
ECB
ECB
ECB
ECB
ECB
ECB
ECB
ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB
ECB
ECB
ECB
ECB
ECB
ECB
ECB
ECBECBECBECBECBECBECBECBECBECBECBECBECBECBECBECBECBECBECBECBECBECBECB
ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB
ECB
ECB
ECB
ECB
ECB
ECB
ECBECBECBECBECBECBECBECBECBECBECBECBECBECBECBECBECBECBECB
ECBECBECBECBECBECBECBECBECBECBECB
ECBECBECBECBECB
ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB
ECAECAECAECAECAECAECAECAECAECAECA
ECB
ECB
ECAECAECAECAECAECAECA
ECB
100 YR BACKWATER
EASEMENT
ELEV. 312.04
EXISTING CLOGGED PIPE TO BE PUMPED
WITH FLOWABLE FILL AND ABANDONED
POND BUFFER
ECB
ECBECB
EXISTING POND
TO REMAIN
WETLANDS
(TYP)
SCM 8
WET DETENTION POND
PUBLIC 10' ASPHALT
MULTI-USE TRAIL (TYP)
PUBLIC 30' MULTI-USE
TRAIL EASEMENT (TYP)
TOP OF BANK
20' SCMMAE
WETLANDS (TYP)
PRIVATE 10' ASPHALT
MULTI-USE TRAIL (TYP)
PRIVATE 30' MULTI-USE
TRAIL EASEMENT (TYP)
20' PDE
20' PDE
20' PDE
20' PDE
30' DE
20' SCMMAE
VWDE
PUD BOUNDARY
PDE
20' PDE
20' DE
20' DE
VWDE
20' DE
30' HOLLY
SPRINGS
CAPE FEAR
BUFFER
VARIABLE
WIDTH
PUE
20' PDE
30' PDE
20' DE
20' DE
SWALE 11; SEE
NOTE ON LEFT SWALE 11; SEE
NOTE ON LEFT SWALE 10; SEE
NOTE ON LEFT SWALE 10; SEE
NOTE ON LEFT
ECB
ECB
FES - 1205
RE
D

B
R
U
S
H

W
A
Y
(2
5
'

A
C
C
E
S
S

E
A
S
E
M
E
N
T
)
50147
CB 1232a
50148
DI 1235A
50073
CB 1231
50149
CB 1239
50153
CB1208
50154
CB1207
50155
CB1242
50156
CB1241
50158
CB 1206
50159
FES 1205
75042
CB1213
75043
DI1237
75044
CB1212
75045
CB1211
75046
CB1210
75047
CB1209
75048
CB1228A
CB - 1211
RIM: 318.90'
INV. IN: 311.22' (CB - 1212)
INV. IN: 314.53' (CB - 1234)
INV. OUT: 310.85' (CB - 1210)
CB - 1231
RIM: 312.65'
INV. IN: 308.26' (CB - 1232)
INV. OUT: 308.09' (CB - 1232A)
CB - 1228A
RIM: 310.76'
INV. IN: 306.54' (CB - 1228)
INV. OUT: 306.36' (CB - 1208)
DI - 1235A
RIM: 318.06'
INV. IN: 313.67' (CB - 1240)
INV. OUT: 313.51' (CB - 1239)
DI - 1237
RIM: 321.22'
INV. IN: 316.47' (CB - 1238)
INV. OUT: 316.31' (CB - 1213)
49.26 LF
48" RCP
@ 0.61%
CB - 1206
RIM: 309.60'
INV. IN: 299.06' (CB - 1241)
INV. IN: 305.29' (CB - 1206A)
INV. OUT: 298.92' (FES - 1205)
129.65 LF
48" RCP
@ 0.52%
CB - 1241
RIM: 309.12'
INV. IN: 299.86' (CB - 1242)
INV. OUT: 299.73' (CB - 1206)
5.63 LF
48" RCP
@ 1.78%
77.41 LF
48" RCP
@ 0.50%69.28 LF
30" RCP
@ 0.81%
CB - 1208
RIM: 310.73'
INV. IN: 305.27' (CB - 1232A)
INV. IN: 305.97' (CB - 1228A)
INV. OUT: 305.11' (CB 1207)
81.44 LF
30" RCP
@ 0.83%
CB - 1232A
RIM: 312.68'
INV. IN: 306.27' (CB - 1209)
INV. IN: 307.65' (CB - 1231)
INV. OUT: 305.95' (CB - 1208)
118.61 LF
30" RCP
@ 1.45%CB - 1209
RIM: 315.84'
INV. IN: 308.32' (CB - 1210)
INV. IN: 310.14' (CB - 1209A)
INV. OUT: 307.99' (CB - 1232A)
113.70 LF
24" RCP
@ 0.77%CB - 1210
RIM: 316.18'
INV. IN: 312.80' (CB - 1239)
INV. IN: 309.80' (CB - 1211)
INV. OUT: 309.19' (CB - 1209)
38.42 LF
18" RCP
@ 1.07%
169.12 LF
24" RCP
@ 0.62%
120.79 LF
18" RCP
@ 0.85%
CB - 1212
RIM: 321.04'
INV. IN: 312.37' (CB - 1213)
INV. OUT: 312.25' (CB - 1211)
64.83 LF
18" RCP
@ 0.63%
CB - 1242
RIM: 309.24'
INV. IN: 300.13' (CB 1207)
INV. IN: 301.48' (CB - 1237)
INV. OUT: 299.96' (CB - 1241)
CB 1207
RIM: 309.01'
INV. IN: 304.55' (CB - 1208)
INV. IN: 300.62' (CB - 1202)
INV. OUT: 300.52' (CB - 1242)
31.08 LF
15" RCP
@ 3.12%
81004
CB1209A
CB - 1209A
RIM: 315.71'
INV. OUT: 311.11' (CB - 1209)
CB - 1239
RIM: 316.68'
INV. IN: 313.36' (DI - 1235A)
INV. OUT: 313.21' (CB - 1210)
CB - 1206A
RIM: 311.80'
INV. IN: 305.69' (CB - 1218)
INV. OUT: 305.52' (CB - 1206)57.15 LF
24" RCP
@ 0.52%
CB - 1201
RIM: 311.79'
INV. OUT: 307.37' (CB - 1218)
120.00 LF
30" RCP
@ 0.86%
FES - 2050
RIM: 296.38'
INV. IN: 293.50' (JB - 2051)
JB - 2052
RIM: 312.99'
INV. IN: 299.29' (JB - 2053)
INV. OUT: 299.15' (JB - 2051)
26.53 LF
24" RCP
@ 0.53%
CB - 1202
RIM: 311.33'
INV. IN: 300.89' (CB - 1204)
INV. OUT: 300.76' (CB 1207)
114.80 LF
24" RCP
@ 0.51%
CB - 1237
RIM: 310.77'
INV. IN: 307.00' (CB - 1243)
INV. OUT: 301.87' (CB - 1242)
5.85 LF
15" RCP
@ 2.39%
CB - 1243
RIM: 310.78'
INV. OUT: 307.14' (CB - 1237)
26.94 LF
15" RCP
@ 1.45%
217.89 LF
30" RCP
@ 0.51%
65001
CB1222
65002
CB1201
65003
CB1218
65004
JB2051
65005
CB1206A
65006
CB1243
65007
CB1237 65008
CB1202
65009
CB1204
65010
FES2050
65011
JB 2052
CB - 1204
RIM: 310.67'
INV. IN: 301.79' (CB - 1230)
INV. IN: 301.62' (DI - 1250)
INV. OUT: 301.47' (CB - 1202)
DEERCROFT DRIVE
(55' PUBLIC ROW)
CB - 1218
RIM: 311.70'
INV. IN: 306.83' (CB - 1201)
INV. IN: 306.67' (CB - 1219)
INV. OUT: 305.99' (CB - 1206A)
30.86 LF
15" RCP
@ 1.75%
LE
L
A
N
D

C
R
E
S
T

D
R
I
V
E
(82
'

P
U
B
L
I
C

R
O
W
)
CB - 1222
RIM: 312.65'
INV. OUT: 307.63' (CB - 1228)
36.64 LF
15" RCP
@ 1.97%
33.42 LF
18" RCP
@ 1.17%
CB - 1228
RIM: 311.46'
INV. IN: 306.87' (CB - 1229A)
INV. IN: 306.91' (CB - 1222)
INV. OUT: 306.76' (CB - 1228A)
Revisions
K:
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1
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7
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a
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a

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02190372.20
12/20/2023
WR
WR
1 inch = 50 ft.
50
GRAPHIC SCALE
0 25 50 100
ST
O
R
M

D
R
A
I
N
A
G
E

&
GR
A
D
I
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G

P
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C4.3SEE SHEET C4.2 FOR CONTINUATION
SE
E

S
H
E
E
T

C
4
.
4

F
O
R

C
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EASEMENT ABBREVIATION LEGEND
DE DRAINAGE EASEMENT (PUBLIC)
GE GREENWAY EASEMENT (PUBLIC)
PDE PRIVATE DRAINAGE EASEMENT
PGE PRIVATE GREENWAY EASEMENT
PUE PUBLIC UTILITY EASEMENT
SCMMAE SCM MAINTENANCE AND ACCESS EASEMENT
SDTE SIGHT DISTANCE EASEMENT
STE STREET TREE EASEMENT
VWDE VARIABLE WIDTH DRAINAGE EASEMENT (PUBLIC)
LEGEND:
EXISTING WETLAND
TREE PRESERVATION AREA
30' TYPE B LANDSCAPE SCREEN - B-40
30' TYPE B LANDSCAPE SCREEN - B-75
30' TYPE B LANDSCAPE SCREEN - B-225
GRADING SPOT ELEVATION ABBREVIATION LEGEND
TC TOP OF CURB
GFE GARAGE FLOOR ELEVATION
TW TOP OF WALL
BW BOTTOM OF WALL
ECA DRAINAGE DIRECTED TOWARD FRONT OF BUILDING
ECB DRAINAGE DIRECTED TOWARD FRONT AND REAR OF BUILDING
ECC DRAINAGE DIRECTED TOWARD REAR OF BUILDING
SPILL CURB
(TYP.)
SPILL CURB
(TYP.)
SPILL CURB
(TYP.)
SPILL CURB
(TYP.)
SPILL CURB
(TYP.)
SPILL CURB
(TYP.)
1
1
1 1
1
I certify that these as-builts are accurate and that each of the items listed on the Town’s “As-Built
Checklist” as contained in the Town of Holly Springs Engineering Design and Construction
Standards is provided on this set of as-built drawings (14 total sheets in this set). I certify that
all of the information provided is field-verified as-built information.
(Seal) ________________________________ ___________________
Signature Registered Land Surveyor Date
(Seal) ________________________________ ___________________
Signature by Professional Engineer Date
_____________________________________ ______________
Acceptance by Construction Inspector Date
N O R T H C A RO
LI
N
A
C
U
R
TIS M . B L A Z IE R
PR O F E S SIO
N
A
L
E
NGI N E E R
SEAL
033840
N O R T H C A RO
L
I
N
A
B
E
N
J
A
MIN E . D A Y T ON
PR O F E SSIO
N
A
L
L
A
N
D
SU R V E Y O
R
SEAL
L-4390
RECORD DRAWING NOTES:
1.THIS RECORD DRAWING SET OF PLANS IS BASED ON FIELD SURVEY PREPARED BY
WITHERSRAVENEL. INFORMATION SHOWN HEREON IS COMPRISED OF EXISTING AND
PROPOSED CONDITIONS AS ORIGINALLY APPROVED BY THE TOWN OF HOLLY SPRINGS UNLESS
OTHERWISE NOTED.
2.THE SANITARY SEWER AND STORM SEWER ASSOCIATED WITH CAROLINA SPRINGS PHASE 1,
SECTION 3 HAVE BEEN PHYSICALLY SURVEYED AND THIS PLAN REPRESENTS, TO THE BEST OF
OUR KNOWLEDGE, THE HORIZONTAL AND VERTICAL LOCATIONS OF THESE UTILITIES.
3.THE WATERLINE INFORMATION SHOWN ON THESE PLANS IS FROM PERIODIC INSPECTIONS
CONDUCTED THROUGHOUT THE CONSTRUCTION PHASE OF THE PROJECT. WITHERSRAVENEL
MAKES NO GUARANTEE OF THE SURVEYED ACCURACY OF THE WATERLINE SHOWN.
4.WITHERSRAVENEL IS NOT HELD RESPONSIBLE FOR INACCURACIES IN PLANS DUE TO SKETCHES
OR OTHER INFORMATION RECEIVED FROM CONTRACTOR(S) THAT DO NOT ACCURATELY
REFLECT FINISHED CONSTRUCTION FIELD CONDITIONS.
5. IN STREETS AND UTILITIES LOCATED IN THE TRIASSIC BASIN AS SHOWN IN TOHS DETAIL HS356
(WHERE TRIASSIC SOILS ON COMPRESSIBLE MINIATURE TRIASSIC SEDIMENTARY ROCK-LIKE MATERIAL
EXISTS) THERE WILL BE CERTAIN SPECIAL CRITERIA REQUIRED FOR ROADWAY CONSTRUCTION.
THE FOLLOWING MINIMUMS WILL BE REQUIRED OF DEVELOPERS:
1.PRE-QUALIFIED GEO-TECHNICAL FIRM APPROVED BY THE TOWN MUST BE ON SITE FULL TIME
WHILE THE UTILITIES AND ROADWAYS ARE BEING CONSTRUCTED.
2.DOCUMENTATION OF MOISTURE CONTENT, COMPACTION, DENSITY, GEOGRID DESIGN CRITERIA,
ETC. MUST BE PROVIDED TO TOWN INSPECTOR.
3.ALL ROADWAYS WILL HAVE TO BE PROOF-ROLLED AT BOTH SUB GRADE AND STONE GRADE BY
TOWN INSPECTOR AS WELL.
4.THE STANDARD ROADWAY CROSS-SECTION WILL BE WOVEN GEO-FABRIC DESIGN CRITERIA HP 270
OR EQUAL ON ENTIRE ROAD (AND MUST BE APPROVED BY THE TOWN OF HOLLY SPRINGS), 7” ABC
STONE, WITH ASPHALT COMPLETED IN STAGED CONSTRUCTION OF 2.5” I-19 ASPHALT AND 1.5”
S9.5C IN STAGE ONE AND 1.5” S9.5C FINAL OVERLAY INITIAL ONE-YEAR WARRANTY WITH AN
ADDITIONAL YEAR EXTENSION STARTING AFTER FINAL OVERLAY SHALL BE REQUIRED FOR
ROADWAYS. FOR THE EXTENDED WARRANTY PERIOD, IT WILL BE REQUIRED TO POST A BOND, LOC,
OR CASH FOR 50% OF ACTUAL COST OF ROADWAY (STORM DRAINAGE, CURB & GUTTER,
SIDEWALK AND PAVEMENT).
5.WHERE MANHOLES ARE LOCATED IN STREETS IT WILL BE REQUIRED TO HAVE SUITABLE OFF-SITE
STRUCTURAL MATERIAL OR ABC STONE TO BACKFILL AROUND EXCAVATION OF MANHOLES UP TO
SUBGRADE.
6.AN ADDITIONAL FOOT OF STONE WILL BE REQUIRED 10' EITHER SIDE OF MANHOLE FOR ENTIRE
WIDTH OF ROADWAY.
ADDITIONAL MEASURES MAY BE DEEMED NECESSARY BY THE TOWN PENDING SEVERITY OF THE SOILS.
THE PAVEMENT THICKNESS OF ANY STREET SHALL, AT A MINIMUM, EQUAL THE DESIGN SHOWN IN THE
STANDARD DETAILS SECTION OF THESE STANDARDS FOR THE VARIOUS STREET WIDTHS.
APPROVED PAVEMENT DESIGN METHODS INCLUDE THOSE AS PROPOSED BY NCDOT, THE 1986 AASHTO
GUIDELINES AND THE 1981 ASPHALT INSTITUTE MS 1 DOCUMENT.
THE AASHTO METHOD WILL REQUIRE USE OF A TERMINAL SERVICEABILITY INDEX OF 2.0 FOR
COLLECTORS AND 2.5 FOR THOROUGHFARES, SO = 0.49 FOR FLEXIBLE PAVEMENT AND SO = 0.39 FOR
RIGID PAVEMENTS, AND A RELIABILITY OF 98% FOR THOROUGHFARES AND A RELIABILITY OF 95% FOR
COLLECTORS.
ALL STREETS MAINTAINED BY THE NCDOT MUST RECEIVE APPROVAL OF THE PAVEMENT DESIGN FROM
NCDOT PRIOR TO THE BEGINNING OF CONSTRUCTION. NORMAL CROWN FOR THE PAVEMENT SECTION
SHALL BE ¼”/FOOT, EXCEPT AS APPROVED FOR SUPERELEVATED CROSS[1]SECTIONS
NOT PART OF
THIS PHASE
NOT PART OF
THIS PHASE
NOT PART OF
THIS PHASE
DocuSign Envelope ID: F45C951A-0EF3-4745-8AB9-9A7821416DC7
1/16/2024
1/16/2024
CAROLINA SPRINGS BLVD
270
275
280
285
290
295
300
305
310
315
320
325
330
335
270
275
280
285
290
295
300
305
310
315
320
325
330
335
9+50 10+00
30
8
.
2
8
31
1
.
5
1
10+50
30
2
.
4
0
31
1
.
0
1
11+00
30
4
.
2
2
31
0
.
5
4
11+50
30
3
.
6
3
31
0
.
4
3
12+00
29
8
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8
0
31
0
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7
4
12+50
29
7
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6
9
31
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2
4
13+00
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31
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7
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13+50
30
7
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2
31
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4
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32
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0.19%
1.25%
1.10%
-1.00%
1.00%
LVC: 120.00'
AD: 2.00
K: 60.0
PVI EL: 310.12'
PVI STA: 11+38.41
LOW PT EL: 310.42'
LOW PT STA: 11+38.41
ST
A
:

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LVC: 465.00'
AD: -5.51
K: 84.5
PVI EL: 320.55'
PVI STA: 20+61.52
HIGH PT EL: 318.30'
HIGH PT STA: 19+34.58
ST
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1
6"x6" TEE WITH (3)
6" GATE VALVES
TEMPORARY
BLOW OFF
ASSEMBLY
6"x6"
CROSS
WITH (4)
6" GATE
VALVES
EXISTING GRADE
6" C900 PVC RECLAIM
WATERLINE
8" DIP WATER MAIN
3.5' SIGHT
ELEV.
3.5' SIGHT
ELEV.
3.5' SIGHT
ELEV.
3.5' SIGHT
ELEV.
3.5' SIGHT
ELEV.
2.0' MIN.
±STA. 15+55.88
END CONSTRUCTION
SECTIONS 1-5
2.0' MIN.
VERTICAL SIGHT
DISTANCE ( RT TURN)
REQUIRED =287'
8"x8" TEE WITH (3)
8" GATE VALVES
FIRE HYDRANT
ASSEMBLY
8"x8" CROSS
WITH (4) 8"
GATE VALVES
EXISTING GRADE
PROPOSED
GRADE
6" C900 PVC
RECLAIM
WATERLINE
8" DIP WATER MAIN
VERTICAL SIGHT
DISTANCE ( RT TURN)
REQUIRED =287'
3.5' SIGHT
ELEV.
VERTICAL SIGHT
DISTANCE ( LT TURN)
REQUIRED =331'
3.5' SIGHT
ELEV.
3.5' SIGHT
ELEV.
2.0' MIN.
FIRE HYDRANT
ASSEMBLY
PROPOSED GRADE
VERTICAL SIGHT
DISTANCE ( LT TURN)
REQUIRED =331'
6" C900 PVC RECLAIM
WATERLINE
2.0' MIN.
APPROXIMATE LOCATION OF EXISTING TEL UTILITY.
CONTRACTOR TO FIELD VERIFY AND RELOCATE
WITH EQUAL COVER BELOW PROPOSED GRADE
TEMPORARY
6" GV
2" BOA
TEMPORARY
8" GV
2" BOA
TEMPORARY
6" GV
2" BOA
TEMPORARY
8" GV
2" BOA
31
0
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4
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6
6
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.
1
8
39
7
.
9
8
59.31'
8" DIP
@1.00%
253.92 LF 8" PVC @ 0.45%
98.47 LF 8" PVC @ 0.45%
176.41 LF 8" PVC @ 0.45%
386.16 LF 8" PVC @ 0.45%
106.17 LF 8" PVC @ 0.45%
47.96 LF
8" PVC
@0.45%
62.95 LF
8" PVC
@0.45%
T
T
T
T
T
T
T
128123117
188 187189
204
190193194195196191
198202
215
214
213
212
211
210
109
111
112
113
114
110
387
203
197 192
186
185
142
141
140
139
138137136135134132133130129127126125124119118116
143
120 121 122
131
390392393395396
OPEN SPACE
243
244
201 200 199
385389
394
401 400 399 398
115
206208207 205209
397402
391 388 386
SS
SSSSSSSSSSSS
SS
SS
SSSS
SSSSSSSS
SS
SS
SS
MH 218
SS
SS
10+00
11+00 12+00
13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00
23+
0
0
BP: 10+00.00
PI: 15+59.52
PC
:

2
1
+
7
6
.
0
8
MH 220
MH 219
MH 217
R
R
R R R
R R R R R R R R R R R R R R R R R R R
R
R
R
W W W W W W W W
W
W
W
W
W
W
W
W
W
W
W
W
WWWWWWWWWW
W
W
W
R
R
R
R
R
R
R
R
R
R
R
R R R R R R R R R R R R R
R
R
R
R
R
R
R
MH 216
MH 214
MH 213
MH 374
MH 227A
MH 234
CB - 807
CB - 841
CB - 808
CB - 835
CB - 814
CB - 832
CB - 840
CB - 837
CB - 838 CB - 860
CB - 833
CB - 807
CB - 808
CB - 809
CB - 812
CB - 810
CB - 811
CB - 816
CB - 840
CB - 839
CB - 864
CB - 842
CB - 861
CB - 813
CB - 925
CB - 927
SECTION 4
SECTION 2
SE
C
T
I
O
N

2
SE
C
T
I
O
N

3
SE
C
T
I
O
N

1
B
SE
C
T
I
O
N

4
SECTION 2
SECTION 1B
SECTION 5
SECTION 3
SE
C
T
I
O
N

1
B
JB - 2051
CB - 1206
CB - 1208
CB - 1209
CB - 1226
CB - 1232A
CB - 1232
DI - 1232A
CB - 1231
CB - 1228A
CB - 1228
CB - 1222
CB - 1229A
CB - 1218
CB - 1219
FES - 1205
CB - 1206A
CB - 1204
CB - 1202
CB - 1201
DI - 1250
CB - 1243 CB - 1237
CB - 1241 CB - 1242
CB - 1230
TOP OF BANK PROJECT
LIMITS
PROPOSED
LIGHT POLE
(TYP)
CB 1207
Revisions
K:
\
1
9
\
1
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0
3
7
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3
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5
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A
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Sheet No.
Designer
Drawn By
Date
Job No.
Wi
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3
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A
02190372.20
12/20/2023
WR
WR
1 inch = 50 ft.
50
GRAPHIC SCALE
0 25 50 100
SCALE:
1" = 50' HORIZ.
1" = 5' VERT.
CAROLINA SPRINGS BOULEVARD
(82' PUBLIC ROW)
ALLEY 1
(25' ACCESS EASEMENT)
LE
L
A
N
D

C
R
E
S
T

D
R
I
V
E
(8
2
'

P
U
B
L
I
C

R
O
W
)
CA
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O
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I
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A

S
P
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S

B
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V
D
.
PL
A
N

A
N
D

P
R
O
F
I
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E
C6.1
SE
E

S
H
E
E
T

C
6
.
2

F
O
R

C
O
N
T
I
N
U
A
T
I
O
N
ALLEY 1
(25' ACCESS EASEMENT)
ALLEY 3
(25' ACCESS EASEMENT)
AL
L
E
Y

4
(2
5
'

A
C
C
E
S
S

E
A
S
E
M
E
N
T
)
NA
H
U
N
T
A

R
O
A
D
(5
5
'

P
U
B
L
I
C

R
O
W
)
GO
O
S
E

N
E
S
T

C
O
V
E
(5
5
'

P
U
B
L
I
C

R
O
W
)
NOT PART OF
THIS PHASE
NOT PART OF
THIS PHASE
5. IN STREETS AND UTILITIES LOCATED IN THE TRIASSIC BASIN AS SHOWN IN TOHS DETAIL HS356
(WHERE TRIASSIC SOILS ON COMPRESSIBLE MINIATURE TRIASSIC SEDIMENTARY ROCK-LIKE MATERIAL
EXISTS) THERE WILL BE CERTAIN SPECIAL CRITERIA REQUIRED FOR ROADWAY CONSTRUCTION.
THE FOLLOWING MINIMUMS WILL BE REQUIRED OF DEVELOPERS:
1.PRE-QUALIFIED GEO-TECHNICAL FIRM APPROVED BY THE TOWN MUST BE ON SITE FULL TIME
WHILE THE UTILITIES AND ROADWAYS ARE BEING CONSTRUCTED.
2.DOCUMENTATION OF MOISTURE CONTENT, COMPACTION, DENSITY, GEOGRID DESIGN CRITERIA,
ETC. MUST BE PROVIDED TO TOWN INSPECTOR.
3.ALL ROADWAYS WILL HAVE TO BE PROOF-ROLLED AT BOTH SUB GRADE AND STONE GRADE BY
TOWN INSPECTOR AS WELL.
4.THE STANDARD ROADWAY CROSS-SECTION WILL BE WOVEN GEO-FABRIC DESIGN CRITERIA HP 270
OR EQUAL ON ENTIRE ROAD (AND MUST BE APPROVED BY THE TOWN OF HOLLY SPRINGS), 7” ABC
STONE, WITH ASPHALT COMPLETED IN STAGED CONSTRUCTION OF 2.5” I-19 ASPHALT AND 1.5”
S9.5C IN STAGE ONE AND 1.5” S9.5C FINAL OVERLAY INITIAL ONE-YEAR WARRANTY WITH AN
ADDITIONAL YEAR EXTENSION STARTING AFTER FINAL OVERLAY SHALL BE REQUIRED FOR
ROADWAYS. FOR THE EXTENDED WARRANTY PERIOD, IT WILL BE REQUIRED TO POST A BOND, LOC,
OR CASH FOR 50% OF ACTUAL COST OF ROADWAY (STORM DRAINAGE, CURB & GUTTER,
SIDEWALK AND PAVEMENT).
5.WHERE MANHOLES ARE LOCATED IN STREETS IT WILL BE REQUIRED TO HAVE SUITABLE OFF-SITE
STRUCTURAL MATERIAL OR ABC STONE TO BACKFILL AROUND EXCAVATION OF MANHOLES UP TO
SUBGRADE.
6.AN ADDITIONAL FOOT OF STONE WILL BE REQUIRED 10' EITHER SIDE OF MANHOLE FOR ENTIRE
WIDTH OF ROADWAY.
ADDITIONAL MEASURES MAY BE DEEMED NECESSARY BY THE TOWN PENDING SEVERITY OF THE SOILS.
THE PAVEMENT THICKNESS OF ANY STREET SHALL, AT A MINIMUM, EQUAL THE DESIGN SHOWN IN THE
STANDARD DETAILS SECTION OF THESE STANDARDS FOR THE VARIOUS STREET WIDTHS.
APPROVED PAVEMENT DESIGN METHODS INCLUDE THOSE AS PROPOSED BY NCDOT, THE 1986 AASHTO
GUIDELINES AND THE 1981 ASPHALT INSTITUTE MS 1 DOCUMENT.
THE AASHTO METHOD WILL REQUIRE USE OF A TERMINAL SERVICEABILITY INDEX OF 2.0 FOR
COLLECTORS AND 2.5 FOR THOROUGHFARES, SO = 0.49 FOR FLEXIBLE PAVEMENT AND SO = 0.39 FOR
RIGID PAVEMENTS, AND A RELIABILITY OF 98% FOR THOROUGHFARES AND A RELIABILITY OF 95% FOR
COLLECTORS.
ALL STREETS MAINTAINED BY THE NCDOT MUST RECEIVE APPROVAL OF THE PAVEMENT DESIGN FROM
NCDOT PRIOR TO THE BEGINNING OF CONSTRUCTION. NORMAL CROWN FOR THE PAVEMENT SECTION
SHALL BE ¼”/FOOT, EXCEPT AS APPROVED FOR SUPERELEVATED CROSS[1]SECTIONS
RECORD DRAWING NOTES:
1.THIS RECORD DRAWING SET OF PLANS IS BASED ON FIELD SURVEY PREPARED BY
WITHERSRAVENEL. INFORMATION SHOWN HEREON IS COMPRISED OF EXISTING AND
PROPOSED CONDITIONS AS ORIGINALLY APPROVED BY THE TOWN OF HOLLY SPRINGS UNLESS
OTHERWISE NOTED.
2.THE SANITARY SEWER AND STORM SEWER ASSOCIATED WITH CAROLINA SPRINGS PHASE 1,
SECTION 3 HAVE BEEN PHYSICALLY SURVEYED AND THIS PLAN REPRESENTS, TO THE BEST OF
OUR KNOWLEDGE, THE HORIZONTAL AND VERTICAL LOCATIONS OF THESE UTILITIES.
3.THE WATERLINE INFORMATION SHOWN ON THESE PLANS IS FROM PERIODIC INSPECTIONS
CONDUCTED THROUGHOUT THE CONSTRUCTION PHASE OF THE PROJECT. WITHERSRAVENEL
MAKES NO GUARANTEE OF THE SURVEYED ACCURACY OF THE WATERLINE SHOWN.
4.WITHERSRAVENEL IS NOT HELD RESPONSIBLE FOR INACCURACIES IN PLANS DUE TO SKETCHES
OR OTHER INFORMATION RECEIVED FROM CONTRACTOR(S) THAT DO NOT ACCURATELY
REFLECT FINISHED CONSTRUCTION FIELD CONDITIONS.
I certify that these as-builts are accurate and that each of the items listed on the Town’s “As-Built
Checklist” as contained in the Town of Holly Springs Engineering Design and Construction
Standards is provided on this set of as-built drawings (14 total sheets in this set). I certify that
all of the information provided is field-verified as-built information.
(Seal) ________________________________ ___________________
Signature Registered Land Surveyor Date
(Seal) ________________________________ ___________________
Signature by Professional Engineer Date
_____________________________________ ______________
Acceptance by Construction Inspector Date
N O R T H C A RO
L
I
N
A
C
U
R
TIS M . B L A Z I E R
PR O F E SSIO
N
A
L
E
NG I N E E R
SEAL
033840
N O R T H C A RO
LI
N
A
B
E
N
J A
MIN E . D A Y T ON
PR O F E SSIO
N
A
L
L
A
N
D SU R V E YORSEAL
L-4390
DocuSign Envelope ID: F45C951A-0EF3-4745-8AB9-9A7821416DC7
1/16/2024
1/16/2024
STREET G
290
295
300
305
310
315
320
325
330
335
340
345
350
290
295
300
305
310
315
320
325
330
335
340
345
350
9+50 10+00
30
2
.
1
0
31
1
.
6
6
10+50
30
6
.
7
4
31
2
.
1
7
11+00
30
9
.
4
0
31
3
.
0
5
11+50
31
0
.
0
8
31
3
.
9
2
12+00
30
8
.
3
6
31
4
.
8
0
12+50
30
9
.
2
6
31
5
.
6
7
13+00
30
7
.
4
2
31
6
.
5
5
13+50
30
5
.
1
8
31
7
.
4
2
14+00
30
6
.
9
9
31
8
.
3
0
14+50
31
0
.
9
9
31
9
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1
7
15+00
31
5
.
4
8
32
0
.
0
4
15+50
31
9
.
5
4
32
0
.
9
2
16+00
32
3
.
1
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32
1
.
7
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16+50
32
5
.
2
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32
2
.
6
7
17+00
32
6
.
6
4
32
3
.
5
4
17+50
32
6
.
9
2
32
3
.
9
6
18+00
32
7
.
1
2
32
3
.
5
4
18+50
32
5
.
8
6
32
2
.
4
5
19+00
32
3
.
8
2
32
1
.
4
8
19+50 20+00
-2.08%
2.08%
-2.30%
1.75%
LVC: 120.00'
AD: -4.05
K: 29.7
PVI EL: 324.56'
PVI STA: 17+58.12
HIGH PT EL: 323.96'
HIGH PT STA: 17+50.00
ST
A
:

1
6
+
9
8
.
1
2
EL
:

3
2
3
.
5
1
'
ST
A
:

1
8
+
1
8
.
1
2
EL
:

3
2
3
.
1
8
'
PV
I

S
T
A

=

1
0
+
0
0
.
0
0
EL
E
V

=

3
1
1
.
6
6
'
PV
I

S
T
A

=

1
0
+
0
9
.
4
0
EL
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V

=

3
1
1
.
4
6
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PV
I

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A

=

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9
+
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5
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V

=

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6
5
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PV
I

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A

=

1
8
+
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5
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5
EL
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V

=

3
2
1
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4
0
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CB

-

1
2
1
4
ST
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1.5' MIN.
1.5' MIN.1.5' MIN.
8" PVC
EXISTING GRADE
PROPOSED GRADE
6"x6" TEE WITH (3)
6" GATE VALVES
8"x8" TEE WITH (3)
8" GATE VALVES
6"x6" TEE WITH (3)
6" GATE VALVES
8"x8" TEE WITH (3)
8" GATE VALVES
FIRE HYDRANT
ASSEMBLY
FIRE HYDRANT
ASSEMBLY
8" DIP
WATER
MAIN
6" C900 PVC
RECLAIM
WATERLINE
2' MIN.
2' MIN.
2' MIN.
2' MIN.
8" DIP WATER MAIN
6" C900 PVC RECLAIM
WATERLINE
2' MIN.
2' MIN.
18" MIN. (8" DIP WATER)
2' MIN. (6" C900 RECLAIM)
8" DIP WATER MAIN
6" C900 PVC
RECLAIM
WATERLINE
8"x8" TEE WITH (3)
8" GATE VALVES
6"x6" TEE WITH (3)
6" GATE VALVES
1.5'
MIN.
2' MIN.
8" DIP WATER MAIN6" C900 PVC RECLAIM
WATERLINE PRIOR TO INSTALLATION OF SERVICES AT
LOTS 217, 218 AND 243, COTRACTOR TO
CONFIRM NO CONFLICTS WITH SERVICES
AND UTILITIES OR RELOCATE SERVICE TO
OPPOSITE SIDE OF LOT
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TEMPORARY
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2" BOA
TEMPORARY
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240
241
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231
215
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229
221
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101
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212
100
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211
99
91
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217 97
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224
216
88
223
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94
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102
96
226
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392
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395
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243
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MH 238
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CB - 848
CB - 848
CB - 847
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JB - 2051
CB - 1217
CB - 1215
DI - 1237
CB - 1238
CB - 1213
CB - 1214
CB - 1212
CB - 1206
CB - 1211
DI - 1235A
CB - 1210
CB - 1233
CB - 1208
CB - 1209
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CB - 1226
CB - 1232A
CB - 1240
CB - 1235
CB - 1234
CB - 1239
CB - 1231
CB - 1228A
CB - 1228
CB - 1222
CB - 1216
CB - 1218
CB - 1219
FES - 1205
CB - 1206A
CB - 1202
CB - 1201
CB - 1243
CB - 1237
CB - 1241
CB - 1242
CB - 1221
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Sheet No.
Designer
Drawn By
Date
Job No.
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02190372.20
12/20/2023
WR
WR
1 inch = 50 ft.
50
GRAPHIC SCALE
0 25 50 100
SCALE:
1" = 50' HORIZ.
1" = 5' VERT.
NA
H
U
N
T
A

R
O
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D

P
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N

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PR
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F
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C6.11
ALLEY 8
(25' ACCESS EASEMENT)
NAHUNTA ROAD
(55' PUBLIC ROW)
ALLEY 4
(25' ACCESS EASEMENT)
WOODFIELD DEAD END ROAD
(82' PUBLIC ROW)
CA
L
V
A
N
D
E
R

L
A
N
E
(5
5
'

P
U
B
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I
C

R
O
W
)
CA
R
O
L
I
N
A

S
P
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I
N
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S

B
O
U
L
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V
A
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D
(8
2
'

P
U
B
L
I
C

R
O
W
)
SE
C
T
I
O
N

1
B
SE
C
T
I
O
N

3
SE
C
T
I
O
N

5
SE
C
T
I
O
N

3
SE
C
T
I
O
N

1
B
SE
C
T
I
O
N

3
SECTION 1A
SECTION 1B
SE
C
T
I
O
N

5
SE
C
T
I
O
N

3
NOT PART OF
THIS PHASE
ST
R
E
E
T

G
(5
5
'

P
U
B
L
I
C

R
O
W
)
NOT PART OF
THIS PHASE
I certify that these as-builts are accurate and that each of the items listed on the Town’s “As-Built
Checklist” as contained in the Town of Holly Springs Engineering Design and Construction
Standards is provided on this set of as-built drawings (14 total sheets in this set). I certify that
all of the information provided is field-verified as-built information.
(Seal) ________________________________ ___________________
Signature Registered Land Surveyor Date
(Seal) ________________________________ ___________________
Signature by Professional Engineer Date
_____________________________________ ______________
Acceptance by Construction Inspector Date
N O R T H C A RO
LI
N
A
C
U
R
TIS M . B L A Z IE R
PR O F E SSIO
N
A
L
E
NGI N E E R
SEAL
033840
N O R T H C A RO
L
I
N
A
B
E
N
J
A
MIN E . D A Y T ON
PR O F E SSIO
N
A
L
L
A
N
D
SU R V E Y O
R
SEAL
L-4390
RECORD DRAWING NOTES:
1.THIS RECORD DRAWING SET OF PLANS IS BASED ON FIELD SURVEY PREPARED BY
WITHERSRAVENEL. INFORMATION SHOWN HEREON IS COMPRISED OF EXISTING AND
PROPOSED CONDITIONS AS ORIGINALLY APPROVED BY THE TOWN OF HOLLY SPRINGS UNLESS
OTHERWISE NOTED.
2.THE SANITARY SEWER AND STORM SEWER ASSOCIATED WITH CAROLINA SPRINGS PHASE 1,
SECTION 3 HAVE BEEN PHYSICALLY SURVEYED AND THIS PLAN REPRESENTS, TO THE BEST OF
OUR KNOWLEDGE, THE HORIZONTAL AND VERTICAL LOCATIONS OF THESE UTILITIES.
3.THE WATERLINE INFORMATION SHOWN ON THESE PLANS IS FROM PERIODIC INSPECTIONS
CONDUCTED THROUGHOUT THE CONSTRUCTION PHASE OF THE PROJECT. WITHERSRAVENEL
MAKES NO GUARANTEE OF THE SURVEYED ACCURACY OF THE WATERLINE SHOWN.
4.WITHERSRAVENEL IS NOT HELD RESPONSIBLE FOR INACCURACIES IN PLANS DUE TO SKETCHES
OR OTHER INFORMATION RECEIVED FROM CONTRACTOR(S) THAT DO NOT ACCURATELY
REFLECT FINISHED CONSTRUCTION FIELD CONDITIONS.
5. IN STREETS AND UTILITIES LOCATED IN THE TRIASSIC BASIN AS SHOWN IN TOHS DETAIL HS356
(WHERE TRIASSIC SOILS ON COMPRESSIBLE MINIATURE TRIASSIC SEDIMENTARY ROCK-LIKE MATERIAL
EXISTS) THERE WILL BE CERTAIN SPECIAL CRITERIA REQUIRED FOR ROADWAY CONSTRUCTION.
THE FOLLOWING MINIMUMS WILL BE REQUIRED OF DEVELOPERS:
1.PRE-QUALIFIED GEO-TECHNICAL FIRM APPROVED BY THE TOWN MUST BE ON SITE FULL TIME
WHILE THE UTILITIES AND ROADWAYS ARE BEING CONSTRUCTED.
2.DOCUMENTATION OF MOISTURE CONTENT, COMPACTION, DENSITY, GEOGRID DESIGN CRITERIA,
ETC. MUST BE PROVIDED TO TOWN INSPECTOR.
3.ALL ROADWAYS WILL HAVE TO BE PROOF-ROLLED AT BOTH SUB GRADE AND STONE GRADE BY
TOWN INSPECTOR AS WELL.
4.THE STANDARD ROADWAY CROSS-SECTION WILL BE WOVEN GEO-FABRIC DESIGN CRITERIA HP 270
OR EQUAL ON ENTIRE ROAD (AND MUST BE APPROVED BY THE TOWN OF HOLLY SPRINGS), 7” ABC
STONE, WITH ASPHALT COMPLETED IN STAGED CONSTRUCTION OF 2.5” I-19 ASPHALT AND 1.5”
S9.5C IN STAGE ONE AND 1.5” S9.5C FINAL OVERLAY INITIAL ONE-YEAR WARRANTY WITH AN
ADDITIONAL YEAR EXTENSION STARTING AFTER FINAL OVERLAY SHALL BE REQUIRED FOR
ROADWAYS. FOR THE EXTENDED WARRANTY PERIOD, IT WILL BE REQUIRED TO POST A BOND, LOC,
OR CASH FOR 50% OF ACTUAL COST OF ROADWAY (STORM DRAINAGE, CURB & GUTTER,
SIDEWALK AND PAVEMENT).
5.WHERE MANHOLES ARE LOCATED IN STREETS IT WILL BE REQUIRED TO HAVE SUITABLE OFF-SITE
STRUCTURAL MATERIAL OR ABC STONE TO BACKFILL AROUND EXCAVATION OF MANHOLES UP TO
SUBGRADE.
6.AN ADDITIONAL FOOT OF STONE WILL BE REQUIRED 10' EITHER SIDE OF MANHOLE FOR ENTIRE
WIDTH OF ROADWAY.
ADDITIONAL MEASURES MAY BE DEEMED NECESSARY BY THE TOWN PENDING SEVERITY OF THE SOILS.
THE PAVEMENT THICKNESS OF ANY STREET SHALL, AT A MINIMUM, EQUAL THE DESIGN SHOWN IN THE
STANDARD DETAILS SECTION OF THESE STANDARDS FOR THE VARIOUS STREET WIDTHS.
APPROVED PAVEMENT DESIGN METHODS INCLUDE THOSE AS PROPOSED BY NCDOT, THE 1986 AASHTO
GUIDELINES AND THE 1981 ASPHALT INSTITUTE MS 1 DOCUMENT.
THE AASHTO METHOD WILL REQUIRE USE OF A TERMINAL SERVICEABILITY INDEX OF 2.0 FOR
COLLECTORS AND 2.5 FOR THOROUGHFARES, SO = 0.49 FOR FLEXIBLE PAVEMENT AND SO = 0.39 FOR
RIGID PAVEMENTS, AND A RELIABILITY OF 98% FOR THOROUGHFARES AND A RELIABILITY OF 95% FOR
COLLECTORS.
ALL STREETS MAINTAINED BY THE NCDOT MUST RECEIVE APPROVAL OF THE PAVEMENT DESIGN FROM
NCDOT PRIOR TO THE BEGINNING OF CONSTRUCTION. NORMAL CROWN FOR THE PAVEMENT SECTION
SHALL BE ¼”/FOOT, EXCEPT AS APPROVED FOR SUPERELEVATED CROSS[1]SECTIONS
NAHUNTA ROAD
DocuSign Envelope ID: E58E82D6-34A0-4E87-A2FB-6D68065F6316
1/22/2024
1/19/2024
STREET L
290
295
300
305
310
315
320
325
330
335
340
290
295
300
305
310
315
320
325
330
335
340
9+50 10+00
32
1
.
7
8
31
4
.
3
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10+50
31
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31
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31
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31
1
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6
1
12+50
30
3
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9
3
31
0
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5
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1.70%
-1.32%
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V

=

3
1
0
.
8
5
'
15" RCP
CB

-

1
2
4
4
ST
A
:

1
0
+
6
4
.
1
0
,

1
8
.
5
0
'

R
JB

-

2
0
5
2
ST
A
:

1
0
+
2
5
.
0
3
,

1
.
1
9
'

R
30" RCP
30" RCP
30" RCP
JB

-

2
0
5
1
ST
A
:

1
2
+
4
2
.
9
1
,

1
.
8
8

R
EXISTING GRADEPROPOSED
GRADE
8" DIP
WATER
MAIN
6" C900 PVC RECLAIM
WATERLINE
8" DIP WATER MAIN
6" C900 PVC RECLAIM
WATERLINE
18" R
C
P
CB

-

1
2
0
1
ST
A
:

1
2
+
0
7
.
5
8
,

1
2
.
4
2
'

L
404
405
406
407
408
410
411
393
395
396
409
394
401
400
399
398
397
402
403
430
428
429
431
435
432
433
434
436
10+00 11+00 12+00 12+68.98
FH
A

(
T
Y
P
)
(1
)

2
"

B
O
A
(1
)

8
"

G
V
(1
)

2
"

R
W
L

B
O
A
(1
)

6
"

G
V
PR
O
P
O
S
E
D

8
"

D
I
P
WA
T
E
R

L
I
N
E

(
T
Y
P
)
SS
SS
SS
SS
SS
SS
BP: 10+00.00
SS
SS
SS
R
R
R
R
R
W
W
W
W
W
W
W
W
W
W
R
R
R
R
W
W
W
W
W
WW
R
R
R
R
R
R
R
R
RRRR
MH 374
MH 227A
MH 339
JB - 2052
JB - 2053
JB - 2051
CB - 1206
CB - 1208
CB - 1232A
CB - 1224ACB - 1224
CB - 1218
CB - 1219A
CB - 1219
FES - 1205
CB - 1206A
DI - 1230
CB - 1203
CB - 1204
CB - 1202
CB - 1201
DI - 1250
CB - 1243
CB - 1237
CB - 1241
CB - 1242
CB - 1229CB - 1227
CB - 1244
CB - 1230
TO
P

O
F

B
A
N
K
RE
T
A
I
N
I
N
G

W
A
L
L

#
6
CB 1207
188
187
189
272
273
274
190
357361
278
279
264
280
281
267
275
191
268
276
269
270
358363 356
271
186
277
326
327
328
329
330
331
332
333
317
318
319
320
321
322
323
324
325
265
266
364
362 360 359
10+00 11+00 12+00 13+00 14+00 14+17
PI
:

1
1
+
2
8
.
4
9
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SSSSSS
PC: 21+76.08
W
W
W
W
W
W
W
W
W
W
W
W
W
R R R R R R R R
W
W
W
W
W
W
W
W
W
W
W
W
R
R
R
R
R
R
R
R
R
R
R
R
R
R
W W W W W W W W
W
R
R
R
R
R
R
R
R
R
R
R
R
MH 97MH 97
MH 214
MH 224MH 224
MH 96
MH 354(0)
MH 332
MH 334
CB - 969CB - 935
CB - 936
DI - 964
ADS - 966ADS - 967
CB - 961
CB - 960
CB - 937CB - 924
CB - 934
CB - 918
CB - 959CB - 971CB - 944
CB - 925
CB - 946
CB - 917
CB - 927
ADS - 966A
CB - 962
CB - 963
ADS - 965
RE
T
A
I
N
I
N
G

W
A
L
L

#
9
STREET M
285
290
295
300
305
310
315
320
325
330
335
340
285
290
295
300
305
310
315
320
325
330
335
340
9+50 10+00
32
6
.
5
8
31
2
.
5
4
10+50
32
5
.
5
0
31
2
.
8
3
11+00
32
3
.
5
8
31
3
.
3
8
11+50
32
2
.
3
9
31
3
.
3
1
12+00
32
2
.
5
0
31
2
.
1
7
12+50
32
2
.
1
2
31
0
.
5
7
13+00
32
0
.
3
3
30
8
.
9
1
13+50
31
8
.
1
6
30
7
.
7
0
14+00
31
4
.
3
2
30
6
.
6
8
14+50 15+00
2.08%
-2.34%
-2.01%
-3.51
%
-2.05%
2.08%-2.08%
2.08%
1.09%
LVC: 75.00'
AD: 1.46
K: 51.2
PVI EL: 308.60'
PVI STA: 13+05.96
LOW PT EL: 307.83'
LOW PT STA: 13+43.46
ST
A
:

1
2
+
6
8
.
4
6
EL
:

3
0
9
.
9
2
'
ST
A
:

1
3
+
4
3
.
4
6
EL
:

3
0
7
.
8
3
'
LVC: 75.00'
AD: -1.50
K: 50.0
PVI EL: 312.29'
PVI STA: 12+00.95
HIGH PT EL: 313.04'
HIGH PT STA: 11+63.45
ST
A
:

1
1
+
6
3
.
4
5
EL
:

3
1
3
.
0
4
'
ST
A
:

1
2
+
3
8
.
4
5
EL
:

3
1
0
.
9
7
'
PV
I

S
T
A

=

9
+
9
2
.
0
0
EL
E
V

=

3
1
2
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3
7
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PV
I

S
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A

=

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0
0
EL
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V

=

3
0
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7
6
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PV
I

S
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A

=

1
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4
9
EL
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V

=

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1
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0
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=

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PV
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=

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0
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=

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3
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I

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=

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7
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PV
I

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=

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1
+
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6
EL
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=

3
1
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6
0
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CB

-

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4
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A
:

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:

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7
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ST
A
:

1
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0
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A
L
L
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Y

1
1
CB

-

9
6
3
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A
:

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3
+
7
8
.
0
1
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-
1
3
.
5
0

L
CB

-

9
6
2
ST
A
:

1
3
+
7
9
.
9
4
,

1
3
.
4
4

R
226.8
7
'

8
"

P
V
C
@ 3.63
%
MH

3
5
4
(
0
)
ST
A
:

1
1
+
9
1
.
1
3
,
RI
M
:

3
1
2
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4
1
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V
.

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T
:

3
0
4
.
0
4

(
M
H

9
6
)
0.
1
6
'

L
-

4
'

D
I
A
.
8" PVC
1.5' MIN.
EXISTING GRADE
6"x6" TEE WITH (3)
6" GATE VALVES
8"x8" TEE WITH (3)
8" GATE VALVES
6"x6" TEE WITH (3)
6" GATE VALVES
8"x8" TEE WITH (3)
8" GATE VALVES
PROPOSED
GRADE
8" DIP WATER MAIN
6" C900 PVC RECLAIM WATERLINE
VERTICAL SIGHT
DISTANCE ( RT TURN)
REQUIRED =287'
VERTICAL SIGHT
DISTANCE ( LT TURN)
REQUIRED =331'
3.5' SIGHT
ELEV.
3.5' SIGHT
ELEV.
3.5' SIGHT
ELEV.
2' MIN.
2' MIN.
1.5' MIN.
6" C900 PVC RECLAIM WATERLINE
15" RCP
ST
A
:

2
2
+
3
3
.
2
7

A
L
L
E
Y

1
ST
A
:

1
0
+
0
0
.
0
0

S
T
R
E
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T

M

=
EL
:

3
1
2
.
5
4
'
2' MIN.
226.8
7

L
F

8
"

P
V
C

@

3
.
6
3
%
30
4
.
0
4
31
2
.
4
1
Revisions
K:
\
1
9
\
1
9
-
0
3
7
0
\
1
9
0
3
7
2
.
2
0
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a
r
o
l
i
n
a

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p
r
i
n
g
s

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h
a
s
e
s

1
-
5
\
C
A
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\
A
S
-
B
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\
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e
c
t
i
o
n

3
\
S
H
E
E
T
S
\
C
6
.
1
-
C
6
.
1
4

P
L
A
N

A
N
D

P
R
O
F
I
L
E
S
_
A
S
B

S
E
C
T
I
O
N

3
.
d
w
g
-
Tu
e
s
d
a
y
,

J
a
n
u
a
r
y

1
6
,

2
0
2
4

1
2
:
5
7
:
1
7

P
M
-

SM
I
T
H
,

A
L
L
I
S
O
N
Sheet No.
Designer
Drawn By
Date
Job No.
Wi
t
h
e
r
s
R
a
v
e
n
e
l
11
5

M
a
c
K
e
n
a
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r
i
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e

| C
a
r
y
,

N
C

2
7
5
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1

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:

9
1
9
.
4
6
9
.
3
3
4
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i
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#
:

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1
4
7
9

| w
w
w
.
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s

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K
a
n
n
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s

[ S
T
r
v
e
y
o
r
s
R
E
C
O
R
D

D
R
A
W
I
N
G
S
CA
R
O
L
I
N
A

S
P
R
I
N
G
S
P
H
A
S
E

1

S
E
C
T
I
O
N

3
HO
L
L
Y

S
P
R
I
N
G
S
,

N
O
R
T
H

C
A
R
O
L
I
N
A
02190372.20
12/20/2023
WR
WR
1 inch = 50 ft.
50
GRAPHIC SCALE
0 25 50 100
SCALE:
1" = 50' HORIZ.
1" = 5' VERT.
GO
O
S
E

N
E
S
T

C
O
V
E

&

R
E
D
BR
U
S
H

W
A
Y

P
L
A
N

A
N
D
PR
O
F
I
L
E
C6.13
ST
R
E
E
T

R
(5
5
'

P
U
B
L
I
C

R
O
W
)
GOOSE NEST COVE
(55' PUBLIC ROW)
SE
C
T
I
O
N

4
SE
C
T
I
O
N

2
NOTES:
1.ALL WATER MAINS SHALL BE INSTALLED WITH A
MINIMUM COVER OF 3 FEET AND MAXIMUM OF 6 FEET
MEASURED FROM THE TOP OF THE PIPE TO THE
FINISHED SUBGRADE OF THE ROADWAY (OR AS
OTHERWISE DIRECTED BY DIRECTOR OF ENGINEERING).
2.SEWER MAINS FROM 14 TO 20 FEET DEEP SHALL
REQUIRE SPECIAL BEDDING IN ACCORDANCE WITH THE
STANDARD DETAILS SECTION OF THESE STANDARDS.
3.SEWER MAINS DEEPER THAN 20' ARE REQUIRED TO BE
DIP, WITH 401 PROTECTANT, AND HAVE 5' MANHOLES.
4.ALL CARRIER WATERLINE PIPE INSIDE CASING TO BE
RESTRAINED JOINT.
5.TEMPORARY BLOW-OFF ASSEMBLIES AND ASSOCIATED
GATE VALVES ARE FOR PHASING PURPOSES ONLY, AND
SHALL BE REMOVED WHEN MAINS ARE EXTENDED INTO
THE NEXT PHASE OF CONSTRUCTION.
RED BRUSH WAY
(55' PUBLIC ROW)
DE
E
R
C
R
O
F
T

D
R
I
V
E
(5
5
'

P
U
B
L
I
C

R
O
W
)
AL
L
E
Y

1
1
(2
5
'

A
C
C
E
S
S

E
A
S
E
M
E
N
T
)
AL
L
E
Y

1
(2
5
'

A
C
C
E
S
S

E
A
S
E
M
E
N
T
)
AL
L
E
Y

1
(2
5
'

A
C
C
E
S
S

E
A
S
E
M
E
N
T
)
DE
E
R
C
R
O
F
T

D
R
I
V
E
(5
5
'

P
U
B
L
I
C

R
O
W
)
NOT PART OF
THIS PHASE
NOT PART OF
THIS PHASENOT PART OF
THIS PHASE
NOT PART OF
THIS PHASE
I certify that these as-builts are accurate and that each of the items listed on the Town’s “As-Built
Checklist” as contained in the Town of Holly Springs Engineering Design and Construction
Standards is provided on this set of as-built drawings (14 total sheets in this set). I certify that
all of the information provided is field-verified as-built information.
(Seal) ________________________________ ___________________
Signature Registered Land Surveyor Date
(Seal) ________________________________ ___________________
Signature by Professional Engineer Date
_____________________________________ ______________
Acceptance by Construction Inspector Date
N O R T H C A RO
L
I
N
A
C
U
R
TIS M . B L A Z I E R
P R O F E SSIO
N
A
L
E
NG I N E E R
SEAL
033840
N O R T H C A RO
L
I
N
A
B
E
N
J A
MIN E . D A Y T ON
PR O F E SSIO
N
A
L
L
A
N
D SU R V E YOR
SEAL
L-4390
RECORD DRAWING NOTES:
1.THIS RECORD DRAWING SET OF PLANS IS BASED ON FIELD SURVEY PREPARED BY
WITHERSRAVENEL. INFORMATION SHOWN HEREON IS COMPRISED OF EXISTING AND
PROPOSED CONDITIONS AS ORIGINALLY APPROVED BY THE TOWN OF HOLLY SPRINGS UNLESS
OTHERWISE NOTED.
2.THE SANITARY SEWER AND STORM SEWER ASSOCIATED WITH CAROLINA SPRINGS PHASE 1,
SECTION 3 HAVE BEEN PHYSICALLY SURVEYED AND THIS PLAN REPRESENTS, TO THE BEST OF
OUR KNOWLEDGE, THE HORIZONTAL AND VERTICAL LOCATIONS OF THESE UTILITIES.
3.THE WATERLINE INFORMATION SHOWN ON THESE PLANS IS FROM PERIODIC INSPECTIONS
CONDUCTED THROUGHOUT THE CONSTRUCTION PHASE OF THE PROJECT. WITHERSRAVENEL
MAKES NO GUARANTEE OF THE SURVEYED ACCURACY OF THE WATERLINE SHOWN.
4.WITHERSRAVENEL IS NOT HELD RESPONSIBLE FOR INACCURACIES IN PLANS DUE TO SKETCHES
OR OTHER INFORMATION RECEIVED FROM CONTRACTOR(S) THAT DO NOT ACCURATELY
REFLECT FINISHED CONSTRUCTION FIELD CONDITIONS.
5. IN STREETS AND UTILITIES LOCATED IN THE TRIASSIC BASIN AS SHOWN IN TOHS DETAIL HS356
(WHERE TRIASSIC SOILS ON COMPRESSIBLE MINIATURE TRIASSIC SEDIMENTARY ROCK-LIKE MATERIAL
EXISTS) THERE WILL BE CERTAIN SPECIAL CRITERIA REQUIRED FOR ROADWAY CONSTRUCTION.
THE FOLLOWING MINIMUMS WILL BE REQUIRED OF DEVELOPERS:
1.PRE-QUALIFIED GEO-TECHNICAL FIRM APPROVED BY THE TOWN MUST BE ON SITE FULL TIME
WHILE THE UTILITIES AND ROADWAYS ARE BEING CONSTRUCTED.
2.DOCUMENTATION OF MOISTURE CONTENT, COMPACTION, DENSITY, GEOGRID DESIGN CRITERIA,
ETC. MUST BE PROVIDED TO TOWN INSPECTOR.
3.ALL ROADWAYS WILL HAVE TO BE PROOF-ROLLED AT BOTH SUB GRADE AND STONE GRADE BY
TOWN INSPECTOR AS WELL.
4.THE STANDARD ROADWAY CROSS-SECTION WILL BE WOVEN GEO-FABRIC DESIGN CRITERIA HP 270
OR EQUAL ON ENTIRE ROAD (AND MUST BE APPROVED BY THE TOWN OF HOLLY SPRINGS), 7” ABC
STONE, WITH ASPHALT COMPLETED IN STAGED CONSTRUCTION OF 2.5” I-19 ASPHALT AND 1.5”
S9.5C IN STAGE ONE AND 1.5” S9.5C FINAL OVERLAY INITIAL ONE-YEAR WARRANTY WITH AN
ADDITIONAL YEAR EXTENSION STARTING AFTER FINAL OVERLAY SHALL BE REQUIRED FOR
ROADWAYS. FOR THE EXTENDED WARRANTY PERIOD, IT WILL BE REQUIRED TO POST A BOND, LOC,
OR CASH FOR 50% OF ACTUAL COST OF ROADWAY (STORM DRAINAGE, CURB & GUTTER,
SIDEWALK AND PAVEMENT).
5.WHERE MANHOLES ARE LOCATED IN STREETS IT WILL BE REQUIRED TO HAVE SUITABLE OFF-SITE
STRUCTURAL MATERIAL OR ABC STONE TO BACKFILL AROUND EXCAVATION OF MANHOLES UP TO
SUBGRADE.
6.AN ADDITIONAL FOOT OF STONE WILL BE REQUIRED 10' EITHER SIDE OF MANHOLE FOR ENTIRE
WIDTH OF ROADWAY.
ADDITIONAL MEASURES MAY BE DEEMED NECESSARY BY THE TOWN PENDING SEVERITY OF THE SOILS.
THE PAVEMENT THICKNESS OF ANY STREET SHALL, AT A MINIMUM, EQUAL THE DESIGN SHOWN IN THE
STANDARD DETAILS SECTION OF THESE STANDARDS FOR THE VARIOUS STREET WIDTHS.
APPROVED PAVEMENT DESIGN METHODS INCLUDE THOSE AS PROPOSED BY NCDOT, THE 1986 AASHTO
GUIDELINES AND THE 1981 ASPHALT INSTITUTE MS 1 DOCUMENT.
THE AASHTO METHOD WILL REQUIRE USE OF A TERMINAL SERVICEABILITY INDEX OF 2.0 FOR
COLLECTORS AND 2.5 FOR THOROUGHFARES, SO = 0.49 FOR FLEXIBLE PAVEMENT AND SO = 0.39 FOR
RIGID PAVEMENTS, AND A RELIABILITY OF 98% FOR THOROUGHFARES AND A RELIABILITY OF 95% FOR
COLLECTORS.
ALL STREETS MAINTAINED BY THE NCDOT MUST RECEIVE APPROVAL OF THE PAVEMENT DESIGN FROM
NCDOT PRIOR TO THE BEGINNING OF CONSTRUCTION. NORMAL CROWN FOR THE PAVEMENT SECTION
SHALL BE ¼”/FOOT, EXCEPT AS APPROVED FOR SUPERELEVATED CROSS[1]SECTIONS
GOOSE NEST COVE
RED BRUSH WAY
DocuSign Envelope ID: F45C951A-0EF3-4745-8AB9-9A7821416DC7
1/16/2024
1/16/2024
SS Interior 1
265
270
275
280
285
290
295
300
305
265
270
275
280
285
290
295
300
305
MH

2
0
0
ST
A
:

1
1
+
5
2
.
2
9
RI
M
:

2
9
9
.
3
1
IN
V
.

I
N
:

2
8
3
.
0
2
IN
V
.

O
U
T
:

2
8
2
.
0
4
(M
H

2
0
1

A
)
(M
H

8
5
)
153
.
0
2

L
F

8
"

P
V
C

@

8
.
9
9
%
MH

8
5
ST
A
:

1
0
+
0
0
.
2
2
RI
M
:

2
8
2
.
2
1
IN
V
.

I
N
:

2
6
7
.
8
1
IN
V
.

I
N
:

2
6
8
.
2
8
IN
V
.

O
U
T
:

2
6
7
.
3
5
(M
H

8
5
A
)
(M
H

2
0
0

)
(M
H

8
4
)
9+50 10+00
27
9
.
9
7
10+50
28
6
.
4
7
11+00
29
1
.
4
6
29
4
.
9
0
11+50
29
5
.
9
5
29
9
.
2
5
12+00
29
9
.
4
2
29
9
.
4
9
EXISTING GRADE
PROPOSED GRADE
12" DIP
WATER MAIN
36" RCP
28
1
.
9
7
'
26
7
.
8
0
'
26
8
.
3
0
'
26
7
.
3
0
'
29
9
.
3
3
'
28
3
.
5
0
'
28
2
.
5
0
'
152
.
2
9
'

L
F

8
"

P
V
C

@

9
.
3
2
%
EXISTING GRADE
PROPOSED GRADE
MH 223 - MH 234
300
305
310
315
320
325
330
300
305
310
315
320
325
330
9+50 10+00
31
6
.
9
4
31
7
.
0
2
10+50
31
4
.
2
8
31
7
.
4
3
11+00
31
1
.
3
5
31
6
.
1
7
11+50 12+00
MH

2
3
4
ST
A
:

1
1
+
3
6
.
0
2
RI
M
:

3
1
5
.
2
7
IN
V
.

I
N
:

3
0
6
.
2
7
IN
V
.

O
U
T
:

3
0
6
.
0
7
(M
H

2
3
5
)
(M
H

2
3
3
)
132.25 LF 8" PVC @ 0.56%
MH

2
3
3
ST
A
:

1
0
+
0
3
.
7
7
RI
M
:

3
1
6
.
8
0
IN
V
.

I
N
:

3
0
5
.
3
3
IN
V
.

I
N
:

3
0
5
.
3
3
IN
V
.

O
U
T
:

3
0
5
.
1
3
(M
H

2
3
6
)
(M
H

2
3
4
)
(M
H

2
3
2
)
6" DIP
WATER MAIN
1.5'
MIN.
31
6
.
9
3
30
5
.
3
5
30
5
.
3
5
30
5
.
1
5
31
5
.
3
7
30
6
.
2
1
30
6
.
0
1
131.69 LF 8" PVC @ 0.50%
MH 97 - MH 224
295
300
305
310
315
320
295
300
305
310
315
320
EXISTING GRADE
MH

9
7
ST
A
:

1
0
+
0
0
.
0
0
RI
M
:

3
1
3
.
0
8
IN
V
.

I
N
:

3
0
0
.
9
5
IN
V
.

O
U
T
:

3
0
0
.
7
5
(M
H

2
2
4
)
(M
H

9
6
)
35.22 LF
8" PVC
@ 1.00%
MH

2
2
4
ST
A
:

1
0
+
3
5
.
2
2
RI
M
:

3
0
8
.
9
3
IN
V
.

O
U
T
:

3
0
1
.
3
0
(M
H

9
7
)
9+50 10+00
31
1
.
0
8
10+50 11+00
W
W
R R R
R
R
R
R
R
R
R
R
R
W W
W
W
W
W
W
85'
28
'
2
2
'
22
'
62
S
S
S
S
SS
SS SS
SS
2
0
'

S
C
M
M
A
E
3
0
'

D
E
P
D
E
CAR
O
V
A

B
E
N
D
(55
'

P
U
B
L
I
C

R
O
W
)
A
L
L
E
Y

1
0
(3
5
'

A
C
C
E
S
S

E
A
S
E
M
E
N
T
)
2
0
'

P
U
E
L
E
(T
Y
P
)
M
A
I
N
T
E
N
A
N
C
E

E
A
S
E
M
E
N
T
2
0
'

D
E
F
E
M
A

E
F
F
E
C
T
I
V
E
1
0
0

Y
E
A
R
F
E
M
A

E
F
F
E
C
T
I
V
E
F
U
T
U
R
E
2
0
'

T
O
W
N

O
F

H
O
L
L
Y

S
P
R
I
N
G
S
P
U
B
L
I
C

U
T
I
L
I
T
Y

E
A
S
E
M
E
N
T
32+
0
0
3
3
+
0
0
34+
0
0
35
+
0
0
36+00
PI:

3
2
+
4
7
.
3
3
PI: 33
+
8
9
.
8
5
PI
:

3
4
+
7
8
.
9
7
PI: 3
5
+
6
3
.
3
1
10+00 11+00
PI
:

1
1
+
5
2
.
2
9
FLO
O
D
W
A
Y
SCM 7
WET DETENTION POND
TOP

O
F

B
A
N
K

(
T
Y
P
.
)
843
5
1
0
7
°
1
5
7
°
1
0
8
°
1
1
8
°
1
1
8
°
L
A
N
D
S
C
A
P
E

E
A
S
E
M
E
N
T
R
R
R
R
R
R
W
W
W
W
W
W
W
W
W
W
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
239
240
241
242
215
214
221
213
101
220
212
100
219
211
99
218
210
98
217
97
224
216
223
102
103
104
105
106
107
108
109
111
112
113
114
110
96
225
222
243
244
20' PD
E
10+00 11+00 11+36.74
SS
SS SS
SS
SS
SS
S
S
S
S
SS
SS
SS
SS
MH 233
MH 234
MH 235
R R R R R
W
W
W
W
W
W
W
W
W W W W W
W
R
R
R
R
R
R
R
R
357358 356
326
327
328
329
360 359
353
352110'
110'
29
'
110'
29
'
11
0
'
29'
29'
11
0
'
29'
11
0
'
29'
11
0
'
19'
19'
11
0
'
19'
19'
11
0
'
85
'
39'
14'
39'
14
'
75'
39'
17
'
104'
29
'
22
'
22
'
104'
22
'
22
'
104'
22
'
22
'
22
'
22
'
31
'
1
4
'
19
'
19
'
19
'
29
'
355
354
19
'
19
'
19
'
110'
19
'
19
'
19
'
SS
SS
SS
SS
ST
R
E
E
T

R
(5
5
'

P
U
B
L
I
C

R
O
W
)
51
+
0
0
52
+
0
0
53
+
0
0
PI: 51+56.36
10+00 10+35.22
SSSSSS
1-
Z
S
G
EXIST
I
N
G

B
U
F
F
E
R
S

T
O

B
E

R
E
P
L
A
N
T
E
D

I
N

T
H
E
AREAS TO

B
E

G
R
A
D
E
D

O
R

D
I
S
T
U
R
B
E
D
.

R
E
F
E
R

T
O
BU
F
F
E
R

D
E
T
A
I
L

2

O
N

S
H
E
E
T

L
2
.
1
MH 5 - MH 349
245
250
255
260
265
270
275
280
285
245
250
255
260
265
270
275
280
285
9+50 10+00
26
3
.
8
7
10+50
26
7
.
6
9
26
9
.
9
7
11+00
26
9
.
4
9
27
3
.
3
3
11+50
27
2
.
1
6
27
6
.
4
4
12+00
27
4
.
9
4
27
7
.
7
4
12+50
27
7
.
8
2
27
7
.
9
7
13+00
28
0
.
8
3
27
6
.
4
4
13+50 14+00
MH

5
ST
A
:

1
6
+
0
6
.
0
0
RI
M
:

2
6
5
.
8
2
IN
V
.

I
N
:

2
5
0
.
5
8

(
M
H

6
)
IN
V
.

I
N
:

2
5
0
.
8
8

(
M
H

3
4
9
)
IN
V
.

O
U
T
:

2
5
0
.
3
8

(
M
H

3
)
MH

3
4
9
ST
A
:

?
?
?
RI
M
:

2
7
6
.
2
4
IN
V
.

I
N
:

2
6
4
.
6
4

(
M
H

3
5
0
)
IN
V
.

I
N
:

2
6
4
.
5
9

(
M
H

3
7
6
)
IN
V
.

O
U
T
:

2
6
3
.
6
8

(
M
H

5
)
302.58

L
F

8
"

P
V
C

@

4
.
2
3
%
PROPOSED GRADE
EXISTING GRADE
26
6
.
1
1
'
25
0
.
5
4
'
25
1
.
1
7
'
25
0
.
3
4
'
27
6
.
4
5
'
26
4
.
6
0
'
26
4
.
6
0
'
26
3
.
6
0
'
229.21
'

L
F

8
"

P
V
C

@

4
.
1
5
%
R
R
R
R
R
R
R
R
R
R
R
R
W
W
W
W
W
2
43
44
115
'
5
0
'
115
'
39'
32
'
11
5
'
11
5
'
45'
68'
75'
115
'
50'
S
S
SS SS SS SS
SC
M
M
A
E
FE
M
A

1
0
0

Y
E
A
R
FL
O
O
D
P
L
A
I
N
30
'

T
O
H
S

P
U
B
L
I
C
UT
I
L
I
T
Y

E
A
S
E
M
E
N
T
16
+
0
0
17+00 18+00
PI:
1
6
+
0
1
.
4
0
26
0
.
8
6
259
.
8
5
SS
SS
SS
SS
SS
SS
10+
0
0
11+
0
0
12+
0
0
13+
0
0
13+
0
3
.
7
1
MH 376
MH 349
SEWER OUTFALL TO PUMP STATION #1 AS A
SEPARATE PROJECT #17-29-04FEMA 100 YEAR
FLOODPLAIN
3-
M
G
L
7-
Q
N
U
4-
C
K
O
Revisions
K:
\
1
9
\
1
9
-
0
3
7
0
\
1
9
0
3
7
2
.
2
0
-
C
a
r
o
l
i
n
a

S
p
r
i
n
g
s

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h
a
s
e
s

1
-
5
\
C
A
D
\
A
S
-
B
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c
t
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o
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3
\
S
H
E
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\
C
6
.
2
5
-
C
6
.
2
8

U
T
I
L
I
T
Y

P
L
A
N

A
N
D

P
R
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F
I
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E
S
_
A
S
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3
.
d
w
g
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Tu
e
s
d
a
y
,

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a
n
u
a
r
y

1
6
,

2
0
2
4

1
0
:
5
7
:
1
5

A
M
-

SM
I
T
H
,

A
L
L
I
S
O
N
Sheet No.
Designer
Drawn By
Date
Job No.
Wi
t
h
e
r
s
R
a
v
e
n
e
l
11
5

M
a
c
K
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a
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e

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a
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y
,

N
C

2
7
5
1
1

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:

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1
9
.
4
6
9
.
3
3
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0

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:

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1
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7
9

| w
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s

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R
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D

D
R
A
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I
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S
CA
R
O
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I
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A

S
P
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1

S
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02190372.20
12/20/2023
WR
WR
1 inch = 50 ft.
50
GRAPHIC SCALE
0 25 50 100
SCALE:
1" = 50' HORIZ.
1" = 5' VERT.
SS

O
U
T
F
A
L
L
S

P
L
A
N
D

A
N
D
PR
O
F
I
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E
C6.26
NOTE:
1. MANHOLES LOCATED WITHIN FLOOD PLAIN AREAS ON
OUTFALLS AND WITHIN ANY AREAS OF HIGH GROUNDWATER SHALL BE
WATERPROOFED PER TOWN OF HOLLYSPRINGS STANDARDS AND SPECIFICATIONS.
2. ALL MANHOLES ARE 4' DIAMETER UNLESS OTHERWISE NOTES.
3. SEWER 14' AND DEEPER SHALL HAVE SPECIAL BEDDING.
30' PUBLIC GREENWAY
EASEMENT (TYP)
ST
R
E
E
T

G
(5
5
'

P
U
B
L
I
C

R
O
W
)
CAR
O
V
A

B
E
N
D
(55
'

P
U
B
L
I
C

R
O
W
)
STREET M
(51' PUBLIC ROW)
AL
L
E
Y

4
(2
5
'

A
C
C
E
S
S

E
A
S
E
M
E
N
T
)
MH233 - MH 234
NOT PART OF
THIS PHASE
NOT PART OF
THIS PHASE
NOT PART OF
THIS PHASE NOT PART OF
THIS PHASE
I certify that these as-builts are accurate and that each of the items listed on the Town’s “As-Built
Checklist” as contained in the Town of Holly Springs Engineering Design and Construction
Standards is provided on this set of as-built drawings (14 total sheets in this set). I certify that
all of the information provided is field-verified as-built information.
(Seal) ________________________________ ___________________
Signature Registered Land Surveyor Date
(Seal) ________________________________ ___________________
Signature by Professional Engineer Date
_____________________________________ ______________
Acceptance by Construction Inspector Date
N O R T H C A RO
LI
N
A
C
U
R
TIS M . B L A Z I E R
PR O F E SSIO
N
A
L
E
NGI N E E R
SEAL
033840
N O R T H C A RO
L
I
N
A
B
E
N
J
A
MIN E . D A Y T ON
PR O F E S SIO
N
A
L
L
A
N
D
SU R V E YO
R
SEAL
L-4390
RECORD DRAWING NOTES:
1.THIS RECORD DRAWING SET OF PLANS IS BASED ON FIELD SURVEY PREPARED BY WITHERSRAVENEL. INFORMATION SHOWN HEREON IS COMPRISED OF
EXISTING AND PROPOSED CONDITIONS AS ORIGINALLY APPROVED BY THE TOWN OF HOLLY SPRINGS UNLESS OTHERWISE NOTED.
2.THE SANITARY SEWER AND STORM SEWER ASSOCIATED WITH CAROLINA SPRINGS PHASE 1, SECTION 3 HAVE BEEN PHYSICALLY SURVEYED AND THIS PLAN
REPRESENTS, TO THE BEST OF OUR KNOWLEDGE, THE HORIZONTAL AND VERTICAL LOCATIONS OF THESE UTILITIES.
3.THE WATERLINE INFORMATION SHOWN ON THESE PLANS IS FROM PERIODIC INSPECTIONS CONDUCTED THROUGHOUT THE CONSTRUCTION PHASE OF THE
PROJECT. WITHERSRAVENEL MAKES NO GUARANTEE OF THE SURVEYED ACCURACY OF THE WATERLINE SHOWN.
4.WITHERSRAVENEL IS NOT HELD RESPONSIBLE FOR INACCURACIES IN PLANS DUE TO SKETCHES OR OTHER INFORMATION RECEIVED FROM CONTRACTOR(S)
THAT DO NOT ACCURATELY REFLECT FINISHED CONSTRUCTION FIELD CONDITIONS.
5. IN STREETS AND UTILITIES LOCATED IN THE TRIASSIC BASIN AS SHOWN IN TOHS DETAIL HS356 (WHERE TRIASSIC SOILS ON COMPRESSIBLE MINIATURE TRIASSIC
SEDIMENTARY ROCK-LIKE MATERIAL EXISTS) THERE WILL BE CERTAIN SPECIAL CRITERIA REQUIRED FOR ROADWAY CONSTRUCTION.
THE FOLLOWING MINIMUMS WILL BE REQUIRED OF DEVELOPERS:
1.PRE-QUALIFIED GEO-TECHNICAL FIRM APPROVED BY THE TOWN MUST BE ON SITE FULL TIME WHILE THE UTILITIES AND ROADWAYS ARE BEING CONSTRUCTED.
2.DOCUMENTATION OF MOISTURE CONTENT, COMPACTION, DENSITY, GEOGRID DESIGN CRITERIA, ETC. MUST BE PROVIDED TO TOWN INSPECTOR.
3.ALL ROADWAYS WILL HAVE TO BE PROOF-ROLLED AT BOTH SUB GRADE AND STONE GRADE BY TOWN INSPECTOR AS WELL.
4.THE STANDARD ROADWAY CROSS-SECTION WILL BE WOVEN GEO-FABRIC DESIGN CRITERIA HP 270 OR EQUAL ON ENTIRE ROAD (AND MUST BE APPROVED BY THE
TOWN OF HOLLY SPRINGS), 7” ABC STONE, WITH ASPHALT COMPLETED IN STAGED CONSTRUCTION OF 2.5” I-19 ASPHALT AND 1.5” S9.5C IN STAGE ONE AND 1.5”
S9.5C FINAL OVERLAY INITIAL ONE-YEAR WARRANTY WITH AN ADDITIONAL YEAR EXTENSION STARTING AFTER FINAL OVERLAY SHALL BE REQUIRED FOR
ROADWAYS. FOR THE EXTENDED WARRANTY PERIOD, IT WILL BE REQUIRED TO POST A BOND, LOC, OR CASH FOR 50% OF ACTUAL COST OF ROADWAY (STORM
DRAINAGE, CURB & GUTTER, SIDEWALK AND PAVEMENT).
5.WHERE MANHOLES ARE LOCATED IN STREETS IT WILL BE REQUIRED TO HAVE SUITABLE OFF-SITE STRUCTURAL MATERIAL OR ABC STONE TO BACKFILL AROUND
EXCAVATION OF MANHOLES UP TO SUBGRADE.
6.AN ADDITIONAL FOOT OF STONE WILL BE REQUIRED 10' EITHER SIDE OF MANHOLE FOR ENTIRE WIDTH OF ROADWAY.
ADDITIONAL MEASURES MAY BE DEEMED NECESSARY BY THE TOWN PENDING SEVERITY OF THE SOILS.
THE PAVEMENT THICKNESS OF ANY STREET SHALL, AT A MINIMUM, EQUAL THE DESIGN SHOWN IN THE STANDARD DETAILS SECTION OF THESE STANDARDS FOR THE
VARIOUS STREET WIDTHS.
APPROVED PAVEMENT DESIGN METHODS INCLUDE THOSE AS PROPOSED BY NCDOT, THE 1986 AASHTO GUIDELINES AND THE 1981 ASPHALT INSTITUTE MS 1
DOCUMENT.
THE AASHTO METHOD WILL REQUIRE USE OF A TERMINAL SERVICEABILITY INDEX OF 2.0 FOR COLLECTORS AND 2.5 FOR THOROUGHFARES, SO = 0.49 FOR FLEXIBLE
PAVEMENT AND SO = 0.39 FOR RIGID PAVEMENTS, AND A RELIABILITY OF 98% FOR THOROUGHFARES AND A RELIABILITY OF 95% FOR COLLECTORS.
ALL STREETS MAINTAINED BY THE NCDOT MUST RECEIVE APPROVAL OF THE PAVEMENT DESIGN FROM NCDOT PRIOR TO THE BEGINNING OF CONSTRUCTION. NORMAL
CROWN FOR THE PAVEMENT SECTION SHALL BE ¼”/FOOT, EXCEPT AS APPROVED FOR SUPERELEVATED CROSS[1]SECTIONS
NOT PART OF
THIS PHASE
NOT PART OF
THIS PHASE
DocuSign Envelope ID: F45C951A-0EF3-4745-8AB9-9A7821416DC7
1/16/2024
1/16/2024
WOOD
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ICE SPORTS
COMPLEX
FUTURE
PHASE
PHASE 2
PHASE 1
VICINITY MAP
DEVELOPER/OWNER
ATTN: STEPHEN DORN
LENNAR CAROLINAS
1100 PERIMETER PARK DRIVE, SUITE 112
MORRISVILLE, NC 27560
PHONE: [phone]
EMAIL: [e-mail]
1"=500"
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Engineers | Planners | Surveyors
PREPARED BY:
WithersRavenel
115 MacKenan Drive | Cary, NC 27511 | t: 919.469.3340 | license #: F-1479 | www.withersravenel.com
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EXISTING REBAR WITH CAP
NC GRID COORDINATES
NAD 83(2011)
LOCALIZATION POINT
N:702,591.86'
E:2,035,789.27'
COMBINED FACTOR = 0.999890129
NO HOLLY SPRINGS MONUMENTS LOCAL TO THE SITE
MULTIPLE OBSERVATIONS WITH VRS WERE USED TO ESTABLISH BENCHMARK
PROJECT #20-17-01
RECORD DRAWINGS FOR
CAROLINA SPRINGS
PHASE 1 SECTION 4
HOLLY SPRINGS, NORTH CAROLINA
SUBMITTAL DATE: FEBRUARY 27, 2024
RECORD DRAWING NOTES:
1.THIS RECORD DRAWING SET OF PLANS IS BASED ON FIELD SURVEY PREPARED BY WITHERSRAVENEL. INFORMATION
SHOWN HEREON IS COMPRISED OF EXISTING AND PROPOSED CONDITIONS AS ORIGINALLY APPROVED BY THE TOWN
OF HOLLY SPRINGS UNLESS OTHERWISE NOTED.
2.THE SANITARY SEWER AND STORM SEWER ASSOCIATED WITH CAROLINA SPRINGS PHASE 1, SECTION 4 HAVE BEEN
PHYSICALLY SURVEYED AND THIS PLAN REPRESENTS, TO THE BEST OF OUR KNOWLEDGE, THE HORIZONTAL AND
VERTICAL LOCATIONS OF THESE UTILITIES.
3.THE WATERLINE & FORCEMAIN INFORMATION SHOWN ON THESE PLANS IS FROM PERIODIC INSPECTIONS CONDUCTED
THROUGHOUT THE CONSTRUCTION PHASE OF THE PROJECT. WITHERSRAVENEL MAKES NO GUARANTEE OF THE
SURVEYED ACCURACY OF THE WATERLINE SHOWN.
4.WITHERSRAVENEL IS NOT HELD RESPONSIBLE FOR INACCURACIES IN PLANS DUE TO SKETCHES OR OTHER
INFORMATION RECEIVED FROM CONTRACTOR(S) THAT DO NOT ACCURATELY REFLECT FINISHED CONSTRUCTION FIELD
CONDITIONS.
I certify that these as-builts are accurate and that each of the items listed on the Town’s “As-Built
Checklist” as contained in the Town of Holly Springs Engineering Design and Construction
Standards is provided on this set of as-built drawings (22 total sheets in this set). I certify that
all of the information provided is field-verified as-built information.
(Seal) ________________________________ ___________________
Signature Registered Land Surveyor Date
(Seal) ________________________________ ___________________
Signature by Professional Engineer Date
_____________________________________ ______________
Acceptance by Construction Inspector Date
N O R T H C A RO
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PR O F E SSIO
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SEAL
033840
INFRASTRUCTURE DATA
N O R T H C A RO
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B
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MIN E . D A Y T ON
PR O F E SSIO
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A
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SU R V E Y O
R
SEAL
L-4390
5. IN STREETS AND UTILITIES LOCATED IN THE TRIASSIC BASIN AS SHOWN IN TOHS DETAIL HS356 (WHERE TRIASSIC SOILS ON
COMPRESSIBLE MINIATURE TRIASSIC SEDIMENTARY ROCK-LIKE MATERIAL EXISTS) THERE WILL BE CERTAIN SPECIAL CRITERIA
REQUIRED FOR ROADWAY CONSTRUCTION.
THE FOLLOWING MINIMUMS WILL BE REQUIRED OF DEVELOPERS:
1.PRE-QUALIFIED GEO-TECHNICAL FIRM APPROVED BY THE TOWN MUST BE ON SITE FULL TIME WHILE THE UTILITIES AND
ROADWAYS ARE BEING CONSTRUCTED.
2.DOCUMENTATION OF MOISTURE CONTENT, COMPACTION, DENSITY, GEOGRID DESIGN CRITERIA, ETC. MUST BE PROVIDED
TO TOWN INSPECTOR.
3.ALL ROADWAYS WILL HAVE TO BE PROOF-ROLLED AT BOTH SUB GRADE AND STONE GRADE BY TOWN INSPECTOR AS
WELL.
4.THE STANDARD ROADWAY CROSS-SECTION WILL BE WOVEN GEO-FABRIC DESIGN CRITERIA HP 270 OR EQUAL ON ENTIRE
ROAD (AND MUST BE APPROVED BY THE TOWN OF HOLLY SPRINGS), 7” ABC STONE, WITH ASPHALT COMPLETED IN
STAGED CONSTRUCTION OF 2.5” I-19 ASPHALT AND 1.5” S9.5C IN STAGE ONE AND 1.5” S9.5C FINAL OVERLAY INITIAL
ONE-YEAR WARRANTY WITH AN ADDITIONAL YEAR EXTENSION STARTING AFTER FINAL OVERLAY SHALL BE REQUIRED FOR
ROADWAYS. FOR THE EXTENDED WARRANTY PERIOD, IT WILL BE REQUIRED TO POST A BOND, LOC, OR CASH FOR 50% OF
ACTUAL COST OF ROADWAY (STORM DRAINAGE, CURB & GUTTER, SIDEWALK AND PAVEMENT).
5.WHERE MANHOLES ARE LOCATED IN STREETS IT WILL BE REQUIRED TO HAVE SUITABLE OFF-SITE STRUCTURAL MATERIAL
OR ABC STONE TO BACKFILL AROUND EXCAVATION OF MANHOLES UP TO SUBGRADE.
6.AN ADDITIONAL FOOT OF STONE WILL BE REQUIRED 10' EITHER SIDE OF MANHOLE FOR ENTIRE WIDTH OF ROADWAY.
ADDITIONAL MEASURES MAY BE DEEMED NECESSARY BY THE TOWN PENDING SEVERITY OF THE SOILS.
THE PAVEMENT THICKNESS OF ANY STREET SHALL, AT A MINIMUM, EQUAL THE DESIGN SHOWN IN THE STANDARD DETAILS
SECTION OF THESE STANDARDS FOR THE VARIOUS STREET WIDTHS.
APPROVED PAVEMENT DESIGN METHODS INCLUDE THOSE AS PROPOSED BY NCDOT, THE 1986 AASHTO GUIDELINES AND THE
1981 ASPHALT INSTITUTE MS 1 DOCUMENT.
THE AASHTO METHOD WILL REQUIRE USE OF A TERMINAL SERVICEABILITY INDEX OF 2.0 FOR COLLECTORS AND 2.5 FOR
THOROUGHFARES, SO = 0.49 FOR FLEXIBLE PAVEMENT AND SO = 0.39 FOR RIGID PAVEMENTS, AND A RELIABILITY OF 98% FOR
THOROUGHFARES AND A RELIABILITY OF 95% FOR COLLECTORS.
ALL STREETS MAINTAINED BY THE NCDOT MUST RECEIVE APPROVAL OF THE PAVEMENT DESIGN FROM NCDOT PRIOR TO THE
BEGINNING OF CONSTRUCTION. NORMAL CROWN FOR THE PAVEMENT SECTION SHALL BE ¼”/FOOT, EXCEPT AS APPROVED
FOR SUPERELEVATED CROSS[1]SECTIONS
INDEX OF SHEETS
COVER
EXISTING CONDITIONS
OVERALL SITE PLAN
SITE PLAN
SITE PLAN
SITE PLAN
SITE PLAN
SITE PLAN
OPEN SPACE PLAN & DETAILS
SIGNING AND MARKING PLAN
OVERALL UTILITY PLAN
UTILITY PLAN
UTILITY PLAN
UTILITY PLAN
UTILITY PLAN
UTILITY PLAN
OVERALL STORM DRAINAGE & GRADING PLAN
STORM DRAINAGE & GRADING PLAN
STORM DRAINAGE & GRADING PLAN
STORM DRAINAGE & GRADING PLAN
STORM DRAINAGE & GRADING PLAN
STORM DRAINAGE TABLES
GENERAL EROSION CONTROL NOTES
OVERALL PRE - EROSION CONTROL PLAN
PRE- EROSION CONTROL PLANS
OVERALL POST EROSION CONTROL PLAN
POST EROSION CONTROL PLANS
CAROLINA SPRINGS BLVD. PLAN AND PROFILE
ROADWAY PLANS AND PROFILE
ROADWAY PLANS AND PROFILE
ROADWAY PLANS AND PROFILE
ROADWAY PLANS AND PROFILE
NAHUNTA ROAD PLAN AND PROFILE
ROADWAY PLANS AND PROFILE
GOOSE NEST COVE PLAN AND PROFILE
LIGHT OAK WAY PLAN AND PROFILE
ROADWAY PLANS AND PROFILE
ALLEYS 1 AND 2 PLAN AND PROFILE
ROADWAY PLANS AND PROFILE
ALLEYS 10 AND 11 PLAN AND PROFILE
GREENWAY PLANS AND PROFILE
SS OUTFALLS PLAN AND PROFILE
WOODS CREEK RD PLAN AND PROFILE
SCM PLAN AND DETAILS
CULVERT PLANS AND PROFILE
DETAILS
NCDEQ NCGO1 PLAN SHEET
LANDSCAPE PLANS
LANDSCAPE DETAILS
TREE PRESERVATION PLAN
TREE PRESERVATION AERIAL
SITE LIGHTING PLAN
SITE LIGHTING PLAN - NO GRID
HEADWALL & WINGS FOR 60" CULVERT STREET C, TRIB 3
HEADWALL & WINGS FOR 60" CULVERT STREET C, TRIB 3
SHT 0.0
SHT 1.0
SHT 2.0
SHT 2.1-2.3
SHT 2.4-2.5
SHT 2.6
SHT 2.7-2.8
SHT 2.9-2.11
SHT 2.12 - 2.18
SHT 2.19
SHT 3.0
SHT 3.1-3.3
SHT 3.4-3.5
SHT 3.6
SHT 3.7-3.8
SHT 3.9-3.11
SHT 4.0
SHT 4.1-4.2
SHT 4.3-4.4
SHT 4.5-4.6
SHT 4.7
SHT 4.8-4.10
SHT 5.0
SHT 5.1
SHT 5.2 - 5.8
SHT 5.9
SHT 5.10 - 5.16
SHT 6.1
SHT 6.2-6.4
SHT 6.5
SHT 6.6-6.9
SHT 6.10
SHT 6.11
SHT 6.12
SHT 6.13
SHT 6.14
SHT 6.15
SHT 6.16
SHT 6.17-6.21
SHT 6.22
SHT 6.23-6.24
SHT 6.25-6.26
SHT 6.27 - 6.28
SHT 7.0 - 7.6
SHT 7.7 - 7.9
SHT 8.0 - 8.5
SHT 8.6
SHT L1.0 - L1.9
SHT L2.0 - 2.1
SHT L3.0
SHT L3.1
SHT 21-0031A (1-3)
SHT 21-0031A-NO GRID (1-3)
S1.0 - S1.3
S2.0 - S2.1
DocuSign Envelope ID: 11D5A701-9CF9-4716-9385-62A36377DF26
3/7/2024
3/7/2024
W
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WALL
WALL
WALL
WALL
10' PRIVATE REUSE LINE EASEMENT
per BM 2018, PG 1969
10' PRIVATE REUSE LINE EASEMENT
per BM 2018, PG 2339
1
5
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CONC SIDEWAL
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30168305.55RCP18 INV
30169306.84RCP18 INV
506260.43CMP84
30276260.76CMP INV 10'W 7.2'H 30277260.77CMP INV 10'W 7.2'H
30280260.63CMP INV 10'W 7.2'H
XX
X
X
G
G
G
G
G
G
G
G
G G G G G G G G G
G
G
G
G
G
G
G
G
G
G G G G G G
239
240
241
422425426423424
84
83
215
87
214
221
213
101
236
220
212
100
235
219
211
99
91
234
218
210
98
90
233
217
97
89
232
224
216
88
223
80
85
242
238
181
182
183
177
178
179
180
172
173
174
175
176
184
188 187189
169
171
150
151
128
152
145
123
146
154
147
117
202
255
287
256
272
288
204
273 274
190
346347
166
348 341342350343351344345
378 377
358
375
357
383 382 373379 361
193
262
278
194
263
279
195
264
280
196
281 282
251 259 267 275
191
252 260 268 276 284
269
285
198
254
270
286
239
240
241
242
169
171
150
151
128
152
145
123
146
154
147
117
181
182
183
177
178
179
180
172
173
174
175
176
184
188 187189
238
272
288
204
273 274
190
346347
166
348 341342350343351344345
375
357
383 382 373379 361
193
262
278
194
263
279
195
264
280
196
281 282
251 259 267 275
191
252 260 268 276 284
269
285
198
254
270
286
202
255
287
256
80
85
84
422425426423424
83
231
215
87
230
214
237
229
221
213
101
236
228
220
212
100
235
227
219
211
99
91
234
218
98
90
233
217
97
89
232
224
216
88
223
378 377
358
404 405 406 407 408 410 411 412 413 414 419418417416
7
15
8
16
9
17
10
18
3
11
19
4
12
20
5
13
22
6
14
34
42
33
40
32
39
23
38
37
36
35
41
1
2
43
46
65
73
66
67
68
76
69
70
63
64
72
45
71
79
78
81
82
86
92
93
94
95
102
103
104
105
106
107
108
109
111
112
113
114
110
387
421 384
363
356
271
245 247 248 249 258
203 197 192
186
185
155
153
149
148
144
142141140139138137136135134132133130129127126125124119118116
77
96
226
415 420
143
120 121 122 131
250 253
283277
246
225
222
390392393395396
326
327 328 329 330 331 332 333 334 335 336 337 338339
312313314315316317318319320321322323324325
505152
21
44
24
25
26
27
28
29
30
74
75
170
168
167243
244
201 200 199
257 261 265 266
409
385389394401400399398
381 380 376 374 372 371 370 369 368 367 366 365 364 362
360
359
353 352 349 340
310
309
306
305
304
302
301
300
299
297
296
295
294
293
292
291
290
289
298
303
307
308
311
355 354
160
156
161
164
163
165
48
115
206208207 205
47
209
49
585354555657 6059 6261
158
157
159
162
397402
391 388 386
403
427428429430431435432433434436
31
SAND
VOLLEYBALL
PLAYGROUND
PLAY LAWN
POOL, +/- 3000 SF
RE: POOL PLANS BY OTHERS
TERRACE
T
320
NATURAL
AREA
SITE LEGEND:
PROPOSED BUILDING
PROPOSED POOL
CONCRETE PED. PAVING
VEHICULAR CONCRETE PAVING
CONCRETE CONTROL JOINT [TYP]
CONCRETE EXPANSION JOINT [TYP]
PEDESTRIAN PAVERS
VEHICULAR PAVERS
STANDARD ASPHALT PAVING
HEAVY DUTY ASPHALT PAVING
WASHED SAND
ENGINEERED WOOD FIBER MULCH
CONCRETE BAND (FLUSH)
TRUNCATED DOME PAVER
CURB AND GUTTER
FLUSH CURB
ADA CURB RAMP
DECORATIVE CROSSWALK
STANDARD STRIPED CROSSWALK
NO-PARKING AREA
PROPOSED SIGN
SYMBOL DESCRIPTION
S
EROSION CONTROL LEGEND:
TEMPORARY INLET PROTECTION
TEMPORARY CONSTRUCTION ENTRANCE
LIMITS OF DISTURBANCE
TEMPORARY TREE PROTECTION FENCE
TEMPORARY SILT FENCE
TEMPORARY CONCRETE WASHOUT
SYMBOL DESCRIPTIONPEDESTRIAN PAVING [PP-]
PP-01 - CONCRETE PED. PAVING
PP-02 - COLORED CONC. PED PAVING
PP-03 - PEDESTRIAN PAVERS
PP-05 - DECORATIVE GRAVEL
VEHICULAR PAVING [VP-]
VP-01 - ASPHALT VEHICULAR PAVING
VP-02 - HD ASPHALT VEHICULAR PAVING
VP-03 - CONCRETE VEHICULAR PAVING
VP-04 - VEHICULAR PAVERS
VP-06 - VEHICULAR PAVERS
CURBING [CB-]
CB-01 - 24" CURB AND GUTTER
SITE WALLS [SW-]
SW-01 - STONE RETAINING WALL
SW-02 - SEGMENTAL BLOCK RET. WALL
STAIRS/RAMPS [SR-]
SR-01 - CONCRETE STAIRS
SR-02 - ADA CURB RAMP
SR-03 - ADA SITE RAMP
FENCING [F-]
F-01 - BLACK ALUMINUM FENCING
F-02 - BLACK ALUMINUM GATE
FURNISHINGS [FR-]
FR-01 - BENCH
FR-02 - BIKE RACK
FR-03 - BIKE REPAIR STATION
FR-04 - WASTE RECEPTACLE
FR-05 - GRILL STATION
FR-06 - FIRE PIT
MISCELLANEOUS [ML-]
ML-01 - STEEL EDGING
ML-02 - PROPOSED LIGHT POLE
ML-03 - PLANT BED
ML-04 - LAWN AREA
ML-05 - CHARGING STATION
ML-06 - HANDICAP PARKING SIGN
LABELS LEGEND:
S
SITE LEGEND:
PROPOSED BUILDING
PROPOSED POOL
CONCRETE PED. PAVING
VEHICULAR CONCRETE PAVING
PEDESTRIAN PAVERS
VEHICULAR PAVERS
STANDARD ASPHALT PAVING
HEAVY DUTY ASPHALT PAVING
WASHED SAND
ENGINEERED WOOD FIBER MULCH
CONCRETE BAND (FLUSH)
TRUNCATED DOME PAVER
CURB AND GUTTER
FLUSH CURB
ADA CURB RAMP
DECORATIVE CROSSWALK
STANDARD STRIPED CROSSWALK
NO-PARKING AREA
PROPOSED SIGN
SAFETY RAILING
BLACK ALUM. FENCE
BLACK ALUM. GATE
RETAINING WALL
SITE WALL
COLUMN
VUA. LIGHT POLE
PED. LIGHT POLE
WASTE RECEPTACLE
BENCH
BIKE RACK
BIKE REPAIR STATION
TABLES
FIRE PIT
CHARCOAL GRILL
CONCRETE CORN HOLE BOARD
DECORATIVE BOLLARD
SETBACK LINE
TEMPORARY TREE PROTECTION FENCE
PROPOSED EASEMENT [RE: SITE PLAN]
FIRE LANE STRIPING
PAVEMENT DIRECTION ARROWS
SYMBOL DESCRIPTION
DRAINAGE & GRADING LEGEND:
EXISTING CONTOUR MINOR
EXISTING CONTOUR MAJOR
EXISTING CURB INLET
EXISTING CATCH BASIN
EXISTING STORM PIPE
EXISTING FLARED END SECTION
PROPOSED CONTOUR MINOR
PROPOSED CONTOUR MAJOR
PROPOSED CURB INLET
PROPOSED CATCH BASIN
PROPOSED STORM PIPE
PROPOSED FLARED END SECTION
PROPOSED RETAINING WALL
PROPOSED SILT FENCE
PROPOSED TREE PROTECTION FENCE
SYMBOL DESCRIPTION
UTILITIES LEGEND:
EXISTING WATER SERVICE METER
EXISTING BACKFLOW PREVENTOR
EXISTING PROPOSED FIRE HYDRANT
EXISTING FDC
EXISTING WATER LINE
EXISTING RECLAIMED WATER LINE
EXISTING SEWER SERVICE
EXISTING CLEAN OUT
EXISTING SANITARY SEWER LINE
EXISTING SANITARY SEWER MAN HOLE
PROPOSED WATER SERVICE METER
PROPOSED BACKFLOW PREVENTOR
PROPOSED PROPOSED FIRE HYDRANT
PROPOSED FDC
PROPOSED WATER LINE
PROPOSED RECLAIMED WATER LINE
PROPOSED SEWER SERVICE
PROPOSED CLEAN OUT
PROPOSED SANITARY SEWER LINE
PROPOSED SANITARY SEWER MAN HOLE
SYMBOL DESCRIPTION
S
S
CLUBHOUSE
POO
L

H
O
U
S
E
/
BAT
H
R
O
O
M
S
CONCRETE CONTROL JOINT [TYP]
CONCRETE EXPANSION JOINT [TYP]
KIO
S
K

1
KIO
S
K

2
WETLANDS (TYP)
30' HOLLY SPRINGS
CAFE FEAR BUFFER
WETLANDS (TYP)
EXISTING POND
TO REMAIN
DUKE ENERGY PROGRESS LLC
FORMERLY
FIRST CITIZENS BANK TRACT
(SEE DB 2086, PG. 677 & CP&L DRAWING #L-D-2581)
DUKE LAND UNIT #1183088
PIN: 0730634462
LAND USE: STATE ASSESSED
WAKE COUNTY
DUKE ENERGY PROGRESS LLC
REMAINDER OF
SONYA WILSON
DB 2260, PG. 649
PIN: 0730457251
LAND USE: VACANT
ZONING: R30
TOWN OF HOLLY SPRINGS ETJ
MARY HARRIS
DB 2260, PG. 670 & 99-E-2225
PIN: 0730545847
LAND USE: SINGLE FAMILY
ZONING: R30
TOWN OF HOLLY SPRINGS ETJ
MATTIE HARRIS HEIRS
DB 9105, PG. 2362 & 16-E-2429
PIN: 0730644708
LAND USE: VACANT
ZONING:R30
TOWN OF HOLLY SPRINGS ETJ
DELORES HORTON
DB 8201, PG. 2115
PIN: 0730652261
LAND USE: MOBILE
ZONING: R30
TOWN OF HOLLY SPRINGS ETJ
DB 12651, PG. 1128
PIN: 0730852539
LAND USE: VACANT
ZONING: SD (APEX)
TOWN OF APEX
S
R

1
1
5
4

-

W
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(82
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P
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)
WETLANDS (TYP)
30' HOLLY SPRINGS
CAPE FEAR BUFFER
30' HOLLY SPRINGS
CAPE FEAR BUFFER
WETLANDS
(TYP)
WETLANDS (TYP)
30' HOLLY SPRINGS
CAPE FEAR BUFFER
30' HOLLY SPRINGS
CAPE FEAR BUFFER
30' HOLLY SPRINGS
CAPE FEAR BUFFER
5
0
'

C
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1
2
6
2
50' DIXIE PIPELINE C
O
M
P
A
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Y

R
/
W
DB 2758, PG. 643
LENNAR CAROLINAS LLC
DB 17612, PG. 1928
PIN: 0730533724
LAND USE: VACANT
ZONING: PUD
TOWN OF HOLLY SPRINGS
WETLANDS (TYP)
30' HOLLY SPRINGS
CAFE FEAR BUFFER
SCM 8
WET DETENTION
POND
SCM 10
WET DETENTION
POND
25' ROW
DEDICATION
SCM 7
CONSTRUCTED
WETLANDS
FUTURE PUMP STATION #2
(FINAL LOCATION TO BE DETERMINED)
PROPOSED
BOC
BY
OTHERS
10' ASPHALT MULTI-USE
TRAIL (TYP)
LENNAR CAROLINAS LLC
DB 17612, PG. 1928
PIN: 0730533724
LAND USE: VACANT
ZONING: PUD
TOWN OF HOLLY SPRINGS
LENNAR CAROLINAS LLC
DB 17612, PG. 1928
PIN: 0730533724
LAND USE: VACANT
ZONING: PUD
TOWN OF HOLLY SPRINGS
CAPITAL PROPERTIES II LLC
DB 17612, PG. 1928
PIN: 0730842712
LAND USE: VACANT
ZONING: PUD
TOWN OF HOLLY SPRINGS
CAPITAL PROPERTIES II LLC,
LENNAR CAROLINAS LLC
DB 17612, PG. 1928
PIN: 0730834534
LAND USE: VACANT
ZONING: PUD
TOWN OF HOLLY SPRINGS
CAROLINA SPRINGS BOULEVARD
(82' PUBLIC ROW)
CARO
L
I
N
A

S
P
R
I
N
G
S

B
O
U
L
E
V
A
R
D
(82' P
U
B
L
I
C

R
O
W
)
EXISTING EOP
EXISTING
12 OAKS
SUBDIVISION
50' DIXIE PIPEL
I
N
E

C
O
M
P
A
N
Y

R
/
W
DB 2758, PG. 64
3
SCM 6
CONSTRUCTED
WETLANDS
SCM 12
WET DETENTION
POND
SCM 9
WET DETENTION POND
WETLANDS (TYP)
FUTURE AMENITY SITE
FUTURE
TOWN PARK AREA
25 AC
(TO BE DEDICATED)
CAROLINA SPRINGS BOULEVARD
(55' PUBLIC ROW)
FUTURE ROAD
EXTENSION (BY OTHERS)
W
O
O
D
F
I
E
L
D

D
E
A
D

E
N
D
R
O
A
D

(
8
2
'

P
U
B
L
I
C

R
O
W
)
PROJECT
LIMITS
S
R

1
1
5
4

-

W
O
O
D
S

C
R
E
E
K

R
O
A
D
(
E
X
I
S
T
I
N
G

6
0
'

P
U
B
L
I
C

R
/
W

D
B

9
2
6
4

P
G

2
9
5
)
AL
L
E
Y

8
(2
5
'

A
C
C
E
S
S
EA
S
E
M
E
N
T
)
FAIRPORT LANE
(51' PUBLIC R/W)
FAIRPORT LANE
(25' ACCESS EASEMENT)
AL
L
E
Y

5
(2
5
'

A
C
C
E
S
S

E
A
S
E
M
E
N
T
)
FLOODWAY
FEMA 100 YEAR
FLOODPLAIN
EXISTING LOCAL
100 YEAR FLOODPLAIN
PROPOSED LOCAL
100 YEAR FLOODPLAIN
VILLAGE SQUARE /
NEIGHBORHOOD
DISTRICT CENTER
DIVIDING BOUNDARY LINE
CAR
O
V
A

B
E
N
D
(55
'

P
U
B
L
I
C

R
O
W
)
C
A
R
O
V
A

B
E
N
D
(5
5
'

P
U
B
L
I
C

R
O
W
)
NA
H
U
N
T
A

R
O
A
D
(5
5
'

P
U
B
L
I
C

R
O
W
)
OL
D

F
O
R
T

D
R
I
V
E
(2
5
'

A
C
C
E
S
S

E
A
S
E
M
E
N
T
)
CALVAND
E
R

L
A
N
E
(51' PUBL
I
C

R
O
W
)
CAR
O
V
A

B
E
N
D
(55'

P
U
B
L
I
C

R
O
W
)
NAH
U
N
T
A

R
O
A
D
(55
'

P
U
B
L
I
C

R
O
W
)
OLD

F
O
R
T

D
R
I
V
E
(25
'

A
C
C
E
S
S

E
A
S
E
M
E
N
T
)
NA
H
U
N
T
A

R
O
A
D
(5
5
'

P
U
B
L
I
C

R
O
W
)
OL
D

F
O
R
T

D
R
I
V
E
(2
5
'

A
C
C
E
S
S

E
A
S
E
M
E
N
T
)
BR
I
C
E
S

C
R
E
E
K

L
A
N
E
(5
5
'

P
U
B
L
I
C

R
O
W
)
DEERCROFT DRIVE
(55' PUBLIC ROW)DEER CROFT DRIVE
(55' PUBLIC ROW)
AL
L
E
Y

2
(2
5
'

A
C
C
E
S
S

E
A
S
E
M
E
N
T
)
ALLEY 3
(25' ACCESS EASEMENT)
RE
D

B
R
U
S
H

W
A
Y
(5
5
'

P
U
B
L
I
C

R
O
W
)
LIGHT OAK WAY
(55' PUBLIC ROW)
DEER CROFT DRIVE
(55' PUBLIC ROW)
CA
R
O
V
A

B
E
N
D
(5
5
'

P
U
B
L
I
C

R
O
W
)
BL
U
E

C
L
A
Y

L
A
N
E
(VA
R
I
A
B
L
E

W
I
D
T
H

A
C
C
E
S
S

E
A
S
E
M
E
N
T
)
WETLANDS (TYP)
ALLEY 1
(25' ACCESS EASEMENT)ALLEY 1
(25' ACCESS EASEMENT)
FUTURE PHASE
FUTURE PHASE
PUD BOUNDARY
PUD BOUNDARY
POCKET PARK 1
HHI TRINITY APEX INVESTMENTS LLC
DB 12651 PG 1128
PIN: 0730852539
POCKET PARK 2
PUD BOUNDARY
ALLEY 11
(25' ACCESS EASEMENT)
SEE SEPARATE PLAN SET
FOR PUMP STATION #1
TOHS# 17-29-PSS
AL
L
E
Y

9
(2
5
'

A
C
C
E
S
S
EA
S
E
M
E
N
T
)
AL
L
E
Y

9
(2
5
'

A
C
C
E
S
S
EA
S
E
M
E
N
T
)
EXISTING
PROPERTY LINE
WETLANDS (TYP)
SEE SEPARATE CAROLINA SPRINGS BLVD.
PLAN SET FOR MORE INFORMATION SHOWN
FOR REFERENCE ONLY
FLOODWAY
EXISTING
PROPERTY LINE
EXISTING
PROPERTY LINE
PROJECT LIMITS
PROPOSED
PROPERTY LINE
ALLEY 10
(35' ACCESS EASEMENT)
DUKE ENERGY PROGRESS INC
DB 15289 PG 2437
PIN 0730712692
FUTURE VILLAGE
SQUARE EAST 30' HOLLY SPRINGS
CAPE FEAR BUFFER
WETLANDS (TYP)
ALL
E
Y

6
(25'
A
C
C
E
S
S

E
A
S
E
M
E
N
T
)
ALLEY 1
(VARIABLE WIDTH ACCESS EASEMENT)
SCM #9
50' DIXIE PIPELINE COMPANY R/W
DB 2758, PG. 643
50' DIXIE PIPEL
I
N
E

C
O
M
P
A
N
Y

R
/
W
DB 2758, PG. 64
3
G G G G G G G G G
G
G
G
G
G
G
G
G
G
G G G G G G
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x
W
R
R
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W
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FM
FM
FM
FM
FM
F
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R R R
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R
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Revisions
K:
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A
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O
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Sheet No.
Designer
Drawn By
Date
Job No.
Wi
t
h
e
r
s
R
a
v
e
n
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l
11
5

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R
E
C
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D

D
R
A
W
I
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G
S
CA
R
O
L
I
N
A

S
P
R
I
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G
S
P
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A
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E

1

S
E
C
T
I
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N

4
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L
L
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02190372.20
02/27/2024
WR
WR
1 inch = 200 ft.
200
GRAPHIC SCALE
0 100 200 400
OV
E
R
A
L
L

S
I
T
E

P
L
A
N
C2.0
GENERAL & SITE PLAN NOTES:
1.ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE TOWN OF HOLLY SPRINGS STANDARD SPECIFICATIONS
AND DETAILS.
2.BOUNDARY AND TOPOGRAPHIC INFORMATION BASED ON SURVEY BY BATEMAN AND WITHERSRAVENEL, INC.
3.WETLANDS AND RIPARIAN BUFFERS DELINEATED BY S&EC AND SURVEYED BY WITHERSRAVENEL.
4.ALL ADJOINER ZONING INFORMATION IS TOWN OF HOLLY SPRINGS ZONING UNLESS NOTED OTHERWISE.
5.CONTRACTOR SHALL LOCATE ANY AND ALL UTILITIES PRIOR TO START OF CONSTRUCTION. NOTIFY ENGINEER IN
WRITING OF ANY CONFLICTS WHICH MAY REQUIRE REVISION TO THESE PLANS.
6.EXISTING VISIBLE ABOVE-GROUND UTILITY INFORMATION BASED ON SURVEY BY WITHERSRAVENEL, INC. AND
SUPPLEMENTED OUTSIDE OF THE PROJECT BOUNDARY BY GIS LIDAR.
7.DELINEATED WETLAND AND RIPARIAN BUFFER AREAS SHALL NOT BE CLEARED, DRAINED OR OTHERWISE
DISTURBED UNLESS SPECIFICALLY PERMITTED BY THE U.S. ARMY CORPS OF ENGINEERS AND NCDENR-DWQ.
8.THE RESTRICTIVE COVENANTS FOR THE SUBDIVISION SHALL BE RECORDED AT WAKE COUNTY REGISTER OF DEEDS
PRIOR TO THE RECORDATION OF ANY LOTS.
9.CONSTRUCTION DRAWING APPROVAL IS REQUIRED BEFORE CONSTRUCTION CAN BEGIN. ALL APPLICABLE FEES
SHALL ALSO BE PAID PRIOR TO CONSTRUCTION DRAWING APPROVAL ON A SECTION BY SECTION BASIS.
10.REGULATORY FEMA MAPPED FLOODPLAINS DO NOT EXIST ON THIS SITE PER FIRM 3720064800J, DATED MAY 2, 2006.
11.TREE PROTECTION FENCING SHALL BE PROVIDED ALONG ALL VEGETATED RIPARIAN AND VEGETATED PERIMETER
BUFFER AREAS.
12.ALL ONSITE POWER LINES WILL BE PROVIDED UNDERGROUND TO DUKE ENERGY PROGRESS STANDARDS.
13.PARKS AND RECREATION FEE WILL BE FINALIZED PRIOR TO LOT RECORDING.
14.NO FILL MATERIAL MAY BE ADDED TO NRB ZONE 1 (INNER 30') AND NO STRUCTURES ARE ALLOWED WITHIN ANY OF
THE BUFFER AREAS UNLESS SPECIFICALLY PERMITTED BY THE TOWN OF HOLLY SPRINGS AND/OR NCDWQ.
15.COMMON OPEN SPACE INCLUDING LANDSCAPE BUFFER AREAS SHALL BE MAINTAINED BY HOMEOWNERS
ASSOCIATION.
16.STREET LIGHTING SHALL BE REQUIRED FOR THIS PROJECT AND BE DESIGNED AND CONSTRUCTED WITHIN
ACCORDANCE TO HOLLY SPRINGS AND DUKE ENERGY PROGRESS ENERGY POLICIES AND STANDARDS. ADJACENT
ROADWAYS WILL BE REQUIRED TO BE LIGHTED PRIOR TO THE FIRST C.O. AND INTERNAL ROADWAYS MUST BE
LIGHTED PRIOR TO STREET ACCEPTANCE FOR 1 YEAR WARRANTY.
17.ALL RETAINING WALLS SHALL REQUIRE A BUILDING PERMIT. WALLS GREATER THAN 4' IN HEIGHT WILL REQUIRE
ENGINEERING DESIGN APPROVAL AT CONSTRUCTION DRAWING REVIEW AS WELL AS A BUILDING PERMIT. NO
UTILITIES SHALL CONFLICT WITH STRUCTURAL REINFORCEMENT OF THE WALL.
18.LOCATION OF STREET TREES AND STREET LIGHTING WILL BE FIELD-COORDINATED BY THE DEVELOPER TO
ELIMINATE CONFLICTS.
19.INTERNAL ROADWAYS MUST BE LIGHTED PRIOR TO FIRST CO AND ALLADJACENT ROADWAYS WILL BE REQUIRED TO
BE LIGHTED PRIOR TO STREET ACCEPTANCE FOR 1-YEAR WARRANTY.
20.ALL NEW UTILITY LINES(POWER, CABLE, ETC.) MUST BE UNDERGROUND.
SECTION 1B
SECTION 2
SECTION 3
SECTION 5
SECTION 4
SECTION 1A
RECORD DRAWING NOTES:
1.THIS RECORD DRAWING SET OF PLANS IS BASED ON FIELD SURVEY PREPARED BY
WITHERSRAVENEL. INFORMATION SHOWN HEREON IS COMPRISED OF EXISTING AND
PROPOSED CONDITIONS AS ORIGINALLY APPROVED BY THE TOWN OF HOLLY SPRINGS UNLESS
OTHERWISE NOTED.
2.THE SANITARY SEWER AND STORM SEWER ASSOCIATED WITH CAROLINA SPRINGS PHASE 1,
SECTION 4 HAVE BEEN PHYSICALLY SURVEYED AND THIS PLAN REPRESENTS, TO THE BEST OF
OUR KNOWLEDGE, THE HORIZONTAL AND VERTICAL LOCATIONS OF THESE UTILITIES.
3.THE WATERLINE INFORMATION SHOWN ON THESE PLANS IS FROM PERIODIC INSPECTIONS
CONDUCTED THROUGHOUT THE CONSTRUCTION PHASE OF THE PROJECT. WITHERSRAVENEL
MAKES NO GUARANTEE OF THE SURVEYED ACCURACY OF THE WATERLINE SHOWN.
4.WITHERSRAVENEL IS NOT HELD RESPONSIBLE FOR INACCURACIES IN PLANS DUE TO SKETCHES
OR OTHER INFORMATION RECEIVED FROM CONTRACTOR(S) THAT DO NOT ACCURATELY
REFLECT FINISHED CONSTRUCTION FIELD CONDITIONS.
I certify that these as-builts are accurate and that each of the items listed on the Town’s “As-Built
Checklist” as contained in the Town of Holly Springs Engineering Design and Construction
Standards is provided on this set of as-built drawings (22 total sheets in this set). I certify that
all of the information provided is field-verified as-built information.
(Seal) ________________________________ ___________________
Signature Registered Land Surveyor Date
(Seal) ________________________________ ___________________
Signature by Professional Engineer Date
_____________________________________ ______________
Acceptance by Construction Inspector Date
N O R T H C A RO
L
I
N
A
C
U
R
TIS M . B L A Z I E R
PR O F E SSIO
N
A
L
E
NGI N E E R
SEAL
033840
N O R T H C A RO
L
I
N
A
B
E
N
J
A
MIN E . D A Y T ON
PR O F E SSIO
N
A
L
L
A
N
D
SU R V E Y O
R
SEAL
L-4390
5. IN STREETS AND UTILITIES LOCATED IN THE TRIASSIC BASIN AS SHOWN IN TOHS DETAIL HS356
(WHERE TRIASSIC SOILS ON COMPRESSIBLE MINIATURE TRIASSIC SEDIMENTARY ROCK-LIKE MATERIAL
EXISTS) THERE WILL BE CERTAIN SPECIAL CRITERIA REQUIRED FOR ROADWAY CONSTRUCTION.
THE FOLLOWING MINIMUMS WILL BE REQUIRED OF DEVELOPERS:
1.PRE-QUALIFIED GEO-TECHNICAL FIRM APPROVED BY THE TOWN MUST BE ON SITE FULL TIME
WHILE THE UTILITIES AND ROADWAYS ARE BEING CONSTRUCTED.
2.DOCUMENTATION OF MOISTURE CONTENT, COMPACTION, DENSITY, GEOGRID DESIGN CRITERIA,
ETC. MUST BE PROVIDED TO TOWN INSPECTOR.
3.ALL ROADWAYS WILL HAVE TO BE PROOF-ROLLED AT BOTH SUB GRADE AND STONE GRADE BY
TOWN INSPECTOR AS WELL.
4.THE STANDARD ROADWAY CROSS-SECTION WILL BE WOVEN GEO-FABRIC DESIGN CRITERIA HP 270
OR EQUAL ON ENTIRE ROAD (AND MUST BE APPROVED BY THE TOWN OF HOLLY SPRINGS), 7” ABC
STONE, WITH ASPHALT COMPLETED IN STAGED CONSTRUCTION OF 2.5” I-19 ASPHALT AND 1.5”
S9.5C IN STAGE ONE AND 1.5” S9.5C FINAL OVERLAY INITIAL ONE-YEAR WARRANTY WITH AN
ADDITIONAL YEAR EXTENSION STARTING AFTER FINAL OVERLAY SHALL BE REQUIRED FOR
ROADWAYS. FOR THE EXTENDED WARRANTY PERIOD, IT WILL BE REQUIRED TO POST A BOND, LOC,
OR CASH FOR 50% OF ACTUAL COST OF ROADWAY (STORM DRAINAGE, CURB & GUTTER,
SIDEWALK AND PAVEMENT).
5.WHERE MANHOLES ARE LOCATED IN STREETS IT WILL BE REQUIRED TO HAVE SUITABLE OFF-SITE
STRUCTURAL MATERIAL OR ABC STONE TO BACKFILL AROUND EXCAVATION OF MANHOLES UP TO
SUBGRADE.
6.AN ADDITIONAL FOOT OF STONE WILL BE REQUIRED 10' EITHER SIDE OF MANHOLE FOR ENTIRE
WIDTH OF ROADWAY.
ADDITIONAL MEASURES MAY BE DEEMED NECESSARY BY THE TOWN PENDING SEVERITY OF THE SOILS.
THE PAVEMENT THICKNESS OF ANY STREET SHALL, AT A MINIMUM, EQUAL THE DESIGN SHOWN IN THE
STANDARD DETAILS SECTION OF THESE STANDARDS FOR THE VARIOUS STREET WIDTHS.
APPROVED PAVEMENT DESIGN METHODS INCLUDE THOSE AS PROPOSED BY NCDOT, THE 1986 AASHTO
GUIDELINES AND THE 1981 ASPHALT INSTITUTE MS 1 DOCUMENT.
THE AASHTO METHOD WILL REQUIRE USE OF A TERMINAL SERVICEABILITY INDEX OF 2.0 FOR
COLLECTORS AND 2.5 FOR THOROUGHFARES, SO = 0.49 FOR FLEXIBLE PAVEMENT AND SO = 0.39 FOR
RIGID PAVEMENTS, AND A RELIABILITY OF 98% FOR THOROUGHFARES AND A RELIABILITY OF 95% FOR
COLLECTORS.
ALL STREETS MAINTAINED BY THE NCDOT MUST RECEIVE APPROVAL OF THE PAVEMENT DESIGN FROM
NCDOT PRIOR TO THE BEGINNING OF CONSTRUCTION. NORMAL CROWN FOR THE PAVEMENT SECTION
SHALL BE ¼”/FOOT, EXCEPT AS APPROVED FOR SUPERELEVATED CROSS[1]SECTIONS
DocuSign Envelope ID: 11D5A701-9CF9-4716-9385-62A36377DF26
3/7/2024
3/7/2024
117
204
383 382 379
422425426423424
214
213
212
211
210
404 405 406 407 408 410 411 412 413 414
419418417416
111
112
113
114
110
387
421
384
245 247 248 249
119118116
415 420
120
250
246
390392393395396
OPEN SPACE
244
409
385389
394
401 400 399 398
381 380
27
'
89'
86'
27
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85'
27
'
22
'
3'
19
'
85'
22
'
22
'
85'
22
'
36
'
15'
7
3
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37'
29
'
85'
18
'
40'
14
'
22
'
85'
8'
27
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27
'
87'
22
'90'
27
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27
'
90'
40'
40'
10
5
'
10
9
'
35'
11
0
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22'
11
1
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22'
11
1
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22'
11
1
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33'
11
1
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11
1
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33'
11
1
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22'
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1
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33'
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1
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33'
11
1
'
22'
11
1
'
22'
11
1
'
22'
11
1
'
22'
11
1
'
39'
37
'
49
'
44
'
4'13'
10
'
29'
89
'
19'
89
'
19'
89
'
19'
89
'
89
'
89
'
24'
89
'
24'
89
'
89
'
19'
19'
89
'
19'
89
'
19'
89
'
19'24'
89
'
89
'
24'
89
'
89
'
19'19'
89
'
89
'
19'
90
'
19'33'
11
'
1
6
'
9'
3
9
'
53
'
16'
11
'
26'
10
1
'
19'
19'
10
1
'
19'
19'
10
1
'
19'
19'
10
1
'
19'
19'
10
1
'
24'
24'
10
1
'
24'
10
1
'
24'
10
1
'
24'
19'
10
1
'
19'
19'
10
1
'
19'
19'
10
1
'
19'
19'
10
0
'
19'
24'
99
'
19'
98
'
24'
98
'
61'
17'
19'
97
'
61'
19'
96
'
61
'
19'
95
'
61
'
19'
95
'
24'
43
'
61
'
39'
10
'
11'6'
85
'
29'
85
'
29'
85
'
22'
22'
85
'
22'
22'
85
'
22'
22'19'3'
85
'
22'
85
'
19'
85
'
85
'
19'
85
'
19'
85
'
26'
85
'
26'
85
'
9'
85
'
17'
10
'
13'4'
49
'
39'
85
'
19'
19'
85
'
19'
19'
85
'
19'
19'26'
85
'
26'
85
'
26'
85
'
26'
11
0
'
11
0
'
29'
11
0
'
29'
11
0
'
19'
19'
11
0
'
19'
19'
11
0
'
19'
19'
11
0
'
19'
19'14'
4
0
'
50
'
35
'
41'
19'19'19'
3'
44'
53
'
115
76
'
40'
206208207 205
36
'
42
'
30'
6'
26'
209
10'
10
'
27'
397
402
391 388 386
403
430 427428429431
435 432433434436
39'
17'22'22'22'22'33'33'22'22'22'33'33'22'20'2'5'17'
35'
10'
2
0
'
10'
20'
19'26'
10+00
11+00
12+00
13+00
14+00
15+00
16+00
17+00
PI
:

1
5
+
5
9
.
5
2
27
+
0
0
28
+
0
0
29
+
0
0
30
+
0
0
31
+
0
0
3
2
+
0
0
PC: 31+59.91
PT: 26+32.91
PT: 32+5
4
.
1
3
10
+
0
0
11
+
0
0
PC: 10+84.49
10+00
11+00
12+00
13+00
14+00
15+00
16+00
17+00
PI
:

1
5
+
5
5
.
8
0
DE-FL
DE-FL DE-FL
CA-RL
CA-RL CA-RL
CA-RL
CA-RL
CA-RL
CA-RL CA-RL
CA-RL
FA-RL
FA-RL
FA-RL
10
+
0
0
11
+
0
0
12
+
0
0
12
+
6
8
.
9
8
10+00
11+00
12+00
13+00
14+00
15+00
16+00
17+00
PI
:

1
5
+
1
2
.
3
4
10+00
11+00
12+00
19
+
0
7
.
8
5
18
+
0
0
19
+
0
0
PT: 17+87.12
L7
C5
C1
6
L2
4
L2
6
L3
5
20' PDE
20' PDE
20' PDE
STR-FL
CL-2C
PDE
SE
C
T
I
O
N

2
SE
C
T
I
O
N

1
B
SE
C
T
I
O
N

3
SE
C
T
I
O
N

2
SE
C
T
I
O
N

1
B
SE
C
T
I
O
N

3
SE
C
T
I
O
N

2
SE
C
T
I
O
N

1
B
SE
C
T
I
O
N

3
SE
C
T
I
O
N

2
SE
C
T
I
O
N

5
SECTION 5
SECTION 3
SE
C
T
I
O
N

2
SE
C
T
I
O
N

1
B
SE
C
T
I
O
N

3
SE
C
T
I
O
N

1
B
SE
C
T
I
O
N

2
SE
C
T
I
O
N

1
B
SECTION 2
SECTION 1B
SE
C
T
I
O
N

3
SE
C
T
I
O
N

2
SE
C
T
I
O
N

4
TOP OF BANK
BOC (TYP)
R=25'
R/W (TYP)
R=25'
PROPOSED HIGH
VISIBILITY CROSSWALK (TYP.)
34' B-B
15' B-B
BOC (TYP)
R=25'
R/W (TYP)
R=25'
BOC (TYP)
R=60'
R/W (TYP)
R=46'
EXISTING EOP
TIE TO EXISTING ROAD
2.5' VALLEY
CURB (TYP)
2.5' VALLEY
CURB (TYP)
2.5' VALLEY
CURB (TYP)
R/W
39'
B-B
55'
R/W
55'
R/W
51'
R/W
55'
R/W
23'
B-B
16'
EOP
B-B
21'
B-B
55'
R/W
31'
B-B
21'
B-B
31'
B-B
27'
B-B
BOC (TYP)
R=60'
R/W (TYP)
R=46'
31'
B-B
PROPOSED
5' BIKE LANE (TYP.)
20' PDE
20' PDE
20' PDE
PROPOSED HIGH
VISIBILITY CROSSWALK (TYP.)
FUTURE PHASE
30' PERIMETER
LANDSCAPE SCREEN
R/W (TYP)
R=25'
BOC (TYP)
R=25'
R/W (TYP)
R=25'
BOC (TYP)
R=25'
R/W (TYP)
R=25'
VILLAGE SQUARE/NEIGHBORHOOD
DISTRICT CENTER DIVIDING BOUNDARY LINE
34'
EOP -EOPBOC
R=18.5'
EOP
R=20'
17'
EOP
17'
EOP
17'
EOP
17'
EOP
17'
EOP
17'
EOP
BOC (TYP)
R=25'
BOC (TYP)
R=25'
R/W (TYP)
R=25'
ST
R
E
E
T

L
(5
5
'

P
U
B
L
I
C

R
O
W
)
PROPOSED
5' SIDEWALK (TYP)
PROPOSED
5' SIDEWALK
(TYP)
PROPOSED
5' SIDEWALK (TYP)
DE
BOC (TYP)
R=60'
R/W
R=40'
LE (TYP)
RETAINING WALL #6
WITH SAFETY RAILINGS
82'
R/W
BOC (TYP)
R=25'
BOC (TYP)
R=25'
BOC (TYP)
R=25'
RETAINING WALL #7
WITH SAFETY RAILINGS
CAROLINA SPRINGS BOULEVARD
(55' PUBLIC ROW)
ALLEY 1
(25' ACCESS EASEMENT)
NA
H
U
N
T
A

R
O
A
D
(5
5
'

P
U
B
L
I
C

R
O
W
)
AL
L
E
Y

4
(2
5
'

A
C
C
E
S
S

E
A
S
E
M
E
N
T
)
DEERCROFT DRIVE
(55' PUBLIC ROW)
DEER CROFT DRIVE
(55' PUBLIC ROW)
ALLEY 1
(25' ACCESS EASEMENT)
LE
L
A
N
D

C
R
E
S
T
DR
I
V
E
(8
2
'

P
U
B
L
I
C

R
O
W
)
ALLEY 3
(25' ACCESS EASEMENT)
12' EOP
PROPOSED HIGH
VISIBILITY CROSSWALK (TYP.)
PROPOSED
CROSSWALK (TYP.)
BOC (TYP)
R=25'
BOC (TYP)
R=25'
BOC (TYP)
R=25'
BOC (TYP)
R=25'
BOC (TYP)
R=60'
R/W (TYP)
R=40'
BOC (TYP)
R=25'
BOC (TYP)
R=25'
R/W (TYP)
R=25'
CAROLINA SPRINGS BOULEVARD
(82' PUBLIC ROW)
10' RETAINING WALL
EASEMENT
10' RETAINING
WALL EASEMENT
END OF ROAD BARRICADE
END OF ROAD BARRICADE
RETAINING WALL #12
WITH SAFETY RAILS
20' PDE
20' DE
Revisions
K:
\
1
9
\
1
9
-
0
3
7
0
\
1
9
0
3
7
2
.
2
0
-
C
a
r
o
l
i
n
a

S
p
r
i
n
g
s

P
h
a
s
e
s

1
-
5
\
C
A
D
\
A
S
-
B
U
I
L
T
\
S
e
c
t
i
o
n

4
\
S
H
E
E
T
S
\
C
2
.
1
-
2
.
1
2

S
I
T
E

P
L
A
N
S
_
A
S
B
_
S
E
C
T
I
O
N

4
.
d
w
g
-
Th
u
r
s
d
a
y
,

M
a
r
c
h

7
,

2
0
2
4

8
:
4
5
:
5
5

A
M
-

SM
I
T
H
,

A
L
L
I
S
O
N
Sheet No.
Designer
Drawn By
Date
Job No.
Wi
t
h
e
r
s
R
a
v
e
n
e
l
11
5

M
a
c
K
e
n
a
n

D
r
i
v
e

| C
a
r
y
,

N
C

2
7
5
1
1

| t
:

9
1
9
.
4
6
9
.
3
3
4
0

| l
i
c
e
n
s
e

#
:

F
-
1
4
7
9

| w
w
w
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w
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s

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K
a
n
n
e
r
s

[ S
T
r
v
e
y
o
r
s
R
E
C
O
R
D

D
R
A
W
I
N
G
S
CA
R
O
L
I
N
A

S
P
R
I
N
G
S
P
H
A
S
E

1

S
E
C
T
I
O
N

4
HO
L
L
Y

S
P
R
I
N
G
S
,

N
O
R
T
H

C
A
R
O
L
I
N
A
02190372.20
02/27/2024
WR
WR
SI
T
E

P
L
A
N
C2.4
GRAPHIC SCALE
1 inch = 30 ft.
30 0 15 30 60
SEE SHEET C2.3 FOR CONTINUATION
SE
E

S
H
E
E
T

C
2
.
5

F
O
R

C
O
N
T
I
N
U
A
T
I
O
N
LEGEND:
EXISTING WETLAND
TREE PRESERVATION AREA
30' TYPE B LANDSCAPE SCREEN - B-40
30' TYPE B LANDSCAPE SCREEN - B-75
30' TYPE B LANDSCAPE SCREEN - B-225
ABBREVIATION LEGEND
DE DRAINAGE EASEMENT (PUBLIC)
GE GREENWAY EASEMENT (PUBLIC)
PDE PRIVATE DRAINAGE EASEMENT
PGE PRIVATE GREENWAY EASEMENT
PUE PUBLIC UTILITY EASEMENT
SCMMAE SCM MAINTENANCE AND ACCESS EASEMENT
SDT SIGHT DISTANCE TRIANGLE
STE STREET TREE EASEMENT
VWDE VARIABLE WIDTH DRAINAGE EASEMENT (PUBLIC)
LE LANDSCAPE EASEMENT
1
NOT PART OF
THIS PHASE
NOT PART OF
THIS PHASE
I certify that these as-builts are accurate and that each of the items listed on the Town’s “As-Built
Checklist” as contained in the Town of Holly Springs Engineering Design and Construction
Standards is provided on this set of as-built drawings (22 total sheets in this set). I certify that
all of the information provided is field-verified as-built information.
(Seal) ________________________________ ___________________
Signature Registered Land Surveyor Date
(Seal) ________________________________ ___________________
Signature by Professional Engineer Date
_____________________________________ ______________
Acceptance by Construction Inspector Date
N O R T H C A RO
L
I
N
A
C
U
R
TIS M . B L A Z I E R
PR O F E SSIO
N
A
L
E
NGI N E E R
SEAL
033840
N O R T H C A RO
L
I
N
A
B
E
N
J A
MIN E . D A Y T ON
PR O F E SSIO
N
A
L
L
A
N
D SU R V E YORSEAL
L-4390
RECORD DRAWING NOTES:
1.THIS RECORD DRAWING SET OF PLANS IS BASED ON FIELD SURVEY PREPARED BY
WITHERSRAVENEL. INFORMATION SHOWN HEREON IS COMPRISED OF EXISTING AND
PROPOSED CONDITIONS AS ORIGINALLY APPROVED BY THE TOWN OF HOLLY SPRINGS UNLESS
OTHERWISE NOTED.
2.THE SANITARY SEWER AND STORM SEWER ASSOCIATED WITH CAROLINA SPRINGS PHASE 1,
SECTION 4 HAVE BEEN PHYSICALLY SURVEYED AND THIS PLAN REPRESENTS, TO THE BEST OF
OUR KNOWLEDGE, THE HORIZONTAL AND VERTICAL LOCATIONS OF THESE UTILITIES.
3.THE WATERLINE INFORMATION SHOWN ON THESE PLANS IS FROM PERIODIC INSPECTIONS
CONDUCTED THROUGHOUT THE CONSTRUCTION PHASE OF THE PROJECT. WITHERSRAVENEL
MAKES NO GUARANTEE OF THE SURVEYED ACCURACY OF THE WATERLINE SHOWN.
4.WITHERSRAVENEL IS NOT HELD RESPONSIBLE FOR INACCURACIES IN PLANS DUE TO SKETCHES
OR OTHER INFORMATION RECEIVED FROM CONTRACTOR(S) THAT DO NOT ACCURATELY
REFLECT FINISHED CONSTRUCTION FIELD CONDITIONS.
5. IN STREETS AND UTILITIES LOCATED IN THE TRIASSIC BASIN AS SHOWN IN TOHS DETAIL HS356
(WHERE TRIASSIC SOILS ON COMPRESSIBLE MINIATURE TRIASSIC SEDIMENTARY ROCK-LIKE MATERIAL
EXISTS) THERE WILL BE CERTAIN SPECIAL CRITERIA REQUIRED FOR ROADWAY CONSTRUCTION.
THE FOLLOWING MINIMUMS WILL BE REQUIRED OF DEVELOPERS:
1.PRE-QUALIFIED GEO-TECHNICAL FIRM APPROVED BY THE TOWN MUST BE ON SITE FULL TIME
WHILE THE UTILITIES AND ROADWAYS ARE BEING CONSTRUCTED.
2.DOCUMENTATION OF MOISTURE CONTENT, COMPACTION, DENSITY, GEOGRID DESIGN CRITERIA,
ETC. MUST BE PROVIDED TO TOWN INSPECTOR.
3.ALL ROADWAYS WILL HAVE TO BE PROOF-ROLLED AT BOTH SUB GRADE AND STONE GRADE BY
TOWN INSPECTOR AS WELL.
4.THE STANDARD ROADWAY CROSS-SECTION WILL BE WOVEN GEO-FABRIC DESIGN CRITERIA HP 270
OR EQUAL ON ENTIRE ROAD (AND MUST BE APPROVED BY THE TOWN OF HOLLY SPRINGS), 7” ABC
STONE, WITH ASPHALT COMPLETED IN STAGED CONSTRUCTION OF 2.5” I-19 ASPHALT AND 1.5”
S9.5C IN STAGE ONE AND 1.5” S9.5C FINAL OVERLAY INITIAL ONE-YEAR WARRANTY WITH AN
ADDITIONAL YEAR EXTENSION STARTING AFTER FINAL OVERLAY SHALL BE REQUIRED FOR
ROADWAYS. FOR THE EXTENDED WARRANTY PERIOD, IT WILL BE REQUIRED TO POST A BOND, LOC,
OR CASH FOR 50% OF ACTUAL COST OF ROADWAY (STORM DRAINAGE, CURB & GUTTER,
SIDEWALK AND PAVEMENT).
5.WHERE MANHOLES ARE LOCATED IN STREETS IT WILL BE REQUIRED TO HAVE SUITABLE OFF-SITE
STRUCTURAL MATERIAL OR ABC STONE TO BACKFILL AROUND EXCAVATION OF MANHOLES UP TO
SUBGRADE.
6.AN ADDITIONAL FOOT OF STONE WILL BE REQUIRED 10' EITHER SIDE OF MANHOLE FOR ENTIRE
WIDTH OF ROADWAY.
ADDITIONAL MEASURES MAY BE DEEMED NECESSARY BY THE TOWN PENDING SEVERITY OF THE SOILS.
THE PAVEMENT THICKNESS OF ANY STREET SHALL, AT A MINIMUM, EQUAL THE DESIGN SHOWN IN THE
STANDARD DETAILS SECTION OF THESE STANDARDS FOR THE VARIOUS STREET WIDTHS.
APPROVED PAVEMENT DESIGN METHODS INCLUDE THOSE AS PROPOSED BY NCDOT, THE 1986 AASHTO
GUIDELINES AND THE 1981 ASPHALT INSTITUTE MS 1 DOCUMENT.
THE AASHTO METHOD WILL REQUIRE USE OF A TERMINAL SERVICEABILITY INDEX OF 2.0 FOR
COLLECTORS AND 2.5 FOR THOROUGHFARES, SO = 0.49 FOR FLEXIBLE PAVEMENT AND SO = 0.39 FOR
RIGID PAVEMENTS, AND A RELIABILITY OF 98% FOR THOROUGHFARES AND A RELIABILITY OF 95% FOR
COLLECTORS.
ALL STREETS MAINTAINED BY THE NCDOT MUST RECEIVE APPROVAL OF THE PAVEMENT DESIGN FROM
NCDOT PRIOR TO THE BEGINNING OF CONSTRUCTION. NORMAL CROWN FOR THE PAVEMENT SECTION
SHALL BE ¼”/FOOT, EXCEPT AS APPROVED FOR SUPERELEVATED CROSS-SECTIONS
DocuSign Envelope ID: 11D5A701-9CF9-4716-9385-62A36377DF26
3/7/2024
3/7/2024
128
145
123
146
181
182
183
177
178
179
180
173
174
175
176
184
188 187
189
272
204
273 274
190
375 373
379
361
193
262
278
194
263
279
195
264
280
196
281 282
251
259
267
275
191
252
260
268
276
269
198
254
270
202
255 256
378 377
358
363
271
249
258
203
197 192
186
185
144
142
141
140
139
138137136135134132133130129127126125124
119118
143
120 121 122
131
250 253
277
317318319320321322323324325
201 200 199
257
261
265 266
381 380
376 374 372 371 370 369 368 367 366 365 364 362
360
359
85'
85'
22'
85'
22'
22'
85
'
29'
22'
85'
29'
85'
29'
85
'
22'
22'
85'
22'
22'
85'
29'
29'
85'
29'
85'
29'
85
'
22'
22'
85'
22'
14'
8'
22'
86
'
22'
31'
31'
90'
3'
95
'
30'
89
'
26'
22'
87
'
22'
85
'
22'
22'
85
'
22'
11'11'
85
'
22'
22'
85
'
29'
29'
85
'
29'
85
'
29'
85
'
22'
22'
85
'
22'
22'
85
'
22'
22'
85
'
22'
22'
1
2
'
55
'
28'
19'
34'
28'
56
'
12
'
37'
85
'
22'
85
'
22'
22'
85
'
22'
22'
85
'
22'
22'
85
'
22'
22'
85
'
29'
29'
85
'
29'
85
'
29'
85
'
22'
22'
85
'
22'
22'
85
'
19'
85
'
26'
85
'
26'
85
'
85
'
19'
85
'
19'
85
'
19'
85
'
19'
85
'
26'
85
'
26'
85
'
85
'
19'
85
'
19'
85
'
19'
85
'
19'
85
'
26'
85
'
26'
85
'
85
'
19'
85
'
19'
85
'
19'
85
'
19'
85
'
11'14'
89
'
26'
89
'
89
'
19'
89
'
19'
89
'
19'
88
'
19'
87
'
26'
85'
85'
30'
9'
16
'
110'
27
'
36
'
110'
19
'
19
'
110'
19
'
19
'
110'
29
'
110'
29
'
110'
19
'
19
'
110'
2'
10
4
'
29'22'
10
4
'
22'
10
4
'
22'
10
4
'
29'
10
4
'
29'
10
4
'
10
4
'
22'
10
4
'
22'
10
4
'
29'
10
4
'
10
4
'
29'
10
4
'
29'
10
4
'
22'
22'
10
4
'
22'
22'
10
4
'
29'
29'
10
4
'
11'
10
4
'
75
'
10
4
'
3'
2
3
'
10
4
'
31'
16'
10
4
'
22'
19'
10
4
'
22'
22'
22'
22'
22'
86
'
26'
86
'
26'
86
'
19'
19'
86
'
19'
19'
86
'
19'
19'
86
'
19'
19'
86
'
26'
26'
86
'
86
'
26'
86
'
26'
86
'
19'
19'
86
'
19'
19'
86
'
19'
19'
86
'
19'
19'
6'33'
16'
2
8
'
62
'
28'
15'
85
'
33'5'
62
'
19'
85
'
19'
19'
85
'
19'
85
'
26'
26'
26'
85
'
26'
85
'
19'
19'
85
'
19'
19'
85
'
19'
19'
85
'
26'
26'
85
'
85
'
26'
85
'
26'19'
85
'
19'
19'
85
'
19'
2
8
'
62
'
5'33'
15'
29'
11
0
'
29'
11
0
'
19'
19'
11
0
'
19'
19'
11
0
'
19'
19'
11
0
'
29'
29'
11
0
'
29'
11
0
'
29'
11
0
'
19'
19'
11
0
'
19'
19'
11
0
'
19'
19'
11
0
'
29'
29'
11
0
'
85
'
19'26'
85
'
26'
85
'
26'
85
'
26'
85
'
19'
19'
85
'
19'
19'25'
85
'
25'
85
'
26'
85
'
26'
85
'
19'
19'
85
'
19'
19'
28'
15'
33'5'
62
'
29'
11
0
'
29'
11
0
'
19'
11
0
'
19'
19'
11
0
'
19'
19'
11
0
'
19'
29'
11
0
'
29'
11
0
'
29'
11
0
'
29'
11
0
'
19'
19'
11
0
'
19'
19'
19'
206 205
26'19'19'19'19'26'
26'
19'
19'
19'
19'
16'
11'
26'
19'
19'
19'
19'
24'
26'19'19'19'19'26'26'19'19'19'19'26'
108'
19
'
29
'
19
'
29
'
99
'
22'29'
22'29'
19'26'
22'
29'
75
'
10
0
'
12'
17+00
18+00
19+00
20+00
21+00
22+00
PC
:

2
1
+
7
6
.
0
8
17+00
18+00
19+00 20+00
21+00
22+00
23+00
24+00
25+00
10
+
0
0
11
+
0
0
12
+
0
0
13
+
0
0
PI: 10+84.33
PI: 11+81.89
CA-RL CA-RL CA-RL CA-RL
CA-RL CA-RL
CA-RL
CA-RL
CA-RL CA-RL CA-RL
CA-RL
CA-RL
FA-RL
FA-RL
FA-RL
FA-RL
FA-RL
FA-RL
FA-RL
STR-FL
10
+
0
0
11
+
0
0
12
+
0
0
12
+
6
7
.
5
0
17+00
18+00
19+00
20+00
21+00
22+00
23+00
24+00
25+00
12+00
13+00
14+00
15+00
16+00
17+
0
0
PC
:

1
5
+
8
1
.
9
1
PT
:

1
7
+
2
7
.
4
4
12
+
0
0
13
+
0
0
14
+
0
0
14
+
5
8
.
8
8
10+00
11+00
12+00
12+00
13+00
14+0014+26.73
12
+
0
0
13
+
0
0
14
+
0
0
14
+
5
8
.
8
8
C1
L2
L2
7
L2
9
L31
C17
L44
L45
L4
6
PROPOSED
STREET LIGHT
(TYP)
VWDE
STR-FL STR-FL
STR-FL STR-FL
SEE SHEET C2.13 FOR DETAILED
INFORMATION ON POCKET PARK 2
FR-RL
FR-RL FR-RL
SECTION 4
SECTION 2
WETLANDS (TYP)
PROPOSED
5' BIKE LANE (TYP.)
2.5' VALLEY CURB (TYP)
ON-STREET
PARKING (TYP)
ST
D

2
.
5
'

C
U
R
B

&

G
U
T
T
E
R
2.5' VALLEY
CURB (TYP)
2.5' VALLEY
CURB (TYP)
30" VALLEY
CURB
VALLEY CURB
82'
R/W
55'
B-B
55'
R/W
55'
R/W
55'
R/W
21'
B-B
21'
B-B 16'
EOP
16'
EOP
51'
R/W
27'
B-B
31'
B-B
31'
B-B
31'
B-B
BOC (TYP)
R=20'
EOP (TYP)
R=22.5'
R/W (TYP)
R=25'
BOC (TYP)
R=25'
PROPOSED PRIVATE
5' SIDEWALK (TYP)
18.5'
(TYP.)
8'
(TYP.)
18.5'
(TYP.)
8'
(TYP.)
24'
EOP
29'
B-B 37'
ESMT
16' EOP
16'
EOP
24'
EOP 29'
B-B 45'
ESMT
30" STD CURB
& GUTTER
30" STD CURB
& GUTTER
30" VALLEY
CURB
5' CONCRETE
SIDEWALK
5' CONCRETE
SIDEWALK
16'
EOP
16'
EOP
BOC
R=5.5'
21'
B-B
16'
EOP
BOC (TYP)
R=25'
BOC (TYP)
R=20'
BOC (TYP)
R=25'
VWDE
30' PERIMETER
LANDSCAPE SCREEN
18.5'
(TYP.)8'
(TYP.)
BOC (TYP)
R=25'
R/W (TYP)
R=25'
BOC (TYP)
R=25'
PR
O
P
O
S
E
D

H
I
G
H
VISI
B
I
L
I
T
Y

C
R
O
S
S
W
A
L
K
(TY
P
.
)
PROPOSED
5' SIDEWALK
(TYP)
PROPOSED
5' SIDEWALK (TYP)
PR
O
P
O
S
E
D
5'
B
I
K
E

L
A
N
E

(
T
Y
P
.
)
15' SIDEWALK
EASEMENT
37'
ESMT
15' SIDEWALK
EASEMENT
STD 2.5' VALLEY CURB
PROPOSED
5' SIDEWALK (TYP)
PROPOSED
5' SIDEWALK (TYP)
5
8
6
7
5
ONE-WAY
MUTCD R6-2R
LE (TYP)
LE (TYP)
21'
B-B
16'
EOP
RE
D

B
R
U
S
H

W
A
Y
(5
1
'

P
U
B
L
I
C

R
O
W
)
8
BL
U
E

C
L
A
Y

L
A
N
E
(V
A
R
I
A
B
L
E

W
I
D
T
H

A
C
C
E
S
S

E
A
S
E
M
E
N
T
)
DEER CROFT DRIVE
(55' PUBLIC ROW)
(37' ACCESS EASEMENT)
DEER CROFT DRIVE
(55' PUBLIC ROW)
ALLEY 11
(25' ACCESS EASEMENT)
CAROLINA SPRINGS BOULEVARD
(82' PUBLIC ROW)
AL
L
E
Y

2
(2
5
'

A
C
C
E
S
S

E
A
S
E
M
E
N
T
)
DEER CROFT DRIVE
(55' PUBLIC ROW)
ALLEY 1
(25' ACCESS EASEMENT)
CA
R
O
L
I
N
A

S
P
R
I
N
G
S

B
O
U
L
E
V
A
R
D
(82
'

P
U
B
L
I
C

R
O
W
)
ALLEY 3
(25' ACCESS EASEMENT)
8
6
6
6
3
5
5
7
5
BOC (TYP)
R=20'
BOC (TYP)
R=20'
RETAINING WALL #9
CAROLINA SPRINGS BOULEVARD
(82' PUBLIC ROW)
ON-STREET
PARKING (TYP)
Revisions
K:
\
1
9
\
1
9
-
0
3
7
0
\
1
9
0
3
7
2
.
2
0
-
C
a
r
o
l
i
n
a

S
p
r
i
n
g
s

P
h
a
s
e
s

1
-
5
\
C
A
D
\
A
S
-
B
U
I
L
T
\
S
e
c
t
i
o
n

4
\
S
H
E
E
T
S
\
C
2
.
1
-
2
.
1
2

S
I
T
E

P
L
A
N
S
_
A
S
B
_
S
E
C
T
I
O
N

4
.
d
w
g
-
Th
u
r
s
d
a
y
,

M
a
r
c
h

7
,

2
0
2
4

8
:
4
6
:
1
6

A
M
-

SM
I
T
H
,

A
L
L
I
S
O
N
Sheet No.
Designer
Drawn By
Date
Job No.
Wi
t
h
e
r
s
R
a
v
e
n
e
l
11
5

M
a
c
K
e
n
a
n

D
r
i
v
e

| C
a
r
y
,

N
C

2
7
5
1
1

| t
:

9
1
9
.
4
6
9
.
3
3
4
0

| l
i
c
e
n
s
e

#
:

F
-
1
4
7
9

| w
w
w
.
w
i
t
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r
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.
c
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m
$n
g
i
n
e
e
r
s

[ /
K
a
n
n
e
r
s

[ S
T
r
v
e
y
o
r
s
R
E
C
O
R
D

D
R
A
W
I
N
G
S
CA
R
O
L
I
N
A

S
P
R
I
N
G
S
P
H
A
S
E

1

S
E
C
T
I
O
N

4
HO
L
L
Y

S
P
R
I
N
G
S
,

N
O
R
T
H

C
A
R
O
L
I
N
A
02190372.20
02/27/2024
WR
WR
SI
T
E

P
L
A
N
C2.5
GRAPHIC SCALE
1 inch = 30 ft.
30 0 15 30 60
SEE SHEET C2.6 FOR CONTINUATION
SE
E

S
H
E
E
T

C
2
.
4

F
O
R

C
O
N
T
I
N
U
A
T
I
O
N
SE
E

S
H
E
E
T

C
2
.
8

F
O
R

C
O
N
T
I
N
U
A
T
I
O
N
SEE SHEET C2.7 FOR CONTINUATION
LEGEND:
EXISTING WETLAND
TREE PRESERVATION AREA
30' TYPE B LANDSCAPE SCREEN - B-40
30' TYPE B LANDSCAPE SCREEN - B-75
30' TYPE B LANDSCAPE SCREEN - B-225
ABBREVIATION LEGEND
DE DRAINAGE EASEMENT (PUBLIC)
GE GREENWAY EASEMENT (PUBLIC)
PDE PRIVATE DRAINAGE EASEMENT
PGE PRIVATE GREENWAY EASEMENT
PUE PUBLIC UTILITY EASEMENT
SCMMAE SCM MAINTENANCE AND ACCESS EASEMENT
SDT SIGHT DISTANCE TRIANGLE
STE STREET TREE EASEMENT
VWDE VARIABLE WIDTH DRAINAGE EASEMENT (PUBLIC)
LE LANDSCAPE EASEMENT
NOTE:
SEE SHEET C2.11 FOR PROPOSED
CENTERLINE LINE AND CURVE TABLES
NOT PART OF
THIS PHASE
NOT PART OF
THIS PHASE
RECORD DRAWING NOTES:
1.THIS RECORD DRAWING SET OF PLANS IS BASED ON FIELD SURVEY PREPARED BY
WITHERSRAVENEL. INFORMATION SHOWN HEREON IS COMPRISED OF EXISTING AND
PROPOSED CONDITIONS AS ORIGINALLY APPROVED BY THE TOWN OF HOLLY SPRINGS UNLESS
OTHERWISE NOTED.
2.THE SANITARY SEWER AND STORM SEWER ASSOCIATED WITH CAROLINA SPRINGS PHASE 1,
SECTION 4 HAVE BEEN PHYSICALLY SURVEYED AND THIS PLAN REPRESENTS, TO THE BEST OF
OUR KNOWLEDGE, THE HORIZONTAL AND VERTICAL LOCATIONS OF THESE UTILITIES.
3.THE WATERLINE INFORMATION SHOWN ON THESE PLANS IS FROM PERIODIC INSPECTIONS
CONDUCTED THROUGHOUT THE CONSTRUCTION PHASE OF THE PROJECT. WITHERSRAVENEL
MAKES NO GUARANTEE OF THE SURVEYED ACCURACY OF THE WATERLINE SHOWN.
4.WITHERSRAVENEL IS NOT HELD RESPONSIBLE FOR INACCURACIES IN PLANS DUE TO SKETCHES
OR OTHER INFORMATION RECEIVED FROM CONTRACTOR(S) THAT DO NOT ACCURATELY
REFLECT FINISHED CONSTRUCTION FIELD CONDITIONS.
5. IN STREETS AND UTILITIES LOCATED IN THE TRIASSIC BASIN AS SHOWN IN TOHS DETAIL HS356
(WHERE TRIASSIC SOILS ON COMPRESSIBLE MINIATURE TRIASSIC SEDIMENTARY ROCK-LIKE MATERIAL
EXISTS) THERE WILL BE CERTAIN SPECIAL CRITERIA REQUIRED FOR ROADWAY CONSTRUCTION.
THE FOLLOWING MINIMUMS WILL BE REQUIRED OF DEVELOPERS:
1.PRE-QUALIFIED GEO-TECHNICAL FIRM APPROVED BY THE TOWN MUST BE ON SITE FULL TIME
WHILE THE UTILITIES AND ROADWAYS ARE BEING CONSTRUCTED.
2.DOCUMENTATION OF MOISTURE CONTENT, COMPACTION, DENSITY, GEOGRID DESIGN CRITERIA,
ETC. MUST BE PROVIDED TO TOWN INSPECTOR.
3.ALL ROADWAYS WILL HAVE TO BE PROOF-ROLLED AT BOTH SUB GRADE AND STONE GRADE BY
TOWN INSPECTOR AS WELL.
4.THE STANDARD ROADWAY CROSS-SECTION WILL BE WOVEN GEO-FABRIC DESIGN CRITERIA HP 270
OR EQUAL ON ENTIRE ROAD (AND MUST BE APPROVED BY THE TOWN OF HOLLY SPRINGS), 7” ABC
STONE, WITH ASPHALT COMPLETED IN STAGED CONSTRUCTION OF 2.5” I-19 ASPHALT AND 1.5”
S9.5C IN STAGE ONE AND 1.5” S9.5C FINAL OVERLAY INITIAL ONE-YEAR WARRANTY WITH AN
ADDITIONAL YEAR EXTENSION STARTING AFTER FINAL OVERLAY SHALL BE REQUIRED FOR
ROADWAYS. FOR THE EXTENDED WARRANTY PERIOD, IT WILL BE REQUIRED TO POST A BOND, LOC,
OR CASH FOR 50% OF ACTUAL COST OF ROADWAY (STORM DRAINAGE, CURB & GUTTER,
SIDEWALK AND PAVEMENT).
5.WHERE MANHOLES ARE LOCATED IN STREETS IT WILL BE REQUIRED TO HAVE SUITABLE OFF-SITE
STRUCTURAL MATERIAL OR ABC STONE TO BACKFILL AROUND EXCAVATION OF MANHOLES UP TO
SUBGRADE.
6.AN ADDITIONAL FOOT OF STONE WILL BE REQUIRED 10' EITHER SIDE OF MANHOLE FOR ENTIRE
WIDTH OF ROADWAY.
ADDITIONAL MEASURES MAY BE DEEMED NECESSARY BY THE TOWN PENDING SEVERITY OF THE SOILS.
THE PAVEMENT THICKNESS OF ANY STREET SHALL, AT A MINIMUM, EQUAL THE DESIGN SHOWN IN THE
STANDARD DETAILS SECTION OF THESE STANDARDS FOR THE VARIOUS STREET WIDTHS.
APPROVED PAVEMENT DESIGN METHODS INCLUDE THOSE AS PROPOSED BY NCDOT, THE 1986 AASHTO
GUIDELINES AND THE 1981 ASPHALT INSTITUTE MS 1 DOCUMENT.
THE AASHTO METHOD WILL REQUIRE USE OF A TERMINAL SERVICEABILITY INDEX OF 2.0 FOR
COLLECTORS AND 2.5 FOR THOROUGHFARES, SO = 0.49 FOR FLEXIBLE PAVEMENT AND SO = 0.39 FOR
RIGID PAVEMENTS, AND A RELIABILITY OF 98% FOR THOROUGHFARES AND A RELIABILITY OF 95% FOR
COLLECTORS.
ALL STREETS MAINTAINED BY THE NCDOT MUST RECEIVE APPROVAL OF THE PAVEMENT DESIGN FROM
NCDOT PRIOR TO THE BEGINNING OF CONSTRUCTION. NORMAL CROWN FOR THE PAVEMENT SECTION
SHALL BE ¼”/FOOT, EXCEPT AS APPROVED FOR SUPERELEVATED CROSS-SECTIONS
I certify that these as-builts are accurate and that each of the items listed on the Town’s “As-Built
Checklist” as contained in the Town of Holly Springs Engineering Design and Construction
Standards is provided on this set of as-built drawings (22 total sheets in this set). I certify that
all of the information provided is field-verified as-built information.
(Seal) ________________________________ ___________________
Signature Registered Land Surveyor Date
(Seal) ________________________________ ___________________
Signature by Professional Engineer Date
_____________________________________ ______________
Acceptance by Construction Inspector Date
N O R T H C A RO
L
I
N
A
C
U
R
TIS M . B L A Z I E R
PR O F E SSIO
N
A
L
E
NG I N E E R
SEAL
033840
N O R T H C A RO
L
I
N
A
B
E
N
J
A
MIN E . D A Y T ON
PR O F E S SIO
N
A
L
L
A
N
D
SU R V E YO
R
SEAL
L-4390
DocuSign Envelope ID: 11D5A701-9CF9-4716-9385-62A36377DF26
3/7/2024
3/7/2024
346347348
341342
350
343
351
344345
357
361
358
363
356
326 327 328 329 330 331 332 333 334
335 336 337 338 339
312313314315316317318319320321322323324325
366 365 364 362
360
359
353 352 349
340
310
309
306
305
304
302
301
300
303
307
308
311
19
'
110'
19
'
19
'
110'
19
'
29
'
110'
29
'
110'
29
'
110'
29
'
19
'
110'
19
'
19
'
110'
19
'
110'
29
'
29
'
29
'
110'
29
'
110'
19
'
19
'
110'
19
'
19
'
110'
19
'
19
'
110'
29
'
29
'
110'
23
'
11
0
'
57'
48
'
16'
11
0
'
19'
16'
11
0
'
19'
19'19'
11
0
'
19'
19'
11
0
'
29'
29'
11
0
'
29'
11
0
'
19'
11
0
'
19'
19'
11
0
'
19'
19'
11
0
'
19'
29'
11
0
'
29'
29'
11
0
'
29'
11
0
'
11
0
'
11
0
'
11
0
'
29'
11
0
'
29'
85'
30'
9'
16
'
110'
27
'
36
'
110'
19
'
19
'
110'
19
'
19
'
110'
29
'
110'
29
'
110'
19
'
19
'
110'
19
'
19
'
110'
85'
3
9
'
14
'
39
'
2'
17'15'
10
4
'
29'22'
29'
10
4
'
22'
22'
10
4
'
22'
22'
10
4
'
29'
22'
10
4
'
29'
10
4
'
29'
10
4
'
22'
22'
10
4
'
22'
22'
10
4
'
29'
29'
10
4
'
12'
10
4
'
75
'
10
4
'
2'
2
4
'
10
4
'
27'
15'
10
4
'
22'
15'
10
4
'
22'
22'
22'
22'
22'
29'
29'
22'
22'
10
4
'
22'22'
22'
10
4
'
22'
19'
10
4
'
30'
11'
10
4
'
1'
10
4
'
29'
10
4
'
29'
10
4
'
22'
22'
10
4
'
22'
22'
10
4
'
29'
29'
10
4
'
11'
10
4
'
75
'
10
4
'
3'
2
3
'
10
4
'
31'
16'
10
4
'
22'
19'
10
4
'
22'
22'
22'
22'
22'
19'19'26'26'19'19'19'19'6'33'33'5'
19'19'26'26'19'19'19'26'
11
0
'
19'
19'
11
0
'
19'
19'
11
0
'
29'
29'
11
0
'
355 354
19'19'19'19'
11
0
'
19'19'19'19'
108'
19
'
29
'
19
'
29
'
99
'
22'29'
22'29'
19'
76
'
22
'
20'
19'29'
10
0
'
22'29'
22'29'
10
1
'
1'
14'
28'
75
'
24'
75
'
10
0
'
12'
41
+
0
0
42
+
0
0
43
+
0
0
44
+
0
0
45
+
0
0
PI: 44+92.15
27+34.34
21+00
22+00
23+00
24+00
25+00
26+00
27+00
14
+
1
8
11
+
0
0
12
+
0
0
13
+
0
0
14
+
0
0
PI: 11+81.89
16+36.55
10+00
11+00
12+00
13+00
14+00
15+00
16+00
PI
:

1
0
+
3
8
.
9
4
FR-RL
STR-FL
STR-FL
10+00
11+00
12+00
13+00
14+00 14+57.23
L1
5
L2
7
L28
L44
PROPOSED STREET
LIGHT (TYP)
22.5' OFFSET
20' SCMMAE
STR-FL
STR-FL STR-FL STR-FL
FR-RL FR-RL
FR-RL FR-RL FR-RL
STR-FL
STR-FL
STR-FL
22.5' OFFSET22.5' OFFSET22.5' OFFSET
PHASE 4PHASE 4PHASE 4PHASE 4
BOC
R=37.5'
R/W
R=50'
2.5' VALLEY CURB (TYP)
STD 2.5' CURB & GUTTER
BOC (TYP)
R=25'
R/W (TYP)
R=25'
2.5' VALLEY CURB (TYP)
2.5' VALLEY CURB (TYP)
55'
R/W
55'
R/W
55'
R/W
55' R/W
31' B-B
55'
R/W
25'
B-B 25'
B-B
51'
R/W
27'
B-B
31'
B-B
31'
B-B
R/W (TYP)
R=25'
BOC (TYP)
R=25'
END OF ROAD BARRICADE
FEMA EFFECTIVE 100
YEAR FLOODPLAIN
WETLANDS (TYP)
PROPOSED
CROSSWALK (TYP.)
SCMMAE
30' TYPE B
LANDSCAPE SCREEN
R/W (TYP)
R=25'
R/W (TYP)
R=25'
BOC (TYP)
R=25'
BOC (TYP)
R/W (TYP)
R=25'
BOC (TYP)
R=25'
20' PUE
STD 2.5' VALLEY CURB
5
5
140'
LE (TYP)
LE (TYP)
39' TO PL
REMAINDER OF ROAD STUB WILL BE
ACCOUNTED FOR IN THE FORM OF A
FEE-IN-LIEU AND CONSTRUCTION OF THE
REMAINDER WILL BE COMPLETED WITH THE
ADJACENT DEVELOPMENT PHASE
RETAINING WALL #1
WITH SAFETY RAILINGS
RETAINING WALL #2
WITH SAFETY RAILINGS
LE (TYP)
DE
RE
D

B
R
U
S
H

W
A
Y
(5
1
'

P
U
B
L
I
C

R
O
W
)
CA
R
O
V
A

B
E
N
D
(5
5
'

P
U
B
L
I
C

R
O
W
)
DEER CROFT DRIVE
(55' PUBLIC ROW)
CA
R
O
V
A

B
E
N
D
(5
5
'

P
U
B
L
I
C

R
O
W
)
LIGHT OAK WAY
(55' PUBLIC ROW)
ALLEY 11
(25' ACCESS EASEMENT)
DEER CROFT DRIVE
(55' PUBLIC ROW)
7
5
3
4
RETAINING WALL #9
SCM #9
PROPOSED LIGHT
POLE (TYP)
FEMA
EFFECTIVE
FUTURE
10' RETAINING
WALL EASEMENT
ON-STREET
PARKING (TYP)
30' HOLLY SPRINGS
CAFE FEAR BUFFER
TOP OF BANK (TYP.)
20' PDE
10' RETAINING
WALL EASEMENT
20' DE
20' DE
FLOODWAY
FEMA EFFECTIVE 100
YEAR FLOODPLAIN
FEMA EFFECTIVE 100
YR
FUTURE 100 YR PER
APPROVED CLOMR
20' PDE
20' PDE
Revisions
K:
\
1
9
\
1
9
-
0
3
7
0
\
1
9
0
3
7
2
.
2
0
-
C
a
r
o
l
i
n
a

S
p
r
i
n
g
s

P
h
a
s
e
s

1
-
5
\
C
A
D
\
A
S
-
B
U
I
L
T
\
S
e
c
t
i
o
n

4
\
S
H
E
E
T
S
\
C
2
.
1
-
2
.
1
2

S
I
T
E

P
L
A
N
S
_
A
S
B
_
S
E
C
T
I
O
N

4
.
d
w
g
-
Th
u
r
s
d
a
y
,

M
a
r
c
h

7
,

2
0
2
4

8
:
4
6
:
3
3

A
M
-

SM
I
T
H
,

A
L
L
I
S
O
N
Sheet No.
Designer
Drawn By
Date
Job No.
Wi
t
h
e
r
s
R
a
v
e
n
e
l
11
5

M
a
c
K
e
n
a
n

D
r
i
v
e

| C
a
r
y
,

N
C

2
7
5
1
1

| t
:

9
1
9
.
4
6
9
.
3
3
4
0

| l
i
c
e
n
s
e

#
:

F
-
1
4
7
9

| w
w
w
.
w
i
t
h
e
r
s
r
a
v
e
n
e
l
.
c
o
m
$n
g
i
n
e
e
r
s

[ /
K
a
n
n
e
r
s

[ S
T
r
v
e
y
o
r
s
R
E
C
O
R
D

D
R
A
W
I
N
G
S
CA
R
O
L
I
N
A

S
P
R
I
N
G
S
P
H
A
S
E

1

S
E
C
T
I
O
N

4
HO
L
L
Y

S
P
R
I
N
G
S
,

N
O
R
T
H

C
A
R
O
L
I
N
A
02190372.20
02/27/2024
WR
WR
SI
T
E

P
L
A
N
C2.7
GRAPHIC SCALE
1 inch = 30 ft.
30 0 15 30 60
SEE SHEET C2.5 FOR CONTINUATION
SEE SHEET C2.8 FOR CONTINUATION
ABBREVIATION LEGEND
DE DRAINAGE EASEMENT (PUBLIC)
GE GREENWAY EASEMENT (PUBLIC)
PDE PRIVATE DRAINAGE EASEMENT
PGE PRIVATE GREENWAY EASEMENT
PUE PUBLIC UTILITY EASEMENT
SCMMAE SCM MAINTENANCE AND ACCESS EASEMENT
SDT SIGHT DISTANCE TRIANGLE
STE STREET TREE EASEMENT
VWDE VARIABLE WIDTH DRAINAGE EASEMENT (PUBLIC)
LE LANDSCAPE EASEMENT
NOTE:
SEE SHEET C2.11 FOR PROPOSED
CENTERLINE LINE AND CURVE TABLES
RECORD DRAWING NOTES:
1.THIS RECORD DRAWING SET OF PLANS IS BASED ON FIELD SURVEY PREPARED BY
WITHERSRAVENEL. INFORMATION SHOWN HEREON IS COMPRISED OF EXISTING AND
PROPOSED CONDITIONS AS ORIGINALLY APPROVED BY THE TOWN OF HOLLY SPRINGS UNLESS
OTHERWISE NOTED.
2.THE SANITARY SEWER AND STORM SEWER ASSOCIATED WITH CAROLINA SPRINGS PHASE 1,
SECTION 4 HAVE BEEN PHYSICALLY SURVEYED AND THIS PLAN REPRESENTS, TO THE BEST OF
OUR KNOWLEDGE, THE HORIZONTAL AND VERTICAL LOCATIONS OF THESE UTILITIES.
3.THE WATERLINE INFORMATION SHOWN ON THESE PLANS IS FROM PERIODIC INSPECTIONS
CONDUCTED THROUGHOUT THE CONSTRUCTION PHASE OF THE PROJECT. WITHERSRAVENEL
MAKES NO GUARANTEE OF THE SURVEYED ACCURACY OF THE WATERLINE SHOWN.
4.WITHERSRAVENEL IS NOT HELD RESPONSIBLE FOR INACCURACIES IN PLANS DUE TO SKETCHES
OR OTHER INFORMATION RECEIVED FROM CONTRACTOR(S) THAT DO NOT ACCURATELY
REFLECT FINISHED CONSTRUCTION FIELD CONDITIONS.
5. IN STREETS AND UTILITIES LOCATED IN THE TRIASSIC BASIN AS SHOWN IN TOHS DETAIL HS356
(WHERE TRIASSIC SOILS ON COMPRESSIBLE MINIATURE TRIASSIC SEDIMENTARY ROCK-LIKE MATERIAL
EXISTS) THERE WILL BE CERTAIN SPECIAL CRITERIA REQUIRED FOR ROADWAY CONSTRUCTION.
THE FOLLOWING MINIMUMS WILL BE REQUIRED OF DEVELOPERS:
1.PRE-QUALIFIED GEO-TECHNICAL FIRM APPROVED BY THE TOWN MUST BE ON SITE FULL TIME
WHILE THE UTILITIES AND ROADWAYS ARE BEING CONSTRUCTED.
2.DOCUMENTATION OF MOISTURE CONTENT, COMPACTION, DENSITY, GEOGRID DESIGN CRITERIA,
ETC. MUST BE PROVIDED TO TOWN INSPECTOR.
3.ALL ROADWAYS WILL HAVE TO BE PROOF-ROLLED AT BOTH SUB GRADE AND STONE GRADE BY
TOWN INSPECTOR AS WELL.
4.THE STANDARD ROADWAY CROSS-SECTION WILL BE WOVEN GEO-FABRIC DESIGN CRITERIA HP 270
OR EQUAL ON ENTIRE ROAD (AND MUST BE APPROVED BY THE TOWN OF HOLLY SPRINGS), 7” ABC
STONE, WITH ASPHALT COMPLETED IN STAGED CONSTRUCTION OF 2.5” I-19 ASPHALT AND 1.5”
S9.5C IN STAGE ONE AND 1.5” S9.5C FINAL OVERLAY INITIAL ONE-YEAR WARRANTY WITH AN
ADDITIONAL YEAR EXTENSION STARTING AFTER FINAL OVERLAY SHALL BE REQUIRED FOR
ROADWAYS. FOR THE EXTENDED WARRANTY PERIOD, IT WILL BE REQUIRED TO POST A BOND, LOC,
OR CASH FOR 50% OF ACTUAL COST OF ROADWAY (STORM DRAINAGE, CURB & GUTTER,
SIDEWALK AND PAVEMENT).
5.WHERE MANHOLES ARE LOCATED IN STREETS IT WILL BE REQUIRED TO HAVE SUITABLE OFF-SITE
STRUCTURAL MATERIAL OR ABC STONE TO BACKFILL AROUND EXCAVATION OF MANHOLES UP TO
SUBGRADE.
6.AN ADDITIONAL FOOT OF STONE WILL BE REQUIRED 10' EITHER SIDE OF MANHOLE FOR ENTIRE
WIDTH OF ROADWAY.
ADDITIONAL MEASURES MAY BE DEEMED NECESSARY BY THE TOWN PENDING SEVERITY OF THE SOILS.
THE PAVEMENT THICKNESS OF ANY STREET SHALL, AT A MINIMUM, EQUAL THE DESIGN SHOWN IN THE
STANDARD DETAILS SECTION OF THESE STANDARDS FOR THE VARIOUS STREET WIDTHS.
APPROVED PAVEMENT DESIGN METHODS INCLUDE THOSE AS PROPOSED BY NCDOT, THE 1986 AASHTO
GUIDELINES AND THE 1981 ASPHALT INSTITUTE MS 1 DOCUMENT.
THE AASHTO METHOD WILL REQUIRE USE OF A TERMINAL SERVICEABILITY INDEX OF 2.0 FOR
COLLECTORS AND 2.5 FOR THOROUGHFARES, SO = 0.49 FOR FLEXIBLE PAVEMENT AND SO = 0.39 FOR
RIGID PAVEMENTS, AND A RELIABILITY OF 98% FOR THOROUGHFARES AND A RELIABILITY OF 95% FOR
COLLECTORS.
ALL STREETS MAINTAINED BY THE NCDOT MUST RECEIVE APPROVAL OF THE PAVEMENT DESIGN FROM
NCDOT PRIOR TO THE BEGINNING OF CONSTRUCTION. NORMAL CROWN FOR THE PAVEMENT SECTION
SHALL BE ¼”/FOOT, EXCEPT AS APPROVED FOR SUPERELEVATED CROSS-SECTIONS
I certify that these as-builts are accurate and that each of the items listed on the Town’s “As-Built
Checklist” as contained in the Town of Holly Springs Engineering Design and Construction
Standards is provided on this set of as-built drawings (22 total sheets in this set). I certify that
all of the information provided is field-verified as-built information.
(Seal) ________________________________ ___________________
Signature Registered Land Surveyor Date
(Seal) ________________________________ ___________________
Signature by Professional Engineer Date
_____________________________________ ______________
Acceptance by Construction Inspector Date
N O R T H C A RO
L
I
N
A
C
U
R
TIS M . B L A Z I E R
PR O F E S SIO
N
A
L
E
NG I N E E R
SEAL
033840
N O R T H C A RO
L
I
N
A
B
E
N
J
A
MIN E . D A Y T ON
PR O F E SSIO
N
A
L
L
A
N
D SU R V E Y ORSEAL
L-4390
DocuSign Envelope ID: 11D5A701-9CF9-4716-9385-62A36377DF26
3/7/2024
3/7/2024
169
171
145
146
147
181
182
183
177
178
179
180
172
173
174
175
176
184
272
288
273 274
166
278 279 280 281 282
275 276
284 285 286 287
271
185
149
148
144
143
283
277
312313314315316317318319320321322323324325
170
168
167
309
306
305
304
302
301
300
299
297
296
295
294
293
292
291
290
289
298
303
307
308
11
0
'
16
'
18'
110
'
19'
110
'
19
'
11
0
'
19'
19
'
110
'
19'
19
'
110
'
19'
85'
30'
2'
56'
24'
15'
85'
22'
18'
85'
22'
22'
85'
22'
22'
85
'
29'
22'
85'
29'
85'
29'
85
'
22'
22'
85'
22'
22'
85'
29'
29'
85'
29'
85'
29'
85
'
22'
22'
85'
22'
14'
8'
22'
86
'
22'
31'
31'
90'
87
'
85'
26'
85'
85
'
19'85
'
29
'
111'
29
'
117'
19
'
110'
19
'
19
'
110'
19
'
19
'
112'
19
'
10
'
117'
29
'
19
'
29
'
110'
29
'
110'
19
'
110'
19
'
19
'
110'
19
'
29
'
110'
29
'
29
'
110'
29
'
110'
19
'
110'
19
'
19
'
110'
19
'
19
'
110'
19
'
29
'
110'
29
'
110'
29
'
110'
29
'
19
'
110'
19
'
19
'
110'
19
'
110'
29
'
29
'
29
'
110'
29
'
110'
19
'
19
'
110'
19
'
19
'
2'
10
4
'
29'22'
10
4
'
22'
10
4
'
22'
10
4
'
29'
10
4
'
29'
10
4
'
10
4
'
22'
10
4
'
22'
10
4
'
29'
10
4
'
12'
10
4
'
75
'
10
4
'
2'
10
4
'
27'
10
4
'
22'
10
4
'
22'
22'
29'
29'
22'
22'
10
4
'
22'22'
22'
10
4
'
22'
19'
10
4
'
30'
11'
10
4
'
1'
10
4
'
29'
10
4
'
29'
10
4
'
22'
22'
10
4
'
22'
22'
10
4
'
29'
29'
10
4
'
11'
10
4
'
75
'
10
4
'
3'
2
3
'
10
4
'
31'
16'
10
4
'
22'
19'
10
4
'
22'
22'
22'
22'
22'
13'23'
86
'
10'
4
0
'
56
'
19'
19'
86
'
19'
19'
86
'
19'
19'
86
'
19'
19'
86
'
26'
26'
86
'
26'
86
'
26'
86
'
19'
19'
86
'
19'
19'
86
'
19'
19'
86
'
19'
19'
86
'
26'
26'
86
'
86
'
26'
86
'
26'
86
'
19'
19'
86
'
19'
19'
86
'
19'
19'
86
'
19'
19'
6'33'
16'
2
8
'
62
'
5'
62
'
19'
16'
11'
26'
19'
19'
19'
19'
24'
24'
19'
29
'
99
'
22'29'
22'29'
10
0
'
22'29'
10
1
'
1'
14'
28'
75
'
80'
1
2
'
22'
29'
19
'
29'
19'
29'
75
'
10
0
'
12'
37+
0
0
38+
0
0
39
+
0
0
40
+
0
0
41
+
0
0
42
+
0
0
43
+
0
0
PC
:

3
8
+
0
3
.
9
8
PT: 39+03.43
27+34.34
23+00
24+00
25+00
26+00
27+00
10
+
0
0
11
+
0
0
12
+
0
0
13
+
0
0
CA-RL
CA-RL
CA-RL
CA-RL
FA-RL
FA-RL
FA-RL
26+90.53
23+00
24+00
25+00
26+00
PT
:

1
7
+
2
7
.
4
4
10
+
0
0
11
+
0
0
12
+
0
0
13
+
0
0
14
+
0
0
14
+
5
8
.
8
8
10+00
11+00
12+00
13+00
14+00 14+57.23
10+00
11+00
12+00
13+00
14+0014+26.73
10
+
0
0
11
+
0
0
12
+
0
0
13
+
0
0
14
+
0
0
14
+
5
8
.
8
8
L2
L14
C1
2
L1
5
L2
7
L44
L45
L46
PROPOSED STREET
LIGHT (TYP)
STR-FL
STR-FL
STR-FL
SEE SHEET C2.13 FOR DETAILED
INFORMATION ON POCKET PARK 2
FR-RL FR-RL
FR-RL FR-RL FR-RL
STR-FL
STR-FL
STR-FL
SE
C
T
I
O
N

4
SE
C
T
I
O
N

2
TOP OF BANK (TYP.)
BOC (TYP)
R=25'
R/W (TYP)
R=25'
STD 2.5' CURB & GUTTER
BOC (TYP)
R=25'
R/W (TYP)
R=25'
ST
D

2
.
5
'

C
U
R
B

&

G
U
T
T
E
R
30" VALLEY
CURB
55'
R/W
82'
R/W
55'
R/
W
39'
B-B
31'
B-
B
51'
R/W
27'
B-B
31'
B-B
R/W (TYP)
R=25'
BOC (TYP)
R=25'
PROPOSED PRIVATE
5' SIDEWALK (TYP)
FEMA EFFECTIVE 100
YEAR FLOODPLAIN
18.5'
(TYP.)
8'
(TYP.)
18.5'
(TYP.)
8'
(TYP.)
24'
EOP
29'
B-B 37'
ESMT
16' EOP
16'
EOP
16'
EOP
24'
EOP 29'
B-B 45'
ESMT
16'
EOP
30" STD CURB
& GUTTER
30" STD CURB
& GUTTER
30" VALLEY
CURB
5' CONCRETE
SIDEWALK
5' CONCRETE
SIDEWALK
16'
EOP
16'
EOP
BOC (TYP)
R=25'
BOC (TYP)
R=25'
ESMT (TYP)
R=13'
PROPOSED
LIGHT POLE
(TYP)
BOC
R=5.5'
PROPOSED
CROSSWALK (TYP.)
PROPOSED PROPERTY LINE
VWDE
PROPOSED
CROSSWALK (TYP.)
18.5'
(TYP.)8'
(TYP.)
BOC (TYP)
R=25'
POCKET PARK 2
PR
O
P
O
S
E
D

H
I
G
H
VISI
B
I
L
I
T
Y

C
R
O
S
S
W
A
L
K
(TY
P
.
)
PROPOSED
5' SIDEWALK (TYP)
PROPOSED
5' SIDEWALK (TYP)
PROPOSED
5' SIDEWALK (TYP)
PR
O
P
O
S
E
D
5'
B
I
K
E

L
A
N
E

(
T
Y
P
.
)
37'
ESMT
37'
ESMT
15' SIDEWALK
EASEMENT
STD 2.5' VALLEY CURB
5
5
5
ONE-WAY
MUTCD R6-2R
LE (TYP)
LE (TYP)
30' HOLLY SPRINGS
CAPE FEAR BUFFER
LE (TYP)
21'
B-B
16'
EOP
RE
D

B
R
U
S
H

W
A
Y
(5
1
'

P
U
B
L
I
C

R
O
W
)
BL
U
E

C
L
A
Y

L
A
N
E
(V
A
R
I
A
B
L
E

W
I
D
T
H

A
C
C
E
S
S

E
A
S
E
M
E
N
T
)
DEER CROFT DRIVE
(55' PUBLIC ROW)
CA
R
O
V
A

B
E
N
D
(5
5
'

P
U
B
L
I
C

R
O
W
)
ALLEY 1
(37' ACCESS EASEMENT)
ALLEY 11
(25' ACCESS EASEMENT)
CA
R
O
V
A

B
E
N
D
(5
5
'

P
U
B
L
I
C

R
O
W
)
CA
R
O
L
I
N
A

S
P
R
I
N
G
S

B
O
U
L
E
V
A
R
D
(82
'

P
U
B
L
I
C

R
O
W
)
6
3
5
BOC (TYP)
R=20'
FEMA
EFFECTIVE
FUTURE
FEMA EFFECTIVE
100 YEAR
30' PUE
20' DE
20' DE
20' DE
FLOODWAY
FEMA EFFECTIVE 100
YR
FUTURE FW PER
APPROVED CLOMR
FEMA EFFECTIVE
FUTURE
FLOODWAY
FUTURE FW
PER APPROVED
CLOMR
FUTURE 100 YR PER
APPROVED CLOMR
Revisions
K:
\
1
9
\
1
9
-
0
3
7
0
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1
9
0
3
7
2
.
2
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P
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2
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1
2

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4
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2
4

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4
6
:
5
0

A
M
-

SM
I
T
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,

A
L
L
I
S
O
N
Sheet No.
Designer
Drawn By
Date
Job No.
Wi
t
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e
r
s
R
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l
11
5

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s
R
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C
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D
R
A
W
I
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S
CA
R
O
L
I
N
A

S
P
R
I
N
G
S
P
H
A
S
E

1

S
E
C
T
I
O
N

4
HO
L
L
Y

S
P
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I
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N
O
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T
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C
A
R
O
L
I
N
A
02190372.20
02/27/2024
WR
WR
SI
T
E

P
L
A
N
C2.8
GRAPHIC SCALE
1 inch = 30 ft.
30 0 15 30 60
SEE SHEET C2.9 FOR CONTINUATION
SE
E

S
H
E
E
T

C
2
.
5

F
O
R

C
O
N
T
I
N
U
A
T
I
O
N
SEE SHEET C2.7 FOR CONTINUATION
LEGEND:
EXISTING WETLAND
TREE PRESERVATION AREA
30' TYPE B LANDSCAPE SCREEN - B-40
30' TYPE B LANDSCAPE SCREEN - B-75
30' TYPE B LANDSCAPE SCREEN - B-225
ABBREVIATION LEGEND
DE DRAINAGE EASEMENT (PUBLIC)
GE GREENWAY EASEMENT (PUBLIC)
PDE PRIVATE DRAINAGE EASEMENT
PGE PRIVATE GREENWAY EASEMENT
PUE PUBLIC UTILITY EASEMENT
SCMMAE SCM MAINTENANCE AND ACCESS EASEMENT
SDT SIGHT DISTANCE TRIANGLE
STE STREET TREE EASEMENT
VWDE VARIABLE WIDTH DRAINAGE EASEMENT (PUBLIC)
LE LANDSCAPE EASEMENT
1
1
I certify that these as-builts are accurate and that each of the items listed on the Town’s “As-Built
Checklist” as contained in the Town of Holly Springs Engineering Design and Construction
Standards is provided on this set of as-built drawings (22 total sheets in this set). I certify that
all of the information provided is field-verified as-built information.
(Seal) ________________________________ ___________________
Signature Registered Land Surveyor Date
(Seal) ________________________________ ___________________
Signature by Professional Engineer Date
_____________________________________ ______________
Acceptance by Construction Inspector Date
N O R T H C A RO
L
I
N
A
C
U
R
TIS M . B L A Z I E R
PR O F E SSIO
N
A
L
E
NGI N E E R
SEAL
033840
N O R T H C A RO
L
I
N
A
B
E
N
J
A
MIN E . D A Y T ON
PR O F E S SIO
N
A
L
L
A
N
D
SU R V E YO
R
SEAL
L-4390
RECORD DRAWING NOTES:
1.THIS RECORD DRAWING SET OF PLANS IS BASED ON FIELD SURVEY PREPARED BY
WITHERSRAVENEL. INFORMATION SHOWN HEREON IS COMPRISED OF EXISTING AND
PROPOSED CONDITIONS AS ORIGINALLY APPROVED BY THE TOWN OF HOLLY SPRINGS UNLESS
OTHERWISE NOTED.
2.THE SANITARY SEWER AND STORM SEWER ASSOCIATED WITH CAROLINA SPRINGS PHASE 1,
SECTION 4 HAVE BEEN PHYSICALLY SURVEYED AND THIS PLAN REPRESENTS, TO THE BEST OF
OUR KNOWLEDGE, THE HORIZONTAL AND VERTICAL LOCATIONS OF THESE UTILITIES.
3.THE WATERLINE INFORMATION SHOWN ON THESE PLANS IS FROM PERIODIC INSPECTIONS
CONDUCTED THROUGHOUT THE CONSTRUCTION PHASE OF THE PROJECT. WITHERSRAVENEL
MAKES NO GUARANTEE OF THE SURVEYED ACCURACY OF THE WATERLINE SHOWN.
4.WITHERSRAVENEL IS NOT HELD RESPONSIBLE FOR INACCURACIES IN PLANS DUE TO SKETCHES
OR OTHER INFORMATION RECEIVED FROM CONTRACTOR(S) THAT DO NOT ACCURATELY
REFLECT FINISHED CONSTRUCTION FIELD CONDITIONS.
5. IN STREETS AND UTILITIES LOCATED IN THE TRIASSIC BASIN AS SHOWN IN TOHS DETAIL HS356
(WHERE TRIASSIC SOILS ON COMPRESSIBLE MINIATURE TRIASSIC SEDIMENTARY ROCK-LIKE MATERIAL
EXISTS) THERE WILL BE CERTAIN SPECIAL CRITERIA REQUIRED FOR ROADWAY CONSTRUCTION.
THE FOLLOWING MINIMUMS WILL BE REQUIRED OF DEVELOPERS:
1.PRE-QUALIFIED GEO-TECHNICAL FIRM APPROVED BY THE TOWN MUST BE ON SITE FULL TIME
WHILE THE UTILITIES AND ROADWAYS ARE BEING CONSTRUCTED.
2.DOCUMENTATION OF MOISTURE CONTENT, COMPACTION, DENSITY, GEOGRID DESIGN CRITERIA,
ETC. MUST BE PROVIDED TO TOWN INSPECTOR.
3.ALL ROADWAYS WILL HAVE TO BE PROOF-ROLLED AT BOTH SUB GRADE AND STONE GRADE BY
TOWN INSPECTOR AS WELL.
4.THE STANDARD ROADWAY CROSS-SECTION WILL BE WOVEN GEO-FABRIC DESIGN CRITERIA HP 270
OR EQUAL ON ENTIRE ROAD (AND MUST BE APPROVED BY THE TOWN OF HOLLY SPRINGS), 7” ABC
STONE, WITH ASPHALT COMPLETED IN STAGED CONSTRUCTION OF 2.5” I-19 ASPHALT AND 1.5”
S9.5C IN STAGE ONE AND 1.5” S9.5C FINAL OVERLAY INITIAL ONE-YEAR WARRANTY WITH AN
ADDITIONAL YEAR EXTENSION STARTING AFTER FINAL OVERLAY SHALL BE REQUIRED FOR
ROADWAYS. FOR THE EXTENDED WARRANTY PERIOD, IT WILL BE REQUIRED TO POST A BOND, LOC,
OR CASH FOR 50% OF ACTUAL COST OF ROADWAY (STORM DRAINAGE, CURB & GUTTER,
SIDEWALK AND PAVEMENT).
5.WHERE MANHOLES ARE LOCATED IN STREETS IT WILL BE REQUIRED TO HAVE SUITABLE OFF-SITE
STRUCTURAL MATERIAL OR ABC STONE TO BACKFILL AROUND EXCAVATION OF MANHOLES UP TO
SUBGRADE.
6.AN ADDITIONAL FOOT OF STONE WILL BE REQUIRED 10' EITHER SIDE OF MANHOLE FOR ENTIRE
WIDTH OF ROADWAY.
ADDITIONAL MEASURES MAY BE DEEMED NECESSARY BY THE TOWN PENDING SEVERITY OF THE SOILS.
THE PAVEMENT THICKNESS OF ANY STREET SHALL, AT A MINIMUM, EQUAL THE DESIGN SHOWN IN THE
STANDARD DETAILS SECTION OF THESE STANDARDS FOR THE VARIOUS STREET WIDTHS.
APPROVED PAVEMENT DESIGN METHODS INCLUDE THOSE AS PROPOSED BY NCDOT, THE 1986 AASHTO
GUIDELINES AND THE 1981 ASPHALT INSTITUTE MS 1 DOCUMENT.
THE AASHTO METHOD WILL REQUIRE USE OF A TERMINAL SERVICEABILITY INDEX OF 2.0 FOR
COLLECTORS AND 2.5 FOR THOROUGHFARES, SO = 0.49 FOR FLEXIBLE PAVEMENT AND SO = 0.39 FOR
RIGID PAVEMENTS, AND A RELIABILITY OF 98% FOR THOROUGHFARES AND A RELIABILITY OF 95% FOR
COLLECTORS.
ALL STREETS MAINTAINED BY THE NCDOT MUST RECEIVE APPROVAL OF THE PAVEMENT DESIGN FROM
NCDOT PRIOR TO THE BEGINNING OF CONSTRUCTION. NORMAL CROWN FOR THE PAVEMENT SECTION
SHALL BE ¼”/FOOT, EXCEPT AS APPROVED FOR SUPERELEVATED CROSS-SECTIONS
NOT PART OF
THIS PHASE
DocuSign Envelope ID: 11D5A701-9CF9-4716-9385-62A36377DF26
3/7/2024
3/7/2024
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
117
204
383 382 379
251
422425426423424
214
213
212
211
210
404 405 406 407 408 410 411 412 413 414
419418417416
111
112
113
114
110
387
421
384
245 247 248 249
119118116
415 420
120
250
246
390392393395396
OPEN SPACE
244
409
385389
394
401 400 399 398
381 380
115
206208207 205209
397
402
391 388 386
403
430 427428429431
435 432433434436
LAST MH FOR SECTION 1B
PROPOSED
LIGHT POLE (TYP)
174°
SSSS
S
S
SS
SS
SSSS
SSSSSSSS
SSSSSSSSSSSSSS
SS
SS
SS
SS
SSSSSSSSSSSSSS
SS
SS SS SS SS SS SS
SSSSSSSSSS
SS
SS
SS
SS
SS
SS
8"
P
V
C8" PV
C
8
"

P
V
C
8"

P
V
C
8" PVC
8" PVC
8" PVC
8"

P
V
C
8"

P
V
C
8" PVC
8" PVC
8" PVC8" PVC
8"

P
V
C
50001
WM
50005
WM
50007
CO
50011
WM
50014
WM
50047
CO
50048
WM
50004
WM
50006
CO
50009
WM 50012
CO
50045
WM
50049
CO
50052
CO
50002
CO
50003
CO
50008
WM
50010
CO
50013
CO
50046
CO
50050
WM
50051
WM
145°
121°
155°
178°
MH 230
MH 229
MH 336
MH 217
MH 231
MH 218
MH 219
MH 337
MH 339
MH 220
MH 374 MH 227A
W W W W
R R R R R R R
SE
C
T
I
O
N

2
SE
C
T
I
O
N

5
SECTION 5
SECTION 3
SE
C
T
I
O
N

2
SE
C
T
I
O
N

1
B
SE
C
T
I
O
N

3
SE
C
T
I
O
N

1
B
SE
C
T
I
O
N

2
SE
C
T
I
O
N

1
B
SECTION 2
SECTION 1B
SE
C
T
I
O
N

3
SE
C
T
I
O
N

2
SE
C
T
I
O
N

4
S
81041
MH 227A
TOP OF BANK
EXISTING EOP
TIE TO EXISTING ROAD
20' PDE
20' PDE
20' PDE
DEERCROFT DRIVE
(55' PUBLIC ROW)
CAROLINA SPRINGS BOULEVARD
(55' PUBLIC ROW)
NA
H
U
N
T
A

R
O
A
D
(5
5
'

P
U
B
L
I
C

R
O
W
)
AL
L
E
Y

4
(2
5
'

A
C
C
E
S
S

E
A
S
E
M
E
N
T
)
ALLEY 1
(25' ACCESS EASEMENT)
ALLEY 3
(25' ACCESS EASEMENT)
VILLAGE SQUARE/NEIGHBORHOOD
DISTRICT CENTER DIVIDING BOUNDARY LINE
PDE
PDE
DE LE (TYP)
RETAINING WALL #6
WITH SAFETY RAILINGS
ALLEY 1
(25' ACCESS EASEMENT)
DEER CROFT DRIVE
(55' PUBLIC ROW)
LE
L
A
N
D

C
R
E
S
T

D
R
I
V
E
(8
2
'

P
U
B
L
I
C

R
O
W
)
20' PDE20' PDE
RETAINING WALL #7
WITH SAFETY RAILINGS
ST
R
E
E
T

L
(5
5
'

P
U
B
L
I
C

R
O
W
)
10' RETAINING WALL
EASEMENT
10' RETAINING
WALL EASEMENT
RETAINING WALL #12
WITH SAFETY RAILS
20' PDE
VWDE
20' DE
45° BEND
100YR BACKWATER EASEMENT
50247
50388
CO
50389
CO
50387
WM
50390
WM
WATER METER POINT TABLE
POINT #
50221
50070
50071
50074
50075
50079
50081
50082
50085
50086
50088
50147
50150
50151
50154
50155
50158
50159
50162
50163
50166
50167
50170
50171
50173
50176
50177
50180
50181
50184
50185
50188
50189
50192
50193
50196
50197
50200
50201
50204
50205
50208
50209
50212
50213
50216
DESCRIPTION
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
NORTHING
704773.3113
704494.1734
704493.0667
704492.6172
704492.2497
704554.3734
704554.0980
704554.0689
704556.0183
704556.9317
704556.9438
704481.8925
704481.8173
704482.6341
704483.4741
704483.7505
704485.1503
704485.4365
704486.0931
704485.8892
704487.0656
704488.1098
704488.6330
704489.5794
704490.0948
704490.9367
704825.1065
704825.4075
704826.0105
704826.4859
704827.8119
704827.9524
704828.9321
704829.7594
704830.5142
704831.7741
704832.8343
704833.2174
704834.0392
704833.8426
704834.3516
704836.5559
704777.2645
704776.6749
704776.7761
704776.3127
EASTING
2037073.7601
2036742.2315
2036768.4276
2036787.7322
2036810.7698
2036687.5066
2036647.5017
2036639.0587
2036620.3916
2036579.0576
2036561.4430
2037189.4280
2037172.3121
2037147.5737
2037116.5122
2037091.1825
2037072.0380
2037054.2289
2037035.3411
2037023.4815
2036991.9822
2036953.3443
2036934.9137
2036916.3760
2036897.1766
2036867.9657
2037268.2251
2037243.5612
2037223.9618
2037206.9229
2037163.5669
2037148.4128
2037119.9215
2037100.7982
2037080.9000
2037039.1022
2036999.2302
2036992.1039
2036973.6435
2036954.7313
2036936.8080
2036894.7992
2036913.7935
2036937.5409
2036948.8162
2036980.4529
WATER METER POINT TABLE
POINT #
50217
50219
50224
50226
50227
50230
50231
50234
50236
50265
50267
50269
50271
50273
50275
50277
50279
50281
50283
50286
50287
50296
50298
50302
50304
50307
50308
50311
50314
50315
50318
50319
50387
50390
50008
50021
50026
50028
50037
50040
50050
50051
50063
50067
50090
50092
DESCRIPTION
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
NORTHING
704774.2206
704774.6672
704772.1668
704771.8198
704770.4681
704769.5332
704768.7237
704768.5240
704766.7417
704209.4908
704246.0254
704264.7663
704282.0932
704312.3214
704352.4201
704370.8433
704389.1805
704419.0072
704459.6515
704478.6022
704497.2204
704516.5032
704546.3184
704586.7001
704605.6308
704623.9484
704653.6728
704693.6847
704712.8227
704731.9935
704750.9496
704779.1115
704567.4290
704567.3022
704507.8445
704502.2941
704500.6684
704501.1476
704562.1118
704562.0624
704566.5055
704568.0711
704496.3166
704494.6888
704557.8613
704595.4741
EASTING
2037015.8432
2037036.5753
2037118.7958
2037096.4915
2037157.3517
2037193.1741
2037216.4279
2037226.6154
2037254.0543
2037305.0042
2037318.9157
2037323.3616
2037326.5294
2037328.7442
2037329.6175
2037330.3901
2037330.7763
2037332.0375
2037334.1278
2037334.4369
2037334.4368
2037335.4852
2037335.9796
2037337.7911
2037338.1306
2037339.0718
2037339.8047
2037340.9868
2037341.4215
2037341.7748
2037342.0182
2037342.9708
2036229.6509
2036210.0869
2036255.2731
2036436.2512
2036519.4215
2036486.8731
2036392.7416
2036376.4736
2036248.9748
2036188.7361
2036682.1502
2036725.9616
2036532.7244
2036824.0863
WATER METER POINT TABLE
POINT #
50095
50096
50099
50100
50103
50104
50107
50113
50116
50117
50004
50009
50015
50033
50036
50045
50057
50060
50066
50001
50005
50011
50014
50017
50020
50024
50029
50032
50041
50044
50048
50053
50056
50062
50120
50121
50124
50125
50128
50129
50132
50133
50135
50137
50139
50142
DESCRIPTION
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
NORTHING
704614.4109
704633.6898
704663.2779
704680.5581
704721.5540
704740.5834
704762.9332
704546.7186
704546.9969
704546.3620
704509.4543
704507.8050
704505.6693
704560.0721
704560.9424
704565.1166
704498.7278
704496.9585
704495.7201
704510.0859
704508.4862
704506.7182
704506.3421
704504.8251
704504.1844
704502.0293
704557.9341
704559.5547
704563.2537
704563.7856
704565.8724
704500.3696
704499.3717
704496.9746
704545.0158
704544.3420
704543.3826
704543.3152
704541.4792
704541.2558
704539.2912
704538.4909
704538.9323
704538.2551
704537.3495
704474.3514
EASTING
2036824.9043
2036825.0603
2036826.1596
2036826.8641
2036827.9298
2036828.9409
2036828.0152
2036911.0831
2036921.9793
2036944.8382
2036216.6755
2036269.1122
2036346.5494
2036453.1459
2036435.4636
2036308.7193
2036595.3664
2036625.2947
2036701.3087
2036194.4461
2036235.2710
2036308.3072
2036332.9980
2036380.8077
2036397.0079
2036448.4734
2036513.2258
2036494.5390
2036367.0147
2036348.5167
2036268.5748
2036559.8728
2036571.9404
2036664.0176
2036966.9586
2036988.0098
2037028.1746
2037057.2325
2037079.6976
2037101.9194
2037158.5354
2037171.7757
2037193.1550
2037215.6317
2037238.1048
2037263.5511
WATER STRUCTURE POINT TABLE
POINT #
50112
50077
50300
50323
50108
50000
50109
50240
50241
50242
50252
50253
50254
50289
50290
50291
50110
50237
50238
50239
50243
50247
50249
50256
50257
50258
50263
50293
50294
50295
50301
50111
DESCRIPTION
BOV
FH
FH
FH
FH
FH
RWL BOV
RWV
RWV
RWV
RWV
RWV
RWV
RWV
RWV
RWV
RWV
WV
WV
WV
WV
WV
WV
WV
WV
WV
WV
WV
WV
WV
WV
WV
NORTHING
704822.6194
704539.7441
704561.8331
704802.8144
704795.8537
704522.2335
704810.3297
704518.7701
704516.6322
704516.1236
704805.4204
704803.1525
704805.3940
704499.4734
704504.9716
704502.2844
704809.9480
704531.9690
704528.9428
704529.2548
704532.8259
704541.6038
704817.2384
704818.3051
704815.2607
704817.5457
704797.9711
704515.7523
704513.2235
704518.7013
704562.6700
704822.6916
EASTING
2036713.0737
2036797.6192
2037327.6255
2037333.7539
2036807.9403
2036359.1754
2036711.5995
2036842.1993
2036839.5607
2036844.7029
2036847.1020
2036849.7861
2036852.3474
2037297.0333
2037297.0629
2037286.8284
2036714.8547
2036857.5312
2036860.1885
2036854.6756
2036797.2702
2036359.8811
2036807.8711
2036863.9092
2036866.2229
2036872.2484
2037323.2072
2037312.9416
2037315.7438
2037315.8381
2037318.6856
2036715.0294
SANITARY SEWER MH POINT TABLE
POINT #
50322
50264
50292
50309
50262
50259
50260
50255
50250
50251
50321
50244
50245
50248
50246
50261
DESCRIPTION
MH 89
MH 90
MH92
MH93
MH93A
MH94
MH95
MH96
MH97
MH224
MH332
MH334
MH335
MH354
MH423
MH445
NORTHING
704215.4892
704291.5065
704510.6958
704650.3908
704788.5721
704654.7059
704804.6621
704813.9090
704816.9898
704853.0010
704517.9029
704529.3364
704531.2415
704584.8549
704536.7920
704798.8710
EASTING
2037275.9558
2037298.3754
2037306.7055
2037311.0712
2037315.3055
2037140.2803
2037144.1011
2036857.6551
2036687.6256
2036688.2014
2037078.0021
2036659.6658
2036630.7967
2036851.5832
2036456.7221
2037262.1238
Revisions
K:
\
1
9
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1
9
-
0
3
7
0
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1
9
0
3
7
2
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3
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1
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P
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2
4

8
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4
8
:
5
4

A
M
-

SM
I
T
H
,

A
L
L
I
S
O
N
Sheet No.
Designer
Drawn By
Date
Job No.
Wi
t
h
e
r
s
R
a
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e
n
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l
11
5

M
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4
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9
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3
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:

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9

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w
w
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[ /
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a
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n
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s

[ S
T
r
v
e
y
o
r
s
R
E
C
O
R
D

D
R
A
W
I
N
G
S
CA
R
O
L
I
N
A

S
P
R
I
N
G
S
P
H
A
S
E

1

S
E
C
T
I
O
N

4
HO
L
L
Y

S
P
R
I
N
G
S
,

N
O
R
T
H

C
A
R
O
L
I
N
A
02190372.20
02/27/2024
WR
WR
UT
I
L
I
T
Y

P
L
A
N
C3.4
GRAPHIC SCALE
1 inch = 30 ft.
30 0 15 30 60
SEE SHEET C3.3 FOR CONTINUATION
SE
E

S
H
E
E
T

C
3
.
5

F
O
R

C
O
N
T
I
N
U
A
T
I
O
N
EASEMENT ABBREVIATION LEGENDEASEMENT ABBREVIATION LEGEND
UTILITY ABBREVIATION LEGEND
FHA FIRE HYDRANT ASSEMBLY
BOA BLOWOFF ASSEMBLY
GV GATE VALVE
RED REDUCER
DE DRAINAGE EASEMENT (PUBLIC)
GE GREENWAY EASEMENT (PUBLIC)
PDE PRIVATE DRAINAGE EASEMENT
PGE PRIVATE GREENWAY EASEMENT
PUE PUBLIC UTILITY EASEMENT
SCMMAE SCM MAINTENANCE AND ACCESS EASEMENT
SDTE SIGHT DISTANCE EASEMENT
STE STREET TREE EASEMENT
VWDE VARIABLE WIDTH DRAINAGE EASEMENT (PUBLIC)
LE LANDSCAPE EASEMENT
I certify that these as-builts are accurate and that each of the items listed on the Town’s “As-Built
Checklist” as contained in the Town of Holly Springs Engineering Design and Construction
Standards is provided on this set of as-built drawings (22 total sheets in this set). I certify that
all of the information provided is field-verified as-built information.
(Seal) ________________________________ ___________________
Signature Registered Land Surveyor Date
(Seal) ________________________________ ___________________
Signature by Professional Engineer Date
_____________________________________ ______________
Acceptance by Construction Inspector Date
N O R T H C A RO
LI
N
A
C
U
R
TIS M . B L A Z I E R
PR O F E SSIO
N
A
L
E
NGI N E E R
SEAL
033840
N O R T H C A RO
LI
N
A
B
E
N
J
A
MIN E . D A Y T ON
PR O F E SSIO
N
A
L
L
A
N
D
SU R V E YORSEAL
L-4390
RECORD DRAWING NOTES:
1.THIS RECORD DRAWING SET OF PLANS IS BASED ON FIELD SURVEY PREPARED BY
WITHERSRAVENEL. INFORMATION SHOWN HEREON IS COMPRISED OF EXISTING AND
PROPOSED CONDITIONS AS ORIGINALLY APPROVED BY THE TOWN OF HOLLY SPRINGS UNLESS
OTHERWISE NOTED.
2.THE SANITARY SEWER AND STORM SEWER ASSOCIATED WITH CAROLINA SPRINGS PHASE 1,
SECTION 4 HAVE BEEN PHYSICALLY SURVEYED AND THIS PLAN REPRESENTS, TO THE BEST OF
OUR KNOWLEDGE, THE HORIZONTAL AND VERTICAL LOCATIONS OF THESE UTILITIES.
3.THE WATERLINE INFORMATION SHOWN ON THESE PLANS IS FROM PERIODIC INSPECTIONS
CONDUCTED THROUGHOUT THE CONSTRUCTION PHASE OF THE PROJECT. WITHERSRAVENEL
MAKES NO GUARANTEE OF THE SURVEYED ACCURACY OF THE WATERLINE SHOWN.
4.WITHERSRAVENEL IS NOT HELD RESPONSIBLE FOR INACCURACIES IN PLANS DUE TO SKETCHES
OR OTHER INFORMATION RECEIVED FROM CONTRACTOR(S) THAT DO NOT ACCURATELY
REFLECT FINISHED CONSTRUCTION FIELD CONDITIONS.
5. IN STREETS AND UTILITIES LOCATED IN THE TRIASSIC BASIN AS SHOWN IN TOHS DETAIL HS356
(WHERE TRIASSIC SOILS ON COMPRESSIBLE MINIATURE TRIASSIC SEDIMENTARY ROCK-LIKE MATERIAL
EXISTS) THERE WILL BE CERTAIN SPECIAL CRITERIA REQUIRED FOR ROADWAY CONSTRUCTION.
THE FOLLOWING MINIMUMS WILL BE REQUIRED OF DEVELOPERS:
1.PRE-QUALIFIED GEO-TECHNICAL FIRM APPROVED BY THE TOWN MUST BE ON SITE FULL TIME
WHILE THE UTILITIES AND ROADWAYS ARE BEING CONSTRUCTED.
2.DOCUMENTATION OF MOISTURE CONTENT, COMPACTION, DENSITY, GEOGRID DESIGN CRITERIA,
ETC. MUST BE PROVIDED TO TOWN INSPECTOR.
3.ALL ROADWAYS WILL HAVE TO BE PROOF-ROLLED AT BOTH SUB GRADE AND STONE GRADE BY
TOWN INSPECTOR AS WELL.
4.THE STANDARD ROADWAY CROSS-SECTION WILL BE WOVEN GEO-FABRIC DESIGN CRITERIA HP 270
OR EQUAL ON ENTIRE ROAD (AND MUST BE APPROVED BY THE TOWN OF HOLLY SPRINGS), 7” ABC
STONE, WITH ASPHALT COMPLETED IN STAGED CONSTRUCTION OF 2.5” I-19 ASPHALT AND 1.5”
S9.5C IN STAGE ONE AND 1.5” S9.5C FINAL OVERLAY INITIAL ONE-YEAR WARRANTY WITH AN
ADDITIONAL YEAR EXTENSION STARTING AFTER FINAL OVERLAY SHALL BE REQUIRED FOR
ROADWAYS. FOR THE EXTENDED WARRANTY PERIOD, IT WILL BE REQUIRED TO POST A BOND, LOC,
OR CASH FOR 50% OF ACTUAL COST OF ROADWAY (STORM DRAINAGE, CURB & GUTTER,
SIDEWALK AND PAVEMENT).
5.WHERE MANHOLES ARE LOCATED IN STREETS IT WILL BE REQUIRED TO HAVE SUITABLE OFF-SITE
STRUCTURAL MATERIAL OR ABC STONE TO BACKFILL AROUND EXCAVATION OF MANHOLES UP TO
SUBGRADE.
6.AN ADDITIONAL FOOT OF STONE WILL BE REQUIRED 10' EITHER SIDE OF MANHOLE FOR ENTIRE
WIDTH OF ROADWAY.
ADDITIONAL MEASURES MAY BE DEEMED NECESSARY BY THE TOWN PENDING SEVERITY OF THE SOILS.
THE PAVEMENT THICKNESS OF ANY STREET SHALL, AT A MINIMUM, EQUAL THE DESIGN SHOWN IN THE
STANDARD DETAILS SECTION OF THESE STANDARDS FOR THE VARIOUS STREET WIDTHS.
APPROVED PAVEMENT DESIGN METHODS INCLUDE THOSE AS PROPOSED BY NCDOT, THE 1986 AASHTO
GUIDELINES AND THE 1981 ASPHALT INSTITUTE MS 1 DOCUMENT.
THE AASHTO METHOD WILL REQUIRE USE OF A TERMINAL SERVICEABILITY INDEX OF 2.0 FOR
COLLECTORS AND 2.5 FOR THOROUGHFARES, SO = 0.49 FOR FLEXIBLE PAVEMENT AND SO = 0.39 FOR
RIGID PAVEMENTS, AND A RELIABILITY OF 98% FOR THOROUGHFARES AND A RELIABILITY OF 95% FOR
COLLECTORS.
ALL STREETS MAINTAINED BY THE NCDOT MUST RECEIVE APPROVAL OF THE PAVEMENT DESIGN FROM
NCDOT PRIOR TO THE BEGINNING OF CONSTRUCTION. NORMAL CROWN FOR THE PAVEMENT SECTION
SHALL BE ¼”/FOOT, EXCEPT AS APPROVED FOR SUPERELEVATED CROSS-SECTIONS
NOT PART OF
THIS PHASE
NOT PART OF
THIS PHASE
DocuSign Envelope ID: 11D5A701-9CF9-4716-9385-62A36377DF26
3/7/2024
3/7/2024
128
145
123
146
181
182
183
177
178
179
180
173
174
175
176
184
188 187
189
272
204
273 274
190
375 373
379
361
193
262
278
194
263
279
195
264
280
196
281 282
251
259
267
275
191
252
260
268
276
269
198
254
270
202
255 256
378 377
358
363
271
249
258
203
197 192
186
185
144
142
141
140
139
138137136135134132133130129127126125124
119118
143
120 121 122
131
250 253
277
317318319320321322323324325
201 200 199
257
261
265 266
381 380
376 374 372 371 370 369 368 367 366 365 364 362
360
359
206 205
PROPOSED
LIGHT POLE (TYP)
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SSSSSSSSSSSSSSSSSSSSSSSSSSSS
SSSSSSSSSSSSSSSSSSSSSSSSSS
SS
SS
SS
SS
SS SS SS SS SS SS SS SS SS SS
8"

P
V
C
8"
P
V
C
8" PVC
8" PVC
8" PVC
8" PVC
8"

P
V
C
8" PVC
8" PVC
50011
WM
50014
WM
50017
WM
50020
WM 50023
CO
50024
WM
50029
WM
50032
WM
50035
CO50038
CO
50041
WM
50044
WM
50047
CO
50048
WM
50053
WM
50056
WM
50059
CO
50062
WM
50065
CO
50068
CO
50118
CO
50119
CO
50120
WM
50121
WM 50122
CO 50123
CO
50124
WM
50125
WM
50126
CO 50127
CO
50128
WM
50129
WM 50130
CO
50132
HY D
50000
FH
50009
WM 50012
CO
50015
WM
50018
CO 50022
CO
50025
CO
50027
CO
50030
CO
50033
WM
50036
WM
50039
CO
50042
CO
50045
WM
50049
CO
50054
CO
50057
WM
50060
WM
50064
CO
50066
WM
50010
CO 50013
CO 50016
CO
50019
CO
50021
WM
50026
WM
50028
WM
50031
CO
50034
CO
50037
WM
50040
WM
50043
CO
50046
CO
50050
WM
50055
CO
50058
CO 50061
CO
50063
WM 50067
WM
50089
CO
50090
WM
50091
CO
50092
WM
50093
CO
50094
CO
50095
WM
50096
WM
50097
CO
50098
CO
50099
WM
50100
WM
50101
CO
50102
CO
50103
WM
CO
50113
WM
50114
CO
50115
CO
50116
WM
50117
WM
170°
162°
MH 216
MH 214
MH 213
W W W W W W W W W W W W W W W W W W W W W W W W W W
R
R
R
R
R
R
R
R
R
R
R
R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R
W
W
W
W
W
W
SECTION 4
SECTION 2
CA
R
O
L
I
N
A

S
P
R
I
N
G
S

B
O
U
L
E
V
A
R
D
(82
'

P
U
B
L
I
C

R
O
W
)
(1) 8" TEE
(3) 8" GV
(1) 6" TEE
(3) 6" GV
CAROLINA SPRINGS BOULEVARD
(82' PUBLIC ROW)
ALLEY 1
(25' ACCESS EASEMENT)
3/4" WM
(TYP)
4" CO (TYP)
6" C900 PVC RECLAIMED
WATER LINE (TYP)
8" DIP
WATER LINE
(TYP)
6" C900 PVC RECLAIMED
WATER LINE (TYP)
AL
L
E
Y

2
(2
5
'

A
C
C
E
S
S

E
A
S
E
M
E
N
T
)
DEER CROFT DRIVE
(55' PUBLIC ROW)
VWDE
RE
D

B
R
U
S
H

W
A
Y
(5
1
'

P
U
B
L
I
C

R
O
W
)
BL
U
E

C
L
A
Y

L
A
N
E
(V
A
R
I
A
B
L
E

W
I
D
T
H

A
C
C
E
S
S

E
A
S
E
M
E
N
T
)
ALLEY 3
(25' ACCESS EASEMENT)
ALLEY 11
(25' ACCESS EASEMENT)
LE (TYP)
FHA (TYP)
8" DIP
WATER LINE (TYP)
LE (TYP)
PDE
(25' ACCESS EASEMENT)
DEER CROFT DRIVE
(55' PUBLIC ROW)
20' PDE
20' DE
50069
CO
50072
CO
50073
CO
50076
CO
50078
CO
50080
CO
50083
CO
50084
CO
50087
CO
50152
CO
50153
CO
50156
CO
50157
CO
50160
CO
50161
CO
50164
CO
50165
CO
50168
CO
50169
CO
50172
CO
50174
CO
50175
CO
S50244
MH334
S50245
MH335
S
50246
MH423
S
50248
MH354
S
S
50321
MH332
H YD
50077
FH
50237
WV
50238
WV
50239
WV
50240
RWV
50241
RWV
50242
RWV
50243
WV
50247
WV
50070
WM
50071
WM
50074
WM
50075
WM
50079
WM
50081
WM
50082
WM
50085
WM
50086
WM50088
WM
50151
WM
50154
WM
50155
WM
50158
WM
50159
WM
50162
WM
50163
WM
50166
WM
50167
WM
50170
WM
50171
WM
50173
WM
50176
WM
MH 423 MH 335 MH 334
MH 354(0)
MH 332
MH 94
180°'180°'
CLEAN OUT POINT TABLE
POINT #
50388
50389
50069
50072
50073
50076
50078
50080
50083
50084
50087
50148
50149
50152
50153
50156
50157
50160
50161
50164
50165
50168
50169
50172
50174
50175
50178
50179
50182
50183
50186
50187
50190
50191
50194
50195
50198
50199
50202
50203
50206
50207
50210
50211
50214
50215
DESCRIPTION
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
NORTHING
704566.6476
704567.0646
704494.0889
704493.3747
704493.1666
704492.7435
704553.2084
704553.8355
704554.9754
704555.3508
704556.0993
704481.7490
704481.8556
704482.7295
704483.8517
704484.2418
704485.0266
704485.4648
704486.5103
704486.5375
704487.1485
704487.8797
704488.4074
704489.4484
704490.1351
704491.5381
704824.6935
704824.9969
704825.2602
704826.0042
704827.2181
704827.6551
704828.3504
704829.0556
704829.9452
704831.5926
704832.2794
704832.6140
704833.1574
704833.4481
704833.8536
704835.6479
704777.5877
704777.1460
704776.9638
704775.7956
EASTING
2036232.2253
2036212.6875
2036743.9658
2036769.8815
2036789.3920
2036813.0044
2036689.1988
2036661.7007
2036626.0673
2036622.2746
2036581.1012
2037192.4922
2037174.7403
2037150.1978
2037119.6341
2037094.1450
2037075.6936
2037056.5785
2037037.5728
2037025.5209
2036994.8757
2036954.9874
2036936.9915
2036918.2028
2036899.3148
2036870.0646
2037266.2044
2037246.3822
2037226.7878
2037209.2265
2037166.4820
2037151.4278
2037122.2984
2037102.6478
2037084.5463
2037041.9801
2037001.4253
2036994.7783
2036976.2110
2036957.3626
2036939.0702
2036896.7212
2036916.1058
2036939.9236
2036950.8207
2036982.8268
CLEAN OUT POINT TABLE
POINT #
50218
50220
50222
50223
50225
50228
50229
50232
50233
50235
50266
50268
50270
50272
50274
50276
50278
50280
50282
50284
50285
50288
50297
50299
50303
50305
50306
50310
50312
50313
50316
50317
50320
50002
50003
50010
50013
50016
50019
50031
50034
50043
50046
50055
50058
50061
DESCRIPTION
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
NORTHING
704774.4313
704774.1549
704772.8220
704771.7333
704771.7078
704770.6203
704769.8075
704768.9802
704768.4938
704767.8575
704230.2915
704249.0762
704266.8022
704284.5262
704313.9016
704354.3764
704372.6829
704391.5967
704421.6744
704461.6190
704479.6185
704498.8306
704518.3612
704548.4392
704588.9458
704607.0934
704625.9471
704655.0432
704695.5351
704714.1232
704733.8079
704752.4571
704781.1043
704510.2910
704509.5999
704507.2654
704505.8740
704505.4880
704504.2837
704558.7987
704559.9558
704563.2579
704564.3546
704499.5669
704498.7721
704497.2486
EASTING
2037017.3400
2037039.1286
2037076.7960
2037098.7239
2037121.3506
2037159.1643
2037195.4368
2037218.4048
2037229.1459
2037256.3318
2037313.6471
2037319.3032
2037323.4135
2037326.8563
2037328.5064
2037329.8258
2037330.6530
2037330.9229
2037331.8093
2037333.6284
2037334.3589
2037334.5533
2037335.3997
2037335.8473
2037337.4173
2037337.9828
2037338.8943
2037339.4675
2037340.7038
2037341.1455
2037341.6500
2037342.2080
2037342.7467
2036196.1511
2036218.5485
2036270.7391
2036335.1623
2036349.4919
2036399.3290
2036496.1715
2036455.0999
2036351.4238
2036310.7435
2036573.5665
2036596.8109
2036662.2208
CLEAN OUT POINT TABLE
POINT #
50089
50091
50093
50094
50097
50098
50101
50102
50105
50106
50114
50115
50006
50012
50018
50022
50025
50027
50030
50039
50042
50049
50052
50054
50064
50007
50023
50035
50038
50047
50059
50065
50068
50118
50119
50122
50123
50126
50127
50130
50131
50134
50136
50138
50140
50141
DESCRIPTION
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
NORTHING
704556.7247
704557.5239
704597.7577
704616.7122
704636.2603
704665.0275
704677.9871
704719.9338
704738.2583
704760.9229
704546.1675
704545.9662
704508.8635
704506.6507
704504.9895
704502.9438
704501.8135
704501.2265
704558.2516
704562.1807
704562.3528
704566.1662
704567.6098
704499.9247
704496.3292
704507.9590
704502.6501
704560.6065
704561.8504
704566.1343
704497.7589
704495.7804
704495.0481
704545.6432
704544.6389
704544.0706
704542.8366
704542.3105
704541.0450
704540.7851
704538.7142
704538.6586
704538.0354
704537.4553
704536.6184
704474.9860
EASTING
2036563.4800
2036534.9770
2036824.9679
2036825.3578
2036825.8594
2036826.6445
2036827.1911
2036828.6917
2036829.2122
2036830.0264
2036913.0947
2036924.1832
2036237.6976
2036310.8466
2036382.6277
2036438.2635
2036489.0415
2036521.2202
2036514.7634
2036377.8372
2036369.0823
2036250.8684
2036190.2527
2036561.8338
2036683.9677
2036256.8229
2036449.9721
2036437.4933
2036395.1685
2036270.2045
2036626.8287
2036703.0055
2036728.0285
2036946.6838
2036969.1381
2036990.6678
2037030.1309
2037060.1261
2037082.2671
2037104.6236
2037161.0871
2037175.1299
2037196.1538
2037218.3491
2037239.9366
2037265.4698
Revisions
K:
\
1
9
\
1
9
-
0
3
7
0
\
1
9
0
3
7
2
.
2
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C
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i
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a

S
p
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i
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g
s

P
h
a
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e
s

1
-
5
\
C
A
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\
A
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-
B
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I
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\
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4
\
S
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T
S
\
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3
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0
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3
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1
2

U
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I
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I
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Y

P
L
A
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S
_
A
S
B

S
E
C
T
I
O
N

4
.
d
w
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-
Th
u
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s
d
a
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,

M
a
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c
h

7
,

2
0
2
4

8
:
4
9
:
1
4

A
M
-

SM
I
T
H
,

A
L
L
I
S
O
N
Sheet No.
Designer
Drawn By
Date
Job No.
Wi
t
h
e
r
s
R
a
v
e
n
e
l
11
5

M
a
c
K
e
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a
n

D
r
i
v
e

| C
a
r
y
,

N
C

2
7
5
1
1

| t
:

9
1
9
.
4
6
9
.
3
3
4
0

| l
i
c
e
n
s
e

#
:

F
-
1
4
7
9

| w
w
w
.
w
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c
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$n
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[ /
K
a
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n
e
r
s

[ S
T
r
v
e
y
o
r
s
R
E
C
O
R
D

D
R
A
W
I
N
G
S
CA
R
O
L
I
N
A

S
P
R
I
N
G
S
P
H
A
S
E

1

S
E
C
T
I
O
N

4
HO
L
L
Y

S
P
R
I
N
G
S
,

N
O
R
T
H

C
A
R
O
L
I
N
A
02190372.20
02/27/2024
WR
WR
UT
I
L
I
T
Y

P
L
A
N
C3.5
GRAPHIC SCALE
1 inch = 30 ft.
30 0 15 30 60
SEE SHEET C3.6 FOR CONTINUATION
SE
E

S
H
E
E
T

C
3
.
4

F
O
R

C
O
N
T
I
N
U
A
T
I
O
N
SE
E

S
H
E
E
T

C
3
.
8

F
O
R

C
O
N
T
I
N
U
A
T
I
O
N
SEE SHEET C3.7 FOR CONTINUATION
EASEMENT ABBREVIATION LEGEND
UTILITY ABBREVIATION LEGEND
FHA FIRE HYDRANT ASSEMBLY
BOA BLOWOFF ASSEMBLY
GV GATE VALVE
RED REDUCER
DE DRAINAGE EASEMENT (PUBLIC)
GE GREENWAY EASEMENT (PUBLIC)
PDE PRIVATE DRAINAGE EASEMENT
PGE PRIVATE GREENWAY EASEMENT
PUE PUBLIC UTILITY EASEMENT
SCMMAE SCM MAINTENANCE AND ACCESS EASEMENT
SDTE SIGHT DISTANCE EASEMENT
STE STREET TREE EASEMENT
VWDE VARIABLE WIDTH DRAINAGE EASEMENT (PUBLIC)
LE LANDSCAPE EASEMENT
I certify that these as-builts are accurate and that each of the items listed on the Town’s “As-Built
Checklist” as contained in the Town of Holly Springs Engineering Design and Construction
Standards is provided on this set of as-built drawings (22 total sheets in this set). I certify that
all of the information provided is field-verified as-built information.
(Seal) ________________________________ ___________________
Signature Registered Land Surveyor Date
(Seal) ________________________________ ___________________
Signature by Professional Engineer Date
_____________________________________ ______________
Acceptance by Construction Inspector Date
N O R T H C A RO
LI
N
A
C
U
R
TIS M . B L A Z IE R
PR O F E SSIO
N
A
L
E
NGI N E E R
SEAL
033840
N O R T H C A RO
LI
N
A
B
E
N
J A
MIN E . D A Y T ON
PR O F E SSIO
N
A
L
L
A
N
D
SU R V E YO
R
SEAL
L-4390
RECORD DRAWING NOTES:
1.THIS RECORD DRAWING SET OF PLANS IS BASED ON FIELD SURVEY PREPARED BY
WITHERSRAVENEL. INFORMATION SHOWN HEREON IS COMPRISED OF EXISTING AND
PROPOSED CONDITIONS AS ORIGINALLY APPROVED BY THE TOWN OF HOLLY SPRINGS UNLESS
OTHERWISE NOTED.
2.THE SANITARY SEWER AND STORM SEWER ASSOCIATED WITH CAROLINA SPRINGS PHASE 1,
SECTION 4 HAVE BEEN PHYSICALLY SURVEYED AND THIS PLAN REPRESENTS, TO THE BEST OF
OUR KNOWLEDGE, THE HORIZONTAL AND VERTICAL LOCATIONS OF THESE UTILITIES.
3.THE WATERLINE INFORMATION SHOWN ON THESE PLANS IS FROM PERIODIC INSPECTIONS
CONDUCTED THROUGHOUT THE CONSTRUCTION PHASE OF THE PROJECT. WITHERSRAVENEL
MAKES NO GUARANTEE OF THE SURVEYED ACCURACY OF THE WATERLINE SHOWN.
4.WITHERSRAVENEL IS NOT HELD RESPONSIBLE FOR INACCURACIES IN PLANS DUE TO SKETCHES
OR OTHER INFORMATION RECEIVED FROM CONTRACTOR(S) THAT DO NOT ACCURATELY
REFLECT FINISHED CONSTRUCTION FIELD CONDITIONS.
5. IN STREETS AND UTILITIES LOCATED IN THE TRIASSIC BASIN AS SHOWN IN TOHS DETAIL HS356
(WHERE TRIASSIC SOILS ON COMPRESSIBLE MINIATURE TRIASSIC SEDIMENTARY ROCK-LIKE MATERIAL
EXISTS) THERE WILL BE CERTAIN SPECIAL CRITERIA REQUIRED FOR ROADWAY CONSTRUCTION.
THE FOLLOWING MINIMUMS WILL BE REQUIRED OF DEVELOPERS:
1.PRE-QUALIFIED GEO-TECHNICAL FIRM APPROVED BY THE TOWN MUST BE ON SITE FULL TIME
WHILE THE UTILITIES AND ROADWAYS ARE BEING CONSTRUCTED.
2.DOCUMENTATION OF MOISTURE CONTENT, COMPACTION, DENSITY, GEOGRID DESIGN CRITERIA,
ETC. MUST BE PROVIDED TO TOWN INSPECTOR.
3.ALL ROADWAYS WILL HAVE TO BE PROOF-ROLLED AT BOTH SUB GRADE AND STONE GRADE BY
TOWN INSPECTOR AS WELL.
4.THE STANDARD ROADWAY CROSS-SECTION WILL BE WOVEN GEO-FABRIC DESIGN CRITERIA HP 270
OR EQUAL ON ENTIRE ROAD (AND MUST BE APPROVED BY THE TOWN OF HOLLY SPRINGS), 7” ABC
STONE, WITH ASPHALT COMPLETED IN STAGED CONSTRUCTION OF 2.5” I-19 ASPHALT AND 1.5”
S9.5C IN STAGE ONE AND 1.5” S9.5C FINAL OVERLAY INITIAL ONE-YEAR WARRANTY WITH AN
ADDITIONAL YEAR EXTENSION STARTING AFTER FINAL OVERLAY SHALL BE REQUIRED FOR
ROADWAYS. FOR THE EXTENDED WARRANTY PERIOD, IT WILL BE REQUIRED TO POST A BOND, LOC,
OR CASH FOR 50% OF ACTUAL COST OF ROADWAY (STORM DRAINAGE, CURB & GUTTER,
SIDEWALK AND PAVEMENT).
5.WHERE MANHOLES ARE LOCATED IN STREETS IT WILL BE REQUIRED TO HAVE SUITABLE OFF-SITE
STRUCTURAL MATERIAL OR ABC STONE TO BACKFILL AROUND EXCAVATION OF MANHOLES UP TO
SUBGRADE.
6.AN ADDITIONAL FOOT OF STONE WILL BE REQUIRED 10' EITHER SIDE OF MANHOLE FOR ENTIRE
WIDTH OF ROADWAY.
ADDITIONAL MEASURES MAY BE DEEMED NECESSARY BY THE TOWN PENDING SEVERITY OF THE SOILS.
THE PAVEMENT THICKNESS OF ANY STREET SHALL, AT A MINIMUM, EQUAL THE DESIGN SHOWN IN THE
STANDARD DETAILS SECTION OF THESE STANDARDS FOR THE VARIOUS STREET WIDTHS.
APPROVED PAVEMENT DESIGN METHODS INCLUDE THOSE AS PROPOSED BY NCDOT, THE 1986 AASHTO
GUIDELINES AND THE 1981 ASPHALT INSTITUTE MS 1 DOCUMENT.
THE AASHTO METHOD WILL REQUIRE USE OF A TERMINAL SERVICEABILITY INDEX OF 2.0 FOR
COLLECTORS AND 2.5 FOR THOROUGHFARES, SO = 0.49 FOR FLEXIBLE PAVEMENT AND SO = 0.39 FOR
RIGID PAVEMENTS, AND A RELIABILITY OF 98% FOR THOROUGHFARES AND A RELIABILITY OF 95% FOR
COLLECTORS.
ALL STREETS MAINTAINED BY THE NCDOT MUST RECEIVE APPROVAL OF THE PAVEMENT DESIGN FROM
NCDOT PRIOR TO THE BEGINNING OF CONSTRUCTION. NORMAL CROWN FOR THE PAVEMENT SECTION
SHALL BE ¼”/FOOT, EXCEPT AS APPROVED FOR SUPERELEVATED CROSS-SECTIONS
NOT PART OF
THIS PHASE
NOT PART OF
THIS PHASE
DocuSign Envelope ID: 11D5A701-9CF9-4716-9385-62A36377DF26
3/7/2024
3/7/2024
346347348
341342
350
343
351
344345
357
361
358
363
356
326 327 328 329 330 331 332 333 334
335 336 337 338 339
312313314315316317318319320321322323324325
366 365 364 362
360
359
353 352 349
340
310
309
306
305
304
302
301
300
303
307
308
311
355 354
6'
7'
SS
SS
SS
SS
SSSSSSSS
SS
SS
SS
SS
SSSSSSSSSSSSSSSSSSSSSSSS
SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS
SS
SS
SS
SS
SS
SS
SS SS SS
SS
SS
SS
8"

P
V
C
8" DIP
8"

P
V
C
8" PVC
8" PVC
8"

P
V
C
8" PVC
8" PVC
8"

P
V
C
8" PVC
8"

P
V
C
22.5' OFFSET
100 YR BACKWATER EASEMENT
90°'
50059
CO
50062
WM
50065 50068
50118
CO
50119
CO
50120
WM
50121
WM 50122
CO 50123
CO
50124
WM
50125
WM
50126
CO 50127
CO
50128
WM
50129
WM 50130
CO
50131
CO50132
WM
50133
WM
50134
CO
50135
WM
50136
CO 50137
WM
50138
CO
50139
WM
50140
CO
5014650060
WM
50064
50066
WM
50061
CO
50063
WM
50067
WM
50092
WM
50093
CO
50094
CO
50095
WM
50096
WM
50097
CO
50098
CO
50099
WM
50100
WM
50101
CO
50102
CO
50103
WM
50104
WM
50105
CO
50106
CO
50107
WM
H YD
50108
FH
50109
RWL BOV
50110
RWV
50111
WV
50112
BOV
50113
WM
50114
CO
50115
CO
50116
WM
50117
WM
50221
WM
W W W W W W W W W W W W W W W W W W W W
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
W W W W W W W W W W W W W W W W
R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R
W
W
W
W
W
W
W
W
R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
W
W
W
W
W
W
W
W
W
PHASE 4
SEWER STUB
(1) 8" TEE
(3) 8" GV
(1) 6" TEE
(3) 6" GV
(1) 8" TEE
(3) 8" GV
(1) 6" TEE
(3) 6" GV
(1) 8" TEE
(3) 8" GV
(1) 6" TEE
(3) 6" GV
(1) 2" BOA
(1) 8" GV
(1) 2" BOA
(1) 6" GV
3/4" WM
(TYP)
4" CO (TYP)
3/4" WM
(TYP)
4" CO (TYP)
3/4" WM
(TYP)
4" CO (TYP)
FHA (TYP)
8" DIP
WATER LINE (TYP)
6" C900 PVC RECLAIMED
WATER LINE (TYP)
6" C900 PVC RECLAIMED
WATER LINE (TYP)
FHA (TYP)
FHA (TYP)
FEMA EFFECTIVE 100
YEAR FLOODPLAIN
DEER CROFT DRIVE
(55' PUBLIC ROW)
CA
R
O
V
A

B
E
N
D
(5
5
'

P
U
B
L
I
C

R
O
W
)
RE
D

B
R
U
S
H

W
A
Y
(5
1
'

P
U
B
L
I
C

R
O
W
)
LIGHT OAK WAY
(55' PUBLIC ROW)
CA
R
O
V
A

B
E
N
D
(5
5
'

P
U
B
L
I
C

R
O
W
)
SCMMAE
PDE
ALLEY 11
(25' ACCESS EASEMENT)
LE (TYP)
LE (TYP)
RETAINING WALL #1
WITH SAFETY RAILINGS
RETAINING WALL #2
WITH SAFETY RAILINGS
FHA (TYP)
8" DIP
WATER LINE (TYP)
8" DIP
WATER LINE (TYP)
8" DIP
WATER LINE (TYP)
6" C900 PVC RECLAIMED
WATER LINE (TYP)
LE (TYP)
PDE
DE
RETAINING WALL #9
SCM #9
PROPOSED LIGHT
POLE (TYP)
FEMA
EFFECTIVE
FUTURE
10' RETAINING
WALL EASEMENT
30' HOLLY SPRINGS
CAFE FEAR BUFFER
TOP OF BANK (TYP.)
20' PDE
10' RETAINING
WALL EASEMENT
20' DE
20' DE
FLOODWAY
FEMA EFFECTIVE 100
YEAR FLOODPLAIN
FEMA EFFECTIVE 100
YR
FUTURE 100 YR PER
APPROVED CLOMR
20' PDE
20' PDE
45° BEND
45° BEND
45° BEND
50069
CO
50072
CO
50073
CO
50076
CO
50078
CO
50080
CO
50083
CO
50156
CO
50157
CO
50160
CO
50161
CO
50168
CO
50169
CO
50172
CO
50174
CO
50175
CO
50178
CO
50179
CO
50182
CO
50183
CO
50186
CO
50187
CO
50190
CO
50191
CO
50194
CO
50195
CO
50198
CO
50199
CO
50202
CO
50203
CO
50206
CO
50207
CO
50210
CO
50211
CO
50214
CO
50215
CO 50218
CO
50220
CO
50222
CO
50223
CO
50225
CO
50228
CO
50229
CO
50232
CO
50233
CO
50235
CO
50285
50288
CO
50297
CO
50299
CO
50303
CO
50305
CO
50306
CO
50310
CO
50312
CO
50313
CO
50316
CO
50317
CO
50320
CO
S50244
MH334
S
S
50248
MH354
S
50250
MH97
S
50251
MH224
S
50255
MH96
S
50259
MH94
S
50260
MH95
S
50261
MH445
S
50262
MH93A
S
50292
MH92
S
50309
MH93
S
50321
MH332
HYD
50077
FH
50237
WV
50238
WV
50239
WV
50240
RWV
50241
RWV
50242
RWV
50243
WV
50249
WV
50252
RWV
50253
RWV 50254
RWV
50256
WV
50257
WV
50258
WV
50263
WV
50289
RWV
50290
RWV
50291
RWV
50293
WV
50294
WV
50295
WV
H Y D
50300
FH
50301
WV
H YD
50323
FH
50070 50071 50074
50079
WM
50081
WM
50082
WM
501475015050154
WM
50163
WM
50166
WM
50170501715017350176
50177
WM
50180
WM
50181
WM
50184
WM
50185
WM50188
WM
50189
WM
50192
WM
50193
WM
50196
WM
50197
WM50200
WM
50201
WM
50204
WM
50205
WM
50208
WM
50209
WM
50212
WM
50213
WM
50216
WM 50217
WM
50219
WM
50224
WM
50226
WM
50227
WM
50230
WM
50231
WM
50234
WM
50236
WM
50287
WM
50296
WM
50298
WM
50302
WM
50304
WM
50307
WM
50308
WM
50311
WM
50314
WM
50315
WM
50318
WM
50319
WM
MH 335 MH 334
MH 97
MH 354(0)
MH 224
MH 96
MH 332
MH 94
MH 95
MH 92
MH 93
MH 445
MH 93A
90°'
90°'
90°'
90°'89°'
90°'
90°'
180°'
90°'
Revisions
K:
\
1
9
\
1
9
-
0
3
7
0
\
1
9
0
3
7
2
.
2
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i
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a

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p
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s

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a
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1
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5
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2

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A
L
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I
S
O
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Sheet No.
Designer
Drawn By
Date
Job No.
Wi
t
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l
11
5

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A
02190372.20
02/27/2024
WR
WR
UT
I
L
I
T
Y

P
L
A
N
C3.7
GRAPHIC SCALE
1 inch = 30 ft.
30 0 15 30 60
SEE SHEET C3.5 FOR CONTINUATION
SEE SHEET C3.8 FOR CONTINUATION
EASEMENT ABBREVIATION LEGEND
UTILITY ABBREVIATION LEGEND
FHA FIRE HYDRANT ASSEMBLY
BOA BLOWOFF ASSEMBLY
GV GATE VALVE
RED REDUCER
DE DRAINAGE EASEMENT (PUBLIC)
GE GREENWAY EASEMENT (PUBLIC)
PDE PRIVATE DRAINAGE EASEMENT
PGE PRIVATE GREENWAY EASEMENT
PUE PUBLIC UTILITY EASEMENT
SCMMAE SCM MAINTENANCE AND ACCESS EASEMENT
SDTE SIGHT DISTANCE EASEMENT
STE STREET TREE EASEMENT
VWDE VARIABLE WIDTH DRAINAGE EASEMENT (PUBLIC)
LE LANDSCAPE EASEMENT
I certify that these as-builts are accurate and that each of the items listed on the Town’s “As-Built
Checklist” as contained in the Town of Holly Springs Engineering Design and Construction
Standards is provided on this set of as-built drawings (22 total sheets in this set). I certify that
all of the information provided is field-verified as-built information.
(Seal) ________________________________ ___________________
Signature Registered Land Surveyor Date
(Seal) ________________________________ ___________________
Signature by Professional Engineer Date
_____________________________________ ______________
Acceptance by Construction Inspector Date
N O R T H C A RO
L
I
N
A
C
U
R
TIS M . B L A Z I E R
PR O F E S SIO
N
A
L
E
NGI N E E R
SEAL
033840
N O R T H C A RO
LI
N
A
B
E
N
J
A
MIN E . D A Y T ON
PR O F E SSIO
N
A
L
L
A
N
D SU R V E Y ORSEAL
L-4390
RECORD DRAWING NOTES:
1.THIS RECORD DRAWING SET OF PLANS IS BASED ON FIELD SURVEY PREPARED BY
WITHERSRAVENEL. INFORMATION SHOWN HEREON IS COMPRISED OF EXISTING AND
PROPOSED CONDITIONS AS ORIGINALLY APPROVED BY THE TOWN OF HOLLY SPRINGS UNLESS
OTHERWISE NOTED.
2.THE SANITARY SEWER AND STORM SEWER ASSOCIATED WITH CAROLINA SPRINGS PHASE 1,
SECTION 4 HAVE BEEN PHYSICALLY SURVEYED AND THIS PLAN REPRESENTS, TO THE BEST OF
OUR KNOWLEDGE, THE HORIZONTAL AND VERTICAL LOCATIONS OF THESE UTILITIES.
3.THE WATERLINE INFORMATION SHOWN ON THESE PLANS IS FROM PERIODIC INSPECTIONS
CONDUCTED THROUGHOUT THE CONSTRUCTION PHASE OF THE PROJECT. WITHERSRAVENEL
MAKES NO GUARANTEE OF THE SURVEYED ACCURACY OF THE WATERLINE SHOWN.
4.WITHERSRAVENEL IS NOT HELD RESPONSIBLE FOR INACCURACIES IN PLANS DUE TO SKETCHES
OR OTHER INFORMATION RECEIVED FROM CONTRACTOR(S) THAT DO NOT ACCURATELY
REFLECT FINISHED CONSTRUCTION FIELD CONDITIONS.
5. IN STREETS AND UTILITIES LOCATED IN THE TRIASSIC BASIN AS SHOWN IN TOHS DETAIL HS356
(WHERE TRIASSIC SOILS ON COMPRESSIBLE MINIATURE TRIASSIC SEDIMENTARY ROCK-LIKE MATERIAL
EXISTS) THERE WILL BE CERTAIN SPECIAL CRITERIA REQUIRED FOR ROADWAY CONSTRUCTION.
THE FOLLOWING MINIMUMS WILL BE REQUIRED OF DEVELOPERS:
1.PRE-QUALIFIED GEO-TECHNICAL FIRM APPROVED BY THE TOWN MUST BE ON SITE FULL TIME
WHILE THE UTILITIES AND ROADWAYS ARE BEING CONSTRUCTED.
2.DOCUMENTATION OF MOISTURE CONTENT, COMPACTION, DENSITY, GEOGRID DESIGN CRITERIA,
ETC. MUST BE PROVIDED TO TOWN INSPECTOR.
3.ALL ROADWAYS WILL HAVE TO BE PROOF-ROLLED AT BOTH SUB GRADE AND STONE GRADE BY
TOWN INSPECTOR AS WELL.
4.THE STANDARD ROADWAY CROSS-SECTION WILL BE WOVEN GEO-FABRIC DESIGN CRITERIA HP 270
OR EQUAL ON ENTIRE ROAD (AND MUST BE APPROVED BY THE TOWN OF HOLLY SPRINGS), 7” ABC
STONE, WITH ASPHALT COMPLETED IN STAGED CONSTRUCTION OF 2.5” I-19 ASPHALT AND 1.5”
S9.5C IN STAGE ONE AND 1.5” S9.5C FINAL OVERLAY INITIAL ONE-YEAR WARRANTY WITH AN
ADDITIONAL YEAR EXTENSION STARTING AFTER FINAL OVERLAY SHALL BE REQUIRED FOR
ROADWAYS. FOR THE EXTENDED WARRANTY PERIOD, IT WILL BE REQUIRED TO POST A BOND, LOC,
OR CASH FOR 50% OF ACTUAL COST OF ROADWAY (STORM DRAINAGE, CURB & GUTTER,
SIDEWALK AND PAVEMENT).
5.WHERE MANHOLES ARE LOCATED IN STREETS IT WILL BE REQUIRED TO HAVE SUITABLE OFF-SITE
STRUCTURAL MATERIAL OR ABC STONE TO BACKFILL AROUND EXCAVATION OF MANHOLES UP TO
SUBGRADE.
6.AN ADDITIONAL FOOT OF STONE WILL BE REQUIRED 10' EITHER SIDE OF MANHOLE FOR ENTIRE
WIDTH OF ROADWAY.
ADDITIONAL MEASURES MAY BE DEEMED NECESSARY BY THE TOWN PENDING SEVERITY OF THE SOILS.
THE PAVEMENT THICKNESS OF ANY STREET SHALL, AT A MINIMUM, EQUAL THE DESIGN SHOWN IN THE
STANDARD DETAILS SECTION OF THESE STANDARDS FOR THE VARIOUS STREET WIDTHS.
APPROVED PAVEMENT DESIGN METHODS INCLUDE THOSE AS PROPOSED BY NCDOT, THE 1986 AASHTO
GUIDELINES AND THE 1981 ASPHALT INSTITUTE MS 1 DOCUMENT.
THE AASHTO METHOD WILL REQUIRE USE OF A TERMINAL SERVICEABILITY INDEX OF 2.0 FOR
COLLECTORS AND 2.5 FOR THOROUGHFARES, SO = 0.49 FOR FLEXIBLE PAVEMENT AND SO = 0.39 FOR
RIGID PAVEMENTS, AND A RELIABILITY OF 98% FOR THOROUGHFARES AND A RELIABILITY OF 95% FOR
COLLECTORS.
ALL STREETS MAINTAINED BY THE NCDOT MUST RECEIVE APPROVAL OF THE PAVEMENT DESIGN FROM
NCDOT PRIOR TO THE BEGINNING OF CONSTRUCTION. NORMAL CROWN FOR THE PAVEMENT SECTION
SHALL BE ¼”/FOOT, EXCEPT AS APPROVED FOR SUPERELEVATED CROSS-SECTIONS
DocuSign Envelope ID: 11D5A701-9CF9-4716-9385-62A36377DF26
3/7/2024
3/7/2024
169
171
145
146
147
181
182
183
177
178
179
180
172
173
174
175
176
184
272
288
273 274
166
278 279 280 281 282
275 276
284 285 286 287
271
185
149
148
144
143
283
277
312313314315316317318319320321322323324325
170
168
167
309
306
305
304
302
301
300
299
297
296
295
294
293
292
291
290
289
298
303
307
308
168°
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SSSSSSSS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SSSSSSSSSSSSSSSSSSSSSSSSSS
SS
SS
SS
SS
SS
SS
8"
P
V
C
8"

P
V
C
8"

P
V
C
8"

P
V
C
8" DIP
8"

P
V
C
8"
P
V
C
8" PVC
8" PVC
8"

P
V
C
8"

P
V
C
90°'
50118
CO
50119
CO
50120
WM
50121
WM 50122
CO 50123
CO
50124
WM
50125
WM
50126
CO 50127
CO
50128
WM
50129
WM 50130
CO
50131
CO50132
WM
50133
WM
50134
CO
50135
WM
50136
CO 50137
WM
50138
CO
50139
WM
50140
CO
50141
CO
50142
WM
50143
WM
50144
CO
50145
CO
50146
WM
50113
WM
50114
CO
50115
CO
50116
WM
50117
WM
162°
MH 213
W W W W W W W W W W W W W
R
R
R
R
R
R
R
R
R
R
R
W
W
W
R R R R R R R R R R R R R R R R R R R R R R R
W
W
W
W
W
W
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
W
W
W
W
W
W
W
W
W
W
W
W
SE
C
T
I
O
N

4
SE
C
T
I
O
N

2
TOP OF BANK (TYP.)
CA
R
O
L
I
N
A

S
P
R
I
N
G
S

B
O
U
L
E
V
A
R
D
(82
'

P
U
B
L
I
C

R
O
W
)
(1) 8" TEE
(3) 8" GV
(1) 6" TEE
(3) 6" GV
(1) 12" CROSS
(2) 12" GV &
(1) 8" TEE
(3) 8" GV
(1) 6" TEE
(3) 6" GV
3/4" WM
(TYP)
4" CO (TYP)
FHA (TYP)
8" DIP
WATER LINE (TYP)
6" C900 PVC RECLAIMED
WATER LINE (TYP)
8" DIP
WATER LINE (TYP)
6" C900 PVC RECLAIMED WATER
LINE (TYP)
FEMA EFFECTIVE 100
YEAR FLOODPLAIN
DEER CROFT DRIVE
(55' PUBLIC ROW)
CA
R
O
V
A

B
E
N
D
(5
5
'

P
U
B
L
I
C

R
O
W
)
VWDE
VWDE
VWDE
RE
D

B
R
U
S
H

W
A
Y
(5
1
'

P
U
B
L
I
C

R
O
W
)
BL
U
E

C
L
A
Y

L
A
N
E
(V
A
R
I
A
B
L
E

W
I
D
T
H

A
C
C
E
S
S

E
A
S
E
M
E
N
T
)
VWDE
ALLEY 1
(37' ACCESS EASEMENT)
PDE
ALLEY 11
(25' ACCESS EASEMENT)
LE (TYP)
LE (TYP)
30' HOLLY SPRINGS
CAPE FEAR BUFFER
8" DIP
WATER LINE (TYP)
WATER LINE (TYP)
6" C900 PVC RECLAIMED
WATER LINE (TYP)
6" C900 PVC RECLAIMED
WATER LINE (TYP)
LE (TYP)
PDE
FEMA
EFFECTIVE
FUTURE
FEMA EFFECTIVE
100 YEAR
20' DE
30' PUE
20' DE
20' DE
20' DE
FLOODWAY
FEMA EFFECTIVE 100
YR
FUTURE FW PER
APPROVED CLOMR
FEMA EFFECTIVE
FUTURE
FLOODWAY
FUTURE FW
PER APPROVED
CLOMR
FUTURE 100 YR PER
APPROVED CLOMR
50148
CO
50149
CO50152
CO
50153
CO
50156
CO
50157
CO
50160
CO
50161
CO
50164
CO
50165
CO
50168
CO
50169
CO
50172
CO
50174
CO
50175
CO
50266
CO
50268
CO
50270
CO
50272
CO
50274
CO
50276
CO
50278
CO
50280
CO
50282
CO
50284
CO
50285
CO
50288
CO
50297
CO
50299
CO
50303
CO
50305
CO
50306
CO
50310
CO
50312
CO
50313
CO
CO
S
50248
MH354
S
50259
MH94
S 50264
MH 90
S
50292
MH92
S
50309
MH93
S
50321
MH332
S
50322
MH 89
50237
WV
50238
WV
50239
WV
50240
RWV
50241
50242
RWV
50289
RWV
50290
RWV
50291
RWV
50293
WV
50294
WV
50295
WV
H YD
50300
FH
50301
WV
50147
WM
50150
WM50151
WM
50154
WM
50155
WM
50158
WM
50159
WM
50162
WM
50163
WM
50166
WM
50167
WM
50170
WM
50171
WM
50173
WM
50176
WM
50265
WM
50267
WM
50269
WM
50271
WM
50273
WM
50275
WM
50277
WM
50279
WM
50281
WM
50283
WM
50286
WM
50287
WM
50296
WM
50298
WM
50302
WM
50304
WM
50307
WM
50308
WM
50311
WM
50314
WM
50315
WM
MH 354(0)
MH 332
MH 94
MH 89
MH 90
MH 92
MH 93
90°'
90°'
180°'
166°'
90°'
Revisions
K:
\
1
9
\
1
9
-
0
3
7
0
\
1
9
0
3
7
2
.
2
0
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C
a
r
o
l
i
n
a

S
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g
s

P
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a
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e
s

1
-
5
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C
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\
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S
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B
U
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\
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4
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S
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E
E
T
S
\
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3
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0
-
3
.
1
2

U
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I
L
I
T
Y

P
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A
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S
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A
S
B

S
E
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T
I
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N

4
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-
Th
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s
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2
4

8
:
4
9
:
4
8

A
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,

A
L
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I
S
O
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Sheet No.
Designer
Drawn By
Date
Job No.
Wi
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s
R
a
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l
11
5

M
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D
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A
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CA
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I
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A

S
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S
P
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1

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C
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I
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02190372.20
02/27/2024
WR
WR
UT
I
L
I
T
Y

P
L
A
N
C3.8
GRAPHIC SCALE
1 inch = 30 ft.
30 0 15 30 60SEE SHEET C3.9 FOR CONTINUATION
SE
E

S
H
E
E
T

C
3
.
5

F
O
R

C
O
N
T
I
N
U
A
T
I
O
N
EASEMENT ABBREVIATION LEGEND
UTILITY ABBREVIATION LEGEND
FHA FIRE HYDRANT ASSEMBLY
BOA BLOWOFF ASSEMBLY
GV GATE VALVE
RED REDUCER
SEE SHEET C3.7 FOR CONTINUATION
DE DRAINAGE EASEMENT (PUBLIC)
GE GREENWAY EASEMENT (PUBLIC)
PDE PRIVATE DRAINAGE EASEMENT
PGE PRIVATE GREENWAY EASEMENT
PUE PUBLIC UTILITY EASEMENT
SCMMAE SCM MAINTENANCE AND ACCESS EASEMENT
SDTE SIGHT DISTANCE EASEMENT
STE STREET TREE EASEMENT
VWDE VARIABLE WIDTH DRAINAGE EASEMENT (PUBLIC)
LE LANDSCAPE EASEMENT
I certify that these as-builts are accurate and that each of the items listed on the Town’s “As-Built
Checklist” as contained in the Town of Holly Springs Engineering Design and Construction
Standards is provided on this set of as-built drawings (22 total sheets in this set). I certify that
all of the information provided is field-verified as-built information.
(Seal) ________________________________ ___________________
Signature Registered Land Surveyor Date
(Seal) ________________________________ ___________________
Signature by Professional Engineer Date
_____________________________________ ______________
Acceptance by Construction Inspector Date
N O R T H C A RO
LI
N
A
C
U
R
TIS M . B L A Z I E R
PR O F E SSIO
N
A
L
E
NGI N E E R
SEAL
033840
N O R T H C A RO
L
I
N
A
B
E
N
J
A
MIN E . D A Y T ON
PR O F E SSIO
N
A
L
L
A
N
D
SU R V E YO
R
SEAL
L-4390
RECORD DRAWING NOTES:
1.THIS RECORD DRAWING SET OF PLANS IS BASED ON FIELD SURVEY PREPARED BY
WITHERSRAVENEL. INFORMATION SHOWN HEREON IS COMPRISED OF EXISTING AND
PROPOSED CONDITIONS AS ORIGINALLY APPROVED BY THE TOWN OF HOLLY SPRINGS UNLESS
OTHERWISE NOTED.
2.THE SANITARY SEWER AND STORM SEWER ASSOCIATED WITH CAROLINA SPRINGS PHASE 1,
SECTION 4 HAVE BEEN PHYSICALLY SURVEYED AND THIS PLAN REPRESENTS, TO THE BEST OF
OUR KNOWLEDGE, THE HORIZONTAL AND VERTICAL LOCATIONS OF THESE UTILITIES.
3.THE WATERLINE INFORMATION SHOWN ON THESE PLANS IS FROM PERIODIC INSPECTIONS
CONDUCTED THROUGHOUT THE CONSTRUCTION PHASE OF THE PROJECT. WITHERSRAVENEL
MAKES NO GUARANTEE OF THE SURVEYED ACCURACY OF THE WATERLINE SHOWN.
4.WITHERSRAVENEL IS NOT HELD RESPONSIBLE FOR INACCURACIES IN PLANS DUE TO SKETCHES
OR OTHER INFORMATION RECEIVED FROM CONTRACTOR(S) THAT DO NOT ACCURATELY
REFLECT FINISHED CONSTRUCTION FIELD CONDITIONS.
5. IN STREETS AND UTILITIES LOCATED IN THE TRIASSIC BASIN AS SHOWN IN TOHS DETAIL HS356
(WHERE TRIASSIC SOILS ON COMPRESSIBLE MINIATURE TRIASSIC SEDIMENTARY ROCK-LIKE MATERIAL
EXISTS) THERE WILL BE CERTAIN SPECIAL CRITERIA REQUIRED FOR ROADWAY CONSTRUCTION.
THE FOLLOWING MINIMUMS WILL BE REQUIRED OF DEVELOPERS:
1.PRE-QUALIFIED GEO-TECHNICAL FIRM APPROVED BY THE TOWN MUST BE ON SITE FULL TIME
WHILE THE UTILITIES AND ROADWAYS ARE BEING CONSTRUCTED.
2.DOCUMENTATION OF MOISTURE CONTENT, COMPACTION, DENSITY, GEOGRID DESIGN CRITERIA,
ETC. MUST BE PROVIDED TO TOWN INSPECTOR.
3.ALL ROADWAYS WILL HAVE TO BE PROOF-ROLLED AT BOTH SUB GRADE AND STONE GRADE BY
TOWN INSPECTOR AS WELL.
4.THE STANDARD ROADWAY CROSS-SECTION WILL BE WOVEN GEO-FABRIC DESIGN CRITERIA HP 270
OR EQUAL ON ENTIRE ROAD (AND MUST BE APPROVED BY THE TOWN OF HOLLY SPRINGS), 7” ABC
STONE, WITH ASPHALT COMPLETED IN STAGED CONSTRUCTION OF 2.5” I-19 ASPHALT AND 1.5”
S9.5C IN STAGE ONE AND 1.5” S9.5C FINAL OVERLAY INITIAL ONE-YEAR WARRANTY WITH AN
ADDITIONAL YEAR EXTENSION STARTING AFTER FINAL OVERLAY SHALL BE REQUIRED FOR
ROADWAYS. FOR THE EXTENDED WARRANTY PERIOD, IT WILL BE REQUIRED TO POST A BOND, LOC,
OR CASH FOR 50% OF ACTUAL COST OF ROADWAY (STORM DRAINAGE, CURB & GUTTER,
SIDEWALK AND PAVEMENT).
5.WHERE MANHOLES ARE LOCATED IN STREETS IT WILL BE REQUIRED TO HAVE SUITABLE OFF-SITE
STRUCTURAL MATERIAL OR ABC STONE TO BACKFILL AROUND EXCAVATION OF MANHOLES UP TO
SUBGRADE.
6.AN ADDITIONAL FOOT OF STONE WILL BE REQUIRED 10' EITHER SIDE OF MANHOLE FOR ENTIRE
WIDTH OF ROADWAY.
ADDITIONAL MEASURES MAY BE DEEMED NECESSARY BY THE TOWN PENDING SEVERITY OF THE SOILS.
THE PAVEMENT THICKNESS OF ANY STREET SHALL, AT A MINIMUM, EQUAL THE DESIGN SHOWN IN THE
STANDARD DETAILS SECTION OF THESE STANDARDS FOR THE VARIOUS STREET WIDTHS.
APPROVED PAVEMENT DESIGN METHODS INCLUDE THOSE AS PROPOSED BY NCDOT, THE 1986 AASHTO
GUIDELINES AND THE 1981 ASPHALT INSTITUTE MS 1 DOCUMENT.
THE AASHTO METHOD WILL REQUIRE USE OF A TERMINAL SERVICEABILITY INDEX OF 2.0 FOR
COLLECTORS AND 2.5 FOR THOROUGHFARES, SO = 0.49 FOR FLEXIBLE PAVEMENT AND SO = 0.39 FOR
RIGID PAVEMENTS, AND A RELIABILITY OF 98% FOR THOROUGHFARES AND A RELIABILITY OF 95% FOR
COLLECTORS.
ALL STREETS MAINTAINED BY THE NCDOT MUST RECEIVE APPROVAL OF THE PAVEMENT DESIGN FROM
NCDOT PRIOR TO THE BEGINNING OF CONSTRUCTION. NORMAL CROWN FOR THE PAVEMENT SECTION
SHALL BE ¼”/FOOT, EXCEPT AS APPROVED FOR SUPERELEVATED CROSS-SECTIONS
NOT PART OF
THIS PHASE
DocuSign Envelope ID: 11D5A701-9CF9-4716-9385-62A36377DF26
3/7/2024
3/7/2024
W W W W W W W W W W W W
R R R R R R R R R R R
W W W W W W W W W W W W W W WRRRR
R
R R R
R R R R R R R R R R R R R R R R R R R
R
R
R
R
W W W W W W W W
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R R R R R R R R R R R R R R R R R R R R R R
W
R
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
WWWWWWWWWW
W
W
W
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R R R R R R R R R R R R R
W
W
R R R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
239
240
241
242
128123117
184
188 187189
238
204
190
375
357
383 382
373
379
361
193
262
194
263
195
264
196
251
259
267
191
252
260 268 269
198
254
270
202
255 256
422425426423424
231
215
230
214
229
221
213
101
228
220
212
100
227
219
211
99
218
210
98
217
97
232
224
216
223
378 377
358
404 405 406 407 408 410 411 412 413 414 419418417416
92
93
94
95
102
103
104
105
106
107
108
109
111
112
113
114
110
387
421
384
363
271
245 247 248 249
258
203
197 192
186
185
144
142
141
140
139
138137136135134132133130129127126125124119118116
96
226
415 420
143
120 121 122
131
250 253
246
225
222
390392393395396
OPEN SPACE
243
244
201 200 199
257 261 265 266
409
385389
394
401 400 399 398
381 380 376 374 372 371 370 369 368 367 366 365 364 362
360
359
115
206208207 205209
397402
391 388 386
403
430 427428429431435432433434436
SS
SS
SSSSSSSSSSSS
SS
S
S
SS
SS
SSSS CAROLINA SPRINGS BOULEVARD
(82' PUBLIC ROW)
ALLEY 1
(25' ACCESS EASEMENT)
NA
H
U
N
T
A

R
O
A
D
(55
'

P
U
B
L
I
C

R
O
W
)
ALL
E
Y

4
(25
'

A
C
C
E
S
S

E
A
S
E
M
E
N
T
)
(2
5
'

A
C
C
E
S
S

E
A
S
E
M
E
N
T
)
AL
L
E
Y

2
(2
5
'

A
C
C
E
S
S

E
A
S
E
M
E
N
T
)
DEERCROFT DRIVE
(55' PUBLIC ROW)
DEERCROFT DRIVE
(55' PUBLIC ROW)RE
D

B
R
U
S
H

W
A
Y
(5
1
'

P
U
B
L
I
C

R
O
W
)
CAROLINA SPRINGS BOULEVARD
(55' PUBLIC ROW)
NA
H
U
N
T
A

R
O
A
D
(5
5
'

P
U
B
L
I
C

R
O
W
)
AL
L
E
Y

4
(2
5
'

A
C
C
E
S
S

E
A
S
E
M
E
N
T
)
ALLEY 1
(25' ACCESS EASEMENT)
GO
O
S
E

N
E
S
T

C
O
V
E
(5
5
'

P
U
B
L
I
C

R
O
W
)
ALLEY 3
(25' ACCESS EASEMENT)
10'x8'
R
C
B
C
ALLEY 10
(25' ACCESS EASEMENT)
FES - 2050
JB - 2051
JB - 2052
JB - 2053
JB - 2054
JB - 2055
YI - 2056
RISER 8
FES 8
3
1
5
315
3
2
0
32
0
32
0
32
0
31231
331
4
31
4
316
31
6
317
31
7
318
318
3
1
8
318
319
319321321
3
2
0
3
1
8
3
1
9
3
2
1
321
31
0
SSSSSSSS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SSSSSSSS
SSSSSSSS
SS
SS
SS SS SS SS SS
SSSSSS
SS SS
SS
SS
SS
SS
DI - 1230
CB - 1203
ECB
ECB
ECB
ECB
ECB
ECB
ECB
ECB
ECB
ECB
ECB
ECB
ECB
ECB
ECB
ECB
ECB
ECB
ECB
ECB
ECB
ECB
ECB
ECB
ECB
ECB
ECC
ECC
ECB
ECB
ECB
ECB
ECB
ECB
ECB
ECB
ECB
ECB
ECB
ECB
ECB
ECB
ECB
ECB
ECB
ECB
ECB
ECB
ECB
ECB
ECB
ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB
ECB
ECB
ECB
ECB
ECB
ECB
ECB
ECBECBECBECBECBECBECBECBECBECBECBECBECBECBECBECBECBECBECBECBECBECBECB
ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB
ECB
ECB
ECB
ECB
ECB
ECB
ECBECBECBECBECBECBECBECBECBECBECBECBECBECBECBECBECBECBECB
ECBECBECBECBECBECBECBECBECBECBECB
ECBECBECBECBECB
ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB
ECAECAECAECAECAECAECAECAECAECAECA
ECB
ECB
ECAECAECAECAECAECAECA
ECB
100 YR BACKWATER
EASEMENT
ELEV. 312.04
EXISTING CLOGGED PIPE TO BE PUMPED
WITH FLOWABLE FILL AND ABANDONED
POND BUFFER
ECB
ECBECB
EXISTING POND
TO REMAIN
WETLANDS
(TYP)
SCM 8
WET DETENTION POND
PUBLIC 10' ASPHALT
MULTI-USE TRAIL (TYP)
PUBLIC 30' MULTI-USE
TRAIL EASEMENT (TYP)
TOP OF BANK
20' SCMMAE
WETLANDS (TYP)
PRIVATE 10' ASPHALT
MULTI-USE TRAIL (TYP)
PRIVATE 30' MULTI-USE
TRAIL EASEMENT (TYP)
20' PDE
20' PDE
20' PDE
20' PDE
30' DE
20' SCMMAE
VWDE
PUD BOUNDARY
PDE
20' PDE
20' DE
20' DE
VWDE
20' DE
30' HOLLY
SPRINGS
CAPE FEAR
BUFFER
VARIABLE
WIDTH
PUE
20' PDE
30' PDE
20' DE
20' DE
SWALE 11; SEE
NOTE ON LEFT SWALE 11; SEE
NOTE ON LEFT SWALE 10; SEE
NOTE ON LEFT SWALE 10; SEE
NOTE ON LEFT
ECB
ECB
RE
D

B
R
U
S
H

W
A
Y
(2
5
'

A
C
C
E
S
S

E
A
S
E
M
E
N
T
)
90012
CB826
217.89 LF
30" RCP
@ 0.51%
217.89 LF
30" RCP
@ 0.51%
120.00 LF
30" RCP
@ 0.86%
217.89 LF
30" RCP
@ 0.51%
DEERCROFT DRIVE
(55' PUBLIC ROW)
CB - 1218
RIM: 311.70'
INV. IN: 306.83' (CB - 1201)
INV. IN: 306.67' (CB - 1219)
INV. OUT: 305.99' (CB - 1206A)
30.86 LF
15" RCP
@ 1.75%
LE
L
A
N
D

C
R
E
S
T

D
R
I
V
E
(82
'

P
U
B
L
I
C

R
O
W
)
50325
CB963
50329
ADS966
50330
ADS967
50331
CB946
50335
CB936
50336
CB935
50337
CB979
50338
CB980
50352
CB831
50353
CB827
50354
CB833
50387
ADS 966A
179.10 LF
18" RCP
@ 2.68%
30.62 LF
15" RCP
@ 0.85%
30.99 LF
15" RCP
@ 0.59%
160.81 LF
15" RCP
@ 2.53%
30.77 LF
15" RCP
@ 1.01%198.17 LF
15" RCP
@ 4.41%
52.15 LF
15" RCP
@ 3.49%
86.72 LF
8" HDPE
@ 4.24%
21.01 LF
8" HDPE
@ 7.00%
113.99 LF
12" HDPE
@ 0.70%28.66 LF
18" RCP
@ 0.66%
CB - 826
RIM: 315.06'
INV. IN: 310.29' (CB - 827)
INV. IN: 309.92' (CB - 830)
INV. OUT: 309.86' (CB - 825)
CB - 827
RIM: 319.96'
INV. IN: 315.26' (CB - 831)
INV. OUT: 315.09' (CB - 826)
CB - 831
RIM: 320.11'
INV. OUT: 315.52' (CB - 827)
CB - 979
RIM: 320.10'
INV. OUT: 315.13' (CB - 980)
CB - 980
RIM: 319.96'
INV. IN: 314.95' (CB - 979)
INV. OUT: 314.69' (CB - 936)
CB - 936
RIM: 315.64'
INV. IN: 310.56' (CB - 935)
INV. IN: 310.63' (CB - 980)
INV. OUT: 310.44' (CB - 937)
CB - 935
RIM: 315.87'
INV. OUT: 310.87' (CB - 936)
CB - 946
RIM: 311.26'
INV. OUT: 305.92' (CB - 945)
ADS - 967
RIM: 312.91'
INV. OUT: 309.14' (ADS - 966)
ADS - 966A
RIM: 317.44'
INV. OUT: 306.93' (ADS - 966)
ADS - 966
RIM: 308.50'
INV. IN: 305.46' (ADS - 967)
INV. IN: 305.46' (ADS - 966A)
INV. OUT: 305.36' (ADS - 965)
DI - 964
RIM: 305.48'
INV. IN: 303.04' (ADS - 965)
INV. IN: 302.98' (CB - 969)
INV. OUT: 302.89' (CB - 963)
INV. IN: 302.18' (CB - 963)
INV. OUT: 302.03' (CB - 961)
CB - 963
RIM: 307.56'
INV. IN: 302.70' (DI - 964)
INV. OUT: 302.56' (CB - 962)
Revisions
K:
\
1
9
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1
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7
0
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1
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Sheet No.
Designer
Drawn By
Date
Job No.
Wi
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R
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5

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02190372.20
02/27/2024
WR
WR
1 inch = 50 ft.
50
GRAPHIC SCALE
0 25 50 100
ST
O
R
M

D
R
A
I
N
A
G
E

&
GR
A
D
I
N
G

P
L
A
N
C4.3SEE SHEET C4.2 FOR CONTINUATION
SE
E

S
H
E
E
T

C
4
.
4

F
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R

C
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I
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.
7

F
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N
EASEMENT ABBREVIATION LEGEND
DE DRAINAGE EASEMENT (PUBLIC)
GE GREENWAY EASEMENT (PUBLIC)
PDE PRIVATE DRAINAGE EASEMENT
PGE PRIVATE GREENWAY EASEMENT
PUE PUBLIC UTILITY EASEMENT
SCMMAE SCM MAINTENANCE AND ACCESS EASEMENT
SDTE SIGHT DISTANCE EASEMENT
STE STREET TREE EASEMENT
VWDE VARIABLE WIDTH DRAINAGE EASEMENT (PUBLIC)
LEGEND:
EXISTING WETLAND
TREE PRESERVATION AREA
30' TYPE B LANDSCAPE SCREEN - B-40
30' TYPE B LANDSCAPE SCREEN - B-75
30' TYPE B LANDSCAPE SCREEN - B-225
GRADING SPOT ELEVATION ABBREVIATION LEGEND
TC TOP OF CURB
GFE GARAGE FLOOR ELEVATION
TW TOP OF WALL
BW BOTTOM OF WALL
ECA DRAINAGE DIRECTED TOWARD FRONT OF BUILDING
ECB DRAINAGE DIRECTED TOWARD FRONT AND REAR OF BUILDING
ECC DRAINAGE DIRECTED TOWARD REAR OF BUILDING
SPILL CURB
(TYP.)
SPILL CURB
(TYP.)
SPILL CURB
(TYP.)
SPILL CURB
(TYP.)
SPILL CURB
(TYP.)
1
1
1 1
I certify that these as-builts are accurate and that each of the items listed on the Town’s “As-Built
Checklist” as contained in the Town of Holly Springs Engineering Design and Construction
Standards is provided on this set of as-built drawings (22 total sheets in this set). I certify that
all of the information provided is field-verified as-built information.
(Seal) ________________________________ ___________________
Signature Registered Land Surveyor Date
(Seal) ________________________________ ___________________
Signature by Professional Engineer Date
_____________________________________ ______________
Acceptance by Construction Inspector Date
N O R T H C A RO
LI
N
A
C
U
R
TIS M . B L A Z IE R
PR O F E S SIO
N
A
L
E
NGI N E E R
SEAL
033840
N O R T H C A RO
L
I
N
A
B
E
N
J
A
MIN E . D A Y T ON
PR O F E SSIO
N
A
L
L
A
N
D
SU R V E Y O
R
SEAL
L-4390
RECORD DRAWING NOTES:
1.THIS RECORD DRAWING SET OF PLANS IS BASED ON FIELD SURVEY PREPARED BY
WITHERSRAVENEL. INFORMATION SHOWN HEREON IS COMPRISED OF EXISTING AND
PROPOSED CONDITIONS AS ORIGINALLY APPROVED BY THE TOWN OF HOLLY SPRINGS UNLESS
OTHERWISE NOTED.
2.THE SANITARY SEWER AND STORM SEWER ASSOCIATED WITH CAROLINA SPRINGS PHASE 1,
SECTION 4 HAVE BEEN PHYSICALLY SURVEYED AND THIS PLAN REPRESENTS, TO THE BEST OF
OUR KNOWLEDGE, THE HORIZONTAL AND VERTICAL LOCATIONS OF THESE UTILITIES.
3.THE WATERLINE INFORMATION SHOWN ON THESE PLANS IS FROM PERIODIC INSPECTIONS
CONDUCTED THROUGHOUT THE CONSTRUCTION PHASE OF THE PROJECT. WITHERSRAVENEL
MAKES NO GUARANTEE OF THE SURVEYED ACCURACY OF THE WATERLINE SHOWN.
4.WITHERSRAVENEL IS NOT HELD RESPONSIBLE FOR INACCURACIES IN PLANS DUE TO SKETCHES
OR OTHER INFORMATION RECEIVED FROM CONTRACTOR(S) THAT DO NOT ACCURATELY
REFLECT FINISHED CONSTRUCTION FIELD CONDITIONS.
5. IN STREETS AND UTILITIES LOCATED IN THE TRIASSIC BASIN AS SHOWN IN TOHS DETAIL HS356
(WHERE TRIASSIC SOILS ON COMPRESSIBLE MINIATURE TRIASSIC SEDIMENTARY ROCK-LIKE MATERIAL
EXISTS) THERE WILL BE CERTAIN SPECIAL CRITERIA REQUIRED FOR ROADWAY CONSTRUCTION.
THE FOLLOWING MINIMUMS WILL BE REQUIRED OF DEVELOPERS:
1.PRE-QUALIFIED GEO-TECHNICAL FIRM APPROVED BY THE TOWN MUST BE ON SITE FULL TIME
WHILE THE UTILITIES AND ROADWAYS ARE BEING CONSTRUCTED.
2.DOCUMENTATION OF MOISTURE CONTENT, COMPACTION, DENSITY, GEOGRID DESIGN CRITERIA,
ETC. MUST BE PROVIDED TO TOWN INSPECTOR.
3.ALL ROADWAYS WILL HAVE TO BE PROOF-ROLLED AT BOTH SUB GRADE AND STONE GRADE BY
TOWN INSPECTOR AS WELL.
4.THE STANDARD ROADWAY CROSS-SECTION WILL BE WOVEN GEO-FABRIC DESIGN CRITERIA HP 270
OR EQUAL ON ENTIRE ROAD (AND MUST BE APPROVED BY THE TOWN OF HOLLY SPRINGS), 7” ABC
STONE, WITH ASPHALT COMPLETED IN STAGED CONSTRUCTION OF 2.5” I-19 ASPHALT AND 1.5”
S9.5C IN STAGE ONE AND 1.5” S9.5C FINAL OVERLAY INITIAL ONE-YEAR WARRANTY WITH AN
ADDITIONAL YEAR EXTENSION STARTING AFTER FINAL OVERLAY SHALL BE REQUIRED FOR
ROADWAYS. FOR THE EXTENDED WARRANTY PERIOD, IT WILL BE REQUIRED TO POST A BOND, LOC,
OR CASH FOR 50% OF ACTUAL COST OF ROADWAY (STORM DRAINAGE, CURB & GUTTER,
SIDEWALK AND PAVEMENT).
5.WHERE MANHOLES ARE LOCATED IN STREETS IT WILL BE REQUIRED TO HAVE SUITABLE OFF-SITE
STRUCTURAL MATERIAL OR ABC STONE TO BACKFILL AROUND EXCAVATION OF MANHOLES UP TO
SUBGRADE.
6.AN ADDITIONAL FOOT OF STONE WILL BE REQUIRED 10' EITHER SIDE OF MANHOLE FOR ENTIRE
WIDTH OF ROADWAY.
ADDITIONAL MEASURES MAY BE DEEMED NECESSARY BY THE TOWN PENDING SEVERITY OF THE SOILS.
THE PAVEMENT THICKNESS OF ANY STREET SHALL, AT A MINIMUM, EQUAL THE DESIGN SHOWN IN THE
STANDARD DETAILS SECTION OF THESE STANDARDS FOR THE VARIOUS STREET WIDTHS.
APPROVED PAVEMENT DESIGN METHODS INCLUDE THOSE AS PROPOSED BY NCDOT, THE 1986 AASHTO
GUIDELINES AND THE 1981 ASPHALT INSTITUTE MS 1 DOCUMENT.
THE AASHTO METHOD WILL REQUIRE USE OF A TERMINAL SERVICEABILITY INDEX OF 2.0 FOR
COLLECTORS AND 2.5 FOR THOROUGHFARES, SO = 0.49 FOR FLEXIBLE PAVEMENT AND SO = 0.39 FOR
RIGID PAVEMENTS, AND A RELIABILITY OF 98% FOR THOROUGHFARES AND A RELIABILITY OF 95% FOR
COLLECTORS.
ALL STREETS MAINTAINED BY THE NCDOT MUST RECEIVE APPROVAL OF THE PAVEMENT DESIGN FROM
NCDOT PRIOR TO THE BEGINNING OF CONSTRUCTION. NORMAL CROWN FOR THE PAVEMENT SECTION
SHALL BE ¼”/FOOT, EXCEPT AS APPROVED FOR SUPERELEVATED CROSS-SECTIONS
NOT PART OF
THIS PHASE
NOT PART OF
THIS PHASE
NOT PART OF
THIS PHASE
DocuSign Envelope ID: 11D5A701-9CF9-4716-9385-62A36377DF26
3/7/2024
3/7/2024
G
G
G
W W W W W W W W W W W W
R R R R R R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
W W W W W W W W W
W
W
W
R R R R R R R R R R R R R R R R R R R R R R
W
W
W
W
W
W
W
W
W
W
W
W
W
W
WWW
R R R R R R R R R R R R R R R R R R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
W
W
W
W
W
W
W
W
169
171
150
145
146
147
181
182
183
177
178
179
180
172
173
174
175
176
184
188 187189
272
288
273 274
190
346347
166
348
341342
350
343
351
344345
357
361
193
262
278
194
263
279
264
280 281 282
267
275
191
268
276
284
269
285
270
286 287
358
363
356
271
192
186
185
149
148
144
142
141
140
139
138137136135134132133
143
283277
326 327 328 329 330 331 332 333 334 335 336 337 338 339
312313314315316317318319320321322323324325
170
168
167
261 265 266
368 367 366 365 364 362
360
359
353 352 349
340
310
309
306
305
304
302
301
300
299
297
296
295
294
293
292
291
290
289
298
303
307
308
311
355 354
SS
SS
SS
SS
SS
SS
SS
SS
SS
SSSS
SS
SS
SSSSSSSSSSSS
SS
SS
SS
SS
SS
SS
SS
SSSS
CA
R
O
L
I
N
A

S
P
R
I
N
G
S

B
O
U
L
E
V
A
R
D
(82
'

P
U
B
L
I
C

R
O
W
)
CAROLINA SPRINGS BOULEVARD
(82' PUBLIC ROW)
DEERCROFT DRIVE
(55' PUBLIC ROW)
CA
R
O
V
A

B
E
N
D
(5
5
'

P
U
B
L
I
C

R
O
W
)
RE
D

B
R
U
S
H

W
A
Y
(5
1
'

P
U
B
L
I
C

R
O
W
)
LIGHT OAK WAY
(55' PUBLIC ROW)
CA
R
O
V
A

B
E
N
D
(5
5
'

P
U
B
L
I
C

R
O
W
)
CA
R
O
V
A

B
E
N
D
(5
5
'

P
U
B
L
I
C

R
O
W
)
ALLEY 1
(25' ACCESS EASEMENT)
AL
L
E
Y

7
(25
'

A
C
C
E
S
S

E
A
S
E
M
E
N
T
)
315
32
0
31231
331
4
31631
7318319
321
295
295
295
293
294
294
294
296
296
296
297
29
7
29
7
297
298
29
8
29
8
298
30
030
5
31
0
29
6
29
7
29
8
29
9
30
1
30
2
30
2
30
2
30
3
30
4
30
6
30
7
30
8
30
9
31
1
31
2
2
9
5
3
0
0
30
5
310
29
5
30
0
30
0
3
0
0
30
5
30
5
3
0
5
31
0
31
0
30
0
29
8
29
9
30
1
295
30030
5
29629
729829930130
230
3
30
4306
SSSSSSSSSSSSSSSSSSSS
SS
SS
SS
ECB ECB ECB ECB ECB ECB ECB ECB
ECB
ECB
ECB
ECB
ECB
ECB
ECB
ECB
ECBECBECBECBECBECBECBECB
ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB
ECB
ECB
ECB
ECB
ECB
ECB
ECBECBECBECBECB
ECB
ECB
ECB ECB ECB ECB ECBECB ECB ECB ECB ECB ECB ECB ECB
ECB
ECB
ECB
ECB
ECB
ECB
ECB
ECB
ECB
ECB
ECB
ECB
ECB
ECB
ECB
ECB
ECB
ECB
ECB
ECB
ECB
ECB
ECB
ECB
ECB
ECB
ECB
ECB
ECB
ECB
ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB
ECBECBECBECBECBECBECBECBECBECBECBECBECBECB
ECB ECB ECB ECB ECB ECB ECB ECB ECB
ECB ECB ECB ECB ECB
SS SS
SS
SS
DI - 914
ECB
ECB
ECB
ECB
ECB
ALLEY 11
(25' ACCESS EASEMENT)
100 YR BACKWATER
EASEMENT
ELEV. 285.77
TOP OF BERM
ELEV. 287.00
ECB
ECB
ECB
ECB
ECB
ECB
ECB
ECB
ECB
ECB
ECB
ECB
ECB ECB
ECB
TOP OF BANK (TYP.)
SCM 9
WET DETENTION
POND
FEMA
EFFECTIVE
100 YEAR
FLOODPLAIN
WETLANDS (TYP)
VWDE
SCMMAE
WETLANDS (TYP)
30' HOLLY SPRINGS
CAPE FEAR BUFFER
SCM #9
PROPOSED LIGHT
POLE (TYP)
FEMA
EFFECTIVE
FUTURE
FEMA EFFECTIVE
100 YEAR
30' HOLLY SPRINGS
CAFE FEAR BUFFER
TOP OF BANK (TYP.)
30' PUE
20' PDE
20' DE
20' DE
20' DE
20' DE
FLOODWAY
FEMA EFFECTIVE 100
YEAR FLOODPLAIN
FEMA
EFFECTIVE
100 YR
FUTURE FW
PER APPROVED
CLOMR
FEMA
EFFECTIVE
FUTURE
FLOODWAY
FUTURE FW
PER APPROVED
FUTURE 100 YR PER
APPROVED CLOMR
SWALE 10; SEE
NOTE ON LEFT
RE
D

B
R
U
S
H

W
A
Y
(2
5
'

A
C
C
E
S
S

E
A
S
E
M
E
N
T
)
LIGHT OAK WAY
(55' PUBLIC ROW)
50345
CB924 90188
CB922
90190
CB921
90191
CB931
90192
CB942
90196
CB903
90197
DI956
50322
CB961
50323
CB960
50324
CB962
50325
CB963
50326
DI964
50327
CB969
50328
ADS965
50329
ADS966
50330
ADS967
50331
CB946
50332
CB945
50333
CB944
50334
CB943
50335
CB936
50336
CB935
50337
CB979
50338
CB980
50344
CB923
50346
CB937
50347
CB934
50348
CB933
50349
CB938
50350
CB939
50351
CB932
50355
CB902A
50356
CB902
50360
CB952
50361
CB95150362
CB971
50363
CB959
50364
DI958
50366
JB2033
50367
FES957
50368
JB2032
50369
HW2031
50373
CB904
50375
CB905
50377
CB906
50381
DI954
50382
DI955
50383
DI947
50384
DI940
50385
DI929
50386
DI919
50387
ADS 966A
50388
YI 2034
30.99 LF
15" RCP
@ 0.59%
160.81 LF
15" RCP
@ 2.53%
30.77 LF
15" RCP
@ 1.01%198.17 LF
15" RCP
@ 4.41%
30.69 LF
15" RCP
@ 2.25%
123.56 LF
18" RCP
@ 4.42%
30.60 LF
15" RCP
@ 1.21%
137.48 LF
18" RCP
@ 4.87%
131.20 LF
18" RCP
@ 3.47%
CB - 922
RIM: 296.19'
INV. IN: 290.54' (CB - 923)
INV. IN: 287.11' (CB - 908)
INV. OUT: 286.96' (CB - 921)
123.73 LF
18" RCP
@ 3.64%
32.61 LF
15" RCP
@ 2.33%
46.10 LF
24" RCP
@ 5.31%
47.28 LF
15" RCP
@ 1.27%
131.16 LF
24" RCP
@ 4.93%
117.59 LF
18" RCP
@ 5.60%144.94 LF
18" RCP
@ 2.85%52.15 LF
15" RCP
@ 3.49%
86.72 LF
8" HDPE
@ 4.24%
21.01 LF
8" HDPE
@ 7.00%
113.99 LF
12" HDPE
@ 0.70%
91.21 LF
12" HDPE
@ 1.56%
24.37 LF
15" RCP
@ 1.27%
26.60 LF
18" RCP
@ 1.43%
28.66 LF
18" RCP
@ 0.66%
37.05 LF
18" RCP
@ 5.91%
27.18 LF
18" RCP
@ 0.63%
132.46 LF
18" RCP
@ 2.39%
24.59 LF
18" RCP
@ 1.38%
102.86 LF
18" RCP
@ 0.61%
92.04 LF
18" RCP
@ 0.86%
62.26 LF
30" RCP
@ 1.16%
46.72 LF
15" RCP
@ -213.08%
CB - 903
RIM: 291.28'
INV. IN: 282.28' (CB - 949)
INV. IN: 284.75' (DI - 954)
INV. OUT: 281.49' (DI - 956)
99.16 LF
15" RCP
@ 0.69%
CB - 952
RIM: 292.12'
INV. IN: 283.47' (CB - 953)
INV. IN: 286.71' (CB - 951)
INV. OUT: 282.89' (CB - 949)
123.42 LF
15" RCP
@ 3.20%
113.46 LF
15" RCP
@ 0.65%
127.15 LF
15" RCP
@ 0.74%
106.48 LF
15" RCP
@ 0.72%
149.12 LF
15" RCP
@ 1.19%
49.50 LF
15" RCP
@ 1.58%
DI - 956
RIM: 290.77'
INV. IN: 384.63' (CB - 902)
INV. IN: 280.96' (CB - 903)
INV. OUT: 280.79' (FES - 901)
252.05 LF
30" RCP
@ -39.16%
88.04 LF
30" RCP
@ 0.51%
CB - 942
RIM: 291.88'
INV. IN: 287.28' (CB - 904)
INV. IN: 286.46' (CB - 943)
INV. IN: 285.12' (CB - 931)
INV. OUT: 284.97' (CB - 953)
FES - 901
INV.:280.22
CB - 921
RIM: 295.52'
INV. IN: 288.58' (CB - 906)
INV. IN: 286.67' (CB - 922)
INV. OUT: 286.52' (CB - 931)
CB - 969
CB - 951
RIM: 295.97'
INV. OUT: 290.66' (CB - 952)
CB - 902
RIM: 289.07'
INV. IN: 285.23' (CB - 902A)
INV. OUT: 285.07' (DI - 956)
DI - 919
RIM: 294.24'
INV. OUT: 291.22' (DI - 929)
DI - 929
RIM: 293.89'
INV. IN: 290.48' (DI - 919)
INV. OUT: 290.33' (DI - 940)
DI - 940
RIM: 293.89'
INV. IN: 289.39' (DI - 929)
INV. OUT: 289.23' (DI - 947)
CB - 905
RIM: 294.25'
INV. OUT: 288.25' (CB - 931)
DI - 947
RIM: 292.63'
INV. IN: 288.46' (DI - 940)
INV. OUT: 288.30' (DI - 955)
DI - 954
RIM: 289.69'
INV. IN: 285.59' (DI - 955)
INV. OUT: 285.43' (CB - 903)
CB - 902A
RIM: 289.05'
INV. OUT: 285.31' (CB - 902)
DI - 955
RIM: 290.63'
INV. IN: 286.52' (DI - 947)
INV. OUT: 286.37' (DI - 954)
CB - 979
RIM: 320.10'
INV. OUT: 315.13' (CB - 980)
CB - 980
RIM: 319.96'
INV. IN: 314.95' (CB - 979)
INV. OUT: 314.69' (CB - 936)
CB - 936
RIM: 315.64'
INV. IN: 310.56' (CB - 935)
INV. IN: 310.63' (CB - 980)
INV. OUT: 310.44' (CB - 937)
CB - 935
RIM: 315.87'
INV. OUT: 310.87' (CB - 936)
CB - 937
RIM: 307.15'
INV. IN: 301.67' (CB - 934)
INV. IN: 301.71' (CB - 936)
INV. OUT: 301.39' (CB - 938)
CB - 934
RIM: 307.21'
INV. OUT: 302.36' (CB - 937)
CB - 938
RIM: 301.62'
INV. IN: 296.12' (CB - 933)
INV. IN: 295.93' (CB - 937)
INV. OUT: 295.78' (CB - 939)
CB - 933
RIM: 301.69'
INV. OUT: 296.49' (CB - 938)
CB - 924
RIM: 307.50'
INV. OUT: 302.12' (CB - 923)
CB - 923
RIM: 301.29'
INV. IN: 295.42' (CB - 924)
INV. OUT: 295.09' (CB - 922)
CB - 939
RIM: 296.06'
INV. IN: 291.28' (CB - 938)
INV. OUT: 291.04' (CB - 932)
CB - 932
RIM: 295.50'
INV. IN: 290.28' (CB - 939)
INV. OUT: 289.57' (CB - 931)
CB - 931
RIM: 292.59'
INV. IN: 287.89' (CB - 905)
INV. IN: 287.12' (CB - 932)
INV. IN: 285.79' (CB - 921)
INV. OUT: 285.66' (CB - 942)
CB - 904
RIM: 293.19'
INV. OUT: 287.88' (CB - 942)
CB - 942
RIM: 291.88'
INV. IN: 287.28' (CB - 904)
INV. IN: 286.46' (CB - 943)
INV. IN: 285.12' (CB - 931)
INV. OUT: 284.97' (CB - 953)
CB - 943
RIM: 299.02'
INV. IN: 293.36' (CB - 944)
INV. OUT: 292.92' (CB - 942)
CB - 944
RIM: 304.05'
INV. IN: 300.09' (CB - 945)
INV. OUT: 299.95' (CB - 943)
CB - 945
RIM: 309.46'
INV. IN: 304.10' (CB - 946)
INV. OUT: 304.22' (CB - 944)
CB - 946
RIM: 311.26'
INV. OUT: 305.92' (CB - 945)
ADS - 967
RIM: 312.91'
INV. OUT: 309.14' (ADS - 966)
ADS - 966A
RIM: 317.44'
INV. OUT: 306.93' (ADS - 966)
ADS - 966
RIM: 308.50'
INV. IN: 305.46' (ADS - 967)
INV. IN: 305.46' (ADS - 966A)
INV. OUT: 305.36' (ADS - 965)
ADS - 965
RIM: 307.28'
INV. IN: 304.56' (ADS - 966)
INV. OUT: 304.46' (DI - 964)
DI - 964
RIM: 305.48'
INV. IN: 303.04' (ADS - 965)
INV. IN: 302.98' (CB - 969)
INV. OUT: 302.89' (CB - 963)
CB - 969
RIM: 308.56'
INV. OUT: 303.29' (DI - 964)
CB - 962
RIM: 307.32'
INV. IN: 302.18' (CB - 963)
INV. OUT: 302.03' (CB - 961)
CB - 963
RIM: 307.56'
INV. IN: 302.70' (DI - 964)
INV. OUT: 302.56' (CB - 962)
CB - 961
RIM: 305.48'
INV. IN: 299.84' (CB - 962)
INV. OUT: 299.79' (CB - 960)
INV. OUT: 299.26' (CB - 971)
CB - 960
RIM: 305.85'
INV. IN: 299.62' (CB - 961)
CB - 971
RIM: 300.43'
INV. IN: 296.09' (CB - 961)
INV. OUT: 295.77' (CB - 959)
CB - 959
RIM: 300.48'
INV. IN: 295.43' (CB - 971)
INV. OUT: 295.22' (DI - 958)
DI - 958
RIM: 300.15'
INV. IN: 294.59' (CB - 959)
INV. OUT: 282.35' (FES - 957)
JB - 2033
RIM: 288.14'
INV. IN: 275.97' (YI - 2034)
INV. OUT: 275.80' (JB - 2032)
FES - 957
RIM: 283.35'
INV. IN: 281.56' (DI - 958)
YI - 2034
RIM: 284.20'
INV. OUT: 276.69' (JB - 2033)
JB - 2032
RIM: 387.04'
INV. IN: 374.49' (JB - 2033)
INV. OUT: 274.34' (HW - 2031)
HW - 2031
RIM: 277.18'
INV. IN: 273.89' (JB - 2032)
STORM STRUCTURE POINT TABLE
POINT #
50387
50328
50329
50330
90012
50353
50352
50354
50356
50355
90196
50373
50375
50377
90190
90188
50344
50345
90191
50351
50348
50347
50336
50335
50346
50349
50350
90192
50334
DESCRIPTION
ADS 966A
ADS965
ADS966
ADS967
CB826
CB827
CB831
CB833
CB902
CB902A
CB903
CB904
CB905
CB906
CB921
CB922
CB923
CB924
CB931
CB932
CB933
CB934
CB935
CB936
CB937
CB938
CB939
CB942
CB943
NORTHING
704661.9515
704774.6331
704660.7951
704574.0970
704523.4871
704518.3803
704548.9403
704399.5704
704930.0334
704931.4095
704839.5992
704662.7166
704555.6167
704429.7542
704429.9537
704392.5112
704396.0713
704400.1277
704556.8708
704523.0376
704526.9121
704530.4809
704536.3972
704505.6240
704499.7959
704496.3120
704492.6656
704663.3635
704665.5864
EASTING
2036696.9665
2036723.8217
2036717.9481
2036717.3536
2036190.8979
2036369.9210
2036371.7769
2036331.5820
2037328.7394
2037334.3660
2037300.5299
2037326.1847
2037322.8440
2037318.9270
2037288.2675
2037266.6401
2037135.4855
2036998.0609
2037292.3111
2037260.9920
2037125.6060
2037002.5938
2036804.1496
2036803.8408
2037001.9277
2037125.4380
2037249.1124
2037278.9105
2037147.7662
STORM STRUCTURE POINT TABLE
POINT #
50333
50332
50331
50361
50360
50363
50323
50322
50324
50325
50327
50362
50337
50338
50386
50385
50384
50383
50381
50382
90197
50364
50326
50367
50369
50368
50366
50388
DESCRIPTION
CB944
CB945
CB946
CB951
CB952
CB959
CB960
CB961
CB962
CB963
CB969
CB971
CB979
CB980
DI919
DI929
DI940
DI947
DI954
DI955
DI956
DI958
DI964
FES957
HW2031
JB2032
JB2033
YI 2034
NORTHING
704669.1139
704674.6107
704626.2968
704783.9995
704786.1330
704818.3124
704822.4839
704797.6824
704774.0311
704772.4136
704799.9860
704793.7275
704541.2417
704510.3204
704312.2703
704425.6864
704552.7746
704659.1916
704848.0950
704808.3132
704925.0208
704920.9333
704775.6149
704992.2494
704926.1987
704957.7044
704961.2276
705010.4758
EASTING
2037030.2277
2036885.3904
2036865.7681
2037147.9074
2037271.2630
2037031.4075
2036888.2721
2036898.5754
2036870.0557
2036843.5074
2036814.7504
2037030.9781
2036643.0312
2036643.0234
2037418.6602
2037421.8127
2037425.7577
2037429.4343
2037399.3210
2037428.7714
2037282.2858
2037035.9520
2036815.0246
2037094.0289
2037426.6971
2037344.4839
2037092.4622
2037054.3699
Revisions
K:
\
1
9
\
1
9
-
0
3
7
0
\
1
9
0
3
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Sheet No.
Designer
Drawn By
Date
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02190372.20
02/27/2024
WR
WR
1 inch = 50 ft.
50
GRAPHIC SCALE
0 25 50 100
GR
A
D
I
N
G

P
L
A
N
C4.4
SE
E

S
H
E
E
T

C
4
.
3

F
O
R

C
O
N
T
I
N
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A
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I
O
N
SEE SHEET C4.5 FOR CONTINUATION
EASEMENT ABBREVIATION LEGEND
DE DRAINAGE EASEMENT (PUBLIC)
GE GREENWAY EASEMENT (PUBLIC)
PDE PRIVATE DRAINAGE EASEMENT
PGE PRIVATE GREENWAY EASEMENT
PUE PUBLIC UTILITY EASEMENT
SCMMAE SCM MAINTENANCE AND ACCESS EASEMENT
SDTE SIGHT DISTANCE EASEMENT
STE STREET TREE EASEMENT
VWDE VARIABLE WIDTH DRAINAGE EASEMENT (PUBLIC)
LEGEND:
EXISTING WETLAND
TREE PRESERVATION AREA
30' TYPE B LANDSCAPE SCREEN - B-40
30' TYPE B LANDSCAPE SCREEN - B-75
30' TYPE B LANDSCAPE SCREEN - B-225
SWALE 8
V-DITCH
GRASSED
2% MI
N
.
3:1 MA
X
.
2%
M
I
N
.
3:1
M
A
X
.
10'
0.5' MIN.
1.5' MAX.
SWALE 9
V-DITCH
GRASSED
2% MI
N
.
3:1 MA
X
.
2%
M
I
N
.
3:1
M
A
X
.
10'
0.5' MIN.
1.5' MAX.
SWALE 7
V-DITCH
GRASSED
2% MI
N
.
3:1 MA
X
.
2%
M
I
N
.
3:1
M
A
X
.
10'
0.5' MIN.
1.5' MAX.
GRADING SPOT ELEVATION ABBREVIATION LEGEND
TC TOP OF CURB
GFE GARAGE FLOOR ELEVATION
TW TOP OF WALL
BW BOTTOM OF WALL
ECA DRAINAGE DIRECTED TOWARD FRONT OF BUILDING
ECB DRAINAGE DIRECTED TOWARD FRONT AND REAR OF BUILDING
ECC DRAINAGE DIRECTED TOWARD REAR OF BUILDING
SPILL CURB
(TYP.)
SPILL CURB
(TYP.)
SPILL CURB
(TYP.)
SPILL CURB
(TYP.)
SPILL CURB
(TYP.)
SPILL CURB
(TYP.)
SPILL CURB
(TYP.)
I certify that these as-builts are accurate and that each of the items listed on the Town’s “As-Built
Checklist” as contained in the Town of Holly Springs Engineering Design and Construction
Standards is provided on this set of as-built drawings (22 total sheets in this set). I certify that
all of the information provided is field-verified as-built information.
(Seal) ________________________________ ___________________
Signature Registered Land Surveyor Date
(Seal) ________________________________ ___________________
Signature by Professional Engineer Date
_____________________________________ ______________
Acceptance by Construction Inspector Date
N O R T H C A RO
L
I
N
A
C
U
R
TIS M . B L A Z I E R
PR O F E SSIO
N
A
L
E
NGI N E E R
SEAL
033840
N O R T H C A RO
L
I
N
A
B
E
N
J A
MIN E . D A Y T ON
PR O F E SSIO
N
A
L
L
A
N
D
SU R V E YO
R
SEAL
L-4390
RECORD DRAWING NOTES:
1.THIS RECORD DRAWING SET OF PLANS IS BASED ON FIELD SURVEY PREPARED BY
WITHERSRAVENEL. INFORMATION SHOWN HEREON IS COMPRISED OF EXISTING AND
PROPOSED CONDITIONS AS ORIGINALLY APPROVED BY THE TOWN OF HOLLY SPRINGS UNLESS
OTHERWISE NOTED.
2.THE SANITARY SEWER AND STORM SEWER ASSOCIATED WITH CAROLINA SPRINGS PHASE 1,
SECTION 4 HAVE BEEN PHYSICALLY SURVEYED AND THIS PLAN REPRESENTS, TO THE BEST OF
OUR KNOWLEDGE, THE HORIZONTAL AND VERTICAL LOCATIONS OF THESE UTILITIES.
3.THE WATERLINE INFORMATION SHOWN ON THESE PLANS IS FROM PERIODIC INSPECTIONS
CONDUCTED THROUGHOUT THE CONSTRUCTION PHASE OF THE PROJECT. WITHERSRAVENEL
MAKES NO GUARANTEE OF THE SURVEYED ACCURACY OF THE WATERLINE SHOWN.
4.WITHERSRAVENEL IS NOT HELD RESPONSIBLE FOR INACCURACIES IN PLANS DUE TO SKETCHES
OR OTHER INFORMATION RECEIVED FROM CONTRACTOR(S) THAT DO NOT ACCURATELY
REFLECT FINISHED CONSTRUCTION FIELD CONDITIONS.
5. IN STREETS AND UTILITIES LOCATED IN THE TRIASSIC BASIN AS SHOWN IN TOHS DETAIL HS356
(WHERE TRIASSIC SOILS ON COMPRESSIBLE MINIATURE TRIASSIC SEDIMENTARY ROCK-LIKE MATERIAL
EXISTS) THERE WILL BE CERTAIN SPECIAL CRITERIA REQUIRED FOR ROADWAY CONSTRUCTION.
THE FOLLOWING MINIMUMS WILL BE REQUIRED OF DEVELOPERS:
1.PRE-QUALIFIED GEO-TECHNICAL FIRM APPROVED BY THE TOWN MUST BE ON SITE FULL TIME
WHILE THE UTILITIES AND ROADWAYS ARE BEING CONSTRUCTED.
2.DOCUMENTATION OF MOISTURE CONTENT, COMPACTION, DENSITY, GEOGRID DESIGN CRITERIA,
ETC. MUST BE PROVIDED TO TOWN INSPECTOR.
3.ALL ROADWAYS WILL HAVE TO BE PROOF-ROLLED AT BOTH SUB GRADE AND STONE GRADE BY
TOWN INSPECTOR AS WELL.
4.THE STANDARD ROADWAY CROSS-SECTION WILL BE WOVEN GEO-FABRIC DESIGN CRITERIA HP 270
OR EQUAL ON ENTIRE ROAD (AND MUST BE APPROVED BY THE TOWN OF HOLLY SPRINGS), 7” ABC
STONE, WITH ASPHALT COMPLETED IN STAGED CONSTRUCTION OF 2.5” I-19 ASPHALT AND 1.5”
S9.5C IN STAGE ONE AND 1.5” S9.5C FINAL OVERLAY INITIAL ONE-YEAR WARRANTY WITH AN
ADDITIONAL YEAR EXTENSION STARTING AFTER FINAL OVERLAY SHALL BE REQUIRED FOR
ROADWAYS. FOR THE EXTENDED WARRANTY PERIOD, IT WILL BE REQUIRED TO POST A BOND, LOC,
OR CASH FOR 50% OF ACTUAL COST OF ROADWAY (STORM DRAINAGE, CURB & GUTTER,
SIDEWALK AND PAVEMENT).
5.WHERE MANHOLES ARE LOCATED IN STREETS IT WILL BE REQUIRED TO HAVE SUITABLE OFF-SITE
STRUCTURAL MATERIAL OR ABC STONE TO BACKFILL AROUND EXCAVATION OF MANHOLES UP TO
SUBGRADE.
6.AN ADDITIONAL FOOT OF STONE WILL BE REQUIRED 10' EITHER SIDE OF MANHOLE FOR ENTIRE
WIDTH OF ROADWAY.
ADDITIONAL MEASURES MAY BE DEEMED NECESSARY BY THE TOWN PENDING SEVERITY OF THE SOILS.
THE PAVEMENT THICKNESS OF ANY STREET SHALL, AT A MINIMUM, EQUAL THE DESIGN SHOWN IN THE
STANDARD DETAILS SECTION OF THESE STANDARDS FOR THE VARIOUS STREET WIDTHS.
APPROVED PAVEMENT DESIGN METHODS INCLUDE THOSE AS PROPOSED BY NCDOT, THE 1986 AASHTO
GUIDELINES AND THE 1981 ASPHALT INSTITUTE MS 1 DOCUMENT.
THE AASHTO METHOD WILL REQUIRE USE OF A TERMINAL SERVICEABILITY INDEX OF 2.0 FOR
COLLECTORS AND 2.5 FOR THOROUGHFARES, SO = 0.49 FOR FLEXIBLE PAVEMENT AND SO = 0.39 FOR
RIGID PAVEMENTS, AND A RELIABILITY OF 98% FOR THOROUGHFARES AND A RELIABILITY OF 95% FOR
COLLECTORS.
ALL STREETS MAINTAINED BY THE NCDOT MUST RECEIVE APPROVAL OF THE PAVEMENT DESIGN FROM
NCDOT PRIOR TO THE BEGINNING OF CONSTRUCTION. NORMAL CROWN FOR THE PAVEMENT SECTION
SHALL BE ¼”/FOOT, EXCEPT AS APPROVED FOR SUPERELEVATED CROSS-SECTIONS
DocuSign Envelope ID: 11D5A701-9CF9-4716-9385-62A36377DF26
3/7/2024
3/7/2024
STREET C
265
270
275
280
285
290
295
300
305
310
315
320
265
270
275
280
285
290
295
300
305
310
315
320
24+50
29
9
.
2
4
30
1
.
9
0
25+00
30
1
.
4
2
30
2
.
9
0
25+50
30
4
.
0
8
30
3
.
9
0
26+00
30
6
.
5
0
30
4
.
9
0
26+50
30
6
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3
7
30
5
.
9
0
27+00
30
6
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3
0
30
6
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5
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27+50
30
4
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4
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LVC: 75.00'
AD: -3.01
K: 24.9
PVI EL: 297.57'
PVI STA: 37+99.83
HIGH PT EL: 297.32'
HIGH PT STA: 38+12.38
ST
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:

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1
9
'
DESIGN SPEED: 30 MPH
LVC: 75.00'
AD: -5.00
K: 15.0
PVI EL: 307.01'
PVI STA: 27+05.60
HIGH PT EL: 306.56'
HIGH PT STA: 26+98.08
ST
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:

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DESIGN SPEED: 30 MPH
LVC: 75.00'
AD: -3.00
K: 25.0
PVI EL: 296.39'
PVI STA: 34+89.86
HIGH PT EL: 296.14'
HIGH PT STA: 34+77.40
ST
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3
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4
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DESIGN SPEED: 30 MPH
LVC: 215.00'
AD: 4.01
K: 53.7
PVI EL: 293.15'
PVI STA: 31+66.90
LOW PT EL: 293.96'
LOW PT STA: 32+20.59
ST
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:

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EL
:

2
9
6
.
3
8
'
ST
A
:

3
2
+
7
4
.
4
0
EL
:

2
9
4
.
2
3
'
106.71' 8" P
V
C
@ 2.03%
102.03' 8" P
V
C
@ 2.08%
(
4
'

D
I
A
)
MH

3
6
1
ST
A
:

2
5
+
6
6
.
7
5
RI
M
:

3
0
4
.
0
1
IN
V
.

I
N
:

2
9
4
.
2
6
IN
V
.

O
U
T
:

2
9
4
.
0
6
(
M
H

3
6
2
)
(
M
H

3
6
0
)
(
4
'

D
I
A
)
MH

3
6
2
ST
A
:

2
6
+
7
3
.
5
5
RI
M
:

3
0
6
.
2
0
IN
V
.

O
U
T
:

2
9
6
.
4
3
(
M
H

3
6
1
)
(
4
'

D
I
A
)
MH

3
6
0
ST
A
:

2
4
+
6
4
.
6
4
RI
M
:

3
0
2
.
0
0
IN
V
.

I
N
:

2
9
1
.
9
4
IN
V
.

O
U
T
:

2
9
1
.
7
4
(
M
H

3
6
1
)
(
M
H

3
5
9
)
CB

-

9
1
3
ST
A
:

3
6
+
6
6
.
8
7
,

1
5
.
4
0
'

R
CB

-

9
1
2
ST
A
:

3
6
+
6
6
.
5
5
,

1
5
.
2
6
'

L
CB

-

9
0
7
ST
A
:

3
9
+
1
9
.
1
3
,

1
5
.
6
4
'

R
CB

-

9
0
8
ST
A
:

3
9
+
1
9
.
8
7
,

1
5
.
4
5
'

L
1.5'
MIN.
1.5'
MIN.
1.5' MIN.
36" RCP
15" RCP
15" RCP
CB

-

7
1
8
ST
A
:

2
3
+
0
7
.
7
0
,

1
4
8
.
0
7

R
CB

-

7
1
7
A
ST
A
:

2
9
+
1
8
.
1
5
,

1
5
.
5
0
'

R
CB

-

7
1
7
ST
A
:

2
3
+
0
3
.
4
8
,

4
2
.
4
7

R
CB

-

7
0
4
ST
A
:

3
0
+
0
1
.
8
1
,

-
1
5
.
5
7

L
CB

-

7
0
2
ST
A
:

3
0
+
4
3
.
4
7
,

1
5
.
4
2
'

R
CB

-

7
0
3
ST
A
:

3
0
+
4
6
.
9
0
,

1
5
.
5
3
'

L
CB

-

8
6
7
ST
A
:

3
2
+
1
9
.
1
4
,

1
5
.
1
1
'

L
CB

-

8
7
9
ST
A
:

3
2
+
2
1
.
3
0
,

1
5
.
4
1
'

R
CB

-

8
6
8
ST
A
:

3
2
+
2
6
.
2
2
,

1
4
.
9
1
'

L
CB

-

8
8
0
ST
A
:

3
2
+
2
8
.
3
4
,

1
5
.
4
6
'

R
EXISTING GRADE
PROPOSED GRADE
6"x6" TEE WITH (3)
6" GATE VALVES
FIRE HYDRANT
ASSEMBLY
FIRE HYDRANT
ASSEMBLY
12"x12" WITH (2) 12" GATE
VALVES, (2) 12"x8"
REDUCERS, AND (2) 8"
GATE VALVES6"x6"x6"x6" CROSS WITH
(4) 6" GATE VALVES
8" DIXIE GAS LINE
2' MIN.
12" DIP
WATER MAIN
6" C900 PVC RECLAIM
WATERLINE
2' MIN.
2' MIN.
2' MIN.
2' MIN.
2.0' MIN.
3' MIN.
50LF OF 24" DIA. STEEL CASING ON 12"
DIP WATER MAIN AND 12-3/4" DIA. STEEL
CASING ON 6" C900 PVC RECLAIM
WATER, INSTALLED BY OPEN CUT AND
PER GAS ENCROACHMENT
2' MIN.
2' MIN.
6"x6" TEE WITH (3)
6" GATE VALVES
12"x8" TEE
WITH (2) 12"
GATE VALVES
AND (1) 8"
GATE VALVE
12"x8" TEE WITH (2)
12" GATE VALVES
AND (1) 8" GATE
VALVE
6" C900 PVC RECLAIM
WATERLINE
6" C900 PVC RECLAIM
WATERLINE
CB

-

8
7
0
ST
A
:

3
5
+
1
6
.
0
9
,

1
5
.
4
8
'

L
CB

-

8
7
1
ST
A
:

3
5
+
6
5
.
1
5
,

1
5
.
5
1
'

L
CB

-

8
7
4
ST
A
:

3
5
+
6
5
.
0
9
,

1
5
.
8
2
'

R
15" RCP
15" RCP
30"
R
C
P
18" RCP
ST
A
:

3
9
+
7
7
.
7
5

S
T
R
E
E
T

C

=
EL
:

2
9
5
.
7
9
'
ST
A
:

2
6
+
9
0
.
5
3

A
L
L
E
Y

1
12" DIP
WATER MAIN
8" DIP WATER
MAIN
12" DIP
WATER MAIN
TEMPORARY
6" GV
2" BOA
TEMPORARY
8" GV
2" BOA
30
2
.
1
6
'
30
4
.
2
1
'
30
6
.
3
5
'
29
9
.
3
3
'
29
4
.
1
0
'
29
5
.
9
8
'
29
4
.
5
7
29
7
.
3
1
'
29
6
.
6
9
'
29
2
.
1
5
'
29
1
.
9
5
'
29
4
.
3
9
'
29
4
.
1
9
'
29
6
.
5
1
'
28
3
.
5
0
'
28
2
.
5
0
'
27
5
.
9
5
'
27
5
.
7
6
'
27
7
.
0
1
'
27
6
.
8
1
'
101.97' 8" PV
C

@

2
.
0
0
%
106.03' 8" PV
C

@

2
.
0
0
%
190.00' 8" PVC @ 0.45%
27
8
.
7
6
27
7
.
9
6
27
7
.
7
6
27
9
.
0
3
27
8
.
8
3
27
9
.
5
8
27
9
.
3
8
166.12' 8" PVC @ 0.48%
192.79' 8" PVC @ 0.50%
78.70' 8" PVC @ 0.45%
169
171
150
151
152
145
146
154
147
181
182
183
177
178
179
180
172
173
174
175
176
184
272
288
273
274
166
278
279
280
281
282
275
276
284
285
286
287
18
19
20
22
23
46
45
271
185
155
153
149
148
144
283
277
317
318
319
320
321
322
323
324
325
21
24
25
26
27
170
168
167
302301300299
160
159
156
161
164
163
165
62
158
157
162
25+00
26+0
0
27+00
28+00
29+00
30+00
31+00
32+
0
0
3
3
+
0
0
3
4
+
0
0
35+0
0
36+0
0
37+0
0
38+
0
0
39+00
40+00
41+00
P
C
:

2
4
+
8
3
.
9
6
P
T
:

2
5
+
6
9
.
1
4
P
C
:

2
6
+
4
2
.
8
2
P
T
:

2
7
+
1
7
.
3
3
P
C
:

2
8
+
2
2
.
7
0
P
T
:

2
8
+
8
0
.
0
6
P
C
:

3
0
+
6
4
.
9
5
PT:
3
2
+
5
3
.
4
2
PC:

3
4
+
1
1
.
2
5
PT
:

3
4
+
8
8
.
2
4
PC
:

3
8
+
0
3
.
9
8
P
T
:

3
9
+
0
3
.
4
3
SS
SS
SS
S
S
S
S
S
S
SS
SS
SS
SS SS
SS
SS
S
S
S
S
S
S
S
S
SS
SS
SS
SS
SS
SS
SS
SS
SS
CB - 718
CB - 717
CB - 705
CB - 702
DI - 718A
CB - 706
CB - 704
CB - 703
CB - 714
FES - 701
(1) 12" CROSS
(2) 12" GV
(2)12" X 8" RED.
(2) 8" GV
(1) 6" CROSS
(4) 6" GV
(1) 12" X 8" TEE
12" GV & (1) 8" GV
(1) 6" TEE
(3) 6" GV
(1) 6" TEE
(3) 6" GV
(1) 12"X8" TEE
(2) 12" GV
(1) 8" GV
1" WM
(TYP)
4" CO (TYP)
FHA
(TYP)
FHA (TYP)
LE (TYP)
LANDSCAPE
EASEMENT
(TYP)
SEWER LEG;
SEE C6.26 FOR PROFILE
SEWER LEG;
SEE C6.27 FOR PROFILE
30' HOLLY SPRINGS
CAPE FEAR BUFFER
CB - 717A
RISER 7
FES 8
FES 7 S
S
S
S
S
S
S
S
S
S
S
S
SS
SS
SS
60
"

R
C
P
2
4
+
0
0
2
5
+
0
0
2
6
+
0
0
2
7
+
0
0
23
+
0
0
24
+
0
0
25
+
0
0
26
+
0
0
27
+
0
0
28
+
0
0
PT:
2
3
+
2
1
.
6
0
2
2
+
0
0
2
3
+
0
0
2
3
+
7
1
.
6
2
EP: 23+71.62
POCKET
PARK 2
3
1
0
290
295
30
0
30
5
295
290
295
290285
2
9
5
295
290
2
8
5
2
8
0
29
5
2
9
0
2
9
5
3
0
0
295
295295
2
9
5
2
8
5
2
8
0
2
7
5
27
0
280
285
290
295
300
305
300
295
290
285
280
275
305
305
300
2
9
5
30
5
310
CB - 609A
CB - 609
DI - 627
DI - 619
PROPOSED 6" C900 PVC
RECLAIMED WATER LINE (TYP)
PROPOSED 12" DIP
WATER LINE (TYP)
295
297
R
W
W
W
W
W
W
W
W
R
R
R
R
R
R
R
R
R
R
G
G
G
G
G
G
G
G
G
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
W
W
W
W
W
W
W
R
R
R
R
R
R
R
R
R
R
R
R
R
R
RR
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R R
R
R
R
R
R
R R R R
R
R
R
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
WW
W
W
W
W
W
W
W
W
W
W
W
W
W
W
RRRRRRRRRR
R
R
R
R
R
R
W
W
W
W
W
MH 213
MH 200
MH 89MH 89
MH 87A
MH 92
MH 87MH 87
MH 86
MH 85AMH 85
MH 82MH 82
MH 84MH 84
MH 90
MH 360
MH 361
MH 362
MH 332
CB - 854
CB - 872
CB - 857
CB - 874
CB - 855
FES - 865 FES - 853
DI - 881
CB - 879 CB - 880
CB - 867
DI - 866 CB - 859
DI - 856
CB - 855CB - 854
CB - 857
CB - 870
CB - 871
DI - 866
CB - 880
CB - 868
DI - 881
ADS - 882
FES - 853FES - 865
CB - 878
CB - 862
CB - 863
CB - 873 LANDSCAPE
EASEMENT
(TYP)
CB - 937
CB - 924
CB - 934
CB - 918
CB - 916
CB - 923
CB - 938
CB - 933
CB - 910
CB - 911
CB - 908
CB - 922
CB - 906
CB - 921
CB - 912
DI - 914
CB - 917
CB - 913
CB - 932
CB - 939
CB - 907
SE
C
T
I
O
N

2
SE
C
T
I
O
N

4
SE
C
T
I
O
N

2
SE
C
T
I
O
N

1
A
SCM 7
CONSTRUCTED WETLANDS5
0
'

D
I
X
I
E

P
I
P
E
L
I
N
E

C
O
M
P
A
N
Y

R
/
W
D
B

2
7
5
8
,

P
G
.

6
4
3
6" C900 PVC
RECLAIMED WATER LINE (TYP)
8" DIP
WATER LINE (TYP)
(1) 8" TEE
(3) 8" GV
Revisions
K:
\
1
9
\
1
9
-
0
3
7
0
\
1
9
0
3
7
2
.
2
0
-
C
a
r
o
l
i
n
a

S
p
r
i
n
g
s

P
h
a
s
e
s

1
-
5
\
C
A
D
\
A
S
-
B
U
I
L
T
\
S
e
c
t
i
o
n

4
\
S
H
E
E
T
S
\
C
6
.
1
-
C
6
.
1
4

P
L
A
N

A
N
D

P
R
O
F
I
L
E
S
_
A
S
B

S
E
C
T
I
O
N

4
.
d
w
g
-
Th
u
r
s
d
a
y
,

M
a
r
c
h

7
,

2
0
2
4

8
:
5
6
:
5
2

A
M
-

SM
I
T
H
,

A
L
L
I
S
O
N
Sheet No.
Designer
Drawn By
Date
Job No.
Wi
t
h
e
r
s
R
a
v
e
n
e
l
11
5

M
a
c
K
e
n
a
n

D
r
i
v
e

| C
a
r
y
,

N
C

2
7
5
1
1

| t
:

9
1
9
.
4
6
9
.
3
3
4
0

| l
i
c
e
n
s
e

#
:

F
-
1
4
7
9

| w
w
w
.
w
i
t
h
e
r
s
r
a
v
e
n
e
l
.
c
o
m
$n
g
i
n
e
e
r
s

[ /
K
a
n
n
e
r
s

[ S
T
r
v
e
y
o
r
s
R
E
C
O
R
D

D
R
A
W
I
N
G
S
CA
R
O
L
I
N
A

S
P
R
I
N
G
S
P
H
A
S
E

1

S
E
C
T
I
O
N

4
HO
L
L
Y

S
P
R
I
N
G
S
,

N
O
R
T
H

C
A
R
O
L
I
N
A
02190372.20
02/27/2024
WR
WR
1 inch = 50 ft.
50
GRAPHIC SCALE
0 25 50 100
SCALE:
1" = 50' HORIZ.
1" = 5' VERT.
CA
R
O
L
I
N
A

S
P
R
I
N
G
S

B
O
U
L
E
V
A
R
D
(8
2
'

P
U
B
L
I
C

R
O
W
)
C
A
R
O
V
A

B
E
N
D
(5
5
'

P
U
B
L
I
C

R
O
W
)
CAROVA BEND
(55' PUBLIC RO
W
)
CA
R
O
V
A

B
E
N
D

P
L
A
N

A
N
D
PR
O
F
I
L
E
C6.6
AL
L
E
Y

3
(2
5
'

A
C
C
E
S
S

E
A
S
E
M
E
N
T
)
D
E
E
R
C
R
O
F
T

D
R
I
V
E
(
5
5
'

P
U
B
L
I
C

R
O
W
)
CA
R
O
L
I
N
A

S
P
R
I
N
G
S

B
O
U
L
E
V
A
R
D
(8
2
'

P
U
B
L
I
C

R
O
W
)
A
L
L
E
Y

1
0
(
2
5
'

A
C
C
E
S
S
E
A
S
E
M
E
N
T
)
C
A
L
V
A
N
D
E
R

L
A
N
E
(
5
5
'

P
U
B
L
I
C

R
O
W
)
AL
L
E
Y

7
(2
5
'

A
C
C
E
S
S

E
A
S
E
M
E
N
T
)
A
L
L
E
Y

1
(
2
5
'

A
C
C
E
S
S

E
A
S
E
M
E
N
T
)
CAR
O
V
A

B
E
N
D
(55'
P
U
B
L
I
C

R
O
W
)
CAROVA BEND
NOT PART OF
THIS PHASE
I certify that these as-builts are accurate and that each of the items listed on the Town’s “As-Built
Checklist” as contained in the Town of Holly Springs Engineering Design and Construction
Standards is provided on this set of as-built drawings (22 total sheets in this set). I certify that
all of the information provided is field-verified as-built information.
(Seal) ________________________________ ___________________
Signature Registered Land Surveyor Date
(Seal) ________________________________ ___________________
Signature by Professional Engineer Date
_____________________________________ ______________
Acceptance by Construction Inspector Date
N O R T H C A RO
L
I
N
A
C
U
R
TIS M . B L A Z I E R
PR O F E SSIO
N
A
L
E
NG I N E E R
SEAL
033840
N O R T H C A RO
L
I
N
A
B
E
N
J
A
MIN E . D A Y T ON
PR O F E SSIO
N
A
L
L
A
N
D
SU R V E YO
R
SEAL
L-4390
RECORD DRAWING NOTES:
1.THIS RECORD DRAWING SET OF PLANS IS BASED ON FIELD SURVEY PREPARED BY
WITHERSRAVENEL. INFORMATION SHOWN HEREON IS COMPRISED OF EXISTING AND
PROPOSED CONDITIONS AS ORIGINALLY APPROVED BY THE TOWN OF HOLLY SPRINGS UNLESS
OTHERWISE NOTED.
2.THE SANITARY SEWER AND STORM SEWER ASSOCIATED WITH CAROLINA SPRINGS PHASE 1,
SECTION 4 HAVE BEEN PHYSICALLY SURVEYED AND THIS PLAN REPRESENTS, TO THE BEST OF
OUR KNOWLEDGE, THE HORIZONTAL AND VERTICAL LOCATIONS OF THESE UTILITIES.
3.THE WATERLINE INFORMATION SHOWN ON THESE PLANS IS FROM PERIODIC INSPECTIONS
CONDUCTED THROUGHOUT THE CONSTRUCTION PHASE OF THE PROJECT. WITHERSRAVENEL
MAKES NO GUARANTEE OF THE SURVEYED ACCURACY OF THE WATERLINE SHOWN.
4.WITHERSRAVENEL IS NOT HELD RESPONSIBLE FOR INACCURACIES IN PLANS DUE TO SKETCHES
OR OTHER INFORMATION RECEIVED FROM CONTRACTOR(S) THAT DO NOT ACCURATELY
REFLECT FINISHED CONSTRUCTION FIELD CONDITIONS.
5. IN STREETS AND UTILITIES LOCATED IN THE TRIASSIC BASIN AS SHOWN IN TOHS DETAIL HS356
(WHERE TRIASSIC SOILS ON COMPRESSIBLE MINIATURE TRIASSIC SEDIMENTARY ROCK-LIKE MATERIAL
EXISTS) THERE WILL BE CERTAIN SPECIAL CRITERIA REQUIRED FOR ROADWAY CONSTRUCTION.
THE FOLLOWING MINIMUMS WILL BE REQUIRED OF DEVELOPERS:
1.PRE-QUALIFIED GEO-TECHNICAL FIRM APPROVED BY THE TOWN MUST BE ON SITE FULL TIME
WHILE THE UTILITIES AND ROADWAYS ARE BEING CONSTRUCTED.
2.DOCUMENTATION OF MOISTURE CONTENT, COMPACTION, DENSITY, GEOGRID DESIGN CRITERIA,
ETC. MUST BE PROVIDED TO TOWN INSPECTOR.
3.ALL ROADWAYS WILL HAVE TO BE PROOF-ROLLED AT BOTH SUB GRADE AND STONE GRADE BY
TOWN INSPECTOR AS WELL.
4.THE STANDARD ROADWAY CROSS-SECTION WILL BE WOVEN GEO-FABRIC DESIGN CRITERIA HP 270
OR EQUAL ON ENTIRE ROAD (AND MUST BE APPROVED BY THE TOWN OF HOLLY SPRINGS), 7” ABC
STONE, WITH ASPHALT COMPLETED IN STAGED CONSTRUCTION OF 2.5” I-19 ASPHALT AND 1.5”
S9.5C IN STAGE ONE AND 1.5” S9.5C FINAL OVERLAY INITIAL ONE-YEAR WARRANTY WITH AN
ADDITIONAL YEAR EXTENSION STARTING AFTER FINAL OVERLAY SHALL BE REQUIRED FOR
ROADWAYS. FOR THE EXTENDED WARRANTY PERIOD, IT WILL BE REQUIRED TO POST A BOND, LOC,
OR CASH FOR 50% OF ACTUAL COST OF ROADWAY (STORM DRAINAGE, CURB & GUTTER,
SIDEWALK AND PAVEMENT).
5.WHERE MANHOLES ARE LOCATED IN STREETS IT WILL BE REQUIRED TO HAVE SUITABLE OFF-SITE
STRUCTURAL MATERIAL OR ABC STONE TO BACKFILL AROUND EXCAVATION OF MANHOLES UP TO
SUBGRADE.
6.AN ADDITIONAL FOOT OF STONE WILL BE REQUIRED 10' EITHER SIDE OF MANHOLE FOR ENTIRE
WIDTH OF ROADWAY.
ADDITIONAL MEASURES MAY BE DEEMED NECESSARY BY THE TOWN PENDING SEVERITY OF THE SOILS.
THE PAVEMENT THICKNESS OF ANY STREET SHALL, AT A MINIMUM, EQUAL THE DESIGN SHOWN IN THE
STANDARD DETAILS SECTION OF THESE STANDARDS FOR THE VARIOUS STREET WIDTHS.
APPROVED PAVEMENT DESIGN METHODS INCLUDE THOSE AS PROPOSED BY NCDOT, THE 1986 AASHTO
GUIDELINES AND THE 1981 ASPHALT INSTITUTE MS 1 DOCUMENT.
THE AASHTO METHOD WILL REQUIRE USE OF A TERMINAL SERVICEABILITY INDEX OF 2.0 FOR
COLLECTORS AND 2.5 FOR THOROUGHFARES, SO = 0.49 FOR FLEXIBLE PAVEMENT AND SO = 0.39 FOR
RIGID PAVEMENTS, AND A RELIABILITY OF 98% FOR THOROUGHFARES AND A RELIABILITY OF 95% FOR
COLLECTORS.
ALL STREETS MAINTAINED BY THE NCDOT MUST RECEIVE APPROVAL OF THE PAVEMENT DESIGN FROM
NCDOT PRIOR TO THE BEGINNING OF CONSTRUCTION. NORMAL CROWN FOR THE PAVEMENT SECTION
SHALL BE ¼”/FOOT, EXCEPT AS APPROVED FOR SUPERELEVATED CROSS-SECTIONS
NOT PART OF
THIS PHASE
NOT PART OF
THIS PHASE
NOT PART OF
THIS PHASE
SE
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DocuSign Envelope ID: 11D5A701-9CF9-4716-9385-62A36377DF26
3/7/2024
3/7/2024
265
270
275
280
285
290
295
300
305
310
315
265
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285
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295
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PVI STA = 45+20.24
ELEV = 288.75'
LVC: 75.00'
AD: -2.36
K: 31.7
PVI EL: 291.05'
PVI STA: 44+52.03
HIGH PT EL: 291.42'
HIGH PT STA: 44+14.53
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EXISTING GRADE
PROPOSED
GRADE8"x8" TEE WITH (3)
8" GATE VALVES
8" DIP WATER MAIN6" C900 PVC RECLAIM
WATERLINE
3.5' SIGHT
ELEV.
3.5' SIGHT
ELEV.
3.5' SIGHT
ELEV.
3.5' SIGHT
ELEV.
3.5' SIGHT
ELEV.
3.5' SIGHT
ELEV.
3.5' SIGHT
ELEV.
VERTICAL SIGHT
DISTANCE ( LT TURN)
REQUIRED =331'
STREET R
VERTICAL SIGHT
DISTANCE ( RT TURN)
REQUIRED =313'
ALLEY 11
VERTICAL SIGHT
DISTANCE ( RT TURN)
REQUIRED =287'
STREET R
FIRE HYDRANT
ASSEMBLY
8" 22° BEND
6" 22°
BENDS
2' MIN.
FIRE HYDRANT
ASSEMBLY
2' MIN.
1.5' MIN.
VERTICAL SIGHT
DISTANCE ( RT TURN)
REQUIRED =287'
STREET D
36" RCP
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139.91' 8" PVC @ 0.45%
138.15' 8" PVC @
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VERTICAL SIGHT
DISTANCE ( RT TURN)
REQUIRED =287'
ALLEY 1
288
346
347
348
341
342
350
343
351
344
345
278
279
280
281
282
276
284
285
286
287
283
277
330
331
332
333
334
335
336
337
338
339312
313
314
315
316
317
318
319
320
321
322
349
340
310309306305304302301300299297296295294
293
298 303 307 308 311
39+00 40+00 41+00 42+00 43+00 44+00 45+00
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SS
SS
SS SS
SS
SS
(1) 6" TEE
(3) 6" GV
8" DIP
WATER LINE (TYP)
6" C900 PVC
RECLAIMED WATER
LINE (TYP)
LE (TYP)
30
'

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FES 9
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SS
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POCKET
PARK 2
29
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295
275
275
280
285
290
295
2
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305
305
300
300
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WWWWWWWW
MH 95
MH 92
MH 93MH 93
MH 94MH 94
MH 90
MH 332
MH 93A
MH 445
CB - 937CB - 924
CB - 934
CB - 959CB - 971
CB - 923
CB - 938
CB - 944 DI - 958
CB - 933
CB - 908
CB - 922
CB - 906
CB - 921
CB - 951
CB - 931
CB - 943
CB - 904
CB - 949
CB - 952
CB - 942
CB - 903
CB - 902
FES - 901
FES - 957
CB - 905
DI - 956
DI - 947
CB - 917
DI - 919 DI - 929 DI - 940
DI - 954
CB - 953
CB - 932
CB - 939
CB - 907
DI - 955
CB - 902A
S
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4
SCM 9
WET DETENTION
POND
HHI TRINITY APEX INVESTMENTS LLC
DB 12651 PG 1128
PIN: 0730852539
DE
SC
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WATER LINE (TYP)
8"

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Revisions
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Sheet No.
Designer
Drawn By
Date
Job No.
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02190372.20
02/27/2024
WR
WR
1 inch = 50 ft.
50
GRAPHIC SCALE
0 25 50 100
SCALE:
1" = 50' HORIZ.
1" = 5' VERT.
LI
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NOTES:
1.ALL WATER MAINS SHALL BE INSTALLED WITH A
MINIMUM COVER OF 3 FEET AND MAXIMUM OF 6 FEET
MEASURED FROM THE TOP OF THE PIPE TO THE
FINISHED SUBGRADE OF THE ROADWAY (OR AS
OTHERWISE DIRECTED BY DIRECTOR OF ENGINEERING).
2.SEWER MAINS FROM 14 TO 20 FEET DEEP SHALL
REQUIRE SPECIAL BEDDING IN ACCORDANCE WITH THE
STANDARD DETAILS SECTION OF THESE STANDARDS.
3.SEWER MAINS DEEPER THAN 20' ARE REQUIRED TO BE
DIP, WITH 401 PROTECTANT, AND HAVE 5' MANHOLES.
4.ALL CARRIER WATERLINE PIPE INSIDE CASING TO BE
RESTRAINED JOINT.
5.TEMPORARY BLOW-OFF ASSEMBLIES AND ASSOCIATED
GATE VALVES ARE FOR PHASING PURPOSES ONLY, AND
SHALL BE REMOVED WHEN MAINS ARE EXTENDED INTO
THE NEXT PHASE OF CONSTRUCTION.
CAROVA BEND
(55' PUBLIC ROW)
CAROVA BEND
I certify that these as-builts are accurate and that each of the items listed on the Town’s “As-Built
Checklist” as contained in the Town of Holly Springs Engineering Design and Construction
Standards is provided on this set of as-built drawings (22 total sheets in this set). I certify that
all of the information provided is field-verified as-built information.
(Seal) ________________________________ ___________________
Signature Registered Land Surveyor Date
(Seal) ________________________________ ___________________
Signature by Professional Engineer Date
_____________________________________ ______________
Acceptance by Construction Inspector Date
N O R T H C A RO
LI
N
A
C
U
R
TIS M . B L A Z I E R
PR O F E S SIO
N
A
L
E
NGI N E E R
SEAL
033840
N O R T H C A RO
LI
N
A
B
E
N
J
A
MIN E . D A Y T ON
PR O F E S SIO
N
A
L
L
A
N
D SU R V E Y O
R
SEAL
L-4390
RECORD DRAWING NOTES:
1.THIS RECORD DRAWING SET OF PLANS IS BASED ON FIELD SURVEY PREPARED BY
WITHERSRAVENEL. INFORMATION SHOWN HEREON IS COMPRISED OF EXISTING AND
PROPOSED CONDITIONS AS ORIGINALLY APPROVED BY THE TOWN OF HOLLY SPRINGS UNLESS
OTHERWISE NOTED.
2.THE SANITARY SEWER AND STORM SEWER ASSOCIATED WITH CAROLINA SPRINGS PHASE 1,
SECTION 4 HAVE BEEN PHYSICALLY SURVEYED AND THIS PLAN REPRESENTS, TO THE BEST OF
OUR KNOWLEDGE, THE HORIZONTAL AND VERTICAL LOCATIONS OF THESE UTILITIES.
3.THE WATERLINE INFORMATION SHOWN ON THESE PLANS IS FROM PERIODIC INSPECTIONS
CONDUCTED THROUGHOUT THE CONSTRUCTION PHASE OF THE PROJECT. WITHERSRAVENEL
MAKES NO GUARANTEE OF THE SURVEYED ACCURACY OF THE WATERLINE SHOWN.
4.WITHERSRAVENEL IS NOT HELD RESPONSIBLE FOR INACCURACIES IN PLANS DUE TO SKETCHES
OR OTHER INFORMATION RECEIVED FROM CONTRACTOR(S) THAT DO NOT ACCURATELY
REFLECT FINISHED CONSTRUCTION FIELD CONDITIONS.
5. IN STREETS AND UTILITIES LOCATED IN THE TRIASSIC BASIN AS SHOWN IN TOHS DETAIL HS356
(WHERE TRIASSIC SOILS ON COMPRESSIBLE MINIATURE TRIASSIC SEDIMENTARY ROCK-LIKE MATERIAL
EXISTS) THERE WILL BE CERTAIN SPECIAL CRITERIA REQUIRED FOR ROADWAY CONSTRUCTION.
THE FOLLOWING MINIMUMS WILL BE REQUIRED OF DEVELOPERS:
1.PRE-QUALIFIED GEO-TECHNICAL FIRM APPROVED BY THE TOWN MUST BE ON SITE FULL TIME
WHILE THE UTILITIES AND ROADWAYS ARE BEING CONSTRUCTED.
2.DOCUMENTATION OF MOISTURE CONTENT, COMPACTION, DENSITY, GEOGRID DESIGN CRITERIA,
ETC. MUST BE PROVIDED TO TOWN INSPECTOR.
3.ALL ROADWAYS WILL HAVE TO BE PROOF-ROLLED AT BOTH SUB GRADE AND STONE GRADE BY
TOWN INSPECTOR AS WELL.
4.THE STANDARD ROADWAY CROSS-SECTION WILL BE WOVEN GEO-FABRIC DESIGN CRITERIA HP 270
OR EQUAL ON ENTIRE ROAD (AND MUST BE APPROVED BY THE TOWN OF HOLLY SPRINGS), 7” ABC
STONE, WITH ASPHALT COMPLETED IN STAGED CONSTRUCTION OF 2.5” I-19 ASPHALT AND 1.5”
S9.5C IN STAGE ONE AND 1.5” S9.5C FINAL OVERLAY INITIAL ONE-YEAR WARRANTY WITH AN
ADDITIONAL YEAR EXTENSION STARTING AFTER FINAL OVERLAY SHALL BE REQUIRED FOR
ROADWAYS. FOR THE EXTENDED WARRANTY PERIOD, IT WILL BE REQUIRED TO POST A BOND, LOC,
OR CASH FOR 50% OF ACTUAL COST OF ROADWAY (STORM DRAINAGE, CURB & GUTTER,
SIDEWALK AND PAVEMENT).
5.WHERE MANHOLES ARE LOCATED IN STREETS IT WILL BE REQUIRED TO HAVE SUITABLE OFF-SITE
STRUCTURAL MATERIAL OR ABC STONE TO BACKFILL AROUND EXCAVATION OF MANHOLES UP TO
SUBGRADE.
6.AN ADDITIONAL FOOT OF STONE WILL BE REQUIRED 10' EITHER SIDE OF MANHOLE FOR ENTIRE
WIDTH OF ROADWAY.
ADDITIONAL MEASURES MAY BE DEEMED NECESSARY BY THE TOWN PENDING SEVERITY OF THE SOILS.
THE PAVEMENT THICKNESS OF ANY STREET SHALL, AT A MINIMUM, EQUAL THE DESIGN SHOWN IN THE
STANDARD DETAILS SECTION OF THESE STANDARDS FOR THE VARIOUS STREET WIDTHS.
APPROVED PAVEMENT DESIGN METHODS INCLUDE THOSE AS PROPOSED BY NCDOT, THE 1986 AASHTO
GUIDELINES AND THE 1981 ASPHALT INSTITUTE MS 1 DOCUMENT.
THE AASHTO METHOD WILL REQUIRE USE OF A TERMINAL SERVICEABILITY INDEX OF 2.0 FOR
COLLECTORS AND 2.5 FOR THOROUGHFARES, SO = 0.49 FOR FLEXIBLE PAVEMENT AND SO = 0.39 FOR
RIGID PAVEMENTS, AND A RELIABILITY OF 98% FOR THOROUGHFARES AND A RELIABILITY OF 95% FOR
COLLECTORS.
ALL STREETS MAINTAINED BY THE NCDOT MUST RECEIVE APPROVAL OF THE PAVEMENT DESIGN FROM
NCDOT PRIOR TO THE BEGINNING OF CONSTRUCTION. NORMAL CROWN FOR THE PAVEMENT SECTION
SHALL BE ¼”/FOOT, EXCEPT AS APPROVED FOR SUPERELEVATED CROSS-SECTIONS
DocuSign Envelope ID: 11D5A701-9CF9-4716-9385-62A36377DF26
3/7/2024
3/7/2024
STREET D
290
295
300
305
310
315
320
325
330
335
340
290
295
300
305
310
315
320
325
330
335
340
2.09%
-2.08%2.07%
1.15%
-2.00%
LVC: 100.00'
AD: 3.15
K: 31.7
PVI EL: 311.20'
PVI STA: 12+10.05
LOW PT EL: 311.56'
LOW PT STA: 12+23.55
ST
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24" RCP
30" RCP
1.5' MIN.
EXISTING GRADE
8"x8" CROSS WITH
(4) 8" GATE VALVES
6"x6" CROSS WITH
(4) 6" GATE VALVES
PROPOSED GRADE
FIRE HYDRANT
ASSEMBLY
TEMPORARY BLOW OFF
ASSEMBLIES FOR PHASING
8" DIP WATER MAIN
6" C900 PVC
RECLAIM
WATERLINE
2' MIN.
±STA. 10+00
BEGIN CONSTRUCTION
SECTIONS 1-5
2' MIN.
2' MIN.
2' MIN.
3.5' SIGHT
ELEV.
VERTICAL SIGHT
DISTANCE ( RT TURN)
REQUIRED =287'
VERTICAL SIGHT
DISTANCE
(RT TURN)
REQUIRED =287'
VERTICAL SIGHT
DISTANCE ( LT TURN)
REQUIRED =331'
3.5' SIGHT
ELEV.
3.5' SIGHT
ELEV.3.5' SIGHT
ELEV.
18" MIN. (8" DIP WATER)
2' MIN. (6" C900 RECLAIM)
FIRE HYDRANT
ASSEMBLY
6" C900 PVC
RECLAIM
WATERLINE
1.5' MIN.
1.5' MIN.
2' MIN.
8" DIP WATER MAIN
ST
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:

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15" RCP
TEMPORARY
6" GV
2" BOA
TEMPORARY
8" GV
2" BOA
273.30 LF 8" PV
C

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1
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31
3
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1
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8
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2
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4
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7
8
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4
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5
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31
5
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4
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3
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6
8
30
3
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6
8
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4
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4
8
30
3
.
4
8
178.87 LF 8" PVC @ 0.50%
328.85 LF 8" P
V
C

@

1
.
8
6
%
DEERCROFT DRIVE
PIN: 0730644708
T
T
T
T
T
T
375383382379
251 252 254 255
422425426423424 378 377
404 405 406 407 408 410 411 412 413 414 419418417416
421 384
245 247 248 249
415 420
250 253246
409
381 380 376 374
403
430 427428429431435432433434436
S
S
SS
SSSSSSSS SS SS SS SS SSSSSSSS
MH 230
MH 229
MH 336
SS
SS
10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00
320
315315
315
320
320320
315
320
315
W W W W
R R R R R R R R R R R
W W W W W W W W W W W W W W W
R R R R R R R R R R R R
W
W
W
W
R
R
R
R
R
R
R
R
W
W
R R R
MH 229MH 229
MH 230MH 230
MH 337
MH 339
CB - 817
CB - 815
CB - 832 CB - 833
CB - 821
DI - 822
CB - 831
CB - 827
CB - 830
CB - 826
CB - 821
CB - 825
CB - 831
CB - 827
DI - 822
CB - 826
CB - 830
SE
C
T
I
O
N

2
SE
C
T
I
O
N

5
SE
C
T
I
O
N

4
SE
C
T
I
O
N

2
FES-18
JB - 2052
JB - 2053
CB - 1226
CB - 1224A
CB - 1225CB - 1224
CB - 1219A
CB - 1219
DI - 1299
DI - 1230
CB - 1203
CB - 1204
DI - 1250
CB - 1229
CB - 1227
CB - 1244
CB - 1230
PUD BOUNDARYRETAINING WALL #12
WITH SAFETY RAILS
STREET D
(55' PUBLIC ROW)
GO
O
S
E

N
E
S
T

C
O
V
E
(5
5
'

P
U
B
L
I
C

R
O
W
)
LE
L
A
N
D

C
R
E
S
T

D
R
I
V
E
(8
2
'

P
U
B
L
I
C

R
O
W
)
STREET D
(55' PUBLIC ROW)
ALLEY 1
(25' ACCESS EASEMENT)
ALLEY 1
(25' ACCESS EASEMENT)
DEERCROFT DRIVE
(55' PUBLIC ROW)
Revisions
K:
\
1
9
\
1
9
-
0
3
7
0
\
1
9
0
3
7
2
.
2
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C
a
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a
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s

1
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5
\
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\
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c
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4
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S
\
C
6
.
1
-
C
6
.
1
4

P
L
A
N

A
N
D

P
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I
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S
_
A
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B

S
E
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4
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w
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Th
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a
y
,

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a
r
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7
,

2
0
2
4

8
:
5
8
:
1
9

A
M
-

SM
I
T
H
,

A
L
L
I
S
O
N
Sheet No.
Designer
Drawn By
Date
Job No.
Wi
t
h
e
r
s
R
a
v
e
n
e
l
11
5

M
a
c
K
e
n
a
n

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r
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e

| C
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r
y
,

N
C

2
7
5
1
1

| t
:

9
1
9
.
4
6
9
.
3
3
4
0

| l
i
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02190372.20
02/27/2024
WR
WR
1 inch = 50 ft.
50
GRAPHIC SCALE
0 25 50 100
SCALE:
1" = 50' HORIZ.
1" = 5' VERT.
DE
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NOTES:
1.ALL WATER MAINS SHALL BE INSTALLED WITH A
MINIMUM COVER OF 3 FEET AND MAXIMUM OF 6 FEET
MEASURED FROM THE TOP OF THE PIPE TO THE
FINISHED SUBGRADE OF THE ROADWAY (OR AS
OTHERWISE DIRECTED BY DIRECTOR OF ENGINEERING).
2.SEWER MAINS FROM 14 TO 20 FEET DEEP SHALL
REQUIRE SPECIAL BEDDING IN ACCORDANCE WITH THE
STANDARD DETAILS SECTION OF THESE STANDARDS.
3.SEWER MAINS DEEPER THAN 20' ARE REQUIRED TO BE
DIP, WITH 401 PROTECTANT, AND HAVE 5' MANHOLES.
4.ALL CARRIER WATERLINE PIPE INSIDE CASING TO BE
RESTRAINED JOINT.
5.TEMPORARY BLOW-OFF ASSEMBLIES AND ASSOCIATED
GATE VALVES ARE FOR PHASING PURPOSES ONLY, AND
SHALL BE REMOVED WHEN MAINS ARE EXTENDED INTO
THE NEXT PHASE OF CONSTRUCTION.
I certify that these as-builts are accurate and that each of the items listed on the Town’s “As-Built
Checklist” as contained in the Town of Holly Springs Engineering Design and Construction
Standards is provided on this set of as-built drawings (22 total sheets in this set). I certify that
all of the information provided is field-verified as-built information.
(Seal) ________________________________ ___________________
Signature Registered Land Surveyor Date
(Seal) ________________________________ ___________________
Signature by Professional Engineer Date
_____________________________________ ______________
Acceptance by Construction Inspector Date
N O R T H C A RO
LI
N
A
C
U
R
TIS M . B L A Z I E R
PR O F E SSIO
N
A
L
E
NGI N E E R
SEAL
033840
N O R T H C A RO
LI
N
A
B
E
N
J A
MIN E . D A Y T ON
PR O F E SSIO
N
A
L
L
A
N
D
SU R V E YO
R
SEAL
L-4390
RECORD DRAWING NOTES:
1.THIS RECORD DRAWING SET OF PLANS IS BASED ON FIELD SURVEY PREPARED BY
WITHERSRAVENEL. INFORMATION SHOWN HEREON IS COMPRISED OF EXISTING AND
PROPOSED CONDITIONS AS ORIGINALLY APPROVED BY THE TOWN OF HOLLY SPRINGS UNLESS
OTHERWISE NOTED.
2.THE SANITARY SEWER AND STORM SEWER ASSOCIATED WITH CAROLINA SPRINGS PHASE 1,
SECTION 4 HAVE BEEN PHYSICALLY SURVEYED AND THIS PLAN REPRESENTS, TO THE BEST OF
OUR KNOWLEDGE, THE HORIZONTAL AND VERTICAL LOCATIONS OF THESE UTILITIES.
3.THE WATERLINE INFORMATION SHOWN ON THESE PLANS IS FROM PERIODIC INSPECTIONS
CONDUCTED THROUGHOUT THE CONSTRUCTION PHASE OF THE PROJECT. WITHERSRAVENEL
MAKES NO GUARANTEE OF THE SURVEYED ACCURACY OF THE WATERLINE SHOWN.
4.WITHERSRAVENEL IS NOT HELD RESPONSIBLE FOR INACCURACIES IN PLANS DUE TO SKETCHES
OR OTHER INFORMATION RECEIVED FROM CONTRACTOR(S) THAT DO NOT ACCURATELY
REFLECT FINISHED CONSTRUCTION FIELD CONDITIONS.
5. IN STREETS AND UTILITIES LOCATED IN THE TRIASSIC BASIN AS SHOWN IN TOHS DETAIL HS356
(WHERE TRIASSIC SOILS ON COMPRESSIBLE MINIATURE TRIASSIC SEDIMENTARY ROCK-LIKE MATERIAL
EXISTS) THERE WILL BE CERTAIN SPECIAL CRITERIA REQUIRED FOR ROADWAY CONSTRUCTION.
THE FOLLOWING MINIMUMS WILL BE REQUIRED OF DEVELOPERS:
1.PRE-QUALIFIED GEO-TECHNICAL FIRM APPROVED BY THE TOWN MUST BE ON SITE FULL TIME
WHILE THE UTILITIES AND ROADWAYS ARE BEING CONSTRUCTED.
2.DOCUMENTATION OF MOISTURE CONTENT, COMPACTION, DENSITY, GEOGRID DESIGN CRITERIA,
ETC. MUST BE PROVIDED TO TOWN INSPECTOR.
3.ALL ROADWAYS WILL HAVE TO BE PROOF-ROLLED AT BOTH SUB GRADE AND STONE GRADE BY
TOWN INSPECTOR AS WELL.
4.THE STANDARD ROADWAY CROSS-SECTION WILL BE WOVEN GEO-FABRIC DESIGN CRITERIA HP 270
OR EQUAL ON ENTIRE ROAD (AND MUST BE APPROVED BY THE TOWN OF HOLLY SPRINGS), 7” ABC
STONE, WITH ASPHALT COMPLETED IN STAGED CONSTRUCTION OF 2.5” I-19 ASPHALT AND 1.5”
S9.5C IN STAGE ONE AND 1.5” S9.5C FINAL OVERLAY INITIAL ONE-YEAR WARRANTY WITH AN
ADDITIONAL YEAR EXTENSION STARTING AFTER FINAL OVERLAY SHALL BE REQUIRED FOR
ROADWAYS. FOR THE EXTENDED WARRANTY PERIOD, IT WILL BE REQUIRED TO POST A BOND, LOC,
OR CASH FOR 50% OF ACTUAL COST OF ROADWAY (STORM DRAINAGE, CURB & GUTTER,
SIDEWALK AND PAVEMENT).
5.WHERE MANHOLES ARE LOCATED IN STREETS IT WILL BE REQUIRED TO HAVE SUITABLE OFF-SITE
STRUCTURAL MATERIAL OR ABC STONE TO BACKFILL AROUND EXCAVATION OF MANHOLES UP TO
SUBGRADE.
6.AN ADDITIONAL FOOT OF STONE WILL BE REQUIRED 10' EITHER SIDE OF MANHOLE FOR ENTIRE
WIDTH OF ROADWAY.
ADDITIONAL MEASURES MAY BE DEEMED NECESSARY BY THE TOWN PENDING SEVERITY OF THE SOILS.
THE PAVEMENT THICKNESS OF ANY STREET SHALL, AT A MINIMUM, EQUAL THE DESIGN SHOWN IN THE
STANDARD DETAILS SECTION OF THESE STANDARDS FOR THE VARIOUS STREET WIDTHS.
APPROVED PAVEMENT DESIGN METHODS INCLUDE THOSE AS PROPOSED BY NCDOT, THE 1986 AASHTO
GUIDELINES AND THE 1981 ASPHALT INSTITUTE MS 1 DOCUMENT.
THE AASHTO METHOD WILL REQUIRE USE OF A TERMINAL SERVICEABILITY INDEX OF 2.0 FOR
COLLECTORS AND 2.5 FOR THOROUGHFARES, SO = 0.49 FOR FLEXIBLE PAVEMENT AND SO = 0.39 FOR
RIGID PAVEMENTS, AND A RELIABILITY OF 98% FOR THOROUGHFARES AND A RELIABILITY OF 95% FOR
COLLECTORS.
ALL STREETS MAINTAINED BY THE NCDOT MUST RECEIVE APPROVAL OF THE PAVEMENT DESIGN FROM
NCDOT PRIOR TO THE BEGINNING OF CONSTRUCTION. NORMAL CROWN FOR THE PAVEMENT SECTION
SHALL BE ¼”/FOOT, EXCEPT AS APPROVED FOR SUPERELEVATED CROSS-SECTIONS
NOT PART OF
THIS PHASE
NOT PART OF
THIS PHASE
DocuSign Envelope ID: 11D5A701-9CF9-4716-9385-62A36377DF26
3/7/2024
3/7/2024
STREET D
265
270
275
280
285
290
295
300
305
310
315
320
325
330
335
340
265
270
275
280
285
290
295
300
305
310
315
320
325
330
335
340
Ø
Ø
Ø
Ø
Ø
Ø
Ø
Ø
Ø
Ø
Ø
Ø
Ø Ø
Ø
Ø
Ø
Ø
Ø
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Ø
Ø
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Ø
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Ø
Ø
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31
9
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2
1
31
7
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5
0
17+50
32
0
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4
9
31
8
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5
4
18+00
32
1
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5
7
31
9
.
5
7
18+50
32
2
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4
1
32
0
.
3
6
19+00
32
1
.
9
8
32
0
.
8
4
19+50
32
3
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9
3
32
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20+00
32
7
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9
32
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20+50
32
9
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0
3
32
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1
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31
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6
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33
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2
31
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22+00
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31
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22+50
32
5
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1
31
5
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23+00
32
1
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9
1
31
3
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3
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23+50
31
7
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4
0
31
1
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1
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24+00
31
4
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5
8
30
8
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9
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24+50
31
2
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7
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30
6
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25+00
30
8
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5
2
30
4
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26+00
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0
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29
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26+50
29
5
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29
7
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27+00
29
1
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9
8
29
5
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4
5
27+50 27+75
2.08%-2.00%
-4.4
9
%
LVC: 525.00'
AD: -6.58
K: 79.8
PVI EL: 324.75'
PVI STA: 20+46.90
HIGH PT EL: 321.01'
HIGH PT STA: 19+51.21
ST
A
:

1
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ØØØØØØØØØ
1.5' MIN.
EXISTING GRADE
8"x8" TEE WITH (3)
8" GATE VALVES
FIRE HYDRANT
ASSEMBLY
6"x6" TEE WITH (3)
6" GATE VALVES
8"x8" TEE WITH (3)
8" GATE VALVES
6"x6" TEE WITH (3)
6" GATE VALVES
PROPOSED
GRADE
8" DIP
WATER
MAIN
6" C900 PVC
RECLAIM
WATERLINE
3.5' SIGHT
ELEV.
VERTICAL SIGHT
DISTANCE ( RT TURN)
REQUIRED =287'VERTICAL SIGHT
DISTANCE ( LT TURN)
REQUIRED =331'
3.5' SIGHT
ELEV.
3.5' SIGHT
ELEV.
VERTICAL SIGHT
DISTANCE ( LT TURN)
REQUIRED =331'
STREET M
VERTICAL SIGHT
DISTANCE ( RT TURN)
REQUIRED =287'
STREET M
VERTICAL SIGHT
DISTANCE ( RT TURN)
REQUIRED =287'
STREET M
8" DIP WATER
MAIN
1.5' MIN.
2' MIN.
2' MIN.
2' MIN.
2' MIN.
2' MIN.
3.5' SIGHT
ELEV.
3.5' SIGHT
ELEV.
6" C900 PVC RECLAIM
WATERLINE
6" C900 PVC RECLAIM
WATERLINE
1.5' MIN.
15"
R
C
P
15" RCP
15" RCP
15" RCP
18" R
C
P
18"
R
C
P
36" RCP
15" RC
P
15" RCP
ST
A
:

4
1
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0
7
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8
8

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32
0
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0
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%
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%
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9
9

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%
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5
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5
0
%
272 288273274
375 373379
361
262
278
263
279
264
280 281 282
251 259 267
275
252 260 268
276 284
269
285
254 270
286
255
287
256
378 377
363
271
248 249 258250253
283277
312313314315316317318319320321322323324325
257 261 265 266
381 380 376 374 372 371 370 369 368 367 366 365 364 362
360
359
306
305
304
302
301
300
299
297
296
295
298
303
SS
SS
SS
SS
SSSS
30' HOLLY SPRINGS
CAPE FEAR BUFFER
SSSSSSSSSSSSSSSSSSSS
SS
SS
SS SS SS SS SS17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00
27
5
28
0
28
5
29
0
29
5
295
295
29
5
29
5
3
0
0
3
0
5
310
29
5
2
9
5
29
0
320
315
320
320320
320
31
5
32
0
31
0
2
9
5
2
9
7
2
9
3
320
W W W W W W W W W W W W W W W W W W WR
R
R
R
R
R
R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R
W
W
W
R
R
R
R
R
R
R
R
R
R
W
W
W
W
W
MH 92
MH 93
MH 93
MH 94MH 94
MH 354(0)
MH 332
MH 335
MH 334
MH 423
CB - 833
CB - 831
CB - 827
CB - 831
CB - 827
CB - 935
CB - 936
ADS - 966
ADS - 967
CB - 937
CB - 924
CB - 934
CB - 923
CB - 938
CB - 944
CB - 933
CB - 922
CB - 906
CB - 921
CB - 931
CB - 943 CB - 904CB - 942
CB - 925
CB - 905
CB - 946
DI - 947
CB - 927
DI - 929
DI - 940
CB - 932
CB - 939
ADS - 966A
CB - 980
CB - 979
SECTION 4
SECTION 2
RETAINING WALL #9
ALLEY 11
(25' ACCESS EASEMENT)
CA
R
O
V
A

B
E
N
D
(5
5
'

P
U
B
L
I
C

R
O
W
)
DEERCROFT DRIVE
(55' PUBLIC ROW)
AL
L
E
Y

2
(2
5
'

A
C
C
E
S
S

E
A
S
E
M
E
N
T
)
RE
D

B
R
U
S
H

W
A
Y
(5
5
'

P
U
B
L
I
C

R
O
W
)
ALLEY 1
(25' ACCESS EASEMENT)
ALLEY 1
(25' ACCESS EASEMENT)
DEERCROFT DRIVE
(55' PUBLIC ROW)
(1) 8" TEE
(3) 8" GV
(1) 6" TEE
(3) 6" GV
1" WM (TYP)
4" CO (TYP)8" DIP
WATER LINE (TYP)
6" C900 PVC
RECLAIMED WATER
LINE (TYP)
FHA (TYP)
8" DIP
WATER
LINE (TYP)
6" C900 PVC
RECLAIMED
WATER LINE (TYP)
Revisions
K:
\
1
9
\
1
9
-
0
3
7
0
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1
9
0
3
7
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A
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2
4

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:
5
8
:
5
8

A
M
-

SM
I
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H
,

A
L
L
I
S
O
N
Sheet No.
Designer
Drawn By
Date
Job No.
Wi
t
h
e
r
s
R
a
v
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n
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l
11
5

M
a
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:

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1
9
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4
6
9
.
3
3
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:

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9

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s

[ S
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s
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E
C
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R
D

D
R
A
W
I
N
G
S
CA
R
O
L
I
N
A

S
P
R
I
N
G
S
P
H
A
S
E

1

S
E
C
T
I
O
N

4
HO
L
L
Y

S
P
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I
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G
S
,

N
O
R
T
H

C
A
R
O
L
I
N
A
02190372.20
02/27/2024
WR
WR
1 inch = 50 ft.
50
GRAPHIC SCALE
0 25 50 100
SCALE:
1" = 50' HORIZ.
1" = 5' VERT.
DE
E
R
C
R
O
F
T

D
R
I
V
E

P
L
A
N
AN
D

P
R
O
F
I
L
E
C6.9
SE
E

S
H
E
E
T

C
6
.
8

F
O
R

C
O
N
T
I
N
U
A
T
I
O
N
NOTES:
1.ALL WATER MAINS SHALL BE INSTALLED WITH A
MINIMUM COVER OF 3 FEET AND MAXIMUM OF 6 FEET
MEASURED FROM THE TOP OF THE PIPE TO THE
FINISHED SUBGRADE OF THE ROADWAY (OR AS
OTHERWISE DIRECTED BY DIRECTOR OF ENGINEERING).
2.SEWER MAINS FROM 14 TO 20 FEET DEEP SHALL
REQUIRE SPECIAL BEDDING IN ACCORDANCE WITH THE
STANDARD DETAILS SECTION OF THESE STANDARDS.
3.SEWER MAINS DEEPER THAN 20' ARE REQUIRED TO BE
DIP, WITH 401 PROTECTANT, AND HAVE 5' MANHOLES.
4.ALL CARRIER WATERLINE PIPE INSIDE CASING TO BE
RESTRAINED JOINT.
5.TEMPORARY BLOW-OFF ASSEMBLIES AND ASSOCIATED
GATE VALVES ARE FOR PHASING PURPOSES ONLY, AND
SHALL BE REMOVED WHEN MAINS ARE EXTENDED INTO
THE NEXT PHASE OF CONSTRUCTION.
I certify that these as-builts are accurate and that each of the items listed on the Town’s “As-Built
Checklist” as contained in the Town of Holly Springs Engineering Design and Construction
Standards is provided on this set of as-built drawings (22 total sheets in this set). I certify that
all of the information provided is field-verified as-built information.
(Seal) ________________________________ ___________________
Signature Registered Land Surveyor Date
(Seal) ________________________________ ___________________
Signature by Professional Engineer Date
_____________________________________ ______________
Acceptance by Construction Inspector Date
N O R T H C A RO
L
I
N
A
C
U
R
TIS M . B L A Z I E R
PR O F E SSIO
N
A
L
E
NGI N E E R
SEAL
033840
N O R T H C A RO
LI
N
A
B
E
N
J
A
MIN E . D A Y T ON
PR O F E SSIO
N
A
L
L
A
N
D
SU R V E Y O
R
SEAL
L-4390
RECORD DRAWING NOTES:
1.THIS RECORD DRAWING SET OF PLANS IS BASED ON FIELD SURVEY PREPARED BY
WITHERSRAVENEL. INFORMATION SHOWN HEREON IS COMPRISED OF EXISTING AND
PROPOSED CONDITIONS AS ORIGINALLY APPROVED BY THE TOWN OF HOLLY SPRINGS UNLESS
OTHERWISE NOTED.
2.THE SANITARY SEWER AND STORM SEWER ASSOCIATED WITH CAROLINA SPRINGS PHASE 1,
SECTION 4 HAVE BEEN PHYSICALLY SURVEYED AND THIS PLAN REPRESENTS, TO THE BEST OF
OUR KNOWLEDGE, THE HORIZONTAL AND VERTICAL LOCATIONS OF THESE UTILITIES.
3.THE WATERLINE INFORMATION SHOWN ON THESE PLANS IS FROM PERIODIC INSPECTIONS
CONDUCTED THROUGHOUT THE CONSTRUCTION PHASE OF THE PROJECT. WITHERSRAVENEL
MAKES NO GUARANTEE OF THE SURVEYED ACCURACY OF THE WATERLINE SHOWN.
4.WITHERSRAVENEL IS NOT HELD RESPONSIBLE FOR INACCURACIES IN PLANS DUE TO SKETCHES
OR OTHER INFORMATION RECEIVED FROM CONTRACTOR(S) THAT DO NOT ACCURATELY
REFLECT FINISHED CONSTRUCTION FIELD CONDITIONS.
5. IN STREETS AND UTILITIES LOCATED IN THE TRIASSIC BASIN AS SHOWN IN TOHS DETAIL HS356
(WHERE TRIASSIC SOILS ON COMPRESSIBLE MINIATURE TRIASSIC SEDIMENTARY ROCK-LIKE MATERIAL
EXISTS) THERE WILL BE CERTAIN SPECIAL CRITERIA REQUIRED FOR ROADWAY CONSTRUCTION.
THE FOLLOWING MINIMUMS WILL BE REQUIRED OF DEVELOPERS:
1.PRE-QUALIFIED GEO-TECHNICAL FIRM APPROVED BY THE TOWN MUST BE ON SITE FULL TIME
WHILE THE UTILITIES AND ROADWAYS ARE BEING CONSTRUCTED.
2.DOCUMENTATION OF MOISTURE CONTENT, COMPACTION, DENSITY, GEOGRID DESIGN CRITERIA,
ETC. MUST BE PROVIDED TO TOWN INSPECTOR.
3.ALL ROADWAYS WILL HAVE TO BE PROOF-ROLLED AT BOTH SUB GRADE AND STONE GRADE BY
TOWN INSPECTOR AS WELL.
4.THE STANDARD ROADWAY CROSS-SECTION WILL BE WOVEN GEO-FABRIC DESIGN CRITERIA HP 270
OR EQUAL ON ENTIRE ROAD (AND MUST BE APPROVED BY THE TOWN OF HOLLY SPRINGS), 7” ABC
STONE, WITH ASPHALT COMPLETED IN STAGED CONSTRUCTION OF 2.5” I-19 ASPHALT AND 1.5”
S9.5C IN STAGE ONE AND 1.5” S9.5C FINAL OVERLAY INITIAL ONE-YEAR WARRANTY WITH AN
ADDITIONAL YEAR EXTENSION STARTING AFTER FINAL OVERLAY SHALL BE REQUIRED FOR
ROADWAYS. FOR THE EXTENDED WARRANTY PERIOD, IT WILL BE REQUIRED TO POST A BOND, LOC,
OR CASH FOR 50% OF ACTUAL COST OF ROADWAY (STORM DRAINAGE, CURB & GUTTER,
SIDEWALK AND PAVEMENT).
5.WHERE MANHOLES ARE LOCATED IN STREETS IT WILL BE REQUIRED TO HAVE SUITABLE OFF-SITE
STRUCTURAL MATERIAL OR ABC STONE TO BACKFILL AROUND EXCAVATION OF MANHOLES UP TO
SUBGRADE.
6.AN ADDITIONAL FOOT OF STONE WILL BE REQUIRED 10' EITHER SIDE OF MANHOLE FOR ENTIRE
WIDTH OF ROADWAY.
ADDITIONAL MEASURES MAY BE DEEMED NECESSARY BY THE TOWN PENDING SEVERITY OF THE SOILS.
THE PAVEMENT THICKNESS OF ANY STREET SHALL, AT A MINIMUM, EQUAL THE DESIGN SHOWN IN THE
STANDARD DETAILS SECTION OF THESE STANDARDS FOR THE VARIOUS STREET WIDTHS.
APPROVED PAVEMENT DESIGN METHODS INCLUDE THOSE AS PROPOSED BY NCDOT, THE 1986 AASHTO
GUIDELINES AND THE 1981 ASPHALT INSTITUTE MS 1 DOCUMENT.
THE AASHTO METHOD WILL REQUIRE USE OF A TERMINAL SERVICEABILITY INDEX OF 2.0 FOR
COLLECTORS AND 2.5 FOR THOROUGHFARES, SO = 0.49 FOR FLEXIBLE PAVEMENT AND SO = 0.39 FOR
RIGID PAVEMENTS, AND A RELIABILITY OF 98% FOR THOROUGHFARES AND A RELIABILITY OF 95% FOR
COLLECTORS.
ALL STREETS MAINTAINED BY THE NCDOT MUST RECEIVE APPROVAL OF THE PAVEMENT DESIGN FROM
NCDOT PRIOR TO THE BEGINNING OF CONSTRUCTION. NORMAL CROWN FOR THE PAVEMENT SECTION
SHALL BE ¼”/FOOT, EXCEPT AS APPROVED FOR SUPERELEVATED CROSS-SECTIONS
DEERCROFT DRIVE
DocuSign Envelope ID: 11D5A701-9CF9-4716-9385-62A36377DF26
3/7/2024
3/7/2024
STREET L
290
295
300
305
310
315
320
325
330
335
340
290
295
300
305
310
315
320
325
330
335
340
9+50 10+00
32
1
.
7
8
31
4
.
3
2
10+50
31
8
.
7
8
31
3
.
5
9
11+00
31
6
.
5
9
31
2
.
9
3
11+50
31
4
.
8
2
31
2
.
2
7
12+00
31
0
.
0
9
31
1
.
6
1
12+50
30
3
.
9
3
31
0
.
9
5
13+00
-2.08%
1.70%
-1.32%
ST
A
:

1
2
+
6
8
.
9
8

S
T
R
E
E
T

L

=
EL
:

3
1
0
.
9
7
'
ST
A
:

1
0
+
5
3
.
7
7

C
A
R
O
L
I
N
A

S
P
R
I
N
G
S

B
L
V
D
ST
A
:

1
1
+
3
0
.
4
8

S
T
R
E
E
T

L

=
EL
:

3
1
2
.
5
3
'
ST
A
:

1
0
+
0
6
.
6
4

A
L
L
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Y

1
ST
A
:

1
0
+
6
4
.
1
7

S
T
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T

D
ST
A
:

1
0
+
0
0
.
0
0

S
T
R
E
E
T

L

=
EL
:

3
1
4
.
1
1
'
CB

-

1
2
1
9
ST
A
:

1
1
+
4
3
.
4
8
,

1
8
.
5
0
'

R
CB

-

1
2
1
8
ST
A
:

1
2
+
0
8
.
2
2
,

1
8
.
4
3
'

R
PV
I

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T
A

=

1
0
+
0
0
.
0
0
EL
E
V

=

3
1
4
.
3
2
'
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I

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=

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0
+
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=

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4
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1
4
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=

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2
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=

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1
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0
3
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I

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A

=

1
2
+
5
7
.
9
7
EL
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V

=

3
1
0
.
8
5
'
15" RCP
CB

-

1
2
4
4
ST
A
:

1
0
+
6
4
.
1
0
,

1
8
.
5
0
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R
JB

-

2
0
5
2
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A
:

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0
+
2
5
.
0
3
,

1
.
1
9
'

R
30" RCP
30" RCP
30" RCP
JB

-

2
0
5
1
ST
A
:

1
2
+
4
2
.
9
1
,

1
.
8
8

R
EXISTING GRADEPROPOSED
GRADE
8" DIP
WATER
MAIN
6" C900 PVC RECLAIM
WATERLINE
8" DIP WATER MAIN
6" C900 PVC RECLAIM
WATERLINE
18" R
C
P
CB

-

1
2
0
1
ST
A
:

1
2
+
0
7
.
5
8
,

1
2
.
4
2
'

L
404
405
406
407
408
410
411
393
395
396
409
394
401
400
399
398
397
402
403
430
428
429
431
435
432
433
434
436
10+00 11+00 12+00 12+68.98
SS
SS
SS
SS
SS
SS
BP: 10+00.00
3
1
0
30
5
31
0
30
5
30
0
31
0
3
0
5
3
0
0
3
0
5
SS
SS
SS
R
R
R
R
R
W
W
W
W
W
W
W
W
W
W
R
R
R
R
W
W
W
W
W
WW
R
R
R
R
R
R
R
R
RRRR
MH 374
MH 227A
MH 339
JB - 2052
JB - 2053
JB - 2051
CB - 1206
CB - 1208
CB - 1232A
CB - 1224ACB - 1224
CB - 1218
CB - 1219A
CB - 1219
FES - 1205
CB - 1206A
DI - 1230
CB - 1203
CB - 1204
CB - 1202
CB - 1201
DI - 1250
CB - 1243
CB - 1237
CB - 1241
CB - 1242
CB - 1229CB - 1227
CB - 1244
CB - 1230
TO
P

O
F

B
A
N
K
RE
T
A
I
N
I
N
G

W
A
L
L

#
6
CB 1207
FH
A

(
T
Y
P
)
(1
)

2
"

B
O
A
(1
)

8
"

G
V
(1
)

2
"

R
W
L

B
O
A
(1
)

6
"

G
V
PR
O
P
O
S
E
D

8
"

D
I
P
WA
T
E
R

L
I
N
E

(
T
Y
P
)
188
187
189
272
273
274
190
357361
278
279
264
280
281
267
275
191
268
276
269
270
358363 356
271
186
277
326
327
328
329
330
331
332
333
317
318
319
320
321
322
323
324
325
265
266
364
362 360 359
14+1710+00 11+00 12+00 13+00 14+00
PI
:

1
1
+
2
8
.
4
9
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SSSSSS
PC: 21+76.08
305
31
0
3
1
0
305
300
300
305
315
320
310
310
305
300
32
0
W
W
W
W
W
W
W
R R R R R R R R R
W
W
W
W
W
W
R
R
R
R
R
R
R
R
R
R
R
R
R
W W W W W
R
R
R
R
R
R
R
R
R
R
R
R
MH 97MH 97
MH 214
MH 224MH 224
MH 96
MH 354(0)
MH 332
MH 334
CB - 969CB - 935
CB - 936
DI - 964
ADS - 966ADS - 967
CB - 961
CB - 960
CB - 937CB - 924
CB - 934
CB - 918
CB - 959CB - 971CB - 944
CB - 925
CB - 946
CB - 917
CB - 927
ADS - 966A
CB - 962
CB - 963
ADS - 965
RE
T
A
I
N
I
N
G

W
A
L
L

#
9
STREET M
285
290
295
300
305
310
315
320
325
330
335
340
285
290
295
300
305
310
315
320
325
330
335
340
9+50 10+00
32
6
.
5
8
31
2
.
5
4
10+50
32
5
.
5
0
31
2
.
8
3
11+00
32
3
.
5
8
31
3
.
3
8
11+50
32
2
.
3
9
31
3
.
3
1
12+00
32
2
.
5
0
31
2
.
1
7
12+50
32
2
.
1
2
31
0
.
5
7
13+00
32
0
.
3
3
30
8
.
9
1
13+50
31
8
.
1
6
30
7
.
7
0
14+00
31
4
.
3
2
30
6
.
6
8
14+50 15+00
2.08%
-2.34%
-2.01%
-3.51
%
-2.05%
2.08%-2.08%
2.08%
1.09%
LVC: 75.00'
AD: 1.46
K: 51.2
PVI EL: 308.60'
PVI STA: 13+05.96
LOW PT EL: 307.83'
LOW PT STA: 13+43.46
ST
A
:

1
2
+
6
8
.
4
6
EL
:

3
0
9
.
9
2
'
ST
A
:

1
3
+
4
3
.
4
6
EL
:

3
0
7
.
8
3
'
LVC: 75.00'
AD: -1.50
K: 50.0
PVI EL: 312.29'
PVI STA: 12+00.95
HIGH PT EL: 313.04'
HIGH PT STA: 11+63.45
ST
A
:

1
1
+
6
3
.
4
5
EL
:

3
1
3
.
0
4
'
ST
A
:

1
2
+
3
8
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4
5
EL
:

3
1
0
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9
7
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=

9
+
9
2
.
0
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=

3
1
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3
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6
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0
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=

3
0
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7
6
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1
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4
9
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1
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=

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1
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7
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+
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9
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9
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1
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6
0
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CB

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9

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7
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:

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:

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0

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L
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6
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3
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7
7
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1
3
.
2
4

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CB

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9
6
2
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:

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3
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8
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2
0
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1
3
.
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5

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229.1
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8" PVC
1.5' MIN.
EXISTING GRADE
6"x6" TEE WITH (3)
6" GATE VALVES
8"x8" TEE WITH (3)
8" GATE VALVES
6"x6" TEE WITH (3)
6" GATE VALVES
8"x8" TEE WITH (3)
8" GATE VALVES
PROPOSED
GRADE
8" DIP WATER MAIN
6" C900 PVC RECLAIM WATERLINE
VERTICAL SIGHT
DISTANCE ( RT TURN)
REQUIRED =287'
VERTICAL SIGHT
DISTANCE ( LT TURN)
REQUIRED =331'
3.5' SIGHT
ELEV.
3.5' SIGHT
ELEV.
3.5' SIGHT
ELEV.
2' MIN.
2' MIN.
1.5' MIN.
6" C900 PVC RECLAIM WATERLINE
15" RCP
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Sheet No.
Designer
Drawn By
Date
Job No.
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A
02190372.20
02/27/2024
WR
WR
1 inch = 50 ft.
50
GRAPHIC SCALE
0 25 50 100
SCALE:
1" = 50' HORIZ.
1" = 5' VERT.
GO
O
S
E

N
E
S
T

C
O
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E

&

R
E
D
BR
U
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H

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A
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A
N

A
N
D
PR
O
F
I
L
E
C6.13
LI
G
H
T

O
A
K

W
A
Y
(5
5
'

P
U
B
L
I
C

R
O
W
)
GOOSE NEST COVE
(55' PUBLIC ROW)
SE
C
T
I
O
N

4
SE
C
T
I
O
N

2
NOTES:
1.ALL WATER MAINS SHALL BE INSTALLED WITH A
MINIMUM COVER OF 3 FEET AND MAXIMUM OF 6 FEET
MEASURED FROM THE TOP OF THE PIPE TO THE
FINISHED SUBGRADE OF THE ROADWAY (OR AS
OTHERWISE DIRECTED BY DIRECTOR OF ENGINEERING).
2.SEWER MAINS FROM 14 TO 20 FEET DEEP SHALL
REQUIRE SPECIAL BEDDING IN ACCORDANCE WITH THE
STANDARD DETAILS SECTION OF THESE STANDARDS.
3.SEWER MAINS DEEPER THAN 20' ARE REQUIRED TO BE
DIP, WITH 401 PROTECTANT, AND HAVE 5' MANHOLES.
4.ALL CARRIER WATERLINE PIPE INSIDE CASING TO BE
RESTRAINED JOINT.
5.TEMPORARY BLOW-OFF ASSEMBLIES AND ASSOCIATED
GATE VALVES ARE FOR PHASING PURPOSES ONLY, AND
SHALL BE REMOVED WHEN MAINS ARE EXTENDED INTO
THE NEXT PHASE OF CONSTRUCTION.
RED BRUSH WAY
(55' PUBLIC ROW)
DE
E
R
C
R
O
F
T

D
R
I
V
E
(5
5
'

P
U
B
L
I
C

R
O
W
)
AL
L
E
Y

1
1
(2
5
'

A
C
C
E
S
S

E
A
S
E
M
E
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T
)
AL
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Y

1
(2
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A
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M
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)
AL
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Y

1
(2
5
'

A
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S
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M
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T
)
DE
E
R
C
R
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F
T

D
R
I
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E
(5
5
'

P
U
B
L
I
C

R
O
W
)
NOT PART OF
THIS PHASE
NOT PART OF
THIS PHASE
I certify that these as-builts are accurate and that each of the items listed on the Town’s “As-Built
Checklist” as contained in the Town of Holly Springs Engineering Design and Construction
Standards is provided on this set of as-built drawings (22 total sheets in this set). I certify that
all of the information provided is field-verified as-built information.
(Seal) ________________________________ ___________________
Signature Registered Land Surveyor Date
(Seal) ________________________________ ___________________
Signature by Professional Engineer Date
_____________________________________ ______________
Acceptance by Construction Inspector Date
N O R T H C A RO
L
I
N
A
C
U
R
TIS M . B L A Z IE R
PR O F E SSIO
N
A
L
E
NGI N E E R
SEAL
033840
N O R T H C A RO
L
I
N
A
B
E
N
J
A
MIN E . D A Y T ON
PR O F E SSIO
N
A
L
L
A
N
D
SU R V E YOR
SEAL
L-4390
RECORD DRAWING NOTES:
1.THIS RECORD DRAWING SET OF PLANS IS BASED ON FIELD SURVEY PREPARED BY
WITHERSRAVENEL. INFORMATION SHOWN HEREON IS COMPRISED OF EXISTING AND
PROPOSED CONDITIONS AS ORIGINALLY APPROVED BY THE TOWN OF HOLLY SPRINGS UNLESS
OTHERWISE NOTED.
2.THE SANITARY SEWER AND STORM SEWER ASSOCIATED WITH CAROLINA SPRINGS PHASE 1,
SECTION 4 HAVE BEEN PHYSICALLY SURVEYED AND THIS PLAN REPRESENTS, TO THE BEST OF
OUR KNOWLEDGE, THE HORIZONTAL AND VERTICAL LOCATIONS OF THESE UTILITIES.
3.THE WATERLINE INFORMATION SHOWN ON THESE PLANS IS FROM PERIODIC INSPECTIONS
CONDUCTED THROUGHOUT THE CONSTRUCTION PHASE OF THE PROJECT. WITHERSRAVENEL
MAKES NO GUARANTEE OF THE SURVEYED ACCURACY OF THE WATERLINE SHOWN.
4.WITHERSRAVENEL IS NOT HELD RESPONSIBLE FOR INACCURACIES IN PLANS DUE TO SKETCHES
OR OTHER INFORMATION RECEIVED FROM CONTRACTOR(S) THAT DO NOT ACCURATELY
REFLECT FINISHED CONSTRUCTION FIELD CONDITIONS.
5. IN STREETS AND UTILITIES LOCATED IN THE TRIASSIC BASIN AS SHOWN IN TOHS DETAIL HS356
(WHERE TRIASSIC SOILS ON COMPRESSIBLE MINIATURE TRIASSIC SEDIMENTARY ROCK-LIKE MATERIAL
EXISTS) THERE WILL BE CERTAIN SPECIAL CRITERIA REQUIRED FOR ROADWAY CONSTRUCTION.
THE FOLLOWING MINIMUMS WILL BE REQUIRED OF DEVELOPERS:
1.PRE-QUALIFIED GEO-TECHNICAL FIRM APPROVED BY THE TOWN MUST BE ON SITE FULL TIME
WHILE THE UTILITIES AND ROADWAYS ARE BEING CONSTRUCTED.
2.DOCUMENTATION OF MOISTURE CONTENT, COMPACTION, DENSITY, GEOGRID DESIGN CRITERIA,
ETC. MUST BE PROVIDED TO TOWN INSPECTOR.
3.ALL ROADWAYS WILL HAVE TO BE PROOF-ROLLED AT BOTH SUB GRADE AND STONE GRADE BY
TOWN INSPECTOR AS WELL.
4.THE STANDARD ROADWAY CROSS-SECTION WILL BE WOVEN GEO-FABRIC DESIGN CRITERIA HP 270
OR EQUAL ON ENTIRE ROAD (AND MUST BE APPROVED BY THE TOWN OF HOLLY SPRINGS), 7” ABC
STONE, WITH ASPHALT COMPLETED IN STAGED CONSTRUCTION OF 2.5” I-19 ASPHALT AND 1.5”
S9.5C IN STAGE ONE AND 1.5” S9.5C FINAL OVERLAY INITIAL ONE-YEAR WARRANTY WITH AN
ADDITIONAL YEAR EXTENSION STARTING AFTER FINAL OVERLAY SHALL BE REQUIRED FOR
ROADWAYS. FOR THE EXTENDED WARRANTY PERIOD, IT WILL BE REQUIRED TO POST A BOND, LOC,
OR CASH FOR 50% OF ACTUAL COST OF ROADWAY (STORM DRAINAGE, CURB & GUTTER,
SIDEWALK AND PAVEMENT).
5.WHERE MANHOLES ARE LOCATED IN STREETS IT WILL BE REQUIRED TO HAVE SUITABLE OFF-SITE
STRUCTURAL MATERIAL OR ABC STONE TO BACKFILL AROUND EXCAVATION OF MANHOLES UP TO
SUBGRADE.
6.AN ADDITIONAL FOOT OF STONE WILL BE REQUIRED 10' EITHER SIDE OF MANHOLE FOR ENTIRE
WIDTH OF ROADWAY.
ADDITIONAL MEASURES MAY BE DEEMED NECESSARY BY THE TOWN PENDING SEVERITY OF THE SOILS.
THE PAVEMENT THICKNESS OF ANY STREET SHALL, AT A MINIMUM, EQUAL THE DESIGN SHOWN IN THE
STANDARD DETAILS SECTION OF THESE STANDARDS FOR THE VARIOUS STREET WIDTHS.
APPROVED PAVEMENT DESIGN METHODS INCLUDE THOSE AS PROPOSED BY NCDOT, THE 1986 AASHTO
GUIDELINES AND THE 1981 ASPHALT INSTITUTE MS 1 DOCUMENT.
THE AASHTO METHOD WILL REQUIRE USE OF A TERMINAL SERVICEABILITY INDEX OF 2.0 FOR
COLLECTORS AND 2.5 FOR THOROUGHFARES, SO = 0.49 FOR FLEXIBLE PAVEMENT AND SO = 0.39 FOR
RIGID PAVEMENTS, AND A RELIABILITY OF 98% FOR THOROUGHFARES AND A RELIABILITY OF 95% FOR
COLLECTORS.
ALL STREETS MAINTAINED BY THE NCDOT MUST RECEIVE APPROVAL OF THE PAVEMENT DESIGN FROM
NCDOT PRIOR TO THE BEGINNING OF CONSTRUCTION. NORMAL CROWN FOR THE PAVEMENT SECTION
SHALL BE ¼”/FOOT, EXCEPT AS APPROVED FOR SUPERELEVATED CROSS-SECTIONS
GOOSE NEST COVE
RED BRUSH WAY
DocuSign Envelope ID: 11D5A701-9CF9-4716-9385-62A36377DF26
3/7/2024
3/7/2024
STREET R
275
280
285
290
295
300
305
310
315
320
325
275
280
285
290
295
300
305
310
315
320
325
10+00
31
1
.
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31
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3
16+50 17+00
-1.25%
-3.75
%
-1.98%2.00%
LVC: 95.98'
AD: 1.77
K: 54.4
PVI EL: 292.76'
PVI STA: 15+52.95
LOW PT EL: 291.81'
LOW PT STA: 16+00.94
ST
A
:

1
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LVC: 100.00'
AD: -2.50
K: 40.0
PVI EL: 309.76'
PVI STA: 10+99.27
HIGH PT EL: 310.39'
HIGH PT STA: 10+49.27
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118.16' 8" PVC @ 1.02%
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.
TEMPORARY BLOW OFF
ASSEMBLIES FOR
FUTURE EXTENSIONS
FIRE HYDRANT
ASSEMBLY
6"x6" TEE WITH (3)
6" GATE VALVES
8"x8" TEE WITH (3)
8" GATE VALVES
EXISTING GRADE
PROPOSED
GRADE
8" DIP
WATER MAIN
6" C900 PVC
RECLAIM
WATERLINE
VERTICAL SIGHT
DISTANCE ( RT TURN)
REQUIRED =287'
VERTICAL SIGHT
DISTANCE ( LT TURN)
REQUIRED =331'
3.5' SIGHT
ELEV.
3.5' SIGHT
ELEV.
3.5' SIGHT
ELEV.
2' MIN.
18" MIN. (8" DIP WATER)
2' MIN. (6" C900 RECLAIM)
8" DIP
WATER MAIN
6" C900 PVC
RECLAIM
WATERLINE
1.5' MIN.
1.5' MIN.
1.5'
MIN.
WATERLINE AND RECLAIM WATER
SHOWN PER FIELD REVISION BY
CONTRACTOR
15" R
C
P
18" RCP
18" RCP
169.6
0
'

8
"

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C

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6
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177.33' 8" PVC @ 1.00%
346347348 341342350343351344345
357
361
358
363
356
326 327 328 329 330 331 332 333 334 335 336 337 338 339
312313314315316317318319320321322323324325
367 366 365 364 362
360
359
353 352 349 340
310
309
306
305
304
303
307
308
311
355 354
10+00 11+00 12+00 13+00 14+00 15+00 16+00 16+36.57
PI
:

1
0
+
3
9
.
3
3
SS
SSSS
SS
SS
SSSSSSSSSSSS
LE

(
T
Y
P
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FES 9
SS
SS
SS
SS
SS
SS
295
29
5
29
5
3
0
0
3
0
5
310
310
3
0
5
3
0
0
30
0
30
5
30
0
295
290
300
285
280 275
2
7
5
2
8
0
2
8
5
29
5
2
9
5
29
0
320
31
5
32
0
31
0
3
1
0
3
0
5
3
0
0
300
305
295
289
290
2
9
1
292
29
2
2
9
3
2
9
2
320
R
R
R
R
R
R
R
W W W W W W W W W
W
W
W
W
R R R R R R R R R R R R R R R R R R
R
R
R
R
R
R
W
W
W
W
MH 97MH 97
MH 224MH 224
MH 96 MH 95
MH 93
MH 93
MH 94MH 94
MH 354(0)
MH 93A
MH 445
CB - 969
DI - 964
ADS - 966
CB - 961
CB - 960 CB - 959
CB - 971
CB - 944
DI - 958
CB - 951
CB - 931
CB - 943 CB - 904
CB - 949
CB - 952
CB - 942
CB - 903
CB - 902
FES - 901
FES - 957
CB - 905
CB - 946
DI - 956
DI - 947
DI - 954
CB - 953
ADS - 966A
CB - 962CB - 963
ADS - 965
DI - 955
CB - 902A
RETAINING WALL #1
WITH SAFETY RAILINGS
RETAINING WALL #9
TOP OF BANK (TYP.)
10'
RETAINING
WALL
EASEMENT
LIGHT OAK WAY
(55' PUBLIC ROW)
ALLEY 11
(25' ACCESS EASEMENT)
CA
R
O
V
A

B
E
N
D
(5
5
'

P
U
B
L
I
C

R
O
W
)
RE
D

B
R
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S
H

W
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Y
(5
5
'

P
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B
L
I
C

R
O
W
)
SEWER STUB
(1) 8" TEE
(1) 8" TEE
(3) 8" GV
(1) 2" BOA
(1) 8" GV
(1) 2" BOA
(1) 6" GV
FH
A

(
T
Y
P
)
8" DIP
WATER
LINE (TYP)
6"

C
9
0
0

P
V
C

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C
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A
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E
D
WA
T
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R

L
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(
T
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8" DIP
8"

D
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P
WA
T
E
R

L
I
N
E

(
T
Y
P
)
6" C900 PVC
RECLAIMED
WATER LINE (TYP)
(1) 6" RWL TEE
(3) 6" GV
Revisions
K:
\
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\
1
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3
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A
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L
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Sheet No.
Designer
Drawn By
Date
Job No.
Wi
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CA
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A

S
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S
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4
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A
02190372.20
02/27/2024
WR
WR
1 inch = 50 ft.
50
GRAPHIC SCALE
0 25 50 100
SCALE:
1" = 50' HORIZ.
1" = 5' VERT.
LI
G
H
T

O
A
K

W
A
Y
PL
A
N

A
N
D

P
R
O
F
I
L
E
C6.14
NOTES:
1.ALL WATER MAINS SHALL BE INSTALLED WITH A
MINIMUM COVER OF 3 FEET AND MAXIMUM OF 6 FEET
MEASURED FROM THE TOP OF THE PIPE TO THE
FINISHED SUBGRADE OF THE ROADWAY (OR AS
OTHERWISE DIRECTED BY DIRECTOR OF ENGINEERING).
2.SEWER MAINS FROM 14 TO 20 FEET DEEP SHALL
REQUIRE SPECIAL BEDDING IN ACCORDANCE WITH THE
STANDARD DETAILS SECTION OF THESE STANDARDS.
3.SEWER MAINS DEEPER THAN 20' ARE REQUIRED TO BE
DIP, WITH 401 PROTECTANT, AND HAVE 5' MANHOLES.
4.ALL CARRIER WATERLINE PIPE INSIDE CASING TO BE
RESTRAINED JOINT.
5.TEMPORARY BLOW-OFF ASSEMBLIES AND ASSOCIATED
GATE VALVES ARE FOR PHASING PURPOSES ONLY, AND
SHALL BE REMOVED WHEN MAINS ARE EXTENDED INTO
THE NEXT PHASE OF CONSTRUCTION.
I certify that these as-builts are accurate and that each of the items listed on the Town’s “As-Built
Checklist” as contained in the Town of Holly Springs Engineering Design and Construction
Standards is provided on this set of as-built drawings (22 total sheets in this set). I certify that
all of the information provided is field-verified as-built information.
(Seal) ________________________________ ___________________
Signature Registered Land Surveyor Date
(Seal) ________________________________ ___________________
Signature by Professional Engineer Date
_____________________________________ ______________
Acceptance by Construction Inspector Date
N O R T H C A RO
L
I
N
A
C
U
R
TIS M . B L A Z I E R
PR O F E SSIO
N
A
L
E
NGI N E E R
SEAL
033840
N O R T H C A RO
L
I
N
A
B
E
N
J A
MIN E . D A Y T ON
PR O F E SSIO
N
A
L
L
A
N
D
SU R V E Y O
R
SEAL
L-4390
RECORD DRAWING NOTES:
1.THIS RECORD DRAWING SET OF PLANS IS BASED ON FIELD SURVEY PREPARED BY
WITHERSRAVENEL. INFORMATION SHOWN HEREON IS COMPRISED OF EXISTING AND
PROPOSED CONDITIONS AS ORIGINALLY APPROVED BY THE TOWN OF HOLLY SPRINGS UNLESS
OTHERWISE NOTED.
2.THE SANITARY SEWER AND STORM SEWER ASSOCIATED WITH CAROLINA SPRINGS PHASE 1,
SECTION 4 HAVE BEEN PHYSICALLY SURVEYED AND THIS PLAN REPRESENTS, TO THE BEST OF
OUR KNOWLEDGE, THE HORIZONTAL AND VERTICAL LOCATIONS OF THESE UTILITIES.
3.THE WATERLINE INFORMATION SHOWN ON THESE PLANS IS FROM PERIODIC INSPECTIONS
CONDUCTED THROUGHOUT THE CONSTRUCTION PHASE OF THE PROJECT. WITHERSRAVENEL
MAKES NO GUARANTEE OF THE SURVEYED ACCURACY OF THE WATERLINE SHOWN.
4.WITHERSRAVENEL IS NOT HELD RESPONSIBLE FOR INACCURACIES IN PLANS DUE TO SKETCHES
OR OTHER INFORMATION RECEIVED FROM CONTRACTOR(S) THAT DO NOT ACCURATELY
REFLECT FINISHED CONSTRUCTION FIELD CONDITIONS.
5. IN STREETS AND UTILITIES LOCATED IN THE TRIASSIC BASIN AS SHOWN IN TOHS DETAIL HS356
(WHERE TRIASSIC SOILS ON COMPRESSIBLE MINIATURE TRIASSIC SEDIMENTARY ROCK-LIKE MATERIAL
EXISTS) THERE WILL BE CERTAIN SPECIAL CRITERIA REQUIRED FOR ROADWAY CONSTRUCTION.
THE FOLLOWING MINIMUMS WILL BE REQUIRED OF DEVELOPERS:
1.PRE-QUALIFIED GEO-TECHNICAL FIRM APPROVED BY THE TOWN MUST BE ON SITE FULL TIME
WHILE THE UTILITIES AND ROADWAYS ARE BEING CONSTRUCTED.
2.DOCUMENTATION OF MOISTURE CONTENT, COMPACTION, DENSITY, GEOGRID DESIGN CRITERIA,
ETC. MUST BE PROVIDED TO TOWN INSPECTOR.
3.ALL ROADWAYS WILL HAVE TO BE PROOF-ROLLED AT BOTH SUB GRADE AND STONE GRADE BY
TOWN INSPECTOR AS WELL.
4.THE STANDARD ROADWAY CROSS-SECTION WILL BE WOVEN GEO-FABRIC DESIGN CRITERIA HP 270
OR EQUAL ON ENTIRE ROAD (AND MUST BE APPROVED BY THE TOWN OF HOLLY SPRINGS), 7” ABC
STONE, WITH ASPHALT COMPLETED IN STAGED CONSTRUCTION OF 2.5” I-19 ASPHALT AND 1.5”
S9.5C IN STAGE ONE AND 1.5” S9.5C FINAL OVERLAY INITIAL ONE-YEAR WARRANTY WITH AN
ADDITIONAL YEAR EXTENSION STARTING AFTER FINAL OVERLAY SHALL BE REQUIRED FOR
ROADWAYS. FOR THE EXTENDED WARRANTY PERIOD, IT WILL BE REQUIRED TO POST A BOND, LOC,
OR CASH FOR 50% OF ACTUAL COST OF ROADWAY (STORM DRAINAGE, CURB & GUTTER,
SIDEWALK AND PAVEMENT).
5.WHERE MANHOLES ARE LOCATED IN STREETS IT WILL BE REQUIRED TO HAVE SUITABLE OFF-SITE
STRUCTURAL MATERIAL OR ABC STONE TO BACKFILL AROUND EXCAVATION OF MANHOLES UP TO
SUBGRADE.
6.AN ADDITIONAL FOOT OF STONE WILL BE REQUIRED 10' EITHER SIDE OF MANHOLE FOR ENTIRE
WIDTH OF ROADWAY.
ADDITIONAL MEASURES MAY BE DEEMED NECESSARY BY THE TOWN PENDING SEVERITY OF THE SOILS.
THE PAVEMENT THICKNESS OF ANY STREET SHALL, AT A MINIMUM, EQUAL THE DESIGN SHOWN IN THE
STANDARD DETAILS SECTION OF THESE STANDARDS FOR THE VARIOUS STREET WIDTHS.
APPROVED PAVEMENT DESIGN METHODS INCLUDE THOSE AS PROPOSED BY NCDOT, THE 1986 AASHTO
GUIDELINES AND THE 1981 ASPHALT INSTITUTE MS 1 DOCUMENT.
THE AASHTO METHOD WILL REQUIRE USE OF A TERMINAL SERVICEABILITY INDEX OF 2.0 FOR
COLLECTORS AND 2.5 FOR THOROUGHFARES, SO = 0.49 FOR FLEXIBLE PAVEMENT AND SO = 0.39 FOR
RIGID PAVEMENTS, AND A RELIABILITY OF 98% FOR THOROUGHFARES AND A RELIABILITY OF 95% FOR
COLLECTORS.
ALL STREETS MAINTAINED BY THE NCDOT MUST RECEIVE APPROVAL OF THE PAVEMENT DESIGN FROM
NCDOT PRIOR TO THE BEGINNING OF CONSTRUCTION. NORMAL CROWN FOR THE PAVEMENT SECTION
SHALL BE ¼”/FOOT, EXCEPT AS APPROVED FOR SUPERELEVATED CROSS-SECTIONS
LIGHT OAK WAY
DocuSign Envelope ID: 02FDE459-70F2-4284-8AE7-515034FD808F
3/7/2024
3/7/2024
W
W
W
W
W
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
W
W
W
W
W
W
128
193
262
194
263
195
196
259
260
198
254
202
255
256
258197
192
134
132
133
130
129
127
126
131
201
200
199
257
261
CA
R
O
L
I
N
A

S
P
R
I
N
G
S

B
L
V
D
.
(8
2
'

P
U
B
L
I
C

R
.
O
.
W
.
)
SS
SS
SS
SS
SS
CB - 839
3/
4
"
WM
(T
Y
P
)
4"

C
O
(T
Y
P
)
8"

D
I
P
WA
T
E
R
LI
N
E

(
T
Y
P
)
PR
O
P
O
S
E
D
5'

S
I
D
E
W
A
L
K

(
T
Y
P
)
PR
O
P
O
S
E
D
5'

S
I
D
E
W
A
L
K

(
T
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P
)
SS
SS
SS
10+00 11+00 12+00 12+66.50
CB - 927
MH 423
MH 335
MH 334
ALLEY 2
295
300
305
310
315
320
325
330
335
295
300
305
310
315
320
325
330
335
EXISTING GRADE
PROPOSED GRADE
8" DIP WATER MAIN6" C900 PVC RECLAIM WATERLINE
8" DIP WATER MAIN
6" C900 PVC RECLAIM WATERLINE
9+50 10+00
32
0
.
9
3
31
8
.
3
0
10+50
32
4
.
1
1
31
8
.
3
5
11+00
32
6
.
5
8
31
8
.
9
5
11+50
32
7
.
4
5
31
9
.
6
9
12+00
32
6
.
1
4
32
0
.
2
1
12+50
32
4
.
4
2
32
0
.
7
4
13+00 13+50
PV
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A
:

1
0
+
0
0
.
0
0
EL
:

3
1
8
.
3
0
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PV
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1
2
+
6
6
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5
0
EL
:

3
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PV
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7
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0
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9
5
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PV
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1
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6
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5
0
EL
:

3
1
9
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6
5
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PV
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A
:

1
1
+
3
0
.
5
0
EL
:

3
1
9
.
3
2
'
PV
I

S
T
A
:

1
2
+
5
7
.
5
0
EL
:

3
2
0
.
8
2
'
8" PVC
8" PVC
ST
A
:

1
9
+
3
5
.
4
3

C
A
R
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A

S
P
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ST
A
:

1
0
+
0
0
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0
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L
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2

=
EL
:

3
1
8
.
3
0
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ST
A
:

1
8
+
8
8
.
6
3

A
L
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1
ST
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:

1
1
+
3
8
.
5
0

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2

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:

3
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4
8
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ST
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+
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6
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2

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1
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0
0
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ST
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:

1
9
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4
6
.
5
3

S
T
R
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T

D
2.08%
-2.08%
2.08%
1.21%
1.05%
ALLEY 1
275
280
285
290
295
300
305
310
315
320
325
330
335
340
275
280
285
290
295
300
305
310
315
320
325
330
335
340
8" DIP WATER MAIN
6" C900 PVC RECLAIM
WATERLINE
EXISTING GRADE
PROPOSED GRADE
21+00
33
1
.
2
9
31
5
.
7
2
21+50
32
9
.
7
8
31
4
.
5
3
22+00
32
7
.
5
0
31
3
.
3
4
22+50
32
6
.
3
3
31
2
.
0
9
23+00
32
5
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1
7
31
0
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5
3
23+50
32
3
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2
8
30
8
.
6
1
24+00
32
0
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0
0
30
6
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3
9
24+50
31
4
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8
3
30
4
.
1
4
25+00
31
0
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8
7
30
1
.
8
9
25+50
30
6
.
2
2
29
9
.
6
4
26+00
30
0
.
4
5
29
7
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4
9
26+50
29
2
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9
0
29
6
.
0
7
27+00 27+50
CB

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ST
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2
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5
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5
2
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8
6
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9
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1
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8
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2
3
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7
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1
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2
9
IN
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:

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9
5
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C
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2
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:

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9
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2
4
ST
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6
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7
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ST
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%
LVC: 75.00'
AD: 2.50
K: 30.0
PVI EL: 296.81'
PVI STA: 26+12.87
LOW PT EL: 296.06'
LOW PT STA: 26+50.37
ST
A
:

2
5
+
7
5
.
3
7
EL
:

2
9
8
.
5
0
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ST
A
:

2
6
+
5
0
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3
7
EL
:

2
9
6
.
0
6
'
LVC: 150.00'
AD: -2.12
K: 70.8
PVI EL: 311.05'
PVI STA: 22+96.45
HIGH PT EL: 312.83'
HIGH PT STA: 22+21.45
ST
A
:

2
2
+
2
1
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4
5
EL
:

3
1
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8
3
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:

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:

2
2
+
3
3
.
2
7

A
L
L
E
Y

1

=
EL
:

3
1
2
.
5
4
'
ST
A
:

2
6
+
9
0
.
5
3

A
L
L
E
Y

1

=
EL
:

2
9
5
.
7
9
'
ST
A
:

3
9
+
7
7
.
7
5

S
T
R
E
E
T

C
2.08%
-4.5
0
%
-2.00%
-2.38%
PLAY LAWN
W W W W W W W W W WR
R
R R R R R R R R R R R R R R R R R R
W R
R
R
R
R
R
R
R
R
W
W
W
W
184
188 187189
272 288273274
190
278 279 280 281 282
267
275
268
276 284
269
285
270
286 287271
186
185
283277
266
302
301
300
299
297
296
295
294
293
292
298
SS
SS
SS
SS
CB - 935
CB - 936
ADS - 967
CB - 937
CB - 924
CB - 934
CB - 918
CB - 939
CB - 923
CB - 938
CB - 933
CB - 908
CB - 907
CB - 922
CB - 906
CB - 921
CB - 932
CB - 931
CB - 925
ALL
E
Y

7
(VA
R
I
A
B
L
E

W
I
D
T
H

A
C
C
E
S
S

E
A
S
E
M
E
N
T
)
DEERCROFT DRIVE
(55' PUBLIC ROW)
ALLEY 1
(37' ACCESS EASEMENT)
CB - 905
MH 90
DEERCROFT DRIVE
(55' PUBLIC ROW)(1) 8" TEE
(3) 8" GV(1) 6" TEE
(3) 6" GV
(1) 8" TEE
(3) 8" GV
(1) 6" TEE
(3) 6" GV
3/4"
WM
(TYP)
FHA (TYP)RECLAIMED
WATER LINE (TYP)
VWDE
VWDE
PDELE (TYP)
FHA (TYP)
WATER
LINE (TYP)
6" C900 PVC
RECLAIMED
WATER LINE (TYP)
ON-STREET
PARKING (TYP)
20' DE
LANDSCAPE EASEMENT (TYP)
SSSSSSSSSSSSSSSSSS
CB - 917
21+00 22+00 23+00 24+00 25+00 26+00 26+90.53
CB - 908
PC
:

2
1
+
7
6
.
0
8
MH 92MH 92
AL
L
E
Y
S

1

&

2

P
L
A
N

A
N
D
PR
O
F
I
L
E
C6.16
Revisions
K:
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:
4
4

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SM
I
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,

A
L
L
I
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O
N
Sheet No.
Designer
Drawn By
Date
Job No.
Wi
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5

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D
R
A
W
I
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G
S
CA
R
O
L
I
N
A

S
P
R
I
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S
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A
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S
E
C
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L
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O
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I
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A
02190372.20
02/27/2024
WR
WR
1 inch = 50 ft.
50
GRAPHIC SCALE
0 25 50 100
SCALE:
1" = 50' HORIZ.
1" = 5' VERT.
CA
R
O
L
I
N
A

S
P
R
I
N
G
S

B
O
U
L
E
V
A
R
D
(8
2
'

P
U
B
L
I
C

R
O
W
)
ALLEY 2
(25' ACCESS EASEMENT)
SE
E

S
H
E
E
T

C
6
.
1
5

F
O
R

C
O
N
T
I
N
U
A
T
I
O
N
AL
L
E
Y

1
(2
5
'

A
C
C
E
S
S

E
A
S
E
M
E
N
T
)
DE
E
R
C
R
O
F
T

D
R
I
V
E
(5
5
'

P
U
B
L
I
C

R
O
W
)
SE
C
T
I
O
N

4
SE
C
T
I
O
N

2
AL
L
E
Y

7
(37
'

A
C
C
E
S
S

E
A
S
E
M
E
N
T
)
I certify that these as-builts are accurate and that each of the items listed on the Town’s “As-Built
Checklist” as contained in the Town of Holly Springs Engineering Design and Construction
Standards is provided on this set of as-built drawings (22 total sheets in this set). I certify that
all of the information provided is field-verified as-built information.
(Seal) ________________________________ ___________________
Signature Registered Land Surveyor Date
(Seal) ________________________________ ___________________
Signature by Professional Engineer Date
_____________________________________ ______________
Acceptance by Construction Inspector Date
N O R T H C A RO
L
I
N
A
C
U
R
TIS M . B L A Z I E R
PR O F E SSIO
N
A
L
E
NGI N E E R
SEAL
033840
N O R T H C A RO
L
I
N
A
B
E
N
J A
MIN E . D A Y T ON
PR O F E SSIO
N
A
L
L
A
N
D
SU R V E Y OR
SEAL
L-4390
RECORD DRAWING NOTES:
1.THIS RECORD DRAWING SET OF PLANS IS BASED ON FIELD SURVEY PREPARED BY
WITHERSRAVENEL. INFORMATION SHOWN HEREON IS COMPRISED OF EXISTING AND
PROPOSED CONDITIONS AS ORIGINALLY APPROVED BY THE TOWN OF HOLLY SPRINGS UNLESS
OTHERWISE NOTED.
2.THE SANITARY SEWER AND STORM SEWER ASSOCIATED WITH CAROLINA SPRINGS PHASE 1,
SECTION 4 HAVE BEEN PHYSICALLY SURVEYED AND THIS PLAN REPRESENTS, TO THE BEST OF
OUR KNOWLEDGE, THE HORIZONTAL AND VERTICAL LOCATIONS OF THESE UTILITIES.
3.THE WATERLINE INFORMATION SHOWN ON THESE PLANS IS FROM PERIODIC INSPECTIONS
CONDUCTED THROUGHOUT THE CONSTRUCTION PHASE OF THE PROJECT. WITHERSRAVENEL
MAKES NO GUARANTEE OF THE SURVEYED ACCURACY OF THE WATERLINE SHOWN.
4.WITHERSRAVENEL IS NOT HELD RESPONSIBLE FOR INACCURACIES IN PLANS DUE TO SKETCHES
OR OTHER INFORMATION RECEIVED FROM CONTRACTOR(S) THAT DO NOT ACCURATELY
REFLECT FINISHED CONSTRUCTION FIELD CONDITIONS.
5. IN STREETS AND UTILITIES LOCATED IN THE TRIASSIC BASIN AS SHOWN IN TOHS DETAIL HS356
(WHERE TRIASSIC SOILS ON COMPRESSIBLE MINIATURE TRIASSIC SEDIMENTARY ROCK-LIKE MATERIAL
EXISTS) THERE WILL BE CERTAIN SPECIAL CRITERIA REQUIRED FOR ROADWAY CONSTRUCTION.
THE FOLLOWING MINIMUMS WILL BE REQUIRED OF DEVELOPERS:
1.PRE-QUALIFIED GEO-TECHNICAL FIRM APPROVED BY THE TOWN MUST BE ON SITE FULL TIME
WHILE THE UTILITIES AND ROADWAYS ARE BEING CONSTRUCTED.
2.DOCUMENTATION OF MOISTURE CONTENT, COMPACTION, DENSITY, GEOGRID DESIGN CRITERIA,
ETC. MUST BE PROVIDED TO TOWN INSPECTOR.
3.ALL ROADWAYS WILL HAVE TO BE PROOF-ROLLED AT BOTH SUB GRADE AND STONE GRADE BY
TOWN INSPECTOR AS WELL.
4.THE STANDARD ROADWAY CROSS-SECTION WILL BE WOVEN GEO-FABRIC DESIGN CRITERIA HP 270
OR EQUAL ON ENTIRE ROAD (AND MUST BE APPROVED BY THE TOWN OF HOLLY SPRINGS), 7” ABC
STONE, WITH ASPHALT COMPLETED IN STAGED CONSTRUCTION OF 2.5” I-19 ASPHALT AND 1.5”
S9.5C IN STAGE ONE AND 1.5” S9.5C FINAL OVERLAY INITIAL ONE-YEAR WARRANTY WITH AN
ADDITIONAL YEAR EXTENSION STARTING AFTER FINAL OVERLAY SHALL BE REQUIRED FOR
ROADWAYS. FOR THE EXTENDED WARRANTY PERIOD, IT WILL BE REQUIRED TO POST A BOND, LOC,
OR CASH FOR 50% OF ACTUAL COST OF ROADWAY (STORM DRAINAGE, CURB & GUTTER,
SIDEWALK AND PAVEMENT).
5.WHERE MANHOLES ARE LOCATED IN STREETS IT WILL BE REQUIRED TO HAVE SUITABLE OFF-SITE
STRUCTURAL MATERIAL OR ABC STONE TO BACKFILL AROUND EXCAVATION OF MANHOLES UP TO
SUBGRADE.
6.AN ADDITIONAL FOOT OF STONE WILL BE REQUIRED 10' EITHER SIDE OF MANHOLE FOR ENTIRE
WIDTH OF ROADWAY.
ADDITIONAL MEASURES MAY BE DEEMED NECESSARY BY THE TOWN PENDING SEVERITY OF THE SOILS.
THE PAVEMENT THICKNESS OF ANY STREET SHALL, AT A MINIMUM, EQUAL THE DESIGN SHOWN IN THE
STANDARD DETAILS SECTION OF THESE STANDARDS FOR THE VARIOUS STREET WIDTHS.
APPROVED PAVEMENT DESIGN METHODS INCLUDE THOSE AS PROPOSED BY NCDOT, THE 1986 AASHTO
GUIDELINES AND THE 1981 ASPHALT INSTITUTE MS 1 DOCUMENT.
THE AASHTO METHOD WILL REQUIRE USE OF A TERMINAL SERVICEABILITY INDEX OF 2.0 FOR
COLLECTORS AND 2.5 FOR THOROUGHFARES, SO = 0.49 FOR FLEXIBLE PAVEMENT AND SO = 0.39 FOR
RIGID PAVEMENTS, AND A RELIABILITY OF 98% FOR THOROUGHFARES AND A RELIABILITY OF 95% FOR
COLLECTORS.
ALL STREETS MAINTAINED BY THE NCDOT MUST RECEIVE APPROVAL OF THE PAVEMENT DESIGN FROM
NCDOT PRIOR TO THE BEGINNING OF CONSTRUCTION. NORMAL CROWN FOR THE PAVEMENT SECTION
SHALL BE ¼”/FOOT, EXCEPT AS APPROVED FOR SUPERELEVATED CROSS-SECTIONS
NOT PART OF
THIS PHASE
NOT PART OF
THIS PHASE
NOT PART OF
THIS PHASE
NOT PART OF
THIS PHASE
DocuSign Envelope ID: 11D5A701-9CF9-4716-9385-62A36377DF26
3/7/2024
3/7/2024
R
R
R
R
R
R
R
R
R
W
W
W
W
W
R
R
R
R
R
R
R
W
W
W
W
W
326 327 328 329 330 331 332 333 334 335 336 337 338 339
312313314315316317318319320321322323324325
SS
SS
SSSS
SS
SS
CB - 935
DI - 964
CB - 934
CB - 944
CB - 933
CB - 932
CB - 951
CB - 931
CB - 943 CB - 904CB - 942
CB - 905
CB - 946
ALLEY 11
(25' ACCESS EASEMENT)
CA
R
O
V
A

B
E
N
D
(5
5
'

P
U
B
L
I
C

R
O
W
)
DEERCROFT DRIVE
(55' PUBLIC ROW)(1) 8" TEE
(3) 8" GV(1) 6" TEE
(3) 6" GV
(1) 8" TEE
(3) 8" GV
3/4"
WM
(TYP)
4" CO (TYP)
WATER LINE (TYP)
6" C900 PVC
RECLAIMED
WATER LINE (TYP)
6" C900 PVC RECLAIMED
WATER LINE (TYP)
8" DIP
WATER
LINE (TYP)
8" DIP
WATER
LINE (TYP)
6" C900 PVC
RECLAIMED
WATER LINE
(TYP)
LANDSCAPE
EASEMENT (TYP)
SS
SS
SS
10+00 11+00 12+00 13+00 14+00 14+57.82
SS
SS
CB - 946
MH 93
MH 94
MH 354(0)
VARIABLE WIDTH PDE
VARIABLE WIDTH PDE
CB - 945
CB - 963
CB - 962 CB - 953
ALLEY 10
280
285
290
295
300
305
310
315
320
325
280
285
290
295
300
305
310
315
320
325
9+50 10+00
31
4
.
1
6
30
5
.
2
3
10+50
31
4
.
9
8
30
4
.
5
3
11+00
31
3
.
8
3
30
3
.
9
0
11+50
31
1
.
7
7
30
3
.
2
8
12+00
31
0
.
1
3
30
2
.
6
5
12+50
30
7
.
7
6
30
2
.
0
3
13+00
30
4
.
5
7
30
1
.
3
1
13+50
30
0
.
8
3
29
9
.
5
8
14+00
29
6
.
7
5
29
7
.
0
9
14+50
28
6
.
2
7
29
5
.
5
7
15+00 15+50
EXISTING GRADE
PROPOSED GRADE
LVC: 75.00'
AD: -3.75
K: 20.0
PVI EL: 301.17'
PVI STA: 13+18.37
HIGH PT EL: 301.64'
HIGH PT STA: 12+80.87
ST
A
:

1
2
+
8
0
.
8
7
EL
:

3
0
1
.
6
4
'
ST
A
:

1
3
+
5
5
.
8
7
EL
:

2
9
9
.
2
9
'
PV
I

S
T
A
:

1
0
+
0
0
.
0
0
EL
:

3
0
5
.
2
3
'
PV
I

S
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A
:

1
0
+
1
1
.
0
3
EL
:

3
0
5
.
0
1
'
PV
I

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A
:

1
4
+
5
7
.
5
0
EL
:

2
9
5
.
7
0
'
PV
I

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A
:

1
4
+
4
4
.
4
5
EL
:

2
9
5
.
4
7
'
PV
I

S
T
A
:

1
4
+
2
5
.
0
0
EL
:

2
9
5
.
8
4
'
15"
R
C
P
CB

-

7
1
5
ST
A
:

1
2
+
6
6
.
3
9
,

1
0
.
4
4
'

L
CB

-

7
1
4
ST
A
:

1
4
+
1
9
.
5
0
,

1
0
.
5
3
'

L
-2.00%
1.77%-1.90%
-1.25%
-5.0
0
%
ST
A
:

1
0
+
0
0
.
0
0

A
L
L
E
Y

1
0

=
EL
:

3
0
5
.
2
3
'
ST
A
:

1
9
+
6
9
.
9
7

S
T
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T

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ST
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:

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4
+
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7
.
5
0

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L
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1
0

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EL
:

2
9
5
.
7
0
'
ST
A
:

3
0
+
8
4
.
1
0

S
T
R
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E
T

C
ALLEY 11
270
275
280
285
290
295
300
305
310
315
320
325
330
270
275
280
285
290
295
300
305
310
315
320
325
330
9+50 10+00
32
1
.
4
4
30
9
.
9
1
10+50
32
1
.
5
9
30
8
.
9
0
11+00
31
8
.
8
1
30
7
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8
4
11+50
31
4
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7
4
30
6
.
0
1
12+00
31
1
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9
4
30
3
.
5
3
12+50
30
8
.
0
4
30
1
.
0
3
13+00
30
3
.
5
4
29
8
.
5
3
13+50
29
8
.
3
3
29
6
.
0
3
14+00
29
3
.
6
6
29
3
.
9
2
14+50
29
0
.
1
5
29
2
.
9
4
15+00 15+50
EXISTING GRADE
PROPOSED GRADE
8" DIP WATER MAIN
6" C900 PVC
RECLAIM
WATERLINE
8" DIP WATER MAIN
6" C900 PVC RECLAIM WATERLINE
CB

-

9
4
5
ST
A
:

1
0
+
3
1
.
6
0
,

1
1
.
5
2
'

L
144.94

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F

1
8
"

R
C
P

@

2
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8
5
%
CB

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9
4
4
ST
A
:

1
1
+
7
6
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5
4
,

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0
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3
4
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11
7
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5
9

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8
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5
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6
0
%
CB

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9
4
3
ST
A
:

1
2
+
9
4
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1
3
,

1
0
.
3
2
'

L
131
.
1
6

L
F

2
4
"

R
C
P

@

4
.
9
3
%
CB

-

9
4
2
ST
A
:

1
4
+
2
5
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2
8
,

1
2
.
0
1
'

L
MH

9
4
ST
A
:

1
2
+
8
6
.
9
7
,
RI
M
:

2
9
9
.
0
8
IN
V
.

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U
T
:

2
8
2
.
5
7

(
M
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9
3
)
IN
V
.

I
N
:

2
8
2
.
7
7

(
M
H

9
5
)
0.
7
8
'

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-

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'

D
I
A
.
MH

9
3
ST
A
:

1
4
+
5
7
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8
2
,
RI
M
:

2
9
2
.
9
6
IN
V
.

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U
T
:

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8
1
.
4
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H

9
2
)
IN
V
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N
:

2
8
1
.
6
6

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9
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)
IN
V
.

I
N
:

2
8
1
.
6
6

(
M
H

9
3
A
)
0.
0
0
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-

4
'

D
I
A
.
170.85 LF 8" DIP @ 0.53%
PV
I

S
T
A
:

1
0
+
0
0
.
0
0
EL
:

3
0
9
.
9
1
'
PV
I

S
T
A
:

1
0
+
1
0
.
9
4
EL
:

3
0
9
.
6
8
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PV
I

S
T
A
:

1
4
+
4
4
.
2
3
EL
:

2
9
2
.
8
2
'
PV
I

S
T
A
:

1
4
+
5
7
.
2
3
EL
:

2
9
3
.
0
9
'
LVC: 80.00'
AD: 3.00
K: 26.7
PVI EL: 293.82'
PVI STA: 13+94.22
LOW PT EL: 293.02'
LOW PT STA: 14+34.22
ST
A
:

1
3
+
5
4
.
2
2
EL
:

2
9
5
.
8
2
'
ST
A
:

1
4
+
3
4
.
2
2
EL
:

2
9
3
.
0
2
'
LVC: 75.00'
AD: -3.00
K: 25.0
PVI EL: 307.48'
PVI STA: 11+20.92
HIGH PT EL: 308.23'
HIGH PT STA: 10+83.42
ST
A
:

1
0
+
8
3
.
4
2
EL
:

3
0
8
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2
3
'
ST
A
:

1
1
+
5
8
.
4
2
EL
:

3
0
5
.
6
0
'
PV
I

S
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A
:

1
0
+
0
0
.
0
0
EL
:

3
0
9
.
9
1
'
PV
I

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:

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+
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9
4
EL
:

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9
.
6
8
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PV
I

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4
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:

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9
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A
:

1
4
+
5
7
.
2
3
EL
:

2
9
3
.
0
9
'
15" RCP
-2.08%
-2.00%
2.08%
-5.
0
0
%
-2.00%
-2.08%
-2.00%
2.08%
-5.
0
0
%
-2.00%
ST
A
:

1
0
+
0
0
.
0
0

A
L
L
E
Y

1
1

=
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:

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0
9
.
8
7
'
ST
A
:

1
2
+
6
9
.
7
6

S
T
R
E
E
T

M
ST
A
:

4
2
+
4
7
.
7
9

S
T
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E
T

C
ST
A
:

1
4
+
5
7
.
2
3

A
L
L
E
Y

1
1

=
EL
:

2
9
3
.
0
9
'
170.38 LF 8" DIP @ 0.53%
29
9
.
1
9
28
2
.
7
0
28
2
.
5
0
29
3
.
0
9
28
1
.
6
0
28
1
.
6
0
28
1
.
4
0
LANDSCAPE EASEMENT
RRR
W W W W W W W W W W W W W W
W
R
R
R
R
R
R
R
R
R R R R R R R R R R R R R R
W
W
W
W
W
46 45
505152 48 47
585354555657 6059 6261
49
SS
SSSSSSSSSSSS
SS
CB - 707
CB - 717ACB - 717
CB - 705
CB - 708A
CB - 702
CB - 708
CB - 707A
CB - 706
CB - 704
CB - 703
CB - 715
DI - 803
DI - 852
JB - 802
CALVANDER L
A
N
E
(55' PUBLIC R
O
W
)
ALLEY 10
(25' ACCESS EASEMENT)
CALVANDER LANE
(55' PUBLIC ROW)
ST
R
E
E
T

C
(5
5
'

P
U
B
L
I
C

R
O
W
)
PRIVATE 30' MULTI-USE
TRAIL EASEMENT (TYP)30' DE
PDE
20' DE
PDE
20' DE
PARK PROPERTY LINE
VWDE
20' DE
20' DE
LANDSCAPE
EASEMENT (TYP)
10
+
0
0
11
+
0
0
12+00 13+00 14+00 14+89.27
CB - 714
CB - 702
P
H
A
S
E

2
P
H
A
S
E

1
A
MH 201 AMH 201 A
MH 200MH 200
60" R
C
P
20' PDE
20' DE
Revisions
K:
\
1
9
\
1
9
-
0
3
7
0
\
1
9
0
3
7
2
.
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C
6
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2
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A
N

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A
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a
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4

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:
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5
:
3
9

A
M
-

SM
I
T
H
,

A
L
L
I
S
O
N
Sheet No.
Designer
Drawn By
Date
Job No.
Wi
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11
5

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D

D
R
A
W
I
N
G
S
CA
R
O
L
I
N
A

S
P
R
I
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G
S
P
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A
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E

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S
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C
T
I
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N

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L
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A
02190372.20
02/27/2024
WR
WR
1 inch = 50 ft.
50
GRAPHIC SCALE
0 25 50 100
SCALE:
1" = 50' HORIZ.
1" = 5' VERT.
AL
L
E
Y

1
0

A
N
D

1
1

P
L
A
N
AN
D

P
R
O
F
I
L
E
C6.22
NOT PART OF
THIS PHASE
NOT PART OF
THIS PHASE
I certify that these as-builts are accurate and that each of the items listed on the Town’s “As-Built
Checklist” as contained in the Town of Holly Springs Engineering Design and Construction
Standards is provided on this set of as-built drawings (22 total sheets in this set). I certify that
all of the information provided is field-verified as-built information.
(Seal) ________________________________ ___________________
Signature Registered Land Surveyor Date
(Seal) ________________________________ ___________________
Signature by Professional Engineer Date
_____________________________________ ______________
Acceptance by Construction Inspector Date
N O R T H C A RO
L
I
N
A
C
U
R
TIS M . B L A Z I E R
PR O F E S SIO
N
A
L
E
NGI N E E R
SEAL
033840
N O R T H C A RO
L
I
N
A
B
E
N
J
A
MIN E . D A Y T ON
PR O F E SSIO
N
A
L
L
A
N
D SU R V E Y ORSEAL
L-4390
RECORD DRAWING NOTES:
1.THIS RECORD DRAWING SET OF PLANS IS BASED ON FIELD SURVEY PREPARED BY
WITHERSRAVENEL. INFORMATION SHOWN HEREON IS COMPRISED OF EXISTING AND
PROPOSED CONDITIONS AS ORIGINALLY APPROVED BY THE TOWN OF HOLLY SPRINGS
UNLESS OTHERWISE NOTED.
2.THE SANITARY SEWER AND STORM SEWER ASSOCIATED WITH CAROLINA SPRINGS PHASE 1,
SECTION 4 HAVE BEEN PHYSICALLY SURVEYED AND THIS PLAN REPRESENTS, TO THE BEST OF
OUR KNOWLEDGE, THE HORIZONTAL AND VERTICAL LOCATIONS OF THESE UTILITIES.
3.THE WATERLINE INFORMATION SHOWN ON THESE PLANS IS FROM PERIODIC INSPECTIONS
CONDUCTED THROUGHOUT THE CONSTRUCTION PHASE OF THE PROJECT.
WITHERSRAVENEL MAKES NO GUARANTEE OF THE SURVEYED ACCURACY OF THE
WATERLINE SHOWN.
4.WITHERSRAVENEL IS NOT HELD RESPONSIBLE FOR INACCURACIES IN PLANS DUE TO
SKETCHES OR OTHER INFORMATION RECEIVED FROM CONTRACTOR(S) THAT DO NOT
ACCURATELY REFLECT FINISHED CONSTRUCTION FIELD CONDITIONS.
5. IN STREETS AND UTILITIES LOCATED IN THE TRIASSIC BASIN AS SHOWN IN TOHS DETAIL HS356
(WHERE TRIASSIC SOILS ON COMPRESSIBLE MINIATURE TRIASSIC SEDIMENTARY ROCK-LIKE MATERIAL
EXISTS) THERE WILL BE CERTAIN SPECIAL CRITERIA REQUIRED FOR ROADWAY CONSTRUCTION.
THE FOLLOWING MINIMUMS WILL BE REQUIRED OF DEVELOPERS:
1.PRE-QUALIFIED GEO-TECHNICAL FIRM APPROVED BY THE TOWN MUST BE ON SITE FULL TIME
WHILE THE UTILITIES AND ROADWAYS ARE BEING CONSTRUCTED.
2.DOCUMENTATION OF MOISTURE CONTENT, COMPACTION, DENSITY, GEOGRID DESIGN CRITERIA,
ETC. MUST BE PROVIDED TO TOWN INSPECTOR.
3.ALL ROADWAYS WILL HAVE TO BE PROOF-ROLLED AT BOTH SUB GRADE AND STONE GRADE BY
TOWN INSPECTOR AS WELL.
4.THE STANDARD ROADWAY CROSS-SECTION WILL BE WOVEN GEO-FABRIC DESIGN CRITERIA HP 270
OR EQUAL ON ENTIRE ROAD (AND MUST BE APPROVED BY THE TOWN OF HOLLY SPRINGS), 7” ABC
STONE, WITH ASPHALT COMPLETED IN STAGED CONSTRUCTION OF 2.5” I-19 ASPHALT AND 1.5”
S9.5C IN STAGE ONE AND 1.5” S9.5C FINAL OVERLAY INITIAL ONE-YEAR WARRANTY WITH AN
ADDITIONAL YEAR EXTENSION STARTING AFTER FINAL OVERLAY SHALL BE REQUIRED FOR
ROADWAYS. FOR THE EXTENDED WARRANTY PERIOD, IT WILL BE REQUIRED TO POST A BOND, LOC,
OR CASH FOR 50% OF ACTUAL COST OF ROADWAY (STORM DRAINAGE, CURB & GUTTER,
SIDEWALK AND PAVEMENT).
5.WHERE MANHOLES ARE LOCATED IN STREETS IT WILL BE REQUIRED TO HAVE SUITABLE OFF-SITE
STRUCTURAL MATERIAL OR ABC STONE TO BACKFILL AROUND EXCAVATION OF MANHOLES UP TO
SUBGRADE.
6.AN ADDITIONAL FOOT OF STONE WILL BE REQUIRED 10' EITHER SIDE OF MANHOLE FOR ENTIRE
WIDTH OF ROADWAY.
ADDITIONAL MEASURES MAY BE DEEMED NECESSARY BY THE TOWN PENDING SEVERITY OF THE SOILS.
THE PAVEMENT THICKNESS OF ANY STREET SHALL, AT A MINIMUM, EQUAL THE DESIGN SHOWN IN THE
STANDARD DETAILS SECTION OF THESE STANDARDS FOR THE VARIOUS STREET WIDTHS.
APPROVED PAVEMENT DESIGN METHODS INCLUDE THOSE AS PROPOSED BY NCDOT, THE 1986 AASHTO
GUIDELINES AND THE 1981 ASPHALT INSTITUTE MS 1 DOCUMENT.
THE AASHTO METHOD WILL REQUIRE USE OF A TERMINAL SERVICEABILITY INDEX OF 2.0 FOR
COLLECTORS AND 2.5 FOR THOROUGHFARES, SO = 0.49 FOR FLEXIBLE PAVEMENT AND SO = 0.39 FOR
RIGID PAVEMENTS, AND A RELIABILITY OF 98% FOR THOROUGHFARES AND A RELIABILITY OF 95% FOR
COLLECTORS.
ALL STREETS MAINTAINED BY THE NCDOT MUST RECEIVE APPROVAL OF THE PAVEMENT DESIGN FROM
NCDOT PRIOR TO THE BEGINNING OF CONSTRUCTION. NORMAL CROWN FOR THE PAVEMENT SECTION
SHALL BE ¼”/FOOT, EXCEPT AS APPROVED FOR SUPERELEVATED CROSS-SECTIONS
DocuSign Envelope ID: 11D5A701-9CF9-4716-9385-62A36377DF26
3/7/2024
3/7/2024
250
255
260
265
270
275
280
285
290
295
300
305
250
255
260
265
270
275
280
285
290
295
300
305
24+60
26
8
.
1
4
25+00
26
8
.
8
6
25+50
26
7
.
4
4
26+00
26
9
.
1
6
26+50
26
9
.
5
3
27+00
27
0
.
3
7
27+50
26
8
.
9
1
28+00
27
3
.
4
3
28+50
27
5
.
7
5
29+00
27
7
.
5
1
29+50
27
7
.
7
9
30+00
27
6
.
7
7
30+50
27
5
.
2
2
31+00
27
5
.
0
7
31+50
27
3
.
6
6
32+00
27
2
.
8
2
32+50
27
3
.
2
4
33+00
27
5
.
2
8
33+50
27
4
.
4
9
34+00
27
8
.
9
7
34+50
27
9
.
1
4
35+00
28
8
.
8
3
35+50
29
3
.
6
8
36+00
29
8
.
3
6
MH

8
5
ST
A
:

3
3
+
9
0
.
3
8
RI
M
:

2
8
2
.
2
1
IN
V
.

I
N
:

2
6
7
.
8
1
IN
V
.

I
N
:

2
6
8
.
2
8
IN
V
.

O
U
T
:

2
6
7
.
3
5
(M
H

8
5
A
)
(M
H

2
0
0

)
(M
H

8
4
)
MH

8
5
A
ST
A
:

3
4
+
7
8
.
3
6
RI
M
:

2
8
7
.
2
0
IN
V
.

I
N
:

2
6
9
.
2
4
IN
V
.

O
U
T
:

2
6
8
.
3
8
(M
H

8
6
)
(M
H

8
5
)
MH

8
6
ST
A
:

3
5
+
6
3
.
3
1
RI
M
:

2
9
3
.
8
6
IN
V
.

I
N
:

2
7
5
.
7
3
IN
V
.

O
U
T
:

2
7
5
.
5
3
(M
H

8
7
)
(M
H

8
5
A
)
88.01 LF 8" DIP @ 0.65%
85.3
7

L
F

8
"

P
V
C

@

7
.
3
7
%
MH

9
ST
A
:

2
4
+
8
0
.
8
9
RI
M
:

2
7
2
.
5
1
IN
V
.

I
N
:

2
5
3
.
9
7
IN
V
.

I
N
:

2
5
3
.
1
7
IN
V
.

O
U
T
:

2
5
2
.
9
7
(M
H

8
0
)
(M
H

3
3
)
(M
H

8
)
186.65

L
F

8
"

P
V
C

@

4
.
4
3
%
101.25 LF 8" PVC @ 0.62%
MH

8
1
ST
A
:

2
7
+
6
8
.
9
1
RI
M
:

2
7
0
.
9
4
IN
V
.

I
N
:

2
6
3
.
2
6
IN
V
.

O
U
T
:

2
6
3
.
0
6
(M
H

8
2
)
(M
H

8
0
)
172.38 LF 8" PVC @ 0.59%
305.19 LF 8" DIP @ 0.53%
MH

8
4
ST
A
:

3
2
+
4
6
.
5
0
RI
M
:

2
7
4
.
1
2
IN
V
.

I
N
:

2
6
6
.
2
8
IN
V
.

O
U
T
:

2
6
6
.
0
8
(M
H

8
5
)
(M
H

8
2
)
143.97 LF 8" PVC @ 0.74%
MH

8
0
ST
A
:

2
6
+
6
7
.
6
4
RI
M
:

2
7
0
.
8
8
IN
V
.

I
N
:

2
6
2
.
4
3
IN
V
.

O
U
T
:

2
6
2
.
2
3
(M
H

8
1
)
(M
H

9
)
MH

8
2
ST
A
:

2
9
+
4
1
.
6
8
RI
M
:

2
7
9
.
8
4
IN
V
.

I
N
:

2
6
4
.
4
7
IN
V
.

O
U
T
:

2
6
4
.
2
7
(M
H

8
4
)
(M
H

8
1
)
EXISTING GRADE
EXISTING GRADE
PROPOSED GRADE
PROPOSED GRADE
100 YEAR FLOOD PLAIN
3' MIN
64' OF 18" STEEL
ENCASEMENT PER
TOHS607
FOR STREAM CROSSING
8" DIXIE GAS LINE
12" DIP
WATER MAIN
STREAM CROSSING
PER HS418
27
0
.
4
8
'
25
3
.
9
4
'
25
3
.
1
4
'
25
2
.
9
4
'
27
1
.
3
6
'
26
2
.
6
0
'
26
2
.
4
0
'
27
1
.
0
6
'
26
3
.
3
0
'
26
3
.
1
0
'
28
0
.
0
0
'
26
4
.
4
8
'
26
4
.
2
8
'
27
4
.
2
1
'
26
6
.
2
0
'
26
6
.
0
0
'
28
1
.
9
7
'
26
7
.
8
0
'
26
8
.
3
0
'
26
7
.
3
0
'
28
7
.
7
8
'
26
9
.
3
0
26
8
.
3
0
'
29
4
.
1
0
'
27
5
.
9
5
'
27
5
.
7
6
'
188.86
'

L
F

8
"

P
V
C

@

4
.
4
8
%
99.58' LF 8" PVC @ 0.50%
173.60' LF 8" PVC @ 0.56%
304.34' LF 8" PVC @ 0.50%
142.72' LF 8" PVC @ 0.77
%
89.06' LF 8" PVC @ 0.56%
84..3
4
'

L
F

8
"

P
V
C

@

7
.
6
5
%
50' OF 18" STEEL
ENCASEMENT
FOR GAS LINE CROSSING
R
R
R R R R R R R
R
R
R
R R
R
R RRRRR
R
G
G
G
G
G
G
G
G
G
R
W
W
R
R
R
R
R
R
R
R
R
R R R R R R R R R R R R R R
R
R
R
R
R
R
R
R R
R R R R R R R R
R
W
W
W
W
W
WWWWW
W
W
W
W
W
WWWWWWWW
15 16 17 1811 1912
20
13 14
33 32
23
31
24
252627282930
11
5
'
50'
11
5
'
50'
11
5
'
50'
11
5
'
50'
11
5
'
50'
11
5
'
50'
11
5
'
50'
11
5
'
50'
1
1
6
'
73'
7'
60'
0'
33'
14'
50'
1
1
5
'
46'
6'
1
1
5
'
4'
46'
68'
1
1
5
'
45'
69'
11
5
'
45'
3'47'
11
5
'
47'3'
50'
11
5
'
50'
50'
11
5
'
50'
50'
11
5
'
50'
50'
11
5
'
50'
50'
11
5
'
50'
50'
11
5
'
50'
50'
11
5
'
50'
39'
31'
75'
160
159
156
161
113'
2
9
'
110'
1
9
'
110'
110'
1
9
'
1
9
'
110'
1
9
'
1
9
'
1
9
'
110'
1
9
'
2
9
'
110'
2
9
'
158
157
SS
SS
SS
SS SS SS SS
SS
SS
SS
SS
S
S
S
S
S
S
SS
SS
20
'

P
U
E
LE
(T
Y
P
)
24+00
25+00
26+00 27+00
28+00
29+00
30+00
31+00
32+00
33
+
0
0
34+00 35+00
3
6
+
0
0
1
0
+
0
0
1
1
+
0
0
12
+
0
0
PI: 1
1
+
5
2
.
2
9
CAROVA BEND
(55' PUBLIC ROW)
FLOODWAY
10' ASPHALT MULTI-USE
TRAIL (TYP)
FEMA 100 YEAR
FLOODPLAIN
SCM 7
WET DETENTION POND
8" SEWER
OUTFALL (TYP)
30' TOWN OF HOLLY SPRINGS
PUBLIC UTILITY EASEMENT
30' PUBLIC GREENWAY
EASEMENT (TYP)
WETLANDS (TYP)
TOP OF BANK (TYP.)
SS
26
9
.
6
6
8
4
3
5
26
7
.
9
6
26
7
.
9
4
26
6
.
6
6
2
6
6
.
9
2
26
4
.
8
1
BOARDWALK TO BE INSTALLED
AS PART OF TOHS #17-29-04
SS SS SS SS SS SS
SS
SS
10
7
°
15
7
°
10
8
°
11
8
°
GREENWAY ENTRANCE PER
DETAIL HS341 ON SHEET C8.1
(TYP)
11
8
°
16
6
°
MH 33
3-
Q
N
U
3-
Q
N
U
3-
A
B
U
4-
Q
N
U
4-
Q
N
U
4-
A
B
U
1-
M
G
L
LA
N
D
S
C
A
P
E

E
A
S
E
M
E
N
T
W
W
W
W
W
W
R
R
R
R
R
R
R
R
R
R
R
RRRRRR
WWWW
329
330
331
332
333
334
335
336
337
338
339
312
313
314
315
316
317
318
319
320
321
322
310309306305304303
307 308 311
11
0
'
29'
11
0
'
29'19'
11
0
'
19'
19'
11
0
'
19'
11
0
'
29'
29'
29'
11
0
'
29'
11
0
'
19'
19'
11
0
'
19'
19'
11
0
'
19'
19'
11
0
'
29'
29'
11
0
'
23'
110'
48'
1
6
'
110'
16
'
110'
19
'
19
'
110'
19
'
29
'
110'
19
'
110'
19
'
19
'
29
'
29
'
29
'
22
'
29
'
22
'
22
'
104'
22
'
104'
104'
29
'
104'
29
'
104'
22
'
22
'
104'
22
'
22
'
104'
29
'
29
'
104'
1
2
'
104'
75'
104'
2'
24'
104'
27
'
15
'
104'
22
'
15
'
104'
22
'
22
'
22
'
22
'
22
'
29
'
104'
22
'
22
'
104'
22
'
104'
30
'
104'
1'
104'
29
'
104'
104'
22
'
104'
22
'
104'
29
'
104'
104'
104'
104'
22
'
22
'
19
'
19
'
19
'
22
'
29
'
76'
19
'
29
'
100'
22
'
29
'
22
'
29
'
101'1'
14
'
75'
SS
SS
SS
SS SS
SS
SS
SS
8" PVC
8"

D
I
P
8" PVC
8"

P
V
C
AL
L
E
Y

1
1
(2
5
'

A
C
C
E
S
S

E
A
S
E
M
E
N
T
)
LE

(
T
Y
P
)
PR
O
P
O
S
E
D

L
I
G
H
T
PO
L
E

(
T
Y
P
)
20
'

D
E
20
'

D
E
45+00
46
+
0
0
47
+
0
0
48+00
49
+
0
0
50
+
0
0
SS
SS SS
CB - 951
MH 95
MH 93
MH 94
SS Outfall 1
275
280
285
290
295
300
305
310
315
320
275
280
285
290
295
300
305
310
315
320
MH

9
4
ST
A
:

?
?
?
RI
M
:

2
9
9
.
0
8
IN
V
.

I
N
:

2
8
2
.
7
7
IN
V
.

O
U
T
:

2
8
2
.
5
7
(M
H

9
5
)
(M
H

9
3
)
150.00 LF 8" PVC @
1
.
0
4
%
MH

9
5
ST
A
:

?
?
?
RI
M
:

2
9
5
.
8
3
IN
V
.

I
N
:

2
8
4
.
5
3
IN
V
.

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N
:

2
8
4
.
5
3
IN
V
.

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U
T
:

2
8
4
.
3
3
(M
H

9
6
)
(M
H

4
4
5
)
(M
H

9
4
)
CB

-

9
5
1
ST
A
:

4
8
+
5
0
.
1
7
,

5
.
8
9
'

R
EXISTING GRADE
PROPOSED
GRADE
8" DIP REUSE
WATER MAIN
47+00
30
2
.
7
2
47+50
30
4
.
9
4
48+00
30
4
.
0
1
48+50
30
1
.
8
2
49+00
30
2
.
7
9
29
6
.
0
0
28
4
.
6
6
28
4
.
6
6
28
4
.
4
6
29
9
.
1
9
28
2
.
7
0
28
2
.
5
0
148.06 LF 8" PVC @ 1
.
1
9
%
Revisions
K:
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1
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\
1
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0
3
7
0
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Sheet No.
Designer
Drawn By
Date
Job No.
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A
02190372.20
02/27/2024
WR
WR
1 inch = 50 ft.
50
GRAPHIC SCALE
0 25 50 100
SCALE:
1" = 50' HORIZ.
1" = 5' VERT.
SS

O
U
T
F
A
L
L

1
PL
A
N

A
N
D

P
R
O
F
I
L
E
C6.25
NOTE:
1. MANHOLES LOCATED WITHIN FLOOD PLAIN AREAS ON
OUTFALLS AND WITHIN ANY AREAS OF HIGH GROUNDWATER SHALL BE
WATERPROOFED PER TOWN OF HOLLYSPRINGS STANDARDS AND SPECIFICATIONS.
2. ALL MANHOLES ARE 4' DIAMETER UNLESS OTHERWISE NOTES.
3. SEWER 14' AND DEEPER SHALL HAVE SPECIAL BEDDING.
4. MAXIMUM CROSS SLOPE OF 6:1 FOR ALL OUTFALLS.
SEWER OUTFALL PART ON THE
CAROLINA SPRINGS BLVD
AND INFRASTRUCTURE
CONSTRUCTION DRAWINGS
PROJECT STARTS AT MH9
SEWER LEG PART ON THE
CAROLINA SPRINGS BLVD
AND INFRASTRUCTURE
CONSTRUCTION
DRAWINGS
100 YR CROSS SECTION
ELEVATIONS
162°'
176°'
I certify that these as-builts are accurate and that each of the items listed on the Town’s “As-Built
Checklist” as contained in the Town of Holly Springs Engineering Design and Construction
Standards is provided on this set of as-built drawings (22 total sheets in this set). I certify that
all of the information provided is field-verified as-built information.
(Seal) ________________________________ ___________________
Signature Registered Land Surveyor Date
(Seal) ________________________________ ___________________
Signature by Professional Engineer Date
_____________________________________ ______________
Acceptance by Construction Inspector Date
N O R T H C A RO
L
I
N
A
C
U
R
TIS M . B L A Z IE R
PR O F E SSIO
N
A
L
E
NGI N E E R
SEAL
033840
N O R T H C A RO
L
I
N
A
B
E
N
J
A
MIN E . D A Y T ON
PR O F E SSIO
N
A
L
L
A
N
D
SU R V E Y O
R
SEAL
L-4390
RECORD DRAWING NOTES:
1.THIS RECORD DRAWING SET OF PLANS IS BASED ON FIELD SURVEY PREPARED BY
WITHERSRAVENEL. INFORMATION SHOWN HEREON IS COMPRISED OF EXISTING AND
PROPOSED CONDITIONS AS ORIGINALLY APPROVED BY THE TOWN OF HOLLY SPRINGS UNLESS
OTHERWISE NOTED.
2.THE SANITARY SEWER AND STORM SEWER ASSOCIATED WITH CAROLINA SPRINGS PHASE 1,
SECTION 1A HAVE BEEN PHYSICALLY SURVEYED AND THIS PLAN REPRESENTS, TO THE BEST OF
OUR KNOWLEDGE, THE HORIZONTAL AND VERTICAL LOCATIONS OF THESE UTILITIES.
3.THE WATERLINE INFORMATION SHOWN ON THESE PLANS IS FROM PERIODIC INSPECTIONS
CONDUCTED THROUGHOUT THE CONSTRUCTION PHASE OF THE PROJECT. WITHERSRAVENEL
MAKES NO GUARANTEE OF THE SURVEYED ACCURACY OF THE WATERLINE SHOWN.
4.WITHERSRAVENEL IS NOT HELD RESPONSIBLE FOR INACCURACIES IN PLANS DUE TO SKETCHES
OR OTHER INFORMATION RECEIVED FROM CONTRACTOR(S) THAT DO NOT ACCURATELY
REFLECT FINISHED CONSTRUCTION FIELD CONDITIONS.
5. IN STREETS AND UTILITIES LOCATED IN THE TRIASSIC BASIN AS SHOWN IN TOHS DETAIL HS356
(WHERE TRIASSIC SOILS ON COMPRESSIBLE MINIATURE TRIASSIC SEDIMENTARY ROCK-LIKE MATERIAL
EXISTS) THERE WILL BE CERTAIN SPECIAL CRITERIA REQUIRED FOR ROADWAY CONSTRUCTION.
THE FOLLOWING MINIMUMS WILL BE REQUIRED OF DEVELOPERS:
1.PRE-QUALIFIED GEO-TECHNICAL FIRM APPROVED BY THE TOWN MUST BE ON SITE FULL TIME
WHILE THE UTILITIES AND ROADWAYS ARE BEING CONSTRUCTED.
2.DOCUMENTATION OF MOISTURE CONTENT, COMPACTION, DENSITY, GEOGRID DESIGN CRITERIA,
ETC. MUST BE PROVIDED TO TOWN INSPECTOR.
3.ALL ROADWAYS WILL HAVE TO BE PROOF-ROLLED AT BOTH SUB GRADE AND STONE GRADE BY
TOWN INSPECTOR AS WELL.
4.THE STANDARD ROADWAY CROSS-SECTION WILL BE WOVEN GEO-FABRIC DESIGN CRITERIA HP 270
OR EQUAL ON ENTIRE ROAD (AND MUST BE APPROVED BY THE TOWN OF HOLLY SPRINGS), 7” ABC
STONE, WITH ASPHALT COMPLETED IN STAGED CONSTRUCTION OF 2.5” I-19 ASPHALT AND 1.5”
S9.5C IN STAGE ONE AND 1.5” S9.5C FINAL OVERLAY INITIAL ONE-YEAR WARRANTY WITH AN
ADDITIONAL YEAR EXTENSION STARTING AFTER FINAL OVERLAY SHALL BE REQUIRED FOR
ROADWAYS. FOR THE EXTENDED WARRANTY PERIOD, IT WILL BE REQUIRED TO POST A BOND, LOC,
OR CASH FOR 50% OF ACTUAL COST OF ROADWAY (STORM DRAINAGE, CURB & GUTTER,
SIDEWALK AND PAVEMENT).
5.WHERE MANHOLES ARE LOCATED IN STREETS IT WILL BE REQUIRED TO HAVE SUITABLE OFF-SITE
STRUCTURAL MATERIAL OR ABC STONE TO BACKFILL AROUND EXCAVATION OF MANHOLES UP TO
SUBGRADE.
6.AN ADDITIONAL FOOT OF STONE WILL BE REQUIRED 10' EITHER SIDE OF MANHOLE FOR ENTIRE
WIDTH OF ROADWAY.
ADDITIONAL MEASURES MAY BE DEEMED NECESSARY BY THE TOWN PENDING SEVERITY OF THE SOILS.
THE PAVEMENT THICKNESS OF ANY STREET SHALL, AT A MINIMUM, EQUAL THE DESIGN SHOWN IN THE
STANDARD DETAILS SECTION OF THESE STANDARDS FOR THE VARIOUS STREET WIDTHS.
APPROVED PAVEMENT DESIGN METHODS INCLUDE THOSE AS PROPOSED BY NCDOT, THE 1986 AASHTO
GUIDELINES AND THE 1981 ASPHALT INSTITUTE MS 1 DOCUMENT.
THE AASHTO METHOD WILL REQUIRE USE OF A TERMINAL SERVICEABILITY INDEX OF 2.0 FOR
COLLECTORS AND 2.5 FOR THOROUGHFARES, SO = 0.49 FOR FLEXIBLE PAVEMENT AND SO = 0.39 FOR
RIGID PAVEMENTS, AND A RELIABILITY OF 98% FOR THOROUGHFARES AND A RELIABILITY OF 95% FOR
COLLECTORS.
ALL STREETS MAINTAINED BY THE NCDOT MUST RECEIVE APPROVAL OF THE PAVEMENT DESIGN FROM
NCDOT PRIOR TO THE BEGINNING OF CONSTRUCTION. NORMAL CROWN FOR THE PAVEMENT SECTION
SHALL BE ¼”/FOOT, EXCEPT AS APPROVED FOR SUPERELEVATED CROSS-SECTIONS
NOT PART OF
THIS PHASE
NOT PART OF
THIS PHASE
DocuSign Envelope ID: 11D5A701-9CF9-4716-9385-62A36377DF26
3/7/2024
3/7/2024
SS Interior 1
265
270
275
280
285
290
295
300
305
265
270
275
280
285
290
295
300
305
MH

2
0
0
ST
A
:

1
1
+
5
2
.
2
9
RI
M
:

2
9
9
.
3
1
IN
V
.

I
N
:

2
8
3
.
0
2
IN
V
.

O
U
T
:

2
8
2
.
0
4
(M
H

2
0
1

A
)
(M
H

8
5
)
153
.
0
2

L
F

8
"

P
V
C

@

8
.
9
9
%
MH

8
5
ST
A
:

1
0
+
0
0
.
2
2
RI
M
:

2
8
2
.
2
1
IN
V
.

I
N
:

2
6
7
.
8
1
IN
V
.

I
N
:

2
6
8
.
2
8
IN
V
.

O
U
T
:

2
6
7
.
3
5
(M
H

8
5
A
)
(M
H

2
0
0

)
(M
H

8
4
)
9+50 10+00
27
9
.
9
7
10+50
28
6
.
4
7
11+00
29
1
.
4
6
29
4
.
9
0
11+50
29
5
.
9
5
29
9
.
2
5
12+00
29
9
.
4
2
29
9
.
4
9
EXISTING GRADE
PROPOSED GRADE
12" DIP
WATER MAIN
36" RCP
28
1
.
9
7
'
26
7
.
8
0
'
26
8
.
3
0
'
26
7
.
3
0
'
29
9
.
3
3
'
28
3
.
5
0
'
28
2
.
5
0
'
152
.
2
9
'

L
F

8
"

P
V
C

@

9
.
3
2
%
EXISTING GRADE
PROPOSED GRADE
MH 223 - MH 234
300
305
310
315
320
325
330
300
305
310
315
320
325
330
9+50 10+00
31
6
.
9
4
31
7
.
0
2
10+50
31
4
.
2
8
31
7
.
4
3
11+00
31
1
.
3
5
31
6
.
1
7
11+50 12+00
MH

2
3
4
ST
A
:

1
1
+
3
6
.
0
2
RI
M
:

3
1
5
.
2
7
IN
V
.

I
N
:

3
0
6
.
2
7
IN
V
.

O
U
T
:

3
0
6
.
0
7
(M
H

2
3
5
)
(M
H

2
3
3
)
132.25 LF 8" PVC @ 0.56%
MH

2
3
3
ST
A
:

1
0
+
0
3
.
7
7
RI
M
:

3
1
6
.
8
0
IN
V
.

I
N
:

3
0
5
.
3
3
IN
V
.

I
N
:

3
0
5
.
3
3
IN
V
.

O
U
T
:

3
0
5
.
1
3
(M
H

2
3
6
)
(M
H

2
3
4
)
(M
H

2
3
2
)
6" DIP
WATER MAIN
1.5'
MIN.
31
6
.
9
3
30
5
.
3
5
30
5
.
3
5
30
5
.
1
5
31
5
.
3
7
30
6
.
2
1
30
6
.
0
1
131.69 LF 8" PVC @ 0.50%
MH 97 - MH 224
295
300
305
310
315
320
295
300
305
310
315
320
EXISTING GRADE
MH

9
7
ST
A
:

1
0
+
0
0
.
0
0
RI
M
:

3
1
2
.
7
4
IN
V
.

I
N
:

3
0
0
.
5
2
IN
V
.

O
U
T
:

3
0
0
.
3
2
(M
H

2
2
4
)
(M
H

9
6
)
36.02 LF
8" PVC
@ 3.14%
MH

2
2
4
ST
A
:

1
0
+
3
6
.
0
2
RI
M
:

3
1
0
.
0
0
IN
V
.

O
U
T
:

3
0
1
.
6
5
(M
H

9
7
)
9+50 10+00
31
1
.
1
1
10+50 11+00
31
3
.
0
8
'
30
0
.
9
5
'
30
0
.
7
5
'
30
8
.
9
3
'
30
1
.
3
0
'
35.22 LF
8" PVC
@1.00%
W
W
R R R
R
R
R
R
R
R
R
R
R
W W
W
W
W
W
W
85'
28
'
2
2
'
22
'
62
S
S
S
S
SS
SS SS
SS
2
0
'

S
C
M
M
A
E
3
0
'

D
E
P
D
E
CAR
O
V
A

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(55
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1
0
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5
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A
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32+
0
0
3
3
+
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PI
:

1
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2
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FLO
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WET DETENTION POND
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R
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239
240
241
242
215
214
221
213
101
220
212
100
219
211
99
218
210
98
217
97
224
216
223
102
103
104
105
106
107
108
109
111
112
113
114
110
96
225
222
243
244
20' PD
E
10+00 11+00 11+36.74
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MH 234
MH 235
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326
327
328
329
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353
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110'
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29
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11
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29'
11
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19'
19'
11
0
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19'
19'
11
0
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85
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39'
14'
39'
2'
17
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1
5
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104'
104'
22
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104'
22
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22
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29
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22
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1
1
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31
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22
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29
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355
354
19
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12
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Sheet No.
Designer
Drawn By
Date
Job No.
Wi
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02190372.20
02/27/2024
WR
WR
1 inch = 50 ft.
50
GRAPHIC SCALE
0 25 50 100
SCALE:
1" = 50' HORIZ.
1" = 5' VERT.
SS

O
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F
A
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L
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P
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C6.26
NOTE:
1. MANHOLES LOCATED WITHIN FLOOD PLAIN AREAS ON
OUTFALLS AND WITHIN ANY AREAS OF HIGH GROUNDWATER SHALL BE
WATERPROOFED PER TOWN OF HOLLYSPRINGS STANDARDS AND SPECIFICATIONS.
2. ALL MANHOLES ARE 4' DIAMETER UNLESS OTHERWISE NOTES.
3. SEWER 14' AND DEEPER SHALL HAVE SPECIAL BEDDING.
30' PUBLIC GREENWAY
EASEMENT (TYP)
ST
R
E
E
T

G
(5
5
'

P
U
B
L
I
C

R
O
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)
CAR
O
V
A

B
E
N
D
(55
'

P
U
B
L
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C

R
O
W
)
STREET M
(51' PUBLIC ROW)
AL
L
E
Y

4
(2
5
'

A
C
C
E
S
S

E
A
S
E
M
E
N
T
)
MH233 - MH 234
NOT PART OF
THIS PHASE
NOT PART OF
THIS PHASE
NOT PART OF
THIS PHASE NOT PART OF
THIS PHASE
I certify that these as-builts are accurate and that each of the items listed on the Town’s “As-Built
Checklist” as contained in the Town of Holly Springs Engineering Design and Construction
Standards is provided on this set of as-built drawings (22 total sheets in this set). I certify that
all of the information provided is field-verified as-built information.
(Seal) ________________________________ ___________________
Signature Registered Land Surveyor Date
(Seal) ________________________________ ___________________
Signature by Professional Engineer Date
_____________________________________ ______________
Acceptance by Construction Inspector Date
N O R T H C A RO
LI
N
A
C
U
R
TIS M . B L A Z I E R
PR O F E SSIO
N
A
L
E
NGI N E E R
SEAL
033840
N O R T H C A RO
L
I
N
A
B
E
N
J
A
MIN E . D A Y T ON
PR O F E S SIO
N
A
L
L
A
N
D
SU R V E YO
R
SEAL
L-4390
RECORD DRAWING NOTES:
1.THIS RECORD DRAWING SET OF PLANS IS BASED ON FIELD SURVEY PREPARED BY WITHERSRAVENEL. INFORMATION SHOWN HEREON IS COMPRISED OF
EXISTING AND PROPOSED CONDITIONS AS ORIGINALLY APPROVED BY THE TOWN OF HOLLY SPRINGS UNLESS OTHERWISE NOTED.
2.THE SANITARY SEWER AND STORM SEWER ASSOCIATED WITH CAROLINA SPRINGS PHASE 1, SECTION 4 HAVE BEEN PHYSICALLY SURVEYED AND THIS PLAN
REPRESENTS, TO THE BEST OF OUR KNOWLEDGE, THE HORIZONTAL AND VERTICAL LOCATIONS OF THESE UTILITIES.
3.THE WATERLINE INFORMATION SHOWN ON THESE PLANS IS FROM PERIODIC INSPECTIONS CONDUCTED THROUGHOUT THE CONSTRUCTION PHASE OF THE
PROJECT. WITHERSRAVENEL MAKES NO GUARANTEE OF THE SURVEYED ACCURACY OF THE WATERLINE SHOWN.
4.WITHERSRAVENEL IS NOT HELD RESPONSIBLE FOR INACCURACIES IN PLANS DUE TO SKETCHES OR OTHER INFORMATION RECEIVED FROM CONTRACTOR(S)
THAT DO NOT ACCURATELY REFLECT FINISHED CONSTRUCTION FIELD CONDITIONS.
5. IN STREETS AND UTILITIES LOCATED IN THE TRIASSIC BASIN AS SHOWN IN TOHS DETAIL HS356 (WHERE TRIASSIC SOILS ON COMPRESSIBLE MINIATURE TRIASSIC
SEDIMENTARY ROCK-LIKE MATERIAL EXISTS) THERE WILL BE CERTAIN SPECIAL CRITERIA REQUIRED FOR ROADWAY CONSTRUCTION.
THE FOLLOWING MINIMUMS WILL BE REQUIRED OF DEVELOPERS:
1.PRE-QUALIFIED GEO-TECHNICAL FIRM APPROVED BY THE TOWN MUST BE ON SITE FULL TIME WHILE THE UTILITIES AND ROADWAYS ARE BEING CONSTRUCTED.
2.DOCUMENTATION OF MOISTURE CONTENT, COMPACTION, DENSITY, GEOGRID DESIGN CRITERIA, ETC. MUST BE PROVIDED TO TOWN INSPECTOR.
3.ALL ROADWAYS WILL HAVE TO BE PROOF-ROLLED AT BOTH SUB GRADE AND STONE GRADE BY TOWN INSPECTOR AS WELL.
4.THE STANDARD ROADWAY CROSS-SECTION WILL BE WOVEN GEO-FABRIC DESIGN CRITERIA HP 270 OR EQUAL ON ENTIRE ROAD (AND MUST BE APPROVED BY THE
TOWN OF HOLLY SPRINGS), 7” ABC STONE, WITH ASPHALT COMPLETED IN STAGED CONSTRUCTION OF 2.5” I-19 ASPHALT AND 1.5” S9.5C IN STAGE ONE AND 1.5”
S9.5C FINAL OVERLAY INITIAL ONE-YEAR WARRANTY WITH AN ADDITIONAL YEAR EXTENSION STARTING AFTER FINAL OVERLAY SHALL BE REQUIRED FOR
ROADWAYS. FOR THE EXTENDED WARRANTY PERIOD, IT WILL BE REQUIRED TO POST A BOND, LOC, OR CASH FOR 50% OF ACTUAL COST OF ROADWAY (STORM
DRAINAGE, CURB & GUTTER, SIDEWALK AND PAVEMENT).
5.WHERE MANHOLES ARE LOCATED IN STREETS IT WILL BE REQUIRED TO HAVE SUITABLE OFF-SITE STRUCTURAL MATERIAL OR ABC STONE TO BACKFILL AROUND
EXCAVATION OF MANHOLES UP TO SUBGRADE.
6.AN ADDITIONAL FOOT OF STONE WILL BE REQUIRED 10' EITHER SIDE OF MANHOLE FOR ENTIRE WIDTH OF ROADWAY.
ADDITIONAL MEASURES MAY BE DEEMED NECESSARY BY THE TOWN PENDING SEVERITY OF THE SOILS.
THE PAVEMENT THICKNESS OF ANY STREET SHALL, AT A MINIMUM, EQUAL THE DESIGN SHOWN IN THE STANDARD DETAILS SECTION OF THESE STANDARDS FOR THE
VARIOUS STREET WIDTHS.
APPROVED PAVEMENT DESIGN METHODS INCLUDE THOSE AS PROPOSED BY NCDOT, THE 1986 AASHTO GUIDELINES AND THE 1981 ASPHALT INSTITUTE MS 1
DOCUMENT.
THE AASHTO METHOD WILL REQUIRE USE OF A TERMINAL SERVICEABILITY INDEX OF 2.0 FOR COLLECTORS AND 2.5 FOR THOROUGHFARES, SO = 0.49 FOR FLEXIBLE
PAVEMENT AND SO = 0.39 FOR RIGID PAVEMENTS, AND A RELIABILITY OF 98% FOR THOROUGHFARES AND A RELIABILITY OF 95% FOR COLLECTORS.
ALL STREETS MAINTAINED BY THE NCDOT MUST RECEIVE APPROVAL OF THE PAVEMENT DESIGN FROM NCDOT PRIOR TO THE BEGINNING OF CONSTRUCTION. NORMAL
CROWN FOR THE PAVEMENT SECTION SHALL BE ¼”/FOOT, EXCEPT AS APPROVED FOR SUPERELEVATED CROSS-SECTIONS
NOT PART OF
THIS PHASE
NOT PART OF
THIS PHASE
DocuSign Envelope ID: 11D5A701-9CF9-4716-9385-62A36377DF26
3/7/2024
3/7/2024
WOOD
S

C
R
E
E
K

R
D
L
E
L
A
N
D

C
R
E
S
T
D
R
I
V
E
ICE SPORTS
COMPLEX
FUTURE
PHASE
PHASE 2
PHASE 1
VICINITY MAP
DEVELOPER/OWNER
ATTN: STEPHEN DORN
LENNAR CAROLINAS
1100 PERIMETER PARK DRIVE, SUITE 112
MORRISVILLE, NC 27560
PHONE: [phone]
EMAIL: [e-mail]
1"=500"
S
N
W E
Engineers | Planners | Surveyors
PREPARED BY:
WithersRavenel
115 MacKenan Drive | Cary, NC 27511 | t: 919.469.3340 | license #: F-1479 | www.withersravenel.com
R
PH

1
-
5

R
E
C
O
R
D

D
R
A
W
I
N
G
S
FO
R
:

C
A
R
O
L
I
N
A

S
P
R
I
N
G
S
PH
A
S
E

1

S
E
C
T
I
O
N

5
WR

P
R
O
J
E
C
T

N
O
.
:

0
2
1
9
0
3
7
2
.
2
0
EXISTING REBAR WITH CAP
NC GRID COORDINATES
NAD 83(2011)
LOCALIZATION POINT
N:702,591.86'
E:2,035,789.27'
COMBINED FACTOR = 0.999890129
NO HOLLY SPRINGS MONUMENTS LOCAL TO THE SITE
MULTIPLE OBSERVATIONS WITH VRS WERE USED TO ESTABLISH BENCHMARK
PROJECT #20-17-01
RECORD DRAWINGS FOR
CAROLINA SPRINGS
PHASE 1 SECTION 5
HOLLY SPRINGS, NORTH CAROLINA
SUBMITTAL DATE: FEBRUARY 27, 2023
RECORD DRAWING NOTES:
1.THIS RECORD DRAWING SET OF PLANS IS BASED ON FIELD SURVEY PREPARED BY WITHERSRAVENEL. INFORMATION
SHOWN HEREON IS COMPRISED OF EXISTING AND PROPOSED CONDITIONS AS ORIGINALLY APPROVED BY THE TOWN
OF HOLLY SPRINGS UNLESS OTHERWISE NOTED.
2.THE SANITARY SEWER AND STORM SEWER ASSOCIATED WITH CAROLINA SPRINGS PHASE 1, SECTION 5 HAVE BEEN
PHYSICALLY SURVEYED AND THIS PLAN REPRESENTS, TO THE BEST OF OUR KNOWLEDGE, THE HORIZONTAL AND
VERTICAL LOCATIONS OF THESE UTILITIES.
3.THE WATERLINE & FORCEMAIN INFORMATION SHOWN ON THESE PLANS IS FROM PERIODIC INSPECTIONS CONDUCTED
THROUGHOUT THE CONSTRUCTION PHASE OF THE PROJECT. WITHERSRAVENEL MAKES NO GUARANTEE OF THE
SURVEYED ACCURACY OF THE WATERLINE SHOWN.
4.WITHERSRAVENEL IS NOT HELD RESPONSIBLE FOR INACCURACIES IN PLANS DUE TO SKETCHES OR OTHER
INFORMATION RECEIVED FROM CONTRACTOR(S) THAT DO NOT ACCURATELY REFLECT FINISHED CONSTRUCTION FIELD
CONDITIONS.
I certify that these as-builts are accurate and that each of the items listed on the Town’s “As-Built
Checklist” as contained in the Town of Holly Springs Engineering Design and Construction
Standards is provided on this set of as-built drawings (8 total sheets in this set). I certify that
all of the information provided is field-verified as-built information.
(Seal) ________________________________ ___________________
Signature Registered Land Surveyor Date
(Seal) ________________________________ ___________________
Signature by Professional Engineer Date
_____________________________________ ______________
Acceptance by Construction Inspector Date
N O R T H C A RO
L
I
N
A
C
U
R
TIS M . B L A Z IE R
PR O F E SSIO
N
A
L
E
NGI N E E R
SEAL
033840
INFRASTRUCTURE DATA
N O R T H C A RO
L
I
N
A
B
E
N
J A
MIN E . D A Y T ON
PR O F E SSIO
N
A
L
L
A
N
D
SU R V E Y O
R
SEAL
L-4390
5. IN STREETS AND UTILITIES LOCATED IN THE TRIASSIC BASIN AS SHOWN IN TOHS DETAIL HS356 (WHERE TRIASSIC SOILS ON
COMPRESSIBLE MINIATURE TRIASSIC SEDIMENTARY ROCK-LIKE MATERIAL EXISTS) THERE WILL BE CERTAIN SPECIAL CRITERIA
REQUIRED FOR ROADWAY CONSTRUCTION.
THE FOLLOWING MINIMUMS WILL BE REQUIRED OF DEVELOPERS:
1.PRE-QUALIFIED GEO-TECHNICAL FIRM APPROVED BY THE TOWN MUST BE ON SITE FULL TIME WHILE THE UTILITIES AND
ROADWAYS ARE BEING CONSTRUCTED.
2.DOCUMENTATION OF MOISTURE CONTENT, COMPACTION, DENSITY, GEOGRID DESIGN CRITERIA, ETC. MUST BE PROVIDED
TO TOWN INSPECTOR.
3.ALL ROADWAYS WILL HAVE TO BE PROOF-ROLLED AT BOTH SUB GRADE AND STONE GRADE BY TOWN INSPECTOR AS
WELL.
4.THE STANDARD ROADWAY CROSS-SECTION WILL BE WOVEN GEO-FABRIC DESIGN CRITERIA HP 270 OR EQUAL ON ENTIRE
ROAD (AND MUST BE APPROVED BY THE TOWN OF HOLLY SPRINGS), 7” ABC STONE, WITH ASPHALT COMPLETED IN
STAGED CONSTRUCTION OF 2.5” I-19 ASPHALT AND 1.5” S9.5C IN STAGE ONE AND 1.5” S9.5C FINAL OVERLAY INITIAL
ONE-YEAR WARRANTY WITH AN ADDITIONAL YEAR EXTENSION STARTING AFTER FINAL OVERLAY SHALL BE REQUIRED FOR
ROADWAYS. FOR THE EXTENDED WARRANTY PERIOD, IT WILL BE REQUIRED TO POST A BOND, LOC, OR CASH FOR 50% OF
ACTUAL COST OF ROADWAY (STORM DRAINAGE, CURB & GUTTER, SIDEWALK AND PAVEMENT).
5.WHERE MANHOLES ARE LOCATED IN STREETS IT WILL BE REQUIRED TO HAVE SUITABLE OFF-SITE STRUCTURAL MATERIAL
OR ABC STONE TO BACKFILL AROUND EXCAVATION OF MANHOLES UP TO SUBGRADE.
6.AN ADDITIONAL FOOT OF STONE WILL BE REQUIRED 10' EITHER SIDE OF MANHOLE FOR ENTIRE WIDTH OF ROADWAY.
ADDITIONAL MEASURES MAY BE DEEMED NECESSARY BY THE TOWN PENDING SEVERITY OF THE SOILS.
THE PAVEMENT THICKNESS OF ANY STREET SHALL, AT A MINIMUM, EQUAL THE DESIGN SHOWN IN THE STANDARD DETAILS
SECTION OF THESE STANDARDS FOR THE VARIOUS STREET WIDTHS.
APPROVED PAVEMENT DESIGN METHODS INCLUDE THOSE AS PROPOSED BY NCDOT, THE 1986 AASHTO GUIDELINES AND THE
1981 ASPHALT INSTITUTE MS 1 DOCUMENT.
THE AASHTO METHOD WILL REQUIRE USE OF A TERMINAL SERVICEABILITY INDEX OF 2.0 FOR COLLECTORS AND 2.5 FOR
THOROUGHFARES, SO = 0.49 FOR FLEXIBLE PAVEMENT AND SO = 0.39 FOR RIGID PAVEMENTS, AND A RELIABILITY OF 98% FOR
THOROUGHFARES AND A RELIABILITY OF 95% FOR COLLECTORS.
ALL STREETS MAINTAINED BY THE NCDOT MUST RECEIVE APPROVAL OF THE PAVEMENT DESIGN FROM NCDOT PRIOR TO THE
BEGINNING OF CONSTRUCTION. NORMAL CROWN FOR THE PAVEMENT SECTION SHALL BE ¼”/FOOT, EXCEPT AS APPROVED
FOR SUPERELEVATED CROSS[1]SECTIONS
INDEX OF SHEETS
COVER
EXISTING CONDITIONS
OVERALL SITE PLAN
SITE PLAN
SITE PLAN
SITE PLAN
SITE PLAN
SITE PLAN
OPEN SPACE PLAN & DETAILS
SIGNING AND MARKING PLAN
OVERALL UTILITY PLAN
UTILITY PLAN
UTILITY PLAN
UTILITY PLAN
UTILITY PLAN
UTILITY PLAN
OVERALL STORM DRAINAGE & GRADING PLAN
STORM DRAINAGE & GRADING PLAN
STORM DRAINAGE & GRADING PLAN
STORM DRAINAGE & GRADING PLAN
STORM DRAINAGE & GRADING PLAN
STORM DRAINAGE TABLES
GENERAL EROSION CONTROL NOTES
OVERALL PRE - EROSION CONTROL PLAN
PRE- EROSION CONTROL PLANS
OVERALL POST EROSION CONTROL PLAN
POST EROSION CONTROL PLANS
CAROLINA SPRINGS BLVD. PLAN AND PROFILE
ROADWAY PLANS AND PROFILE
ROADWAY PLANS AND PROFILE
ROADWAY PLANS AND PROFILE
NAHUNTA ROAD PLAN AND PROFILE
ROADWAY PLANS AND PROFILE
GOOSE NEST COVE PLAN AND PROFILE
ROADWAY PLANS AND PROFILE
ROADWAY PLANS AND PROFILE
ROADWAY PLANS AND PROFILE
ROADWAY PLANS AND PROFILE
ROADWAY PLANS AND PROFILE
GREENWAY PLANS AND PROFILE
SS OUTFALLS PLAN AND PROFILE
WOODS CREEK RD PLAN AND PROFILE
SCM PLAN AND DETAILS
CULVERT PLANS AND PROFILE
DETAILS
NCDEQ NCGO1 PLAN SHEET
LANDSCAPE PLANS
LANDSCAPE DETAILS
TREE PRESERVATION PLAN
TREE PRESERVATION AERIAL
SITE LIGHTING PLAN
SITE LIGHTING PLAN - NO GRID
HEADWALL & WINGS FOR 60" CULVERT STREET C, TRIB 3
HEADWALL & WINGS FOR 60" CULVERT STREET C, TRIB 3
SHT 0.0
SHT 1.0
SHT 2.0
SHT 2.1-2.3
SHT 2.4
SHT 2.5-2.7
SHT 2.8-2.9
SHT 2.10-2.11
SHT 2.12 - 2.18
SHT 2.19
SHT 3.0
SHT 3.1-3.3
SHT 3.4
SHT 3.5-3.7
SHT 3.8-3.9
SHT 3.10-3.11
SHT 4.0
SHT 4.1-4.2
SHT 4.3
SHT 4.4-4.6
SHT 4.7
SHT 4.8-4.10
SHT 5.0
SHT 5.1
SHT 5.2 - 5.8
SHT 5.9
SHT 5.10 - 5.16
SHT 6.1
SHT 6.2-6.7
SHT 6.8
SHT 6.9-6.10
SHT 6.11
SHT 6.12
SHT 6.13
SHT 6.14
SHT 6.15
SHT 6.16-6.20
SHT 6.21
SHT 6.22
SHT 6.23-6.25
SHT 6.26
SHT 6.27 - 6.28
SHT 7.0 - 7.6
SHT 7.7 - 7.9
SHT 8.0 - 8.5
SHT 8.6
SHT L1.0 - L1.9
SHT L2.0 - 2.1
SHT L3.0
SHT L3.1
SHT 21-0031A (1-3)
SHT 21-0031A-NO GRID (1-3)
S1.0 - S1.3
S2.0 - S2.1
DocuSign Envelope ID: 2313E646-AC80-4EF6-AF5C-009F44DE0963
3/6/2024
3/6/2024
W
W
W
W
W
W
W
WALL
WALL
WALL
WALL
10' PRIVATE REUSE LINE EASEMENT
per BM 2018, PG 1969
10' PRIVATE REUSE LINE EASEMENT
per BM 2018, PG 2339
1
5
'

P
R
I
V
A
T
E

R
E
U
S
E

L
I
N
E

E
A
S
E
M
E
N
T
CONC SIDEWAL
K
CONC SIDEWAL
K
G
G
G
G
G
G
G
G
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
FO
FO
FO
FO
R
R
R
R
R
R
R
E
E
E
W
W
30168305.55RCP18 INV
30169306.84RCP18 INV
506260.43CMP84
30276260.76CMP INV 10'W 7.2'H 30277260.77CMP INV 10'W 7.2'H
30280260.63CMP INV 10'W 7.2'H
XX
X
X
G
G
G
G
G
G
G
G
239
240
241
422425426423424
84
83
215
87
214
221
213
101
236
220
212
100
235
219
211
99
91
234
218
210
98
90
233
217
97
89
232
224
216
88
223
80
85
242
238
181
182
183
177
178
179
180
172
173
174
175
176
184
188 187189
169
171
150
151
128
152
145
123
146
154
147
117
202
255
287
256
272
288
204
273 274
190
346347
166
348 341342350343351344345
378 377
358
375
357
383 382 373379 361
193
262
278
194
263
279
195
264
280
196
281 282
251 259 267 275
191
252 260 268 276 284
269
285
198
254
270
286
239
240
241
242
169
171
150
151
128
152
145
123
146
154
147
117
181
182
183
177
178
179
180
172
173
174
175
176
184
188 187189
238
272
288
204
273 274
190
346347
166
348 341342350343351344345
375
357
383 382 373379 361
193
262
278
194
263
279
195
264
280
196
281 282
251 259 267 275
191
252 260 268 276 284
269
285
198
254
270
286
202
255
287
256
80
85
84
422425426423424
83
231
215
87
230
214
237
229
221
213
101
236
228
220
212
100
235
227
219
211
99
91
234
218
98
90
233
217
97
89
232
224
216
88
223
378 377
358
404 405 406 407 408 410 411 412 413 414 419418417416
7
15
8
16
9
17
10
18
3
11
19
4
12
20
5
13
22
6
14
34
42
33
40
32
39
23
38
37
36
35
41
1
2
43
46
65
73
66
67
68
76
69
70
63
64
72
45
71
79
78
81
82
86
92
93
94
95
102
103
104
105
106
107
108
109
111
112
113
114
110
387
421 384
363
356
271
245 247 248 249 258
203 197 192
186
185
155
153
149
148
144
142141140139138137136135134132133130129127126125124119118116
77
96
226
415 420
143
120 121 122 131
250 253
283277
246
225
222
390392393395396
326
327 328 329 330 331 332 333 334 335 336 337 338339
312313314315316317318319320321322323324325
505152
21
44
24
25
26
27
28
29
30
74
75
170
168
167243
244
201 200 199
257 261 265 266
409
385389394401400399398
381 380 376 374 372 371 370 369 368 367 366 365 364 362
360
359
353 352 349 340
310
309
306
305
304
302
301
300
299
297
296
295
294
293
292
291
290
289
298
303
307
308
311
355 354
160
156
161
164
163
165
48
115
206208207 205
47
209
49
585354555657 6059 6261
158
157
159
162
397402
391 388 386
403
427428429430431435432433434436
31
SAND
VOLLEYBALL
PLAYGROUND
PLAY LAWN
POOL, +/- 3000 SF
RE: POOL PLANS BY OTHERS
TERRACE
T
320
NATURAL
AREA
SITE LEGEND:
PROPOSED BUILDING
PROPOSED POOL
CONCRETE PED. PAVING
VEHICULAR CONCRETE PAVING
CONCRETE CONTROL JOINT [TYP]
CONCRETE EXPANSION JOINT [TYP]
PEDESTRIAN PAVERS
VEHICULAR PAVERS
STANDARD ASPHALT PAVING
HEAVY DUTY ASPHALT PAVING
WASHED SAND
ENGINEERED WOOD FIBER MULCH
CONCRETE BAND (FLUSH)
TRUNCATED DOME PAVER
CURB AND GUTTER
FLUSH CURB
ADA CURB RAMP
DECORATIVE CROSSWALK
STANDARD STRIPED CROSSWALK
NO-PARKING AREA
PROPOSED SIGN
SYMBOL DESCRIPTION
S
EROSION CONTROL LEGEND:
TEMPORARY INLET PROTECTION
TEMPORARY CONSTRUCTION ENTRANCE
LIMITS OF DISTURBANCE
TEMPORARY TREE PROTECTION FENCE
TEMPORARY SILT FENCE
TEMPORARY CONCRETE WASHOUT
SYMBOL DESCRIPTIONPEDESTRIAN PAVING [PP-]
PP-01 - CONCRETE PED. PAVING
PP-02 - COLORED CONC. PED PAVING
PP-03 - PEDESTRIAN PAVERS
PP-05 - DECORATIVE GRAVEL
VEHICULAR PAVING [VP-]
VP-01 - ASPHALT VEHICULAR PAVING
VP-02 - HD ASPHALT VEHICULAR PAVING
VP-03 - CONCRETE VEHICULAR PAVING
VP-04 - VEHICULAR PAVERS
VP-06 - VEHICULAR PAVERS
CURBING [CB-]
CB-01 - 24" CURB AND GUTTER
SITE WALLS [SW-]
SW-01 - STONE RETAINING WALL
SW-02 - SEGMENTAL BLOCK RET. WALL
STAIRS/RAMPS [SR-]
SR-01 - CONCRETE STAIRS
SR-02 - ADA CURB RAMP
SR-03 - ADA SITE RAMP
FENCING [F-]
F-01 - BLACK ALUMINUM FENCING
F-02 - BLACK ALUMINUM GATE
FURNISHINGS [FR-]
FR-01 - BENCH
FR-02 - BIKE RACK
FR-03 - BIKE REPAIR STATION
FR-04 - WASTE RECEPTACLE
FR-05 - GRILL STATION
FR-06 - FIRE PIT
MISCELLANEOUS [ML-]
ML-01 - STEEL EDGING
ML-02 - PROPOSED LIGHT POLE
ML-03 - PLANT BED
ML-04 - LAWN AREA
ML-05 - CHARGING STATION
ML-06 - HANDICAP PARKING SIGN
LABELS LEGEND:
S
SITE LEGEND:
PROPOSED BUILDING
PROPOSED POOL
CONCRETE PED. PAVING
VEHICULAR CONCRETE PAVING
PEDESTRIAN PAVERS
VEHICULAR PAVERS
STANDARD ASPHALT PAVING
HEAVY DUTY ASPHALT PAVING
WASHED SAND
ENGINEERED WOOD FIBER MULCH
CONCRETE BAND (FLUSH)
TRUNCATED DOME PAVER
CURB AND GUTTER
FLUSH CURB
ADA CURB RAMP
DECORATIVE CROSSWALK
STANDARD STRIPED CROSSWALK
NO-PARKING AREA
PROPOSED SIGN
SAFETY RAILING
BLACK ALUM. FENCE
BLACK ALUM. GATE
RETAINING WALL
SITE WALL
COLUMN
VUA. LIGHT POLE
PED. LIGHT POLE
WASTE RECEPTACLE
BENCH
BIKE RACK
BIKE REPAIR STATION
TABLES
FIRE PIT
CHARCOAL GRILL
CONCRETE CORN HOLE BOARD
DECORATIVE BOLLARD
SETBACK LINE
TEMPORARY TREE PROTECTION FENCE
PROPOSED EASEMENT [RE: SITE PLAN]
FIRE LANE STRIPING
PAVEMENT DIRECTION ARROWS
SYMBOL DESCRIPTION
DRAINAGE & GRADING LEGEND:
EXISTING CONTOUR MINOR
EXISTING CONTOUR MAJOR
EXISTING CURB INLET
EXISTING CATCH BASIN
EXISTING STORM PIPE
EXISTING FLARED END SECTION
PROPOSED CONTOUR MINOR
PROPOSED CONTOUR MAJOR
PROPOSED CURB INLET
PROPOSED CATCH BASIN
PROPOSED STORM PIPE
PROPOSED FLARED END SECTION
PROPOSED RETAINING WALL
PROPOSED SILT FENCE
PROPOSED TREE PROTECTION FENCE
SYMBOL DESCRIPTION
UTILITIES LEGEND:
EXISTING WATER SERVICE METER
EXISTING BACKFLOW PREVENTOR
EXISTING PROPOSED FIRE HYDRANT
EXISTING FDC
EXISTING WATER LINE
EXISTING RECLAIMED WATER LINE
EXISTING SEWER SERVICE
EXISTING CLEAN OUT
EXISTING SANITARY SEWER LINE
EXISTING SANITARY SEWER MAN HOLE
PROPOSED WATER SERVICE METER
PROPOSED BACKFLOW PREVENTOR
PROPOSED PROPOSED FIRE HYDRANT
PROPOSED FDC
PROPOSED WATER LINE
PROPOSED RECLAIMED WATER LINE
PROPOSED SEWER SERVICE
PROPOSED CLEAN OUT
PROPOSED SANITARY SEWER LINE
PROPOSED SANITARY SEWER MAN HOLE
SYMBOL DESCRIPTION
S
S
CLUBHOUSE
POO
L

H
O
U
S
E
/
BAT
H
R
O
O
M
S
CONCRETE CONTROL JOINT [TYP]
CONCRETE EXPANSION JOINT [TYP]
KIO
S
K

1
KIO
S
K

2
WETLANDS (TYP)
30' HOLLY SPRINGS
CAFE FEAR BUFFER
WETLANDS (TYP)
EXISTING POND
TO REMAIN
DUKE ENERGY PROGRESS LLC
FORMERLY
FIRST CITIZENS BANK TRACT
(SEE DB 2086, PG. 677 & CP&L DRAWING #L-D-2581)
DUKE LAND UNIT #1183088
PIN: 0730634462
LAND USE: STATE ASSESSED
WAKE COUNTY
DUKE ENERGY PROGRESS LLC
REMAINDER OF
SONYA WILSON
DB 2260, PG. 649
PIN: 0730457251
LAND USE: VACANT
ZONING: R30
TOWN OF HOLLY SPRINGS ETJ
MARY HARRIS
DB 2260, PG. 670 & 99-E-2225
PIN: 0730545847
LAND USE: SINGLE FAMILY
ZONING: R30
TOWN OF HOLLY SPRINGS ETJ
MATTIE HARRIS HEIRS
DB 9105, PG. 2362 & 16-E-2429
PIN: 0730644708
LAND USE: VACANT
ZONING:R30
TOWN OF HOLLY SPRINGS ETJ
DELORES HORTON
DB 8201, PG. 2115
PIN: 0730652261
LAND USE: MOBILE
ZONING: R30
TOWN OF HOLLY SPRINGS ETJ
DB 12651, PG. 1128
PIN: 0730852539
LAND USE: VACANT
ZONING: SD (APEX)
TOWN OF APEX
S
R

1
1
5
4

-

W
O
O
D
S

C
R
E
E
K

R
O
A
D
(
6
0
'

P
U
B
L
I
C

R
/
W

D
B
.

9
2
6
4

P
G
.

2
9
5
)
LE
L
A
N
D

C
R
E
S
T

D
R
I
V
E
(82
'

P
U
B
L
I
C

R
O
W
)
WETLANDS (TYP)
30' HOLLY SPRINGS
CAPE FEAR BUFFER
30' HOLLY SPRINGS
CAPE FEAR BUFFER
WETLANDS
(TYP)
WETLANDS (TYP)
30' HOLLY SPRINGS
CAPE FEAR BUFFER
30' HOLLY SPRINGS
CAPE FEAR BUFFER
30' HOLLY SPRINGS
CAPE FEAR BUFFER
5
0
'

C
A
R
D
I
N
A
L

P
I
P
E
L
I
N
E

C
O
M
P
A
N
Y
,

L
L
C
&

C
A
R
D
I
N
A
L

E
X
T
E
N
S
I
O
N

C
O
M
P
A
N
Y

R
/
W
D
B

1
4
0
3
3
,

P
G
.

1
2
6
2
50' DIXIE PIPELINE C
O
M
P
A
N
Y

R
/
W
DB 2758, PG. 643
LENNAR CAROLINAS LLC
DB 17612, PG. 1928
PIN: 0730533724
LAND USE: VACANT
ZONING: PUD
TOWN OF HOLLY SPRINGS
WETLANDS (TYP)
30' HOLLY SPRINGS
CAFE FEAR BUFFER
SCM 8
WET DETENTION
POND
SCM 10
WET DETENTION
POND
25' ROW
DEDICATION
SCM 7
CONSTRUCTED
WETLANDS
FUTURE PUMP STATION #2
(FINAL LOCATION TO BE DETERMINED)
PROPOSED
BOC
BY
OTHERS
10' ASPHALT MULTI-USE
TRAIL (TYP)
LENNAR CAROLINAS LLC
DB 17612, PG. 1928
PIN: 0730533724
LAND USE: VACANT
ZONING: PUD
TOWN OF HOLLY SPRINGS
LENNAR CAROLINAS LLC
DB 17612, PG. 1928
PIN: 0730533724
LAND USE: VACANT
ZONING: PUD
TOWN OF HOLLY SPRINGS
CAPITAL PROPERTIES II LLC
DB 17612, PG. 1928
PIN: 0730842712
LAND USE: VACANT
ZONING: PUD
TOWN OF HOLLY SPRINGS
CAPITAL PROPERTIES II LLC,
LENNAR CAROLINAS LLC
DB 17612, PG. 1928
PIN: 0730834534
LAND USE: VACANT
ZONING: PUD
TOWN OF HOLLY SPRINGS
CAROLINA SPRINGS BOULEVARD
(82' PUBLIC ROW)
CARO
L
I
N
A

S
P
R
I
N
G
S

B
O
U
L
E
V
A
R
D
(82' P
U
B
L
I
C

R
O
W
)
EXISTING EOP
EXISTING
12 OAKS
SUBDIVISION
50' DIXIE PIPEL
I
N
E

C
O
M
P
A
N
Y

R
/
W
DB 2758, PG. 64
3
SCM 6
CONSTRUCTED
WETLANDS
SCM 12
WET DETENTION
POND
SCM 9
WET DETENTION POND
WETLANDS (TYP)
FUTURE AMENITY SITE
FUTURE
TOWN PARK AREA
25 AC
(TO BE DEDICATED)
CAROLINA SPRINGS BOULEVARD
(55' PUBLIC ROW)
FUTURE ROAD
EXTENSION (BY OTHERS)
W
O
O
D
F
I
E
L
D

D
E
A
D

E
N
D
R
O
A
D

(
8
2
'

P
U
B
L
I
C

R
O
W
)
PROJECT
LIMITS
S
R

1
1
5
4

-

W
O
O
D
S

C
R
E
E
K

R
O
A
D
(
E
X
I
S
T
I
N
G

6
0
'

P
U
B
L
I
C

R
/
W

D
B

9
2
6
4

P
G

2
9
5
)
AL
L
E
Y

8
(2
5
'

A
C
C
E
S
S
EA
S
E
M
E
N
T
)
FAIRPORT LANE
(51' PUBLIC R/W)
FAIRPORT LANE
(25' ACCESS EASEMENT)
AL
L
E
Y

5
(2
5
'

A
C
C
E
S
S

E
A
S
E
M
E
N
T
)
FLOODWAY
FEMA 100 YEAR
FLOODPLAIN
EXISTING LOCAL
100 YEAR FLOODPLAIN
PROPOSED LOCAL
100 YEAR FLOODPLAIN
VILLAGE SQUARE /
NEIGHBORHOOD
DISTRICT CENTER
DIVIDING BOUNDARY LINE
CAR
O
V
A

B
E
N
D
(55
'

P
U
B
L
I
C

R
O
W
)
C
A
R
O
V
A

B
E
N
D
(5
5
'

P
U
B
L
I
C

R
O
W
)
NA
H
U
N
T
A

R
O
A
D
(5
5
'

P
U
B
L
I
C

R
O
W
)
OL
D

F
O
R
T

D
R
I
V
E
(2
5
'

A
C
C
E
S
S

E
A
S
E
M
E
N
T
)
CALVAND
E
R

L
A
N
E
(51' PUBL
I
C

R
O
W
)
CAR
O
V
A

B
E
N
D
(55'

P
U
B
L
I
C

R
O
W
)
NAH
U
N
T
A

R
O
A
D
(55
'

P
U
B
L
I
C

R
O
W
)
OLD

F
O
R
T

D
R
I
V
E
(25
'

A
C
C
E
S
S

E
A
S
E
M
E
N
T
)
NA
H
U
N
T
A

R
O
A
D
(5
5
'

P
U
B
L
I
C

R
O
W
)
OL
D

F
O
R
T

D
R
I
V
E
(2
5
'

A
C
C
E
S
S

E
A
S
E
M
E
N
T
)
GO
O
S
E

N
E
S
T

C
O
V
E
(5
5
'

P
U
B
L
I
C

R
O
W
)
DEERCROFT DRIVE
(51' PUBLIC ROW)DEER CROFT DRIVE
(51' PUBLIC ROW)
AL
L
E
Y

2
(2
5
'

A
C
C
E
S
S

E
A
S
E
M
E
N
T
)
ALLEY 3
(25' ACCESS EASEMENT)
RE
D

B
R
U
S
H

W
A
Y
(5
5
'

P
U
B
L
I
C

R
O
W
)
LIGHT OAK WAY
(55' PUBLIC ROW)
DEER CROFT DRIVE
(51' PUBLIC ROW)
CA
R
O
V
A

B
E
N
D
(5
5
'

P
U
B
L
I
C

R
O
W
)
BL
U
E

C
L
A
Y

L
A
N
E
(VA
R
I
A
B
L
E

W
I
D
T
H

A
C
C
E
S
S

E
A
S
E
M
E
N
T
)
WETLANDS (TYP)
ALLEY 1
(25' ACCESS EASEMENT)ALLEY 1
(25' ACCESS EASEMENT)
FUTURE PHASE
FUTURE PHASE
PUD BOUNDARY
PUD BOUNDARY
POCKET PARK 1
HHI TRINITY APEX INVESTMENTS LLC
DB 12651 PG 1128
PIN: 0730852539
POCKET PARK 2
PUD BOUNDARY
ALLEY 11
(25' ACCESS EASEMENT)
AL
L
E
Y

9
(2
5
'

A
C
C
E
S
S
EA
S
E
M
E
N
T
)
AL
L
E
Y

9
(2
5
'

A
C
C
E
S
S
EA
S
E
M
E
N
T
)
EXISTING
PROPERTY LINE
WETLANDS (TYP)
SEE SEPARATE CAROLINA SPRINGS BLVD.
PLAN SET FOR MORE INFORMATION SHOWN
FOR REFERENCE ONLY
FLOODWAY
EXISTING
PROPERTY LINE
EXISTING
PROPERTY LINE
PROJECT LIMITS
PROPOSED
PROPERTY LINE
ALLEY 10
(35' ACCESS EASEMENT)
DUKE ENERGY PROGRESS INC
DB 15289 PG 2437
PIN 0730712692
FUTURE VILLAGE
SQUARE EAST 30' HOLLY SPRINGS
CAPE FEAR BUFFER
WETLANDS (TYP)
ALL
E
Y

6
(25'
A
C
C
E
S
S

E
A
S
E
M
E
N
T
)
ALLEY 1
(VARIABLE WIDTH ACCESS EASEMENT)
SCM #9
50' DIXIE PIPELINE COMPANY R/W
DB 2758, PG. 643
50' DIXIE PIPEL
I
N
E

C
O
M
P
A
N
Y

R
/
W
DB 2758, PG. 64
3
G G G G G G G G G
G
G
G
G
G
G
G
G
G
G G G G G G
x
x
W
FM
FM
FM
FM
FM
F
M
Revisions
K:
\
1
9
\
1
9
-
0
3
7
0
\
1
9
0
3
7
2
.
2
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4

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:
5
4
:
1
9

A
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H
,

A
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L
I
S
O
N
Sheet No.
Designer
Drawn By
Date
Job No.
Wi
t
h
e
r
s
R
a
v
e
n
e
l
11
5

M
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| C
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r
s
R
E
C
O
R
D

D
R
A
W
I
N
G
S
CA
R
O
L
I
N
A

S
P
R
I
N
G
S
P
H
A
S
E

1

S
E
C
T
I
O
N

5
HO
L
L
Y

S
P
R
I
N
G
S
,

N
O
R
T
H

C
A
R
O
L
I
N
A
02190372.20
02/27/2024
WR
WR
1 inch = 200 ft.
200
GRAPHIC SCALE
0 100 200 400
OV
E
R
A
L
L

S
I
T
E

P
L
A
N
C2.0
GENERAL & SITE PLAN NOTES:
1.ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE TOWN OF HOLLY SPRINGS STANDARD SPECIFICATIONS
AND DETAILS.
2.BOUNDARY AND TOPOGRAPHIC INFORMATION BASED ON SURVEY BY BATEMAN AND WITHERSRAVENEL, INC.
3.WETLANDS AND RIPARIAN BUFFERS DELINEATED BY S&EC AND SURVEYED BY WITHERSRAVENEL.
4.ALL ADJOINER ZONING INFORMATION IS TOWN OF HOLLY SPRINGS ZONING UNLESS NOTED OTHERWISE.
5.CONTRACTOR SHALL LOCATE ANY AND ALL UTILITIES PRIOR TO START OF CONSTRUCTION. NOTIFY ENGINEER IN
WRITING OF ANY CONFLICTS WHICH MAY REQUIRE REVISION TO THESE PLANS.
6.EXISTING VISIBLE ABOVE-GROUND UTILITY INFORMATION BASED ON SURVEY BY WITHERSRAVENEL, INC. AND
SUPPLEMENTED OUTSIDE OF THE PROJECT BOUNDARY BY GIS LIDAR.
7.DELINEATED WETLAND AND RIPARIAN BUFFER AREAS SHALL NOT BE CLEARED, DRAINED OR OTHERWISE
DISTURBED UNLESS SPECIFICALLY PERMITTED BY THE U.S. ARMY CORPS OF ENGINEERS AND NCDENR-DWQ.
8.THE RESTRICTIVE COVENANTS FOR THE SUBDIVISION SHALL BE RECORDED AT WAKE COUNTY REGISTER OF DEEDS
PRIOR TO THE RECORDATION OF ANY LOTS.
9.CONSTRUCTION DRAWING APPROVAL IS REQUIRED BEFORE CONSTRUCTION CAN BEGIN. ALL APPLICABLE FEES
SHALL ALSO BE PAID PRIOR TO CONSTRUCTION DRAWING APPROVAL ON A SECTION BY SECTION BASIS.
10.REGULATORY FEMA MAPPED FLOODPLAINS DO NOT EXIST ON THIS SITE PER FIRM 3720064800J, DATED MAY 2, 2006.
11.TREE PROTECTION FENCING SHALL BE PROVIDED ALONG ALL VEGETATED RIPARIAN AND VEGETATED PERIMETER
BUFFER AREAS.
12.ALL ONSITE POWER LINES WILL BE PROVIDED UNDERGROUND TO DUKE ENERGY PROGRESS STANDARDS.
13.PARKS AND RECREATION FEE WILL BE FINALIZED PRIOR TO LOT RECORDING.
14.NO FILL MATERIAL MAY BE ADDED TO NRB ZONE 1 (INNER 30') AND NO STRUCTURES ARE ALLOWED WITHIN ANY OF
THE BUFFER AREAS UNLESS SPECIFICALLY PERMITTED BY THE TOWN OF HOLLY SPRINGS AND/OR NCDWQ.
15.COMMON OPEN SPACE INCLUDING LANDSCAPE BUFFER AREAS SHALL BE MAINTAINED BY HOMEOWNERS
ASSOCIATION.
16.STREET LIGHTING SHALL BE REQUIRED FOR THIS PROJECT AND BE DESIGNED AND CONSTRUCTED WITHIN
ACCORDANCE TO HOLLY SPRINGS AND DUKE ENERGY PROGRESS ENERGY POLICIES AND STANDARDS. ADJACENT
ROADWAYS WILL BE REQUIRED TO BE LIGHTED PRIOR TO THE FIRST C.O. AND INTERNAL ROADWAYS MUST BE
LIGHTED PRIOR TO STREET ACCEPTANCE FOR 1 YEAR WARRANTY.
17.ALL RETAINING WALLS SHALL REQUIRE A BUILDING PERMIT. WALLS GREATER THAN 4' IN HEIGHT WILL REQUIRE
ENGINEERING DESIGN APPROVAL AT CONSTRUCTION DRAWING REVIEW AS WELL AS A BUILDING PERMIT. NO
UTILITIES SHALL CONFLICT WITH STRUCTURAL REINFORCEMENT OF THE WALL.
18.LOCATION OF STREET TREES AND STREET LIGHTING WILL BE FIELD-COORDINATED BY THE DEVELOPER TO
ELIMINATE CONFLICTS.
19.INTERNAL ROADWAYS MUST BE LIGHTED PRIOR TO FIRST CO AND ALLADJACENT ROADWAYS WILL BE REQUIRED TO
BE LIGHTED PRIOR TO STREET ACCEPTANCE FOR 1-YEAR WARRANTY.
20.ALL NEW UTILITY LINES(POWER, CABLE, ETC.) MUST BE UNDERGROUND.
SECTION 1B
SECTION 2
SECTION 3
SECTION 5
SECTION 4
SECTION 1A
RECORD DRAWING NOTES:
1.THIS RECORD DRAWING SET OF PLANS IS BASED ON FIELD SURVEY PREPARED BY
WITHERSRAVENEL. INFORMATION SHOWN HEREON IS COMPRISED OF EXISTING AND
PROPOSED CONDITIONS AS ORIGINALLY APPROVED BY THE TOWN OF HOLLY SPRINGS UNLESS
OTHERWISE NOTED.
2.THE SANITARY SEWER AND STORM SEWER ASSOCIATED WITH CAROLINA SPRINGS PHASE 1,
SECTION 5 HAVE BEEN PHYSICALLY SURVEYED AND THIS PLAN REPRESENTS, TO THE BEST OF
OUR KNOWLEDGE, THE HORIZONTAL AND VERTICAL LOCATIONS OF THESE UTILITIES.
3.THE WATERLINE INFORMATION SHOWN ON THESE PLANS IS FROM PERIODIC INSPECTIONS
CONDUCTED THROUGHOUT THE CONSTRUCTION PHASE OF THE PROJECT. WITHERSRAVENEL
MAKES NO GUARANTEE OF THE SURVEYED ACCURACY OF THE WATERLINE SHOWN.
4.WITHERSRAVENEL IS NOT HELD RESPONSIBLE FOR INACCURACIES IN PLANS DUE TO SKETCHES
OR OTHER INFORMATION RECEIVED FROM CONTRACTOR(S) THAT DO NOT ACCURATELY
REFLECT FINISHED CONSTRUCTION FIELD CONDITIONS.
I certify that these as-builts are accurate and that each of the items listed on the Town’s “As-Built
Checklist” as contained in the Town of Holly Springs Engineering Design and Construction
Standards is provided on this set of as-built drawings (8 total sheets in this set). I certify that
all of the information provided is field-verified as-built information.
(Seal) ________________________________ ___________________
Signature Registered Land Surveyor Date
(Seal) ________________________________ ___________________
Signature by Professional Engineer Date
_____________________________________ ______________
Acceptance by Construction Inspector Date
N O R T H C A RO
L
I
N
A
C
U
R
TIS M . B L A Z I E R
PR O F E SSIO
N
A
L
E
NGI N E E R
SEAL
033840
N O R T H C A RO
L
I
N
A
B
E
N
J
A
MIN E . D A Y T ON
PR O F E SSIO
N
A
L
L
A
N
D
SU R V E Y O
R
SEAL
L-4390
5. IN STREETS AND UTILITIES LOCATED IN THE TRIASSIC BASIN AS SHOWN IN TOHS DETAIL HS356
(WHERE TRIASSIC SOILS ON COMPRESSIBLE MINIATURE TRIASSIC SEDIMENTARY ROCK-LIKE MATERIAL
EXISTS) THERE WILL BE CERTAIN SPECIAL CRITERIA REQUIRED FOR ROADWAY CONSTRUCTION.
THE FOLLOWING MINIMUMS WILL BE REQUIRED OF DEVELOPERS:
1.PRE-QUALIFIED GEO-TECHNICAL FIRM APPROVED BY THE TOWN MUST BE ON SITE FULL TIME
WHILE THE UTILITIES AND ROADWAYS ARE BEING CONSTRUCTED.
2.DOCUMENTATION OF MOISTURE CONTENT, COMPACTION, DENSITY, GEOGRID DESIGN CRITERIA,
ETC. MUST BE PROVIDED TO TOWN INSPECTOR.
3.ALL ROADWAYS WILL HAVE TO BE PROOF-ROLLED AT BOTH SUB GRADE AND STONE GRADE BY
TOWN INSPECTOR AS WELL.
4.THE STANDARD ROADWAY CROSS-SECTION WILL BE WOVEN GEO-FABRIC DESIGN CRITERIA HP 270
OR EQUAL ON ENTIRE ROAD (AND MUST BE APPROVED BY THE TOWN OF HOLLY SPRINGS), 7” ABC
STONE, WITH ASPHALT COMPLETED IN STAGED CONSTRUCTION OF 2.5” I-19 ASPHALT AND 1.5”
S9.5C IN STAGE ONE AND 1.5” S9.5C FINAL OVERLAY INITIAL ONE-YEAR WARRANTY WITH AN
ADDITIONAL YEAR EXTENSION STARTING AFTER FINAL OVERLAY SHALL BE REQUIRED FOR
ROADWAYS. FOR THE EXTENDED WARRANTY PERIOD, IT WILL BE REQUIRED TO POST A BOND, LOC,
OR CASH FOR 50% OF ACTUAL COST OF ROADWAY (STORM DRAINAGE, CURB & GUTTER,
SIDEWALK AND PAVEMENT).
5.WHERE MANHOLES ARE LOCATED IN STREETS IT WILL BE REQUIRED TO HAVE SUITABLE OFF-SITE
STRUCTURAL MATERIAL OR ABC STONE TO BACKFILL AROUND EXCAVATION OF MANHOLES UP TO
SUBGRADE.
6.AN ADDITIONAL FOOT OF STONE WILL BE REQUIRED 10' EITHER SIDE OF MANHOLE FOR ENTIRE
WIDTH OF ROADWAY.
ADDITIONAL MEASURES MAY BE DEEMED NECESSARY BY THE TOWN PENDING SEVERITY OF THE SOILS.
THE PAVEMENT THICKNESS OF ANY STREET SHALL, AT A MINIMUM, EQUAL THE DESIGN SHOWN IN THE
STANDARD DETAILS SECTION OF THESE STANDARDS FOR THE VARIOUS STREET WIDTHS.
APPROVED PAVEMENT DESIGN METHODS INCLUDE THOSE AS PROPOSED BY NCDOT, THE 1986 AASHTO
GUIDELINES AND THE 1981 ASPHALT INSTITUTE MS 1 DOCUMENT.
THE AASHTO METHOD WILL REQUIRE USE OF A TERMINAL SERVICEABILITY INDEX OF 2.0 FOR
COLLECTORS AND 2.5 FOR THOROUGHFARES, SO = 0.49 FOR FLEXIBLE PAVEMENT AND SO = 0.39 FOR
RIGID PAVEMENTS, AND A RELIABILITY OF 98% FOR THOROUGHFARES AND A RELIABILITY OF 95% FOR
COLLECTORS.
ALL STREETS MAINTAINED BY THE NCDOT MUST RECEIVE APPROVAL OF THE PAVEMENT DESIGN FROM
NCDOT PRIOR TO THE BEGINNING OF CONSTRUCTION. NORMAL CROWN FOR THE PAVEMENT SECTION
SHALL BE ¼”/FOOT, EXCEPT AS APPROVED FOR SUPERELEVATED CROSS[1]SECTIONS
DocuSign Envelope ID: 2313E646-AC80-4EF6-AF5C-009F44DE0963
3/6/2024
3/6/2024
117
204
383 382 379
422425426423424
214
213
212
211
210
404 405 406 407 408 410 411 412 413 414
419418417416
111
112
113
114
110
387
421
384
245 247 248 249
119118116
415 420
120
250
246
390392393395396
OPEN SPACE
244
409
385389
394
401 400 399 398
381 380
27
'
89'
86'
27
'
85'
27
'
22
'
3'
19
'
85'
22
'
22
'
85'
22
'
36
'
15'
7
3
'
37'
29
'
85'
18
'
40'
14
'
22
'
85'
8'
27
'
27
'
87'
22
'90'
27
'
27
'
90'
40'
40'
10
5
'
10
9
'
35'
11
0
'
22'
11
1
'
22'
11
1
'
22'
11
1
'
33'
11
1
'
11
1
'
33'
11
1
'
22'
11
1
'
22'
11
1
'
22'
11
1
'
33'
11
1
'
11
1
'
33'
11
1
'
22'
11
1
'
22'
11
1
'
22'
11
1
'
22'
11
1
'
39'
37
'
49
'
44
'
4'13'
10
'
29'
89
'
19'
89
'
19'
89
'
19'
89
'
89
'
89
'
24'
89
'
24'
89
'
89
'
19'
19'
89
'
19'
89
'
19'
89
'
19'24'
89
'
89
'
24'
89
'
89
'
19'19'
89
'
89
'
19'
90
'
19'33'
11
'
1
6
'
9'
3
9
'
53
'
16'
11
'
26'
10
1
'
19'
19'
10
1
'
19'
19'
10
1
'
19'
19'
10
1
'
19'
19'
10
1
'
24'
24'
10
1
'
24'
10
1
'
24'
10
1
'
24'
19'
10
1
'
19'
19'
10
1
'
19'
19'
10
1
'
19'
19'
10
0
'
19'
24'
99
'
19'
98
'
24'
98
'
61'
17'
19'
97
'
61'
19'
96
'
61
'
19'
95
'
61
'
19'
95
'
24'
43
'
61
'
39'
10
'
11'6'
85
'
29'
85
'
29'
85
'
22'
22'
85
'
22'
22'
85
'
22'
22'19'3'
85
'
22'
85
'
19'
85
'
85
'
19'
85
'
19'
85
'
26'
85
'
26'
85
'
9'
85
'
17'
10
'
13'4'
49
'
39'
85
'
19'
19'
85
'
19'
19'
85
'
19'
19'26'
85
'
26'
85
'
26'
85
'
26'
11
0
'
11
0
'
29'
11
0
'
29'
11
0
'
19'
19'
11
0
'
19'
19'
11
0
'
19'
19'
11
0
'
19'
19'14'
4
0
'
50
'
35
'
41'
19'19'19'
3'
44'
53
'
115
76
'
40'
206208207 205
36
'
42
'
30'
6'
26'
209
10'
10
'
27'
397
402
391 388 386
403
430 427428429431
435 432433434436
39'
17'22'22'22'22'33'33'22'22'22'33'33'22'20'2'5'17'
35'
10'
2
0
'
10'
20'
19'26'
10+00
11+00
12+00
13+00
14+00
15+00
16+00
17+00
PI
:

1
5
+
5
9
.
5
2
27
+
0
0
28
+
0
0
29
+
0
0
30
+
0
0
31
+
0
0
3
2
+
0
0
PC: 31+59.91
PT: 26+32.91
PT: 32+5
4
.
1
3
10
+
0
0
11
+
0
0
PC: 10+84.49
10+00
11+00
12+00
13+00
14+00
15+00
16+00
17+00
PI
:

1
5
+
5
5
.
8
0
DE-FL
DE-FL DE-FL
CA-RL
CA-RL CA-RL
CA-RL
CA-RL
CA-RL
CA-RL CA-RL
CA-RL
FA-RL
FA-RL
FA-RL
12
+
6
8
.
9
8
10
+
0
0
11
+
0
0
12
+
0
0
10+00
11+00
12+00
13+00
14+00
15+00
16+00
17+00
PI
:

1
5
+
1
2
.
3
4
10+00
11+00
12+00
19
+
0
7
.
8
5
18
+
0
0
19
+
0
0
PT: 17+87.12
L7
C5
C1
6
L2
4
L2
6
L3
5
20' PDE
20' PDE
20' PDE
STR-FL
CL-2C
PDE
W W W W
R R R R R R R
SE
C
T
I
O
N

2
SE
C
T
I
O
N

1
B
SE
C
T
I
O
N

3
SE
C
T
I
O
N

2
SE
C
T
I
O
N

1
B
SE
C
T
I
O
N

3
SE
C
T
I
O
N

2
SE
C
T
I
O
N

1
B
SE
C
T
I
O
N

3
SE
C
T
I
O
N

2
SE
C
T
I
O
N

5
SECTION 5
SECTION 3
SE
C
T
I
O
N

2
SE
C
T
I
O
N

1
B
SE
C
T
I
O
N

3
SE
C
T
I
O
N

1
B
SE
C
T
I
O
N

2
SE
C
T
I
O
N

1
B
SECTION 2
SECTION 1B
SE
C
T
I
O
N

3
SE
C
T
I
O
N

2
SE
C
T
I
O
N

4
TOP OF BANK
BOC (TYP)
R=25'
R/W (TYP)
R=25'
PROPOSED HIGH
VISIBILITY CROSSWALK (TYP.)
34' B-B
15' B-B
BOC (TYP)
R=25'
R/W (TYP)
R=25'
BOC (TYP)
R=60'
R/W (TYP)
R=46'
EXISTING EOP
TIE TO EXISTING ROAD
2.5' VALLEY
CURB (TYP)
2.5' VALLEY
CURB (TYP)
2.5' VALLEY
CURB (TYP)
R/W
39'
B-B
51'
R/W
55'
R/W
16'
EOP
B-B
21'
B-B
55'
R/W
31'
B-B
21'
B-B
27'
B-B
31'
B-B
BOC (TYP)
R=60'
R/W (TYP)
R=46'
31'
B-B
PROPOSED
5' BIKE LANE (TYP.)
20' PDE
20' PDE
PROPOSED HIGH
VISIBILITY CROSSWALK (TYP.)
FUTURE PHASE
30' PERIMETER
LANDSCAPE SCREEN
R/W (TYP)
R=25'
BOC (TYP)
R=25'
R/W (TYP)
R=25'
BOC (TYP)
R=25'
R/W (TYP)
R=25'
VILLAGE SQUARE/NEIGHBORHOOD
DISTRICT CENTER DIVIDING BOUNDARY LINE
34'
EOP -EOPBOC
R=18.5'
EOP
R=20'
17'
EOP
17'
EOP
17'
EOP
17'
EOP
17'
EOP
17'
EOP
BOC (TYP)
R=25'
BOC (TYP)
R=25'
R/W (TYP)
R=25'
GO
O
S
E

N
E
S
T

C
O
V
E
(5
5
'

P
U
B
L
I
C

R
O
W
)
PROPOSED
5' SIDEWALK (TYP)
PROPOSED
5' SIDEWALK (TYP)
PROPOSED
5' SIDEWALK (TYP)
DE
BOC (TYP)
R=60'
R/W
R=40'
LE (TYP)
RETAINING WALL #6
WITH SAFETY RAILINGS
82'
R/W
BOC (TYP)
R=25'
BOC (TYP)
R=25'
BOC (TYP)
R=25'
RETAINING WALL #7
WITH SAFETY RAILINGS
CAROLINA SPRINGS BOULEVARD
(55' PUBLIC ROW)
ALLEY 1
(25' ACCESS EASEMENT)
NA
H
U
N
T
A

R
O
A
D
(5
5
'

P
U
B
L
I
C

R
O
W
)
AL
L
E
Y

4
(2
5
'

A
C
C
E
S
S

E
A
S
E
M
E
N
T
)
DEERCROFT DRIVE
(51' PUBLIC ROW)
DEER CROFT DRIVE
(51' PUBLIC ROW)
ALLEY 1
(25' ACCESS EASEMENT)
LE
L
A
N
D

C
R
E
S
T
DR
I
V
E
(8
2
'

P
U
B
L
I
C

R
O
W
)
ALLEY 3
(25' ACCESS EASEMENT)
12' EOP
PROPOSED HIGH
VISIBILITY CROSSWALK (TYP.)
PROPOSED
CROSSWALK (TYP.)
BOC (TYP)
R=25'
BOC (TYP)
R=25'
BOC (TYP)
R=25'
BOC (TYP)
R=25'
BOC (TYP)
R=60'
R/W (TYP)
R=40'
BOC (TYP)
R=25'
BOC (TYP)
R=25'
R/W (TYP)
R=25'
CAROLINA SPRINGS BOULEVARD
(82' PUBLIC ROW)
10' RETAINING WALL
EASEMENT
10' RETAINING
WALL EASEMENT
END OF ROAD BARRICADE
END OF ROAD BARRICADE
RETAINING WALL #12
WITH SAFETY RAILS
20' PDE
20' DE
Revisions
K:
\
1
9
\
1
9
-
0
3
7
0
\
1
9
0
3
7
2
.
2
0
-
C
a
r
o
l
i
n
a

S
p
r
i
n
g
s

P
h
a
s
e
s

1
-
5
\
C
A
D
\
A
S
-
B
U
I
L
T
\
S
e
c
t
i
o
n

5
\
S
H
E
E
T
S
\
C
2
.
1
-
2
.
1
2

S
I
T
E

P
L
A
N
S
_
A
S
B
_
S
E
C
T
I
O
N

5
.
d
w
g
-
We
d
n
e
s
d
a
y
,

M
a
r
c
h

6
,

2
0
2
4

1
1
:
5
6
:
1
7

A
M
-

SM
I
T
H
,

A
L
L
I
S
O
N
Sheet No.
Designer
Drawn By
Date
Job No.
Wi
t
h
e
r
s
R
a
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l
11
5

M
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D
R
A
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I
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S
CA
R
O
L
I
N
A

S
P
R
I
N
G
S
P
H
A
S
E

1

S
E
C
T
I
O
N

5
HO
L
L
Y

S
P
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I
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,

N
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T
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C
A
R
O
L
I
N
A
02190372.20
02/27/2024
WR
WR
SI
T
E

P
L
A
N
C2.4
GRAPHIC SCALE
1 inch = 30 ft.
30 0 15 30 60
SEE SHEET C2.3 FOR CONTINUATION
SE
E

S
H
E
E
T

C
2
.
5

F
O
R

C
O
N
T
I
N
U
A
T
I
O
N
LEGEND:
EXISTING WETLAND
TREE PRESERVATION AREA
30' TYPE B LANDSCAPE SCREEN - B-40
30' TYPE B LANDSCAPE SCREEN - B-75
30' TYPE B LANDSCAPE SCREEN - B-225
ABBREVIATION LEGEND
DE DRAINAGE EASEMENT (PUBLIC)
GE GREENWAY EASEMENT (PUBLIC)
PDE PRIVATE DRAINAGE EASEMENT
PGE PRIVATE GREENWAY EASEMENT
PUE PUBLIC UTILITY EASEMENT
SCMMAE SCM MAINTENANCE AND ACCESS EASEMENT
SDT SIGHT DISTANCE TRIANGLE
STE STREET TREE EASEMENT
VWDE VARIABLE WIDTH DRAINAGE EASEMENT (PUBLIC)
LE LANDSCAPE EASEMENT
1
NOT PART OF
THIS PHASE
NOT PART OF
THIS PHASE
NOT PART OF
THIS PHASE
I certify that these as-builts are accurate and that each of the items listed on the Town’s “As-Built
Checklist” as contained in the Town of Holly Springs Engineering Design and Construction
Standards is provided on this set of as-built drawings (8 total sheets in this set). I certify that
all of the information provided is field-verified as-built information.
(Seal) ________________________________ ___________________
Signature Registered Land Surveyor Date
(Seal) ________________________________ ___________________
Signature by Professional Engineer Date
_____________________________________ ______________
Acceptance by Construction Inspector Date
N O R T H C A RO
L
I
N
A
C
U
R
TIS M . B L A Z I E R
PR O F E SSIO
N
A
L
E
NGI N E E R
SEAL
033840
N O R T H C A RO
L
I
N
A
B
E
N
J A
MIN E . D A Y T ON
PR O F E SSIO
N
A
L
L
A
N
D SU R V E YORSEAL
L-4390
RECORD DRAWING NOTES:
1.THIS RECORD DRAWING SET OF PLANS IS BASED ON FIELD SURVEY PREPARED BY
WITHERSRAVENEL. INFORMATION SHOWN HEREON IS COMPRISED OF EXISTING AND
PROPOSED CONDITIONS AS ORIGINALLY APPROVED BY THE TOWN OF HOLLY SPRINGS UNLESS
OTHERWISE NOTED.
2.THE SANITARY SEWER AND STORM SEWER ASSOCIATED WITH CAROLINA SPRINGS PHASE 1,
SECTION 5 HAVE BEEN PHYSICALLY SURVEYED AND THIS PLAN REPRESENTS, TO THE BEST OF
OUR KNOWLEDGE, THE HORIZONTAL AND VERTICAL LOCATIONS OF THESE UTILITIES.
3.THE WATERLINE INFORMATION SHOWN ON THESE PLANS IS FROM PERIODIC INSPECTIONS
CONDUCTED THROUGHOUT THE CONSTRUCTION PHASE OF THE PROJECT. WITHERSRAVENEL
MAKES NO GUARANTEE OF THE SURVEYED ACCURACY OF THE WATERLINE SHOWN.
4.WITHERSRAVENEL IS NOT HELD RESPONSIBLE FOR INACCURACIES IN PLANS DUE TO SKETCHES
OR OTHER INFORMATION RECEIVED FROM CONTRACTOR(S) THAT DO NOT ACCURATELY
REFLECT FINISHED CONSTRUCTION FIELD CONDITIONS.
5. IN STREETS AND UTILITIES LOCATED IN THE TRIASSIC BASIN AS SHOWN IN TOHS DETAIL HS356
(WHERE TRIASSIC SOILS ON COMPRESSIBLE MINIATURE TRIASSIC SEDIMENTARY ROCK-LIKE MATERIAL
EXISTS) THERE WILL BE CERTAIN SPECIAL CRITERIA REQUIRED FOR ROADWAY CONSTRUCTION.
THE FOLLOWING MINIMUMS WILL BE REQUIRED OF DEVELOPERS:
1.PRE-QUALIFIED GEO-TECHNICAL FIRM APPROVED BY THE TOWN MUST BE ON SITE FULL TIME
WHILE THE UTILITIES AND ROADWAYS ARE BEING CONSTRUCTED.
2.DOCUMENTATION OF MOISTURE CONTENT, COMPACTION, DENSITY, GEOGRID DESIGN CRITERIA,
ETC. MUST BE PROVIDED TO TOWN INSPECTOR.
3.ALL ROADWAYS WILL HAVE TO BE PROOF-ROLLED AT BOTH SUB GRADE AND STONE GRADE BY
TOWN INSPECTOR AS WELL.
4.THE STANDARD ROADWAY CROSS-SECTION WILL BE WOVEN GEO-FABRIC DESIGN CRITERIA HP 270
OR EQUAL ON ENTIRE ROAD (AND MUST BE APPROVED BY THE TOWN OF HOLLY SPRINGS), 7” ABC
STONE, WITH ASPHALT COMPLETED IN STAGED CONSTRUCTION OF 2.5” I-19 ASPHALT AND 1.5”
S9.5C IN STAGE ONE AND 1.5” S9.5C FINAL OVERLAY INITIAL ONE-YEAR WARRANTY WITH AN
ADDITIONAL YEAR EXTENSION STARTING AFTER FINAL OVERLAY SHALL BE REQUIRED FOR
ROADWAYS. FOR THE EXTENDED WARRANTY PERIOD, IT WILL BE REQUIRED TO POST A BOND, LOC,
OR CASH FOR 50% OF ACTUAL COST OF ROADWAY (STORM DRAINAGE, CURB & GUTTER,
SIDEWALK AND PAVEMENT).
5.WHERE MANHOLES ARE LOCATED IN STREETS IT WILL BE REQUIRED TO HAVE SUITABLE OFF-SITE
STRUCTURAL MATERIAL OR ABC STONE TO BACKFILL AROUND EXCAVATION OF MANHOLES UP TO
SUBGRADE.
6.AN ADDITIONAL FOOT OF STONE WILL BE REQUIRED 10' EITHER SIDE OF MANHOLE FOR ENTIRE
WIDTH OF ROADWAY.
ADDITIONAL MEASURES MAY BE DEEMED NECESSARY BY THE TOWN PENDING SEVERITY OF THE SOILS.
THE PAVEMENT THICKNESS OF ANY STREET SHALL, AT A MINIMUM, EQUAL THE DESIGN SHOWN IN THE
STANDARD DETAILS SECTION OF THESE STANDARDS FOR THE VARIOUS STREET WIDTHS.
APPROVED PAVEMENT DESIGN METHODS INCLUDE THOSE AS PROPOSED BY NCDOT, THE 1986 AASHTO
GUIDELINES AND THE 1981 ASPHALT INSTITUTE MS 1 DOCUMENT.
THE AASHTO METHOD WILL REQUIRE USE OF A TERMINAL SERVICEABILITY INDEX OF 2.0 FOR
COLLECTORS AND 2.5 FOR THOROUGHFARES, SO = 0.49 FOR FLEXIBLE PAVEMENT AND SO = 0.39 FOR
RIGID PAVEMENTS, AND A RELIABILITY OF 98% FOR THOROUGHFARES AND A RELIABILITY OF 95% FOR
COLLECTORS.
ALL STREETS MAINTAINED BY THE NCDOT MUST RECEIVE APPROVAL OF THE PAVEMENT DESIGN FROM
NCDOT PRIOR TO THE BEGINNING OF CONSTRUCTION. NORMAL CROWN FOR THE PAVEMENT SECTION
SHALL BE ¼”/FOOT, EXCEPT AS APPROVED FOR SUPERELEVATED CROSS[1]SECTIONS
DocuSign Envelope ID: 2313E646-AC80-4EF6-AF5C-009F44DE0963
3/6/2024
3/6/2024
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
117
204
383 382 379
422425426423424
214
213
212
211
210
404 405 406 407 408 410 411 412 413 414
419418417416
111
112
113
114
110
387
421
384
245 247 248 249
119118116
415 420
120
250
246
390392393395396
OPEN SPACE
244
409
385389
394
401 400 399 398
381 380
115
206208207 205209
397
402
391 388 386
403
430 427428429431
435 432433434436
LAST MH FOR SECTION 1B
PROPOSED
LIGHT POLE (TYP)
174°
SSSS
S
S
SS
SS
SSSS
SSSSSSSS
SSSSSSSSSSSSSS
SS
SS
SS
SS
SSSSSSSSSSSSSS
SS
SS SS SS SS SS
SSSSSSSSSS
SS
SS
SS
SS
SS
SS
8"
P
V
C8" PV
C
8
"

P
V
C
8"

P
V
C
8" PVC
8" PVC
8" PVC
8"

P
V
C
8"

P
V
C
8" DIP
8" PVC
8" PVC8" PVC
8"

P
V
C
145°
121°
155°
178°
MH 230
MH 229
MH 336
MH 217
MH 231
MH 218
MH 219
MH 337
MH 339
MH 220
MH 374 MH 227A
W W W WRRRRRRRRRRRRRRRRRRR
W W W W W W W W W W W W W W W W W W W W W W W W W W
R R R R R R R
R R
R R R R R
R R R R R R R R
W W W W W W W W W W W W W W
R R R R R R R
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
WWWW
WW
W
W
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R R R R R R R R R R R R R R R R R R R R R R R
W
W
W W
R R R R R
R
R
R
R
R
R
R
R
R
SE
C
T
I
O
N

2
SE
C
T
I
O
N

5
SECTION 5
SECTION 3
SE
C
T
I
O
N

2
SE
C
T
I
O
N

1
B
SE
C
T
I
O
N

3
SE
C
T
I
O
N

1
B
SE
C
T
I
O
N

2
SE
C
T
I
O
N

1
B
SECTION 2
SECTION 1B
SE
C
T
I
O
N

3
SE
C
T
I
O
N

2
SE
C
T
I
O
N

4
81006
RWV
81007
RBO
81008
WV
81009
BO
TOP OF BANK
(1) 8" TEE
(3) 8" GV
(1) 6" TEE
(3) 6" GV
EXISTING EOP
TIE TO EXISTING ROAD
20' PDE
20' PDE
FHA (TYP)
FHA (TYP)
3/4" WM
(TYP)4" CO (TYP)
8" DIP
WATER LINE (TYP)
6" C900 PVC RECLAIMED WATER
LINE (TYP)
DEERCROFT DRIVE
(51' PUBLIC ROW)
CAROLINA SPRINGS BOULEVARD
(55' PUBLIC ROW)
NA
H
U
N
T
A

R
O
A
D
(5
5
'

P
U
B
L
I
C

R
O
W
)
AL
L
E
Y

4
(2
5
'

A
C
C
E
S
S

E
A
S
E
M
E
N
T
)
ALLEY 1
(25' ACCESS EASEMENT)
ALLEY 3
(25' ACCESS EASEMENT)
VILLAGE SQUARE/NEIGHBORHOOD
DISTRICT CENTER DIVIDING BOUNDARY LINE
PDE
PDE
(1) 2" BOA
(1) 2" GV
(1) 2" BOA
(1) 2" GV
(1) 2" BOA
(1) 2" GV
(1) 2" BOA
(1) 2" GV
DE LE (TYP)
RETAINING WALL #6
WITH SAFETY RAILINGS
3/4" WM
(TYP)
4" CO (TYP)
6" C900 PVC RECLAIMED
WATER LINE (TYP)
8" DIP
WATER LINE (TYP)
ALLEY 1
(25' ACCESS EASEMENT)
DEER CROFT DRIVE
(51' PUBLIC ROW)
LE
L
A
N
D

C
R
E
S
T

D
R
I
V
E
(8
2
'

P
U
B
L
I
C

R
O
W
)
20' PDE
20' PDE
RETAINING WALL #7
WITH SAFETY RAILINGS
GO
O
S
E

N
E
S
T

C
O
V
E
(5
5
'

P
U
B
L
I
C

R
O
W
)
10' RETAINING WALL
EASEMENT
10' RETAINING
WALL EASEMENT
RETAINING WALL #12
WITH SAFETY RAILS
20' PDE
VWDE
8" GV
6" GV
20' DE
20' PDE
45° BEND
100YR BACKWATER EASEMENT
60135
CO
60136
CO
60137
CO
60138
CO
60139
CO60140
CO
60141
CO
60142
CO60143
CO
60144
CO
60145
CO
60146
CO60147
CO
60148
CO
60149
CO
60150
CO
60151
CO
96001
CO
96002
CO
96005
CO
96007
CO
96008
CO
96011
CO
96012
CO
96015
CO 96016
CO
96019
CO
96020
CO
96023
CO
96024
CO
96027
CO
96028
CO
96031
CO
96032
CO
96035
CO
96036
CO
96039
CO
96040
CO
96043
CO
96045
CO
96046
CO
96049
CO
96050
CO
96053
CO
96054
CO
96057
CO
96058
CO96061
CO
96062
CO
96065
CO
96066
CO
96073
CO
S
97020
MH339 S
97023
MH337
96068
WV
H Y D
96070
FH
96071
WV
H Y D
96126
FH
61000
WM
61001
WM
61002
WM
61003
WM
61004
WM
61005
WM 39061006
WM 391
61007
WM 392
61008
WM 393
61009
WM 395
61010
WM 396
61011
WM 397
61012
WM 398
61013
WM 397
61014
WM 39861015
WM401
61016
WM402
96000
WM
96003
WM
96004
WM
96006
WM
96009
WM
96010
WM
96013
WM
96014
WM
96017
WM
96018
WM
96021
WM
96022
WM
96025
WM
96026
WM
96029
WM
96030
WM
96033
WM
96034
WM
96037
WM
96038
WM
96041
WM
96042
WM
96044
WM
96047
WM
96048
WM
96051
WM
96052
WM
96055
WM
96056
WM96059
WM
96060
WM
96063
WM
96064
WM
96067
WM
96072
WM
180°'
WATER METER POINT TABLE
POINT #
61000
61001
61002
61003
61004
96000
96003
96004
96006
96009
96010
96013
96014
96017
96018
96021
96022
96025
96026
96029
96030
96033
96034
96037
96038
96041
DESCRIPTION
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
NORTHING
704313.5609
704313.7635
704313.1362
704312.5853
704312.6561
704528.8408
704528.7464
704529.0445
704527.8404
704527.7193
704526.5950
704524.9738
704524.3040
704523.8393
704523.2421
704522.6318
704521.4271
704522.0475
704520.3663
704519.4006
704519.0097
704519.3369
704519.2269
704572.4786
704573.5775
704574.6326
EASTING
2036035.7018
2036019.9420
2036001.2843
2035981.8580
2035963.4613
2035669.6331
2035690.3489
2035709.2781
2035727.1853
2035746.0611
2035771.7203
2035818.1676
2035835.3487
2035854.4752
2035872.5565
2035891.6510
2035909.4129
2035957.7579
2035972.4972
2035992.5374
2036011.8425
2036029.8151
2036047.8748
2036047.3889
2036026.9946
2036007.5498
WATER METER POINT TABLE
POINT #
96042
96044
96047
96048
96051
96052
96055
96056
96059
96060
96063
96064
96067
96072
61005
61006
61007
61008
61009
61010
61011
61013
61012
61014
61015
61016
DESCRIPTION
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM 390
WM 391
WM 392
WM 393
WM 395
WM 396
WM 397
WM 397
WM 398
WM 398
WM401
WM402
NORTHING
704574.3604
704575.3532
704576.8638
704576.9800
704578.4170
704578.9848
704578.9353
704579.4037
704580.8720
704581.9161
704581.9719
704582.6994
704584.4162
704311.9245
704312.5643
704312.2424
704312.0084
704311.9712
704312.8212
704313.4991
704314.5689
704316.3850
704315.5436
704315.8868
704317.4321
704317.5616
EASTING
2035984.8934
2035963.8085
2035927.2824
2035906.8111
2035865.3210
2035845.8771
2035822.0065
2035793.5182
2035767.4229
2035735.8774
2035717.1784
2035695.4395
2035673.8393
2035844.8626
2035927.2855
2035904.2064
2035881.3064
2035849.0272
2035824.2456
2035789.9790
2035764.1919
2035722.9377
2035741.7272
2035704.6554
2035685.2562
2035661.2181
CLEAN OUT POINT TABLE
POINT #
60135
60136
60137
60138
60139
60140
60141
60142
60143
60144
60145
60146
60147
60148
60149
60150
60151
96001
96002
96005
96007
96008
96011
96012
96015
96016
DESCRIPTION
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
NORTHING
704313.0103
704312.6826
704312.4302
704311.8300
704312.1299
704311.5000
704311.9032
704311.3738
704310.9651
704312.2450
704313.1735
704314.0521
704315.0175
704314.9437
704315.5341
704316.4678
704316.4192
704530.6010
704529.0158
704529.1872
704528.0401
704527.5688
704525.8925
704525.9280
704525.3394
704524.8978
EASTING
2036038.2947
2036023.0405
2036004.7305
2035984.6722
2035966.5217
2035929.6033
2035907.0101
2035884.3481
2035865.7202
2035827.6313
2035793.4839
2035767.3605
2035744.8311
2035726.4623
2035707.3905
2035688.7917
2035663.9300
2035675.0728
2035693.3049
2035711.8232
2035730.5084
2035749.0724
2035774.5440
2035819.9729
2035838.1868
2035856.9319
CLEAN OUT POINT TABLE
POINT #
96019
96020
96023
96024
96027
96028
96031
96032
96035
96036
96039
96040
96043
96045
96046
96049
96050
96053
96054
96057
96058
96061
96062
96065
96066
96073
DESCRIPTION
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
NORTHING
704523.7277
704523.2882
704522.6277
704522.1836
704521.4892
704520.8472
704520.1032
704519.5893
704519.1362
704572.2604
704573.0604
704573.6619
704574.3921
704574.9947
704575.8044
704576.3759
704577.6494
704578.1734
704578.8461
704579.8592
704580.7025
704581.1711
704581.6351
704582.4150
704583.8473
704311.3044
EASTING
2035875.1605
2035894.2239
2035912.2667
2035959.8907
2035974.8176
2035996.0761
2036014.4246
2036032.1643
2036050.8861
2036049.3024
2036029.8990
2036009.4329
2035987.0404
2035966.4995
2035930.5738
2035909.7874
2035868.5485
2035841.7850
2035824.6129
2035796.0159
2035770.7775
2035738.5647
2035719.8958
2035698.4873
2035677.4094
2035846.2313
WATER STRUCTURE POINT TABLE
POINT #
81009
96070
96126
81007
81006
81008
96068
96071
DESCRIPTION
BO
FH
FH
RBO
RWV
WV
WV
WV
NORTHING
704572.7133
704567.4559
704540.3644
704557.0417
704556.4586
704572.0619
704563.7619
704560.9839
EASTING
2035565.8891
2035882.5552
2035662.4690
2035563.9646
2035566.6482
2035568.7501
2035664.7793
2035882.9593
SANITARY SEWER MH POINT TABLE
POINT #
97023
97020
DESCRIPTION
MH337
MH339
NORTHING
704550.6550
704557.2603
EASTING
2035949.1612
2035674.9861
Revisions
K:
\
1
9
\
1
9
-
0
3
7
0
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1
9
0
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A
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-

SM
I
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A
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I
S
O
N
Sheet No.
Designer
Drawn By
Date
Job No.
Wi
t
h
e
r
s
R
a
v
e
n
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l
11
5

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9
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4
6
9
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[ S
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E
C
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D

D
R
A
W
I
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G
S
CA
R
O
L
I
N
A

S
P
R
I
N
G
S
P
H
A
S
E

1

S
E
C
T
I
O
N

5
HO
L
L
Y

S
P
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I
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G
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,

N
O
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T
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C
A
R
O
L
I
N
A
02190372.20
02/27/2024
WR
WR
UT
I
L
I
T
Y

P
L
A
N
C3.4
GRAPHIC SCALE
1 inch = 30 ft.
30 0 15 30 60
SEE SHEET C3.3 FOR CONTINUATION
SE
E

S
H
E
E
T

C
3
.
5

F
O
R

C
O
N
T
I
N
U
A
T
I
O
N
EASEMENT ABBREVIATION LEGENDEASEMENT ABBREVIATION LEGEND
UTILITY ABBREVIATION LEGEND
FHA FIRE HYDRANT ASSEMBLY
BOA BLOWOFF ASSEMBLY
GV GATE VALVE
RED REDUCER
DE DRAINAGE EASEMENT (PUBLIC)
GE GREENWAY EASEMENT (PUBLIC)
PDE PRIVATE DRAINAGE EASEMENT
PGE PRIVATE GREENWAY EASEMENT
PUE PUBLIC UTILITY EASEMENT
SCMMAE SCM MAINTENANCE AND ACCESS EASEMENT
SDTE SIGHT DISTANCE EASEMENT
STE STREET TREE EASEMENT
VWDE VARIABLE WIDTH DRAINAGE EASEMENT (PUBLIC)
LE LANDSCAPE EASEMENT
I certify that these as-builts are accurate and that each of the items listed on the Town’s “As-Built
Checklist” as contained in the Town of Holly Springs Engineering Design and Construction
Standards is provided on this set of as-built drawings (8 total sheets in this set). I certify that
all of the information provided is field-verified as-built information.
(Seal) ________________________________ ___________________
Signature Registered Land Surveyor Date
(Seal) ________________________________ ___________________
Signature by Professional Engineer Date
_____________________________________ ______________
Acceptance by Construction Inspector Date
N O R T H C A RO
L
I
N
A
C
U
R
TIS M . B L A Z I E R
PR O F E SSIO
N
A
L
E
NGI N E E R
SEAL
033840
N O R T H C A RO
L
I
N
A
B
E
N
J A
MIN E . D A Y T ON
PR O F E SSIO
N
A
L
L
A
N
D
SU R V E Y O
R
SEAL
L-4390
RECORD DRAWING NOTES:
1.THIS RECORD DRAWING SET OF PLANS IS BASED ON FIELD SURVEY PREPARED BY
WITHERSRAVENEL. INFORMATION SHOWN HEREON IS COMPRISED OF EXISTING AND
PROPOSED CONDITIONS AS ORIGINALLY APPROVED BY THE TOWN OF HOLLY SPRINGS UNLESS
OTHERWISE NOTED.
2.THE SANITARY SEWER AND STORM SEWER ASSOCIATED WITH CAROLINA SPRINGS PHASE 1,
SECTION 5 HAVE BEEN PHYSICALLY SURVEYED AND THIS PLAN REPRESENTS, TO THE BEST OF
OUR KNOWLEDGE, THE HORIZONTAL AND VERTICAL LOCATIONS OF THESE UTILITIES.
3.THE WATERLINE INFORMATION SHOWN ON THESE PLANS IS FROM PERIODIC INSPECTIONS
CONDUCTED THROUGHOUT THE CONSTRUCTION PHASE OF THE PROJECT. WITHERSRAVENEL
MAKES NO GUARANTEE OF THE SURVEYED ACCURACY OF THE WATERLINE SHOWN.
4.WITHERSRAVENEL IS NOT HELD RESPONSIBLE FOR INACCURACIES IN PLANS DUE TO SKETCHES
OR OTHER INFORMATION RECEIVED FROM CONTRACTOR(S) THAT DO NOT ACCURATELY
REFLECT FINISHED CONSTRUCTION FIELD CONDITIONS.
5. IN STREETS AND UTILITIES LOCATED IN THE TRIASSIC BASIN AS SHOWN IN TOHS DETAIL HS356
(WHERE TRIASSIC SOILS ON COMPRESSIBLE MINIATURE TRIASSIC SEDIMENTARY ROCK-LIKE MATERIAL
EXISTS) THERE WILL BE CERTAIN SPECIAL CRITERIA REQUIRED FOR ROADWAY CONSTRUCTION.
THE FOLLOWING MINIMUMS WILL BE REQUIRED OF DEVELOPERS:
1.PRE-QUALIFIED GEO-TECHNICAL FIRM APPROVED BY THE TOWN MUST BE ON SITE FULL TIME
WHILE THE UTILITIES AND ROADWAYS ARE BEING CONSTRUCTED.
2.DOCUMENTATION OF MOISTURE CONTENT, COMPACTION, DENSITY, GEOGRID DESIGN CRITERIA,
ETC. MUST BE PROVIDED TO TOWN INSPECTOR.
3.ALL ROADWAYS WILL HAVE TO BE PROOF-ROLLED AT BOTH SUB GRADE AND STONE GRADE BY
TOWN INSPECTOR AS WELL.
4.THE STANDARD ROADWAY CROSS-SECTION WILL BE WOVEN GEO-FABRIC DESIGN CRITERIA HP 270
OR EQUAL ON ENTIRE ROAD (AND MUST BE APPROVED BY THE TOWN OF HOLLY SPRINGS), 7” ABC
STONE, WITH ASPHALT COMPLETED IN STAGED CONSTRUCTION OF 2.5” I-19 ASPHALT AND 1.5”
S9.5C IN STAGE ONE AND 1.5” S9.5C FINAL OVERLAY INITIAL ONE-YEAR WARRANTY WITH AN
ADDITIONAL YEAR EXTENSION STARTING AFTER FINAL OVERLAY SHALL BE REQUIRED FOR
ROADWAYS. FOR THE EXTENDED WARRANTY PERIOD, IT WILL BE REQUIRED TO POST A BOND, LOC,
OR CASH FOR 50% OF ACTUAL COST OF ROADWAY (STORM DRAINAGE, CURB & GUTTER,
SIDEWALK AND PAVEMENT).
5.WHERE MANHOLES ARE LOCATED IN STREETS IT WILL BE REQUIRED TO HAVE SUITABLE OFF-SITE
STRUCTURAL MATERIAL OR ABC STONE TO BACKFILL AROUND EXCAVATION OF MANHOLES UP TO
SUBGRADE.
6.AN ADDITIONAL FOOT OF STONE WILL BE REQUIRED 10' EITHER SIDE OF MANHOLE FOR ENTIRE
WIDTH OF ROADWAY.
ADDITIONAL MEASURES MAY BE DEEMED NECESSARY BY THE TOWN PENDING SEVERITY OF THE SOILS.
THE PAVEMENT THICKNESS OF ANY STREET SHALL, AT A MINIMUM, EQUAL THE DESIGN SHOWN IN THE
STANDARD DETAILS SECTION OF THESE STANDARDS FOR THE VARIOUS STREET WIDTHS.
APPROVED PAVEMENT DESIGN METHODS INCLUDE THOSE AS PROPOSED BY NCDOT, THE 1986 AASHTO
GUIDELINES AND THE 1981 ASPHALT INSTITUTE MS 1 DOCUMENT.
THE AASHTO METHOD WILL REQUIRE USE OF A TERMINAL SERVICEABILITY INDEX OF 2.0 FOR
COLLECTORS AND 2.5 FOR THOROUGHFARES, SO = 0.49 FOR FLEXIBLE PAVEMENT AND SO = 0.39 FOR
RIGID PAVEMENTS, AND A RELIABILITY OF 98% FOR THOROUGHFARES AND A RELIABILITY OF 95% FOR
COLLECTORS.
ALL STREETS MAINTAINED BY THE NCDOT MUST RECEIVE APPROVAL OF THE PAVEMENT DESIGN FROM
NCDOT PRIOR TO THE BEGINNING OF CONSTRUCTION. NORMAL CROWN FOR THE PAVEMENT SECTION
SHALL BE ¼”/FOOT, EXCEPT AS APPROVED FOR SUPERELEVATED CROSS[1]SECTIONS
NOT PART OF
THIS PHASE
NOT PART OF
THIS PHASE
DocuSign Envelope ID: 2313E646-AC80-4EF6-AF5C-009F44DE0963
3/6/2024
3/6/2024
W W W W W W W W W W W W W
R R R R R R R R R R R
W W W W W W W W W W W W W W WRRRR
R
R R R
R R R R R R R R R R R R R R R R R R R
R
R
R
R
W W W W W W W W
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R R R R R R R R R R R R R R R R R R R R R R
W
R
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
WWWWWWWWWW
W
W
W
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R R R R R R R R R R R R R
W
W
R R R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
239
240
241
242
128123117
184
188 187189
238
204
190
375
357
383 382
373
379
361
193
262
194
263
195
264
196
251
259
267
191
252
260 268 269
198
254
270
202
255 256
422425426423424
231
215
230
214
229
221
213
101
228
220
212
100
227
219
211
99
218
210
98
217
97
232
224
216
223
378 377
358
404 405 406 407 408 410 411 412 413 414 419418417416
92
93
94
95
102
103
104
105
106
107
108
109
111
112
113
114
110
387
421
384
363
271
245 247 248 249
258
203
197 192
186
185
144
142
141
140
139
138137136135134132133130129127126125124119118116
96
226
415 420
143
120 121 122
131
250 253
246
225
222
390392393395396
OPEN SPACE
243
244
201 200 199
257 261 265 266
409
385389
394
401 400 399 398
381 380 376 374 372 371 370 369 368 367 366 365 364 362
360
359
115
206208207 205209
397402
391 388 386
403
430 427428429431435432433434436
SS
SS
SSSSSSSSSSSS
SS
S
S
SS
SS
SSSS CAROLINA SPRINGS BOULEVARD
(82' PUBLIC ROW)
ALLEY 1
(25' ACCESS EASEMENT)
NA
H
U
N
T
A

R
O
A
D
(55
'

P
U
B
L
I
C

R
O
W
)
ALL
E
Y

4
(25
'

A
C
C
E
S
S

E
A
S
E
M
E
N
T
)
(2
5
'

A
C
C
E
S
S

E
A
S
E
M
E
N
T
)
AL
L
E
Y

2
(2
5
'

A
C
C
E
S
S

E
A
S
E
M
E
N
T
)
(55' PUBLIC ROW)
DEERCROFT DRIVE
(55' PUBLIC ROW)
RE
D

B
R
U
S
H

W
A
Y
(5
1
'

P
U
B
L
I
C

R
O
W
)
CAROLINA SPRINGS BOULEVARD
(55' PUBLIC ROW)
NA
H
U
N
T
A

R
O
A
D
(5
5
'

P
U
B
L
I
C

R
O
W
)
AL
L
E
Y

4
(2
5
'

A
C
C
E
S
S

E
A
S
E
M
E
N
T
)
ALLEY 1
(25' ACCESS EASEMENT)
ALLEY 3
(25' ACCESS EASEMENT)
10'x8'
R
C
B
C
ALLEY 10
(25' ACCESS EASEMENT)
RISER 8
FES 8
SSSSSSSS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SSSSSSSS
SSSSSSSS
SS
SS
SS SS SS SS SS
SSSSSS
SS SS
SS
SS
SS
SS
ECB
ECB
ECB
ECB
ECB
ECB
ECB
ECB
ECB
ECB
ECB
ECB
ECB
ECB
ECB
ECB
ECB
ECB
ECB
ECB
ECB
ECB
ECB
ECB
ECB
ECB
ECC
ECC
ECB
ECB
ECB
ECB
ECB
ECB
ECB
ECB
ECB
ECB
ECB
ECB
ECB
ECB
ECB
ECB
ECB
ECB
ECB
ECB
ECB
ECB
ECB
ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB
ECB
ECB
ECB
ECB
ECB
ECB
ECB
ECB
ECBECBECBECBECBECBECBECBECBECBECBECBECBECBECBECBECBECBECBECBECBECB
ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB
ECB
ECB
ECB
ECB
ECB
ECB
ECBECBECBECBECBECBECBECBECBECBECBECBECBECBECBECBECBECBECB
ECBECBECBECBECBECBECBECBECBECBECB
ECBECBECBECBECB
ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB
ECAECAECAECAECAECAECAECAECAECAECA
ECB
ECB
ECAECAECAECAECAECAECA
ECB
EXISTING CLOGGED PIPE TO BE PUMPED
WITH FLOWABLE FILL AND ABANDONED
POND BUFFER
ECB
ECB
ECB
SWALE 10; SEE
NOTE ON LEFT SWALE 10; SEE
NOTE ON LEFT
ECB
ECB
RE
D

B
R
U
S
H

W
A
Y
(2
5
'

A
C
C
E
S
S

E
A
S
E
M
E
N
T
)
DEERCROFT DRIVE
(55' PUBLIC ROW)
CB - 1218
RIM: 311.70'
INV. IN: 306.83' (CB - 1201)
INV. IN: 306.67' (CB - 1219)
INV. OUT: 305.99' (CB - 1206A)
LE
L
A
N
D

C
R
E
S
T

D
R
I
V
E
(82
'

P
U
B
L
I
C

R
O
W
)
CB - 1204
RIM: 310.67'
INV. IN: 301.79' (CB - 1230)
INV. IN: 301.62' (DI - 1250)
INV. OUT: 301.47' (CB - 1202)
96110
CB1225
96111
CB1252
96112
CB1224A
96113
CB1229
96114
CB1227
96115
CB122496116
DI1230
96117
DI1299
96118
DI1299A
96119
JB2055
96120
DI1297
96121
YI2056
99372
CB1230
99373
CB1226
99374
JB2053
99375
CB1203
99376
DI1250
99377
CB1244
99378
CB1219A
99379
CB1219
99380
DI129899381
JB2054
GO
O
S
E

N
E
S
T

C
O
V
E
(5
5
'

P
U
B
L
I
C

R
O
W
)
CB - 1226
RIM: 311.75'
INV. OUT: 306.92' (CB - 1230)
CB - 1224A
RIM: 311.47'
INV. IN: 308.37' (CB - 1252)
INV. IN: 302.62' (CB - 1229)
INV. OUT: 302.56' (DI - 1250)
CB - 1225
RIM: 312.76'
INV. OUT: 309.66' (CB - 1252)CB - 1224
RIM: 311.66'
INV. OUT: 308.56' (CB - 1227)
CB - 1219
RIM: 312.37'
INV. IN: 308.67' (CB - 1244)
INV. OUT: 308.44' (CB - 1218)
CB - 1219A
RIM: 315.26'
INV. IN: 311.00' (CB 1203)
INV. OUT: 310.86' (CB - 1244)
JB - 2053
RIM: 314.57'
INV. IN: 299.77' (JB - 2054)
INV. OUT: 299.61' (JB - 2052)
JB - 2054
RIM: 314.38'
INV. IN: 300.37' (JB - 2055)
INV. OUT: 300.22' (JB - 2053)
JB - 2055
RIM: 313.17'
INV. IN: 301.94' (YI - 2056)
INV. OUT: 301.76' (JB - 2054)
YI - 2056
RIM: 310.88'
INV. OUT: 302.98' (JB - 2055)
DI - 1230
RIM: 311.13'
INV. IN: 303.88' (DI - 1299)
INV. OUT: 303.72' (CB - 1227)
CB - 1252
RIM: 312.52'
INV. IN: 309.42' (CB - 1225)
INV. OUT: 309.29' (CB - 1224A)
DI - 1250
RIM: 310.52'
INV. IN: 301.98' (CB - 1224A)
INV. OUT: 301.86' (CB - 1204)
CB - 1227
RIM: 311.58'
INV. IN: 308.48' (CB - 1224)
INV. IN: 303.32' (DI - 1230)
INV. OUT: 303.17' (CB - 1229)
CB - 1229
RIM: 312.05'
INV. IN: 302.95' (CB - 1227)
INV. OUT: 302.81' (CB - 1224A)
DI - 1299
RIM: 311.32'
INV. IN: 306.52' (DI - 1299A)
INV. IN: 306.40' (DI - 1298)
INV. OUT: 306.27' (DI - 1230)
DI - 1299A
RIM: 311.19'
INV. IN: 306.83' (DI - 1297)
INV. OUT: 306.68' (DI - 1299)DI - 1298
RIM: 313.61'
INV. OUT: 308.87' (DI - 1299)
DI - 1297
RIM: 312.98'
INV. OUT: 310.18' (DI - 1299A)
CB - 1244
RIM: 313.45'
INV. IN: 309.61' (CB - 1219A)
INV. OUT: 309.45' (CB - 1219)
64.41 LF
18" RCP
@ 2.75%
79.52 LF
15" RCP
@ 0.98%
63.00 LF
15" RCP
@ 1.98%
41.44 LF
15" RCP
@ 0.84%
JB - 2052
RIM: 312.99'
INV. IN: 299.29' (JB - 2053)
INV. OUT: 299.15' (JB - 2051)
61.82 LF
30" RCP
@ 0.52%
31.30 LF
24" RCP
@ 0.77%
95.26 LF
24" RCP
@ 0.61%
16.95 LF
24" RCP
@ 1.12%
123.84 LF
15" RCP
@ 0.74%
27.29 LF
15" RCP
@ 0.88%27.03 LF
24" RCP
@ 0.81%
19.62 LF
18" RCP
@ 2.04%
104.01 LF
18" RCP
@ 2.30%
30.93 LF
30" RCP
@ 3.36%
135.43 LF
15" RCP
@ 2.47%
259.57 LF
30" RCP
@ 0.54%
136.93 LF
18" RCP
@ 1.80%
84.83 LF
30" RCP
@ 0.53%
CB - 1230
RIM: 310.58'
INV. IN: 305.38' (CB - 1226)
INV. OUT: 301.88' (CB - 1204)
133.00 LF
15" RCP
@ 1.16%
CB 1203
RIM: 314.45'
INV. OUT: 311.35' (CB - 1219A)
STORM STRUCTURE POINT TABLE
POINT #
99375
99379
99378
96115
96112
96110
99373
96114
96113
99372
99377
96111
96116
99376
96120
99380
96117
96118
99374
99381
96119
96121
DESCRIPTION
CB1203
CB1219
CB1219A
CB1224
CB1224A
CB1225
CB1226
CB1227
CB1229
CB1230
CB1244
CB1252
DI1230
DI1250
DI1297
DI1298
DI1299
DI1299A
JB2053
JB2054
JB2055
YI2056
NORTHING
704575.6825
704417.5866
704550.9614
704566.7499
704539.4611
704563.1895
704411.5681
704566.8824
704539.9344
704415.2661
704497.0756
704535.9129
704586.5006
704444.2363
704686.1099
704694.7218
704690.4824
704690.3415
704600.0636
704684.8649
704677.0206
704707.9479
EASTING
2035603.2530
2035600.3288
2035569.9884
2035786.0146
2035795.9762
2035920.7194
2035920.9792
2035781.1761
2035779.0310
2035788.0275
2035602.6315
2035919.7656
2035781.5249
2035793.8562
2035923.7331
2035646.9366
2035783.7977
2035788.3694
2035627.7455
2035629.9336
2035889.3855
2035889.0687
Revisions
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Sheet No.
Designer
Drawn By
Date
Job No.
Wi
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5

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02190372.20
02/27/2024
WR
WR
1 inch = 50 ft.
50
GRAPHIC SCALE
0 25 50 100
ST
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C4.3SEE SHEET C4.2 FOR CONTINUATION
SE
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4

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EASEMENT ABBREVIATION LEGEND
DE DRAINAGE EASEMENT (PUBLIC)
GE GREENWAY EASEMENT (PUBLIC)
PDE PRIVATE DRAINAGE EASEMENT
PGE PRIVATE GREENWAY EASEMENT
PUE PUBLIC UTILITY EASEMENT
SCMMAE SCM MAINTENANCE AND ACCESS EASEMENT
SDTE SIGHT DISTANCE EASEMENT
STE STREET TREE EASEMENT
VWDE VARIABLE WIDTH DRAINAGE EASEMENT (PUBLIC)
LEGEND:
EXISTING WETLAND
TREE PRESERVATION AREA
30' TYPE B LANDSCAPE SCREEN - B-40
30' TYPE B LANDSCAPE SCREEN - B-75
30' TYPE B LANDSCAPE SCREEN - B-225
GRADING SPOT ELEVATION ABBREVIATION LEGEND
TC TOP OF CURB
GFE GARAGE FLOOR ELEVATION
TW TOP OF WALL
BW BOTTOM OF WALL
ECA DRAINAGE DIRECTED TOWARD FRONT OF BUILDING
ECB DRAINAGE DIRECTED TOWARD FRONT AND REAR OF BUILDING
ECC DRAINAGE DIRECTED TOWARD REAR OF BUILDING
SPILL CURB
(TYP.)
SPILL CURB
(TYP.)
SPILL CURB
(TYP.)
SPILL CURB
(TYP.)
SPILL CURB
(TYP.)
SPILL CURB
(TYP.)
1
1
1
I certify that these as-builts are accurate and that each of the items listed on the Town’s “As-Built
Checklist” as contained in the Town of Holly Springs Engineering Design and Construction
Standards is provided on this set of as-built drawings (8 total sheets in this set). I certify that
all of the information provided is field-verified as-built information.
(Seal) ________________________________ ___________________
Signature Registered Land Surveyor Date
(Seal) ________________________________ ___________________
Signature by Professional Engineer Date
_____________________________________ ______________
Acceptance by Construction Inspector Date
N O R T H C A RO
LI
N
A
C
U
R
TIS M . B L A Z IE R
PR O F E S SIO
N
A
L
E
NGI N E E R
SEAL
033840
N O R T H C A RO
L
I
N
A
B
E
N
J
A
MIN E . D A Y T ON
PR O F E SSIO
N
A
L
L
A
N
D
SU R V E Y O
R
SEAL
L-4390
RECORD DRAWING NOTES:
1.THIS RECORD DRAWING SET OF PLANS IS BASED ON FIELD SURVEY PREPARED BY
WITHERSRAVENEL. INFORMATION SHOWN HEREON IS COMPRISED OF EXISTING AND
PROPOSED CONDITIONS AS ORIGINALLY APPROVED BY THE TOWN OF HOLLY SPRINGS UNLESS
OTHERWISE NOTED.
2.THE SANITARY SEWER AND STORM SEWER ASSOCIATED WITH CAROLINA SPRINGS PHASE 1,
SECTION 5 HAVE BEEN PHYSICALLY SURVEYED AND THIS PLAN REPRESENTS, TO THE BEST OF
OUR KNOWLEDGE, THE HORIZONTAL AND VERTICAL LOCATIONS OF THESE UTILITIES.
3.THE WATERLINE INFORMATION SHOWN ON THESE PLANS IS FROM PERIODIC INSPECTIONS
CONDUCTED THROUGHOUT THE CONSTRUCTION PHASE OF THE PROJECT. WITHERSRAVENEL
MAKES NO GUARANTEE OF THE SURVEYED ACCURACY OF THE WATERLINE SHOWN.
4.WITHERSRAVENEL IS NOT HELD RESPONSIBLE FOR INACCURACIES IN PLANS DUE TO SKETCHES
OR OTHER INFORMATION RECEIVED FROM CONTRACTOR(S) THAT DO NOT ACCURATELY
REFLECT FINISHED CONSTRUCTION FIELD CONDITIONS.
5. IN STREETS AND UTILITIES LOCATED IN THE TRIASSIC BASIN AS SHOWN IN TOHS DETAIL HS356
(WHERE TRIASSIC SOILS ON COMPRESSIBLE MINIATURE TRIASSIC SEDIMENTARY ROCK-LIKE MATERIAL
EXISTS) THERE WILL BE CERTAIN SPECIAL CRITERIA REQUIRED FOR ROADWAY CONSTRUCTION.
THE FOLLOWING MINIMUMS WILL BE REQUIRED OF DEVELOPERS:
1.PRE-QUALIFIED GEO-TECHNICAL FIRM APPROVED BY THE TOWN MUST BE ON SITE FULL TIME
WHILE THE UTILITIES AND ROADWAYS ARE BEING CONSTRUCTED.
2.DOCUMENTATION OF MOISTURE CONTENT, COMPACTION, DENSITY, GEOGRID DESIGN CRITERIA,
ETC. MUST BE PROVIDED TO TOWN INSPECTOR.
3.ALL ROADWAYS WILL HAVE TO BE PROOF-ROLLED AT BOTH SUB GRADE AND STONE GRADE BY
TOWN INSPECTOR AS WELL.
4.THE STANDARD ROADWAY CROSS-SECTION WILL BE WOVEN GEO-FABRIC DESIGN CRITERIA HP 270
OR EQUAL ON ENTIRE ROAD (AND MUST BE APPROVED BY THE TOWN OF HOLLY SPRINGS), 7” ABC
STONE, WITH ASPHALT COMPLETED IN STAGED CONSTRUCTION OF 2.5” I-19 ASPHALT AND 1.5”
S9.5C IN STAGE ONE AND 1.5” S9.5C FINAL OVERLAY INITIAL ONE-YEAR WARRANTY WITH AN
ADDITIONAL YEAR EXTENSION STARTING AFTER FINAL OVERLAY SHALL BE REQUIRED FOR
ROADWAYS. FOR THE EXTENDED WARRANTY PERIOD, IT WILL BE REQUIRED TO POST A BOND, LOC,
OR CASH FOR 50% OF ACTUAL COST OF ROADWAY (STORM DRAINAGE, CURB & GUTTER,
SIDEWALK AND PAVEMENT).
5.WHERE MANHOLES ARE LOCATED IN STREETS IT WILL BE REQUIRED TO HAVE SUITABLE OFF-SITE
STRUCTURAL MATERIAL OR ABC STONE TO BACKFILL AROUND EXCAVATION OF MANHOLES UP TO
SUBGRADE.
6.AN ADDITIONAL FOOT OF STONE WILL BE REQUIRED 10' EITHER SIDE OF MANHOLE FOR ENTIRE
WIDTH OF ROADWAY.
ADDITIONAL MEASURES MAY BE DEEMED NECESSARY BY THE TOWN PENDING SEVERITY OF THE SOILS.
THE PAVEMENT THICKNESS OF ANY STREET SHALL, AT A MINIMUM, EQUAL THE DESIGN SHOWN IN THE
STANDARD DETAILS SECTION OF THESE STANDARDS FOR THE VARIOUS STREET WIDTHS.
APPROVED PAVEMENT DESIGN METHODS INCLUDE THOSE AS PROPOSED BY NCDOT, THE 1986 AASHTO
GUIDELINES AND THE 1981 ASPHALT INSTITUTE MS 1 DOCUMENT.
THE AASHTO METHOD WILL REQUIRE USE OF A TERMINAL SERVICEABILITY INDEX OF 2.0 FOR
COLLECTORS AND 2.5 FOR THOROUGHFARES, SO = 0.49 FOR FLEXIBLE PAVEMENT AND SO = 0.39 FOR
RIGID PAVEMENTS, AND A RELIABILITY OF 98% FOR THOROUGHFARES AND A RELIABILITY OF 95% FOR
COLLECTORS.
ALL STREETS MAINTAINED BY THE NCDOT MUST RECEIVE APPROVAL OF THE PAVEMENT DESIGN FROM
NCDOT PRIOR TO THE BEGINNING OF CONSTRUCTION. NORMAL CROWN FOR THE PAVEMENT SECTION
SHALL BE ¼”/FOOT, EXCEPT AS APPROVED FOR SUPERELEVATED CROSS[1]SECTIONS
NOT PART OF
THIS PHASE
NOT PART OF
THIS PHASE
NOT PART OF
THIS PHASE
DocuSign Envelope ID: 2313E646-AC80-4EF6-AF5C-009F44DE0963
3/6/2024
3/6/2024
STREET D
290
295
300
305
310
315
320
325
330
335
340
290
295
300
305
310
315
320
325
330
335
340
2.09%
-2.08%2.07%
1.15%
-2.00%
LVC: 100.00'
AD: 3.15
K: 31.7
PVI EL: 311.20'
PVI STA: 12+10.05
LOW PT EL: 311.56'
LOW PT STA: 12+23.55
ST
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24" RCP
30" RCP
1.5' MIN.
EXISTING GRADE
8"x8" CROSS WITH
(4) 8" GATE VALVES
6"x6" CROSS WITH
(4) 6" GATE VALVES
PROPOSED GRADE
FIRE HYDRANT
ASSEMBLY
TEMPORARY BLOW OFF
ASSEMBLIES FOR PHASING
8" DIP WATER MAIN
6" C900 PVC
RECLAIM
WATERLINE
2' MIN.
±STA. 10+00
BEGIN CONSTRUCTION
SECTIONS 1-5
2' MIN.
2' MIN.
2' MIN.
3.5' SIGHT
ELEV.
VERTICAL SIGHT
DISTANCE ( RT TURN)
REQUIRED =287'
VERTICAL SIGHT
DISTANCE
(RT TURN)
REQUIRED =287'
VERTICAL SIGHT
DISTANCE ( LT TURN)
REQUIRED =331'
3.5' SIGHT
ELEV.
3.5' SIGHT
ELEV.3.5' SIGHT
ELEV.
18" MIN. (8" DIP WATER)
2' MIN. (6" C900 RECLAIM)
FIRE HYDRANT
ASSEMBLY
6" C900 PVC
RECLAIM
WATERLINE
1.5' MIN.
1.5' MIN.
2' MIN.
8" DIP WATER MAIN
ST
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15" RCP
TEMPORARY
6" GV
2" BOA
TEMPORARY
8" GV
2" BOA
273.30 LF 8" PV
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178.87 LF 8" PVC @ 0.50%
328.85 LF 8"

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DEERCROFT DRIVE
CB

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PIN: 0730644708
T
T
T
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T
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375383382379
251 252 254 255
422425426423424 378 377
404 405 406 407 408 410 411 412 413 414 419418417416
421 384
245 247 248 249
415 420
250 253246
409
381 380 376 374
403
430 427428429431435432433434436
S
S
SS
SSSSSSSS SS SS SS SS SSSSSSSS
MH 230
MH 336
SS
SS
10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00
DEERCROFT DRIVE
(51' PUBLIC ROW)
GO
O
S
E

N
E
S
T

C
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V
E
(5
5
'

P
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R
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W
)
STREET D
(55' PUBLIC ROW)
LE
L
A
N
D

C
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S
T

D
R
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E
(8
2
'

P
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W
)
DEERCROFT DRIVE
(51' PUBLIC ROW)
ALLEY 1
(25' ACCESS EASEMENT)ALLEY 1
(25' ACCESS EASEMENT)
W W W W
R R R R R R R R R R R
W W W W W W W W W W W W W W W
R R R R R R R R R R R R
W
W
W
W
R
R
R
R
R
R
R
R
W
W
R R R
MH 229MH 229
MH 230MH 230
MH 337
MH 339
CB - 817
CB - 815
CB - 832 CB - 833
CB - 821
DI - 822
CB - 831
CB - 827
CB - 830
CB - 826
CB - 821
CB - 825
CB - 831
CB - 827
DI - 822
CB - 826
CB - 830
SE
C
T
I
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N

2
SE
C
T
I
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N

5
SE
C
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4
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C
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2
FES-18
JB - 2052
JB - 2053
CB - 1226
CB - 1224A
CB - 1225CB - 1224
CB - 1219A
CB - 1219
DI - 1299
DI - 1230
DI - 1250
CB - 1229
CB - 1227
CB - 1244
FHA (TYP)
PUD BOUNDARY
(1) 2"
BOA
(1) 2"
GV
(1) 2"
BOA
(1) 2"
GV
6" C900 PVC
RECLAIMED
WATER LINE
(TYP)
8" DIP
WATER
LINE (TYP)
RETAINING WALL #12
WITH SAFETY RAILS
JB - 2054
DI - 1298 DI - 1299A
JB - 2055
DI - 1297
YI - 2056
CB - 1252
Revisions
K:
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A
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L
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Sheet No.
Designer
Drawn By
Date
Job No.
Wi
t
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11
5

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I
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A

S
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C
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I
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A
02190372.20
02/27/2024
WR
WR
1 inch = 50 ft.
50
GRAPHIC SCALE
0 25 50 100
SCALE:
1" = 50' HORIZ.
1" = 5' VERT.
DE
E
R
C
R
O
F
T

D
R
I
V
E

P
L
A
N
AN
D

P
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F
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C6.8
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E

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6
.
9

F
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I
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U
A
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I
O
N
NOTES:
1.ALL WATER MAINS SHALL BE INSTALLED WITH A
MINIMUM COVER OF 3 FEET AND MAXIMUM OF 6 FEET
MEASURED FROM THE TOP OF THE PIPE TO THE
FINISHED SUBGRADE OF THE ROADWAY (OR AS
OTHERWISE DIRECTED BY DIRECTOR OF ENGINEERING).
2.SEWER MAINS FROM 14 TO 20 FEET DEEP SHALL
REQUIRE SPECIAL BEDDING IN ACCORDANCE WITH THE
STANDARD DETAILS SECTION OF THESE STANDARDS.
3.SEWER MAINS DEEPER THAN 20' ARE REQUIRED TO BE
DIP, WITH 401 PROTECTANT, AND HAVE 5' MANHOLES.
4.ALL CARRIER WATERLINE PIPE INSIDE CASING TO BE
RESTRAINED JOINT.
5.TEMPORARY BLOW-OFF ASSEMBLIES AND ASSOCIATED
GATE VALVES ARE FOR PHASING PURPOSES ONLY, AND
SHALL BE REMOVED WHEN MAINS ARE EXTENDED INTO
THE NEXT PHASE OF CONSTRUCTION.
I certify that these as-builts are accurate and that each of the items listed on the Town’s “As-Built
Checklist” as contained in the Town of Holly Springs Engineering Design and Construction
Standards is provided on this set of as-built drawings (8 total sheets in this set). I certify that
all of the information provided is field-verified as-built information.
(Seal) ________________________________ ___________________
Signature Registered Land Surveyor Date
(Seal) ________________________________ ___________________
Signature by Professional Engineer Date
_____________________________________ ______________
Acceptance by Construction Inspector Date
N O R T H C A RO
LI
N
A
C
U
R
TIS M . B L A Z I E R
PR O F E SSIO
N
A
L
E
NGI N E E R
SEAL
033840
N O R T H C A RO
LI
N
A
B
E
N
J A
MIN E . D A Y T ON
PR O F E SSIO
N
A
L
L
A
N
D
SU R V E YO
R
SEAL
L-4390
RECORD DRAWING NOTES:
1.THIS RECORD DRAWING SET OF PLANS IS BASED ON FIELD SURVEY PREPARED BY
WITHERSRAVENEL. INFORMATION SHOWN HEREON IS COMPRISED OF EXISTING AND
PROPOSED CONDITIONS AS ORIGINALLY APPROVED BY THE TOWN OF HOLLY SPRINGS UNLESS
OTHERWISE NOTED.
2.THE SANITARY SEWER AND STORM SEWER ASSOCIATED WITH CAROLINA SPRINGS PHASE 1,
SECTION 5 HAVE BEEN PHYSICALLY SURVEYED AND THIS PLAN REPRESENTS, TO THE BEST OF
OUR KNOWLEDGE, THE HORIZONTAL AND VERTICAL LOCATIONS OF THESE UTILITIES.
3.THE WATERLINE INFORMATION SHOWN ON THESE PLANS IS FROM PERIODIC INSPECTIONS
CONDUCTED THROUGHOUT THE CONSTRUCTION PHASE OF THE PROJECT. WITHERSRAVENEL
MAKES NO GUARANTEE OF THE SURVEYED ACCURACY OF THE WATERLINE SHOWN.
4.WITHERSRAVENEL IS NOT HELD RESPONSIBLE FOR INACCURACIES IN PLANS DUE TO SKETCHES
OR OTHER INFORMATION RECEIVED FROM CONTRACTOR(S) THAT DO NOT ACCURATELY
REFLECT FINISHED CONSTRUCTION FIELD CONDITIONS.
5. IN STREETS AND UTILITIES LOCATED IN THE TRIASSIC BASIN AS SHOWN IN TOHS DETAIL HS356
(WHERE TRIASSIC SOILS ON COMPRESSIBLE MINIATURE TRIASSIC SEDIMENTARY ROCK-LIKE MATERIAL
EXISTS) THERE WILL BE CERTAIN SPECIAL CRITERIA REQUIRED FOR ROADWAY CONSTRUCTION.
THE FOLLOWING MINIMUMS WILL BE REQUIRED OF DEVELOPERS:
1.PRE-QUALIFIED GEO-TECHNICAL FIRM APPROVED BY THE TOWN MUST BE ON SITE FULL TIME
WHILE THE UTILITIES AND ROADWAYS ARE BEING CONSTRUCTED.
2.DOCUMENTATION OF MOISTURE CONTENT, COMPACTION, DENSITY, GEOGRID DESIGN CRITERIA,
ETC. MUST BE PROVIDED TO TOWN INSPECTOR.
3.ALL ROADWAYS WILL HAVE TO BE PROOF-ROLLED AT BOTH SUB GRADE AND STONE GRADE BY
TOWN INSPECTOR AS WELL.
4.THE STANDARD ROADWAY CROSS-SECTION WILL BE WOVEN GEO-FABRIC DESIGN CRITERIA HP 270
OR EQUAL ON ENTIRE ROAD (AND MUST BE APPROVED BY THE TOWN OF HOLLY SPRINGS), 7” ABC
STONE, WITH ASPHALT COMPLETED IN STAGED CONSTRUCTION OF 2.5” I-19 ASPHALT AND 1.5”
S9.5C IN STAGE ONE AND 1.5” S9.5C FINAL OVERLAY INITIAL ONE-YEAR WARRANTY WITH AN
ADDITIONAL YEAR EXTENSION STARTING AFTER FINAL OVERLAY SHALL BE REQUIRED FOR
ROADWAYS. FOR THE EXTENDED WARRANTY PERIOD, IT WILL BE REQUIRED TO POST A BOND, LOC,
OR CASH FOR 50% OF ACTUAL COST OF ROADWAY (STORM DRAINAGE, CURB & GUTTER,
SIDEWALK AND PAVEMENT).
5.WHERE MANHOLES ARE LOCATED IN STREETS IT WILL BE REQUIRED TO HAVE SUITABLE OFF-SITE
STRUCTURAL MATERIAL OR ABC STONE TO BACKFILL AROUND EXCAVATION OF MANHOLES UP TO
SUBGRADE.
6.AN ADDITIONAL FOOT OF STONE WILL BE REQUIRED 10' EITHER SIDE OF MANHOLE FOR ENTIRE
WIDTH OF ROADWAY.
ADDITIONAL MEASURES MAY BE DEEMED NECESSARY BY THE TOWN PENDING SEVERITY OF THE SOILS.
THE PAVEMENT THICKNESS OF ANY STREET SHALL, AT A MINIMUM, EQUAL THE DESIGN SHOWN IN THE
STANDARD DETAILS SECTION OF THESE STANDARDS FOR THE VARIOUS STREET WIDTHS.
APPROVED PAVEMENT DESIGN METHODS INCLUDE THOSE AS PROPOSED BY NCDOT, THE 1986 AASHTO
GUIDELINES AND THE 1981 ASPHALT INSTITUTE MS 1 DOCUMENT.
THE AASHTO METHOD WILL REQUIRE USE OF A TERMINAL SERVICEABILITY INDEX OF 2.0 FOR
COLLECTORS AND 2.5 FOR THOROUGHFARES, SO = 0.49 FOR FLEXIBLE PAVEMENT AND SO = 0.39 FOR
RIGID PAVEMENTS, AND A RELIABILITY OF 98% FOR THOROUGHFARES AND A RELIABILITY OF 95% FOR
COLLECTORS.
ALL STREETS MAINTAINED BY THE NCDOT MUST RECEIVE APPROVAL OF THE PAVEMENT DESIGN FROM
NCDOT PRIOR TO THE BEGINNING OF CONSTRUCTION. NORMAL CROWN FOR THE PAVEMENT SECTION
SHALL BE ¼”/FOOT, EXCEPT AS APPROVED FOR SUPERELEVATED CROSS[1]SECTIONS
NOT PART OF
THIS PHASE
NOT PART OF
THIS PHASE
DocuSign Envelope ID: 2313E646-AC80-4EF6-AF5C-009F44DE0963
3/6/2024
3/6/2024
STREET L
290
295
300
305
310
315
320
325
330
335
340
290
295
300
305
310
315
320
325
330
335
340
9+50 10+00
32
1
.
7
8
31
4
.
3
2
10+50
31
8
.
7
8
31
3
.
5
9
11+00
31
6
.
5
9
31
2
.
9
3
11+50
31
4
.
8
2
31
2
.
2
7
12+00
31
0
.
0
9
31
1
.
6
1
12+50
30
3
.
9
3
31
0
.
9
5
13+00
-2.08%
1.70%
-1.32%
ST
A
:

1
2
+
6
8
.
9
8

S
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L

=
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:

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1
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7
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+
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3
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8
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CB

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8
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15" RCP
CB

-

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2
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4
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30" RCP
30" RCP
30" RCP
JB

-

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0
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1
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:

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R
EXISTING GRADEPROPOSED
GRADE
8" DIP
WATER
MAIN
6" C900 PVC RECLAIM
WATERLINE
8" DIP WATER MAIN
6" C900 PVC RECLAIM
WATERLINE
18" RC
P
CB

-

1
2
0
1
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A
:

1
2
+
0
7
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5
8
,

1
2
.
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2
'

L
404
405
406
407
408
410
411
393
395
396
409
394
401
400
399
398
397
402
403
430
428
429
431
435
432
433
434
436
10+00 11+00 12+00 12+68.98
FH
A

(
T
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P
)
(1
)

2
"

B
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A
(1
)

8
"

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(1
)

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"

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(1
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8
"

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WA
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(
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)
SS
SS
SS
SS
SS
SS
BP: 10+00.00
SS
SS
SS
R
R
R
R
R
W
W
W
W
W
W
W
W
W
R
R
R
R
W
W
W
W
W
WW
R
R
R
R
R
R
R
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RRRR
MH 374
MH 227A
MH 339
JB - 2052JB - 2053
JB - 2051
CB - 1206
CB - 1208
CB - 1232A
CB - 1224A
CB - 1224
CB - 1218
CB - 1219A
CB - 1219
FES - 1205
CB - 1206A
DI - 1230
CB - 1204
CB - 1202
CB - 1201
DI - 1250
CB - 1243
CB - 1237
CB - 1241
CB - 1242
CB - 1229
CB - 1227
CB - 1244
CB - 1230
TO
P

O
F

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A
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(1
)

2
"
BO
A
(1
)

2
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(1
)

2
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BO
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(1
)

2
"
GV
RE
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#
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6
"

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A
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(T
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D
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WA
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E

(
T
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P
)
CB 1207
188
187
189
272
273
274
190
357361
278
279
264
280
281
267
275
191
268
276
269
270
358363 356
271
186
277
326
327
328
329
330
331
332
333
317
318
319
320
321
322
323
324
325
265
266
364
362 360 359
10+00 11+00 12+00 13+00 14+00 14+17
PI
:

1
1
+
2
8
.
4
9
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SSSSSS
PC: 21+76.08
W
W
W
W
W
W
W
W
R R R R R R R R
W
W
W
W
W
W
W
R
R
R
R
R
R
R
R
R
R
R
R
R
R
W W W W W
R
R
R
R
R
R
R
R
R
R
R
R
MH 97MH 97
MH 214
MH 224MH 224
MH 96
MH 354(0)
MH 332
MH 334
CB - 969CB - 935
CB - 936
DI - 964
ADS - 966ADS - 967
CB - 961
CB - 960
CB - 937CB - 924
CB - 934
CB - 918
CB - 959CB - 971CB - 944
CB - 925
CB - 946
CB - 917
CB - 927
ADS - 966A
CB - 962
CB - 963
ADS - 965
RE
T
A
I
N
I
N
G

W
A
L
L

#
9
STREET M
285
290
295
300
305
310
315
320
325
330
335
340
285
290
295
300
305
310
315
320
325
330
335
340
9+50 10+00
32
6
.
5
8
31
2
.
5
4
10+50
32
5
.
5
0
31
2
.
8
3
11+00
32
3
.
5
8
31
3
.
3
8
11+50
32
2
.
3
9
31
3
.
3
1
12+00
32
2
.
5
0
31
2
.
1
7
12+50
32
2
.
1
2
31
0
.
5
7
13+00
32
0
.
3
3
30
8
.
9
1
13+50
31
8
.
1
6
30
7
.
7
0
14+00
31
4
.
3
2
30
6
.
6
8
14+50 15+00
2.08%
-2.34%
-2.01%
-3.51
%
-2.05%
2.08%-2.08%
2.08%
1.09%
LVC: 75.00'
AD: 1.46
K: 51.2
PVI EL: 308.60'
PVI STA: 13+05.96
LOW PT EL: 307.83'
LOW PT STA: 13+43.46
ST
A
:

1
2
+
6
8
.
4
6
EL
:

3
0
9
.
9
2
'
ST
A
:

1
3
+
4
3
.
4
6
EL
:

3
0
7
.
8
3
'
LVC: 75.00'
AD: -1.50
K: 50.0
PVI EL: 312.29'
PVI STA: 12+00.95
HIGH PT EL: 313.04'
HIGH PT STA: 11+63.45
ST
A
:

1
1
+
6
3
.
4
5
EL
:

3
1
3
.
0
4
'
ST
A
:

1
2
+
3
8
.
4
5
EL
:

3
1
0
.
9
7
'
PV
I

S
T
A

=

9
+
9
2
.
0
0
EL
E
V

=

3
1
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.
3
7
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A

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6
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0
0
EL
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V

=

3
0
6
.
7
6
'
PV
I

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A

=

1
1
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6
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4
9
EL
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V

=

3
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1
4
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0
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EL
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EL
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1
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.
5
4
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PV
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EL
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.
7
7
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PV
I

S
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A

=

1
1
+
1
9
.
9
6
EL
E
V

=

3
1
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.
6
0
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CB

-

9
4
6
ST
A
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6
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3
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4
9

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0
6

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:

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+
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8
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4
9

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:

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1
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:

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9
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7
6

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=
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:

3
0
9
.
8
7
'
ST
A
:

1
0
+
0
0
.
0
0

A
L
L
E
Y

1
1
CB

-

9
6
3
ST
A
:

1
3
+
7
8
.
0
1
,

-
1
3
.
5
0

L
CB

-

9
6
2
ST
A
:

1
3
+
7
9
.
9
4
,

1
3
.
4
4

R
226.8
7
'

8
"

P
V
C
@ 3.63
%
MH

3
5
4
(
0
)
ST
A
:

1
1
+
9
1
.
1
3
,
RI
M
:

3
1
2
.
4
1
IN
V
.

O
U
T
:

3
0
4
.
0
4

(
M
H

9
6
)
0.
1
6
'

L
-

4
'

D
I
A
.
8" PVC
1.5' MIN.
EXISTING GRADE
6"x6" TEE WITH (3)
6" GATE VALVES
8"x8" TEE WITH (3)
8" GATE VALVES
6"x6" TEE WITH (3)
6" GATE VALVES
8"x8" TEE WITH (3)
8" GATE VALVES
PROPOSED
GRADE
8" DIP WATER MAIN
6" C900 PVC RECLAIM WATERLINE
VERTICAL SIGHT
DISTANCE ( RT TURN)
REQUIRED =287'
VERTICAL SIGHT
DISTANCE ( LT TURN)
REQUIRED =331'
3.5' SIGHT
ELEV.
3.5' SIGHT
ELEV.
3.5' SIGHT
ELEV.
2' MIN.
2' MIN.
1.5' MIN.
6" C900 PVC RECLAIM WATERLINE
15" RCP
ST
A
:

2
2
+
3
3
.
2
7

A
L
L
E
Y

1
ST
A
:

1
0
+
0
0
.
0
0

S
T
R
E
E
T

M

=
EL
:

3
1
2
.
5
4
'
2' MIN.
226.8
7

L
F

8
"

P
V
C

@

3
.
6
3
%
30
4
.
0
4
31
2
.
4
1
Revisions
K:
\
1
9
\
1
9
-
0
3
7
0
\
1
9
0
3
7
2
.
2
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1
4

P
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A
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A
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D

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A
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5
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d
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0
2
4

1
2
:
0
5
:
5
5

P
M
-

SM
I
T
H
,

A
L
L
I
S
O
N
Sheet No.
Designer
Drawn By
Date
Job No.
Wi
t
h
e
r
s
R
a
v
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n
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l
11
5

M
a
c
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:

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3
3
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9

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s

[ S
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o
r
s
R
E
C
O
R
D

D
R
A
W
I
N
G
S
CA
R
O
L
I
N
A

S
P
R
I
N
G
S
P
H
A
S
E

1

S
E
C
T
I
O
N

5
HO
L
L
Y

S
P
R
I
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G
S
,

N
O
R
T
H

C
A
R
O
L
I
N
A
02190372.20
02/27/2024
WR
WR
1 inch = 50 ft.
50
GRAPHIC SCALE
0 25 50 100
SCALE:
1" = 50' HORIZ.
1" = 5' VERT.
GO
O
S
E

N
E
S
T

C
O
V
E

&

R
E
D
BR
U
S
H

W
A
Y

P
L
A
N

A
N
D
PR
O
F
I
L
E
C6.13
ST
R
E
E
T

R
(5
5
'

P
U
B
L
I
C

R
O
W
)
GOOSE NEST COVE
(55' PUBLIC ROW)
SE
C
T
I
O
N

4
SE
C
T
I
O
N

2
NOTES:
1.ALL WATER MAINS SHALL BE INSTALLED WITH A
MINIMUM COVER OF 3 FEET AND MAXIMUM OF 6 FEET
MEASURED FROM THE TOP OF THE PIPE TO THE
FINISHED SUBGRADE OF THE ROADWAY (OR AS
OTHERWISE DIRECTED BY DIRECTOR OF ENGINEERING).
2.SEWER MAINS FROM 14 TO 20 FEET DEEP SHALL
REQUIRE SPECIAL BEDDING IN ACCORDANCE WITH THE
STANDARD DETAILS SECTION OF THESE STANDARDS.
3.SEWER MAINS DEEPER THAN 20' ARE REQUIRED TO BE
DIP, WITH 401 PROTECTANT, AND HAVE 5' MANHOLES.
4.ALL CARRIER WATERLINE PIPE INSIDE CASING TO BE
RESTRAINED JOINT.
5.TEMPORARY BLOW-OFF ASSEMBLIES AND ASSOCIATED
GATE VALVES ARE FOR PHASING PURPOSES ONLY, AND
SHALL BE REMOVED WHEN MAINS ARE EXTENDED INTO
THE NEXT PHASE OF CONSTRUCTION.
RED BRUSH WAY
(55' PUBLIC ROW)
DE
E
R
C
R
O
F
T

D
R
I
V
E
(5
5
'

P
U
B
L
I
C

R
O
W
)
AL
L
E
Y

1
1
(2
5
'

A
C
C
E
S
S

E
A
S
E
M
E
N
T
)
AL
L
E
Y

1
(2
5
'

A
C
C
E
S
S

E
A
S
E
M
E
N
T
)
AL
L
E
Y

1
(2
5
'

A
C
C
E
S
S

E
A
S
E
M
E
N
T
)
DE
E
R
C
R
O
F
T

D
R
I
V
E
(5
5
'

P
U
B
L
I
C

R
O
W
)
NOT PART OF
THIS PHASE
NOT PART OF
THIS PHASE
NOT PART OF
THIS PHASE
I certify that these as-builts are accurate and that each of the items listed on the Town’s “As-Built
Checklist” as contained in the Town of Holly Springs Engineering Design and Construction
Standards is provided on this set of as-built drawings (8 total sheets in this set). I certify that
all of the information provided is field-verified as-built information.
(Seal) ________________________________ ___________________
Signature Registered Land Surveyor Date
(Seal) ________________________________ ___________________
Signature by Professional Engineer Date
_____________________________________ ______________
Acceptance by Construction Inspector Date
N O R T H C A RO
L
I
N
A
C
U
R
TIS M . B L A Z I E R
P R O F E SSIO
N
A
L
E
NG I N E E R
SEAL
033840
N O R T H C A RO
L
I
N
A
B
E
N
J A
MIN E . D A Y T ON
PR O F E SSIO
N
A
L
L
A
N
D SU R V E YOR
SEAL
L-4390
RECORD DRAWING NOTES:
1.THIS RECORD DRAWING SET OF PLANS IS BASED ON FIELD SURVEY PREPARED BY
WITHERSRAVENEL. INFORMATION SHOWN HEREON IS COMPRISED OF EXISTING AND
PROPOSED CONDITIONS AS ORIGINALLY APPROVED BY THE TOWN OF HOLLY SPRINGS UNLESS
OTHERWISE NOTED.
2.THE SANITARY SEWER AND STORM SEWER ASSOCIATED WITH CAROLINA SPRINGS PHASE 1,
SECTION 5 HAVE BEEN PHYSICALLY SURVEYED AND THIS PLAN REPRESENTS, TO THE BEST OF
OUR KNOWLEDGE, THE HORIZONTAL AND VERTICAL LOCATIONS OF THESE UTILITIES.
3.THE WATERLINE INFORMATION SHOWN ON THESE PLANS IS FROM PERIODIC INSPECTIONS
CONDUCTED THROUGHOUT THE CONSTRUCTION PHASE OF THE PROJECT. WITHERSRAVENEL
MAKES NO GUARANTEE OF THE SURVEYED ACCURACY OF THE WATERLINE SHOWN.
4.WITHERSRAVENEL IS NOT HELD RESPONSIBLE FOR INACCURACIES IN PLANS DUE TO SKETCHES
OR OTHER INFORMATION RECEIVED FROM CONTRACTOR(S) THAT DO NOT ACCURATELY
REFLECT FINISHED CONSTRUCTION FIELD CONDITIONS.
5. IN STREETS AND UTILITIES LOCATED IN THE TRIASSIC BASIN AS SHOWN IN TOHS DETAIL HS356
(WHERE TRIASSIC SOILS ON COMPRESSIBLE MINIATURE TRIASSIC SEDIMENTARY ROCK-LIKE MATERIAL
EXISTS) THERE WILL BE CERTAIN SPECIAL CRITERIA REQUIRED FOR ROADWAY CONSTRUCTION.
THE FOLLOWING MINIMUMS WILL BE REQUIRED OF DEVELOPERS:
1.PRE-QUALIFIED GEO-TECHNICAL FIRM APPROVED BY THE TOWN MUST BE ON SITE FULL TIME
WHILE THE UTILITIES AND ROADWAYS ARE BEING CONSTRUCTED.
2.DOCUMENTATION OF MOISTURE CONTENT, COMPACTION, DENSITY, GEOGRID DESIGN CRITERIA,
ETC. MUST BE PROVIDED TO TOWN INSPECTOR.
3.ALL ROADWAYS WILL HAVE TO BE PROOF-ROLLED AT BOTH SUB GRADE AND STONE GRADE BY
TOWN INSPECTOR AS WELL.
4.THE STANDARD ROADWAY CROSS-SECTION WILL BE WOVEN GEO-FABRIC DESIGN CRITERIA HP 270
OR EQUAL ON ENTIRE ROAD (AND MUST BE APPROVED BY THE TOWN OF HOLLY SPRINGS), 7” ABC
STONE, WITH ASPHALT COMPLETED IN STAGED CONSTRUCTION OF 2.5” I-19 ASPHALT AND 1.5”
S9.5C IN STAGE ONE AND 1.5” S9.5C FINAL OVERLAY INITIAL ONE-YEAR WARRANTY WITH AN
ADDITIONAL YEAR EXTENSION STARTING AFTER FINAL OVERLAY SHALL BE REQUIRED FOR
ROADWAYS. FOR THE EXTENDED WARRANTY PERIOD, IT WILL BE REQUIRED TO POST A BOND, LOC,
OR CASH FOR 50% OF ACTUAL COST OF ROADWAY (STORM DRAINAGE, CURB & GUTTER,
SIDEWALK AND PAVEMENT).
5.WHERE MANHOLES ARE LOCATED IN STREETS IT WILL BE REQUIRED TO HAVE SUITABLE OFF-SITE
STRUCTURAL MATERIAL OR ABC STONE TO BACKFILL AROUND EXCAVATION OF MANHOLES UP TO
SUBGRADE.
6.AN ADDITIONAL FOOT OF STONE WILL BE REQUIRED 10' EITHER SIDE OF MANHOLE FOR ENTIRE
WIDTH OF ROADWAY.
ADDITIONAL MEASURES MAY BE DEEMED NECESSARY BY THE TOWN PENDING SEVERITY OF THE SOILS.
THE PAVEMENT THICKNESS OF ANY STREET SHALL, AT A MINIMUM, EQUAL THE DESIGN SHOWN IN THE
STANDARD DETAILS SECTION OF THESE STANDARDS FOR THE VARIOUS STREET WIDTHS.
APPROVED PAVEMENT DESIGN METHODS INCLUDE THOSE AS PROPOSED BY NCDOT, THE 1986 AASHTO
GUIDELINES AND THE 1981 ASPHALT INSTITUTE MS 1 DOCUMENT.
THE AASHTO METHOD WILL REQUIRE USE OF A TERMINAL SERVICEABILITY INDEX OF 2.0 FOR
COLLECTORS AND 2.5 FOR THOROUGHFARES, SO = 0.49 FOR FLEXIBLE PAVEMENT AND SO = 0.39 FOR
RIGID PAVEMENTS, AND A RELIABILITY OF 98% FOR THOROUGHFARES AND A RELIABILITY OF 95% FOR
COLLECTORS.
ALL STREETS MAINTAINED BY THE NCDOT MUST RECEIVE APPROVAL OF THE PAVEMENT DESIGN FROM
NCDOT PRIOR TO THE BEGINNING OF CONSTRUCTION. NORMAL CROWN FOR THE PAVEMENT SECTION
SHALL BE ¼”/FOOT, EXCEPT AS APPROVED FOR SUPERELEVATED CROSS[1]SECTIONS
GOOSE NEST COVE
RED BRUSH WAY
NOT PART OF
THIS PHASE
DocuSign Envelope ID: 2313E646-AC80-4EF6-AF5C-009F44DE0963
3/6/2024
3/6/2024
ALLEY 1
285
290
295
300
305
310
315
320
325
330
335
340
345
285
290
295
300
305
310
315
320
325
330
335
340
345
8" DIP WATER MAIN
6" C900 PVC RECLAIM
WATERLINE
9+50 10+00
31
6
.
2
4
31
2
.
4
0
10+50
31
3
.
0
1
31
1
.
8
0
11+00
31
3
.
2
9
31
0
.
9
7
11+50
31
1
.
2
2
31
0
.
3
5
12+00
30
7
.
5
5
31
0
.
3
9
12+50
30
1
.
5
7
31
0
.
8
8
13+00
30
5
.
8
5
31
1
.
3
8
13+50
30
6
.
0
4
31
1
.
8
8
14+00
30
5
.
0
1
31
2
.
3
8
14+50
30
4
.
5
4
31
2
.
8
8
15+00
31
0
.
4
0
31
3
.
4
2
15+50
31
5
.
7
8
31
3
.
7
8
16+00
32
0
.
3
4
31
4
.
8
5
16+50
32
2
.
1
0
31
5
.
9
3
17+00
32
3
.
8
7
31
7
.
0
0
17+50
32
5
.
6
6
31
8
.
0
7
18+00
32
7
.
2
0
31
8
.
9
8
18+50
32
7
.
4
7
31
9
.
4
4
19+00
32
7
.
5
7
31
9
.
4
4
19+50
32
8
.
2
1
31
9
.
0
0
20+00
32
9
.
9
0
31
8
.
1
0
20+50
33
1
.
5
9
31
6
.
9
1
21+00
33
1
.
2
9
31
5
.
7
2
21+50
32
9
.
7
8
31
4
.
5
3
22+00
32
7
.
5
0
31
3
.
3
4
22+50
32
6
.
3
3
31
2
.
0
9
23+00
32
5
.
1
7
31
0
.
5
3
LVC: 250.00'
AD: -4.53
K: 55.2
PVI EL: 320.91'
PVI STA: 18+81.89
HIGH PT EL: 319.50'
HIGH PT STA: 18+75.56
ST
A
:

1
7
+
5
6
.
8
9
EL
:

3
1
8
.
2
2
'
ST
A
:

2
0
+
0
6
.
8
9
EL
:

3
1
7
.
9
4
'
LVC: 150.00'
AD: -2.12
K: 70.8
PVI EL: 311.05'
PVI STA: 22+96.45
HIGH PT EL: 312.83'
HIGH PT STA: 22+21.45
ST
A
:

2
2
+
2
1
.
4
5
EL
:

3
1
2
.
8
3
'
PV
I

S
T
A
:

1
0
+
0
0
.
0
0
EL
:

3
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18" RCP
24" RCP (CLASS IV)
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LVC: 100.00'
AD: 2.68
K: 37.4
PVI EL: 309.97'
PVI STA: 11+59.39
LOW PT EL: 310.28'
LOW PT STA: 11+72.02
ST
A
:

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'
EXISTING GRADE
PROPOSED GRADE
2.15%
-2.00%2.00%
2.00%
-2.38%
-1.68%1.00%
W W W W W W W W W W W W
R R R R R R R R R R R
W W W W W W W W W W W W W W W
R R R R
R
R R R R R R R R R R R R R R R R R R R R R R
W
W
W
W
R
R
R
R
R
R
R
W
W
R R R
188 187189204190193
262
194
263
195
264
196
251 259 267
191
252 260 268 269
198
254 270
202
255 256
404 405 406 407 408 410 411 412 413 414 419418417416
387
271
245 247 248 249 258
203 197 192
186
185
415 420
250 253246
390392393395396
201 200 199
257 261 265 266
409
385389394401400399398
206208207 205209
397402
391 388 386
403
SS
CB - 1226
CB - 1224A
CB - 1225CB - 1224
CB - 835 CB - 813
CB - 815
CB - 814
CB - 832 CB - 833
CB - 825
CB - 816
CB - 935
CB - 936
ADS - 967
CB - 918
CB - 925
ALLEY 1
(25' ACCESS EASEMENT)
DEERCROFT DRIVE
(55' PUBLIC ROW)
GO
O
S
E

N
E
S
T

C
O
V
E
(5
5
'

P
U
B
L
I
C

R
O
W
)
DEERCROFT DRIVE
(55' PUBLIC ROW)
ALLEY 1
(25' ACCESS EASEMENT)
LE
L
A
N
D

C
R
E
S
T

D
R
I
V
E
(8
2
'

P
U
B
L
I
C

R
O
W
)
CB - 1218
AL
L
E
Y

2
(2
5
'

A
C
C
E
S
S

E
A
S
E
M
E
N
T
)
(1) 8" TEE
(3) 8" GV
20' PDE
FHA (TYP)
VWDE
PDE
LE (TYP)
3/4" WM
(TYP)
4" CO (TYP)
6" C900 PVC
RECLAIMED
WATER LINE
(TYP)
LINE (TYP)
ON-STREET
PARKING (TYP)
VWDE
20' PDE
STREET D
(55' PUBLIC ROW)
LANDSCAPE EASEMENT (TYP)
SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS
SS
SS
SS
SS
JB - 2052
CB - 1219
CB - 1219A
20' PDE
CB - 1252
SECTION 4
SECTION 2
SECTION 4
SECTION 2
SECTION 2
SECTION 1B
CB - 830
CB - 826 CB - 827
CB - 831
SECTION 5
10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00
CB - 1204
DI - 1250
CB - 927
MH 423 MH 335 MH 334
MH 336
CB - 1229
CB - 1227
CB - 1201
CB - 1244
CB 1203
JB - 2053
DI - 1230
CB - 1230
MH 339
MH 337
Revisions
K:
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C
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4

P
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A
N

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P
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A
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5
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d
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a
r
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h

6
,

2
0
2
4

1
2
:
0
9
:
0
2

P
M
-

SM
I
T
H
,

A
L
L
I
S
O
N
Sheet No.
Designer
Drawn By
Date
Job No.
Wi
t
h
e
r
s
R
a
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l
11
5

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A

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A
02190372.20
02/27/2024
WR
WR
1 inch = 50 ft.
50
GRAPHIC SCALE
0 25 50 100
SCALE:
1" = 50' HORIZ.
1" = 5' VERT.
AL
L
E
Y

1

P
L
A
N

A
N
D
PR
O
F
I
L
E
C6.15
SE
E

S
H
E
E
T

C
6
.
1
6

F
O
R

C
O
N
T
I
N
U
A
T
I
O
N
I certify that these as-builts are accurate and that each of the items listed on the Town’s “As-Built
Checklist” as contained in the Town of Holly Springs Engineering Design and Construction
Standards is provided on this set of as-built drawings (8 total sheets in this set). I certify that
all of the information provided is field-verified as-built information.
(Seal) ________________________________ ___________________
Signature Registered Land Surveyor Date
(Seal) ________________________________ ___________________
Signature by Professional Engineer Date
_____________________________________ ______________
Acceptance by Construction Inspector Date
N O R T H C A RO
L
I
N
A
C
U
R
TIS M . B L A Z I E R
PR O F E SSIO
N
A
L
E
NGI N E E R
SEAL
033840
N O R T H C A RO
L
I
N
A
B
E
N
J A
MIN E . D A Y T ON
PR O F E SSIO
N
A
L
L
A
N
D
SU R V E Y OR
SEAL
L-4390
RECORD DRAWING NOTES:
1.THIS RECORD DRAWING SET OF PLANS IS BASED ON FIELD SURVEY PREPARED BY
WITHERSRAVENEL. INFORMATION SHOWN HEREON IS COMPRISED OF EXISTING AND
PROPOSED CONDITIONS AS ORIGINALLY APPROVED BY THE TOWN OF HOLLY SPRINGS UNLESS
OTHERWISE NOTED.
2.THE SANITARY SEWER AND STORM SEWER ASSOCIATED WITH CAROLINA SPRINGS PHASE 1,
SECTION 5 HAVE BEEN PHYSICALLY SURVEYED AND THIS PLAN REPRESENTS, TO THE BEST OF
OUR KNOWLEDGE, THE HORIZONTAL AND VERTICAL LOCATIONS OF THESE UTILITIES.
3.THE WATERLINE INFORMATION SHOWN ON THESE PLANS IS FROM PERIODIC INSPECTIONS
CONDUCTED THROUGHOUT THE CONSTRUCTION PHASE OF THE PROJECT. WITHERSRAVENEL
MAKES NO GUARANTEE OF THE SURVEYED ACCURACY OF THE WATERLINE SHOWN.
4.WITHERSRAVENEL IS NOT HELD RESPONSIBLE FOR INACCURACIES IN PLANS DUE TO SKETCHES
OR OTHER INFORMATION RECEIVED FROM CONTRACTOR(S) THAT DO NOT ACCURATELY
REFLECT FINISHED CONSTRUCTION FIELD CONDITIONS.
5. IN STREETS AND UTILITIES LOCATED IN THE TRIASSIC BASIN AS SHOWN IN TOHS DETAIL HS356
(WHERE TRIASSIC SOILS ON COMPRESSIBLE MINIATURE TRIASSIC SEDIMENTARY ROCK-LIKE MATERIAL
EXISTS) THERE WILL BE CERTAIN SPECIAL CRITERIA REQUIRED FOR ROADWAY CONSTRUCTION.
THE FOLLOWING MINIMUMS WILL BE REQUIRED OF DEVELOPERS:
1.PRE-QUALIFIED GEO-TECHNICAL FIRM APPROVED BY THE TOWN MUST BE ON SITE FULL TIME
WHILE THE UTILITIES AND ROADWAYS ARE BEING CONSTRUCTED.
2.DOCUMENTATION OF MOISTURE CONTENT, COMPACTION, DENSITY, GEOGRID DESIGN CRITERIA,
ETC. MUST BE PROVIDED TO TOWN INSPECTOR.
3.ALL ROADWAYS WILL HAVE TO BE PROOF-ROLLED AT BOTH SUB GRADE AND STONE GRADE BY
TOWN INSPECTOR AS WELL.
4.THE STANDARD ROADWAY CROSS-SECTION WILL BE WOVEN GEO-FABRIC DESIGN CRITERIA HP 270
OR EQUAL ON ENTIRE ROAD (AND MUST BE APPROVED BY THE TOWN OF HOLLY SPRINGS), 7” ABC
STONE, WITH ASPHALT COMPLETED IN STAGED CONSTRUCTION OF 2.5” I-19 ASPHALT AND 1.5”
S9.5C IN STAGE ONE AND 1.5” S9.5C FINAL OVERLAY INITIAL ONE-YEAR WARRANTY WITH AN
ADDITIONAL YEAR EXTENSION STARTING AFTER FINAL OVERLAY SHALL BE REQUIRED FOR
ROADWAYS. FOR THE EXTENDED WARRANTY PERIOD, IT WILL BE REQUIRED TO POST A BOND, LOC,
OR CASH FOR 50% OF ACTUAL COST OF ROADWAY (STORM DRAINAGE, CURB & GUTTER,
SIDEWALK AND PAVEMENT).
5.WHERE MANHOLES ARE LOCATED IN STREETS IT WILL BE REQUIRED TO HAVE SUITABLE OFF-SITE
STRUCTURAL MATERIAL OR ABC STONE TO BACKFILL AROUND EXCAVATION OF MANHOLES UP TO
SUBGRADE.
6.AN ADDITIONAL FOOT OF STONE WILL BE REQUIRED 10' EITHER SIDE OF MANHOLE FOR ENTIRE
WIDTH OF ROADWAY.
ADDITIONAL MEASURES MAY BE DEEMED NECESSARY BY THE TOWN PENDING SEVERITY OF THE SOILS.
THE PAVEMENT THICKNESS OF ANY STREET SHALL, AT A MINIMUM, EQUAL THE DESIGN SHOWN IN THE
STANDARD DETAILS SECTION OF THESE STANDARDS FOR THE VARIOUS STREET WIDTHS.
APPROVED PAVEMENT DESIGN METHODS INCLUDE THOSE AS PROPOSED BY NCDOT, THE 1986 AASHTO
GUIDELINES AND THE 1981 ASPHALT INSTITUTE MS 1 DOCUMENT.
THE AASHTO METHOD WILL REQUIRE USE OF A TERMINAL SERVICEABILITY INDEX OF 2.0 FOR
COLLECTORS AND 2.5 FOR THOROUGHFARES, SO = 0.49 FOR FLEXIBLE PAVEMENT AND SO = 0.39 FOR
RIGID PAVEMENTS, AND A RELIABILITY OF 98% FOR THOROUGHFARES AND A RELIABILITY OF 95% FOR
COLLECTORS.
ALL STREETS MAINTAINED BY THE NCDOT MUST RECEIVE APPROVAL OF THE PAVEMENT DESIGN FROM
NCDOT PRIOR TO THE BEGINNING OF CONSTRUCTION. NORMAL CROWN FOR THE PAVEMENT SECTION
SHALL BE ¼”/FOOT, EXCEPT AS APPROVED FOR SUPERELEVATED CROSS[1]SECTIONS
NOT PART OF
THIS PHASE
NOT PART OF
THIS PHASE
DocuSign Envelope ID: 2313E646-AC80-4EF6-AF5C-009F44DE0963
3/6/2024
3/6/2024