WQ0042699_More Information (Received)_20230619

DocuSign Envelope ID: 6970E74E-40AC-4FCB-9835-8599A52ED973
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SITE DATA TABLE
WAKE COUNTY PIN:
0730 53 3724 (PORTION OF PIN)
TOTAL SITE ACREAGE:
112.56
TOWN PARK ACREAGE:
25.00
TOTAL LOT AREA:
30.32
ACREAGE IN R/W:
21.37
TOTAL# OF TOWNHOMES
352
TOTAL#OF SINGLE FAMILY HOMES
78
TOTAL # OF TWO-FAMI LY HOMES
6
VILLAGE SQUARE AREA
50.38
NUMBER OF UNITS:
245
# OF TOWN HOMES
245
#OF SINGLE FAMILY HOMES
0
# OF TWO-FAMI LY HOMES
0
HEIGHT:
24' MIN., 80' MAX
MAXIMUM GROSS DENSITY:
15 Units/Acre
NEIGHBORHOOD DISTRICTAREA:
37.18
NUMBER OF UNITS:
191
# OF TOWN HOMES
109
#OF SINGLE FAMILY HOMES
78
# OF TWO-FAMI LY HOMES
4
HEIGHT:
50' MAX (TO EAVE)
MAXIMUM GROSS DENSITY:
4.5 Units/Acre
DocuSign Envelope ID: 272750DE-29D1-4ABF-9596-69BA9A4E2AB4
Permit No. W00042699 Reclaimed Water Distribution
Town of Holly Springs November 16, 2021
Carolina Springs — Phase 1, Sub Phases 1-5 RWDL Wake County
X Partial ❑ Final
I Curtis M. Blazier , as a duly licensed North Carolina Professional
Engineer, having X periodically / U 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:
Partial certification covering 3,393 LF of 6" reclaimed water distribution line and
1,823 LF of 12" reclaimed water distribution line in Phase 1 Section 1A and associated
appurtenances
Curtis M. Blazier
R
0 2 0 �OFESS/O e 9 g
0 2 SEAL r °
033840 s
S
osoacoozceaoaw.... "" °p02/3/2023
Professional Engineer's Name
WithersRavenel
F-1479
Firm Name
Film No.
115 MacKenan Drive
Address
Cary
NC
27511�IN��P
City
State
Zip Code
919-238-0361
[e-mail]
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
W00042699 Version 1.0
DocuSign Envelope ID: BD17E1634DC64323-99DF-A177D56E7E80
Shell Version 200201
Public Water System Project
Enaineer Certification Form
By the signature below I certify:
The referenced public water system project was completed in substantial
compliance with the approved engineering plans and specifications,
including any provisions stipulated in the Department's plan approval
letter or authorization to construct letter, and revised only in accordance
with the provisions of Rule .0306.
This is a
_ Full certification 2,251 LF of 12" DIP waterline and 1,152
X Partial certification, covering LF of 8" DIP waterline in Section 1A
This certification is based upon inspections conducted (select one):
Daily
Continuously
X Periodically
By (select one):
Myself
X Another under my responsible charge
Seal here:
�H CARO
= SEAL
033840 _
i C•G FNGINEE�;��7ti��\
Engineer Signature:
I,wnS (1•LiCV'
Engineer Name(Print):
Curtis Blazier
Carolina Springs - Phase 1,
Project Name:
Sections 1-5
Date:
January 11, 2023
Serial No:
21-00572
Water System Name:
Town of Holly Springs
NC0392050
Town of Holly Springs Project No: 20=17=01
Certifications
ran be sent by mail, fax [phone]),
or attachment
to an e-mail message to
[e-mail]
AS -BUILT QUA
ACREAGE OF SITE
TOTAL NUMBER OF LOTS
TOTAL NUMBER OF STOP SIGNS
PUBLIC GREENWAY
SIDEWALK
Page 6 of 6
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" S93C 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 Y"/FOOT, EXCEPT AS APPROVED
FOR SUPERELEVATED CROSS[11SECTIONS
DocuSign Envelope ID: D6A1AC7E-7F84-4C51-A427-052AAA371 DEC
Public Water System Project
Engineer Certification Form
By the signature below I certify:
The referenced public water system project was completed in substantial
compliance with the approved engineering plans and specifications,
including any provisions stipulated in the Department's plan approval
letter or authorization to construct letter, and revised only in accordance
with the provisions of Rule .0306.
This is a 1,729 LF of 12" DIP waterline along
Full certification Woods Creek Road and 105 LF of 8"
DIP waterline along Woodfield Dead
X Partial certification, covering End Road
This certification is based upon inspections conducted (select one):
Daily
Continuously
X Periodically
By (select one):
Myself
X Another under my responsible charge
Seal here:
�N CAR
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033840
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«uslen.a nv'i T/S' M. 8\'P`ti
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8/3/2022
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Engineer Signature: Engineer Name(Print): Curtis Blazier
2WI`1ff'MfMgs - Phase 1,
Project Name: Sections 1-5 Date: August 2, 2022
Serial No: 21-00572 Water System Name: Town of Holly Springs
NC0392050
Town of Holly Springs Project No: 20-17-01
Certifications can be sent by mail, fax [phone]), or attachment to an e-mail message to
[e-mail]
FAST TRACKSEWERENGINEERING CERTIFICATION
PERMITTEE: Town of Holly Springs
PERMIT#: WQ0042679
PROJECT: Carolina Springs Phase 1, Sub Phase 1-5
ISSUE DATE: September 10, 2021
This project shall not be considered complete nor allowed to operate in accordance with Condition 7 of
this permit until the Division has received this Certification and all required supporting documentation. It
should be submitted in a manner that documents the Division's receipt. Send the required documentation
the Regional Supervisor, Water Quality Regional Operations Section at the address at the bottom.
Any wastewater flow made tributary to the wastewater collection system extension prior to completion
of this Certification shall be considered a violation of the permit and shall subject the Permittee to
appropriate enforcement actions. The Permittee is responsible for tracking all partial certifications up
until a final certification is received. A Final Certification shall be a complete set of record drawings and
design calculations regardless of whether partials have been submitted.
PERMITTEE'S CERTIFICATION
I, the undersigned agent for the Permittee, hereby state that this project has been constructed pursuant
to the applicable standards & requirements, the Professional Engineer below has provided applicable
design/construction information to the Permittee, and the Permittee is prepared to operate & maintain
the wastewater collection system permitted herein or portions thereof.
Printed Name, Title Signature Date
ENGINEER'S CERTIFICATION
I, Curtis M. Blazier , as a dui registered Professional En Ineer in the State of North Carolina,
having been authorized to observe (� periodically, ❑ weekly, full time) the construction of the
project name and location as referenced above for the above Permittee hereby state that, to the best of
my abilities, due care and diligence was used in the observation of the following construction:
aooroximately 11.967 linear feet of 8-inch gravity sewer: such that the construction was observed to be
built within substantial compliance of this permit; 15A NCAC 02T; the Division of Water Resources'
(Division) Gravity Sewer Minimum Design Criteria adopted February 12, 1996 as applicable; the Division's
Minimum Design Criteria for the Fast -Track Permitting of Pump Stations and Force Mains adopted June 1,
2000 as applicable; and other supporting materials.
North Carolina Professional Engineer's Seal w/signature & date:
to =oe,So ESSro.7'2 %!
❑ Final X Partial (include description) ^ 4� SEAL kY� 09
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Approximately 3,594 LF of 8-inch gravity $ e 033e40 o 0
sewer to serve Phase 1, Section 1A osoaes�o
.oni4cuaeoa,apx..4Go,I
°uNEB�LaS SaPe�°
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23/2023
Certification Comments/Qualifiers (attach if necessary):
North Carolina Department of Environmental Quality Division of Water Resources
Raleigh Regional Office 11628 Mail Service Center, Raleigh, NC 27699 1628
Physical Address: 3800 Barrett Drive, Raleigh, NC 27609 919-791-4200
INFRASTRUCTURE DATA
PHASE 1A
POTABLE WATER
SYSTEM
23.87
AC.
8"DIP
1257
68
EA.
12" DIP
3980
10
EA.
8" VALVE
7
677
LF
6" VALVE
12
7370
LF
12" VALVE
9
2" BLOW -OFF
7
C
FIRE HYDRANT
11
2688
LF
2" ARV (12" LINE)
1
STREET PUBLIC
CAROVA BEND
CALVAN DER LANE
1074
LF
STREET PRIVATE
N/A -NO PRIVATE STREET N/A
LF
SANITARY SEWER SYSTEM
8" DIP
393
LF
8" PVC
3201
LF
MANHOLES (4' DIA.)
25
EA
MANHOLES (5' DIA.)
2
EA
NON POTABLE WATER SYSTEM
6" PVC
3393
LF
6" VALVES
8
EA
12" C900 PVC
1823
LF
12" VALVE
2
EA
LF
LF
EA
EA
EA
EA
EA
EA
STORM SYSTEM
12" HDPE
64
LF
15" RCP
2705
LF
18" RCP
1534
LF
24" RCP
544
LF
30" RCP
343
LF
36" RCP
150
LF
42" RCP
506
LF
48" RCP
164
LF
54" RCP
101
LF
60" RCP
796
LF
CATCH BASIN
39
EA
DRAINAGE INLET
20
EA
YARD INLET
0
EA
RECORD DRAWINGS FOR
CAROLINA SPRINGS
PHASE 1 SECTION 1A
PROJECT #20-17-01
HOLLY SPRINGS, NORTH CAROLINA
SUBMITTAL DATE: FEBRUARY 6,2023
2ND SUBMITTAL DATE: MARCH 7,2023
3RD SUBMITTAL DATE: MARCH 16,2023
4TH SUBMITTAL DATE: APRIL 18,2023
5TH SUBMITTAL DATE: APRIL 27, 2023
VICINITY MAP
1��-500��
PHASE 2
PHASE 11
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
TIPLE OBSERVATIONS WITH VRS WERE USED TO ESTABLISH BENCHMARK
PREPARED BY:
WithersRavenel
1 / Engineers I Planners I Surveyors
115 MacKenan Drive Cary, NC 27511 t: 919.469.3340 license #: F-1479 www.withersravenel.com
ICE SPORTS
COMPLEX
FUTURE
PHASE
0
W
S
DEVELOPER/OWNER
E
LENNAR CAROLINAS
1100 PERIMETER PARK DRIVE, SUITE 112
MORRISVILLE, NC 27560
PHONE: [phone]
EMAIL: [e-mail]
ATTN: STEPHEN DORN
C
Kwwwhafs below
Call before you dig.
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INDEX OF SHEETS
COVER
SHT 0.0
OVERALL SITE PLAN
SITE PLAN
SITE PLAN
SHT 2.0
SHT 2.1
SHT 2.2
SITE PLAN
SHT 2.9-11
UTILITY PLAN
SHT 3.1-3.2
UTILITY PLAN
SHT 3.9-11
STORM DRAINAGE & GRADING PLAN
SHT 4.1-4.2
STORM DRAINAGE & GRADING PLAN
SHT 4.5-4.6
ROADWAY PLANS AND PROFILE
SHT 6.5-6.6
ROADWAY PLANS AND PROFILE
SHT 6.10
ROADWAY PLANS AND PROFILE
SHT 6.22
SS OUTFALLS PLAN AND PROFILE
WOODS CREEK RD PLAN AND PROFILE
SHT 6.25 - 6.26
SHT 6.27 - 6.28
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 (24 total sheets in this set). I certify that
all of the information provided is field -verified as -built information.
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DocuSigned by:
Seal dO� °°° SS p ° `�'L ;��0�0000 SS/��```�%'1' �'0 4/27/2023
(Seal)
d =o° �OFE l �'9°° y ti �o� �O E G'L9 `� o I `f49 ���stered Land Surveyor Date
° SEAL o SEAL r o DocuSignedby:� y
(Seal)-. o-7 L 4390 C) 0 o 033840 o d (,tAv¢ts M tw 4/26/2023
n 03 o °?j °o Z d o 0 o 0 5 EDD2 6D
F O o O° �, %o �Q`o° b Ig�i��uretyi3`rofessional Engineer Date
oop�,, °°°°S UR`�°°o y� 000G�0000 G /NE0000�I��i,ob 1
000',4/Nfi Eaaa�Q6o66 aDDp.
1AD BQ O o60
Iy� Acceptance by Construction Inspector Date

DocuSign Envelope ID: 6970E74E-40AC-4FCB-9835-8599A52ED973
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LENNAR CAROLINAS LLC
DB 17612, PG. 1928
PIN:0730533724
LAND USE: VACANT
ZONING: PUD ,r
TOWN OF HOLLY SPRINGS /
/
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//////////,/r,/r\
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
PUD BOUNDARY
//' /// // ///7777777777 // /i�i��/%i r / r/ /i, /i ri /r /�r/ /77777777777/'//if*�J
HHI TRINITY APEX INVESTMENTS LLC
DB 12651 PG 1128
\
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PIN:0730852539
DELORES HORTON
DB 8201, PG. 2115
PIN: 0730652261
LAND USE: MOBILE
ZONING: R30
SCM 9
WET DETENTION POND
TOWN OF HOLLY SPRINGS ETJ
MATTIE HARRIS HEIRS
—
DB 9105, PG. 2362 & 16-E-2429
0 0
PIN:0730644708
4363362361 369I
1 49 4g ] g 5 4
LAND USE: VACANT
IL
ZONING:R30
L
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TOWN OF HOLLY SPRINGS ETJ
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SECTION 4
1 1
r 311
_
36]
Q
326
32] 328
329 339
33J 332 333
334
336 336 33] 338 339
310
399
ii, ram' ��•.��•.—�•..=.� �� l 397
C \I 396
v�°v vvv v ",1434 433 432I I43, 439427 426 425 424 423 422 421373
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\ v`v°v v \ J L J — — — J J15 324 323 322 32, L29 319 318 3171 L 315 3,4 3,3 312 U 393
SECTION 5
_ 399
� / A � 416 416 4P 418 419 429 1245 248 241248 249 269 261 262 263 264 265266 26/ � 268 269 269 261 '26e 266 264 266 269' 'z6] 268 269 2]9 � —
\
FEMA-
FLOODPLAIN
295
dd, 209 298 29] 296 295 294 293 292 291 299 199 198 19] 196 195 194 193 192 191 199 189 188 18] 18g _ 294
b°o°o 4024014003,99 398 39] / \ - L
4pv v 396 395 394 393 392 39� 399 389 388 38] 386 38� -3 L J L
—� — 1y r i r i i 183182 9
° WETLANDS (TYP)
v —
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5 MIT
1,9129 121122123 124 125 126 12] 128129 139 131132 133134 135136 13! 2,2 J 1,2 138 139149 > ` 1]6
\ , A — — — — — — - — —
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°v ( SCM 12 / / > > .�� / — / 69
vv CAPE FEAR BUFFER / J - (25 ACCE6S FASEMENT�r-- \/ 44 ,45146,4, 6166 /
\ \ 243 \ 2,6 199 148 /
\ WET DETENTION
o°c POND
\
oo < SECTION 3 1 \ EXISTING POND 1 A162153154'66
° o v 26 ROW TO I 06 REMAIN _
195
O \� DEDICATION I \ �r < 9� 9 ` 1921W J O WCT -- — =
238 \\ ✓ _ 164
L ' \
C� Cr\\ FUTURE PHASE
° 30' HOLLY SPRINGS 4 99199 �o� \ / i /SCM 8 ^
i 12
CAPE FEAR BUFFER � 98 ,; � tuF'\v \ WET DETENTION
POND
O LENNAR CAROLINAS LLC / ,26 �Q��� \ ETLAIAIJ 156
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Cn DB 17612, PG. 1928 PROJECT g 96 i boo FUTURE AMENITY SITE (TYP) \ I `\ \ 1
O
PIN:0730533724 LIMITS 1
\ o` LAND USE: VACANT
ZONING: PUD
TOWN OF HOLLY SPRINGS 232 F_ VILLAGE SQUARE /
O O �° \ 90 �' NEIGHBORHOOD
DISTRICT CENTER I1 \
J 63 54 66 56 67 58 69 69 61 62 \
DIVIDING BOUNDARY LINE
FUTURE PHASE _23] B6 -- ` bum I
I CONSTRUCTED
v,
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WETLANDS
1 49 1 48 47 46 46
FLOODWAY w N g 13
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EXISTING EOP
30' HOLLY SPRINGS Q= 63 65 G �0
SECTION 1A ---
v \ CAPE FEAR BUFFER POCKET PARK 1 DB 2� 88 ,
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WETLANDS�TYP) - - - - _� _ — — _ _ 21 2 \
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50' DIXIE PIPELINE COMPANY RIW
DB 2758, PG. 643 — — — — - 61 20 B zs 1 \ lI
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SECTION 1 B
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v °, �\ j 30'HOLLYSPRINGS way 82 69 0 R g I III
--- W 27
° ° ` CAPE FEAR BUFFER Q 81 o `^ I
V 89
FUTURE PUMP STATION #2 °�, SCM 10 - ], I "' T C E I 6 28 I I
(FINAL LOCATION TO BE DETERMINED) �W ° °v WET DETENTION STREET K I a
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DUKE ENERGY PROGRESS LLC 1-6
1� 36 III I
FORMERLY ° ° 1-6 1 �\ I g
FIRST CITIZENS BANK TRACTS I 37 I I I
(SEE DB 2086, PG. 677 & CP&L DRAWING #L-D-2581) \\ ° ° �I I I I I I
DUKE LAND UNIT #1183088
PIN:0730634462 I 6
PROJECT LIMITS USE: STATE ASSESSED \\\°° I I 6
WAKE COUNTY 39 I I
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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" 1-19 ASPHALT AND 1.5"
S93C IN STAGE ONE AND 1.5" S93C 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 Y4"/FOOT, EXCEPT AS APPROVED FOR SUPERELEVATED CROSS[ 11SECTI0INS
PROPOSED EXISTING LOCAL
BOC 1 Y R F 0 L N
BY 42
ETHERS \ / 2
PUD BOUNDARY
SCM 6 \
0�� WETLANDS
\ SEE SEPARATE PLAN SET
FOR PUMP STATION #1 /
\ TOHS# 17-29-PSS
�\\ •\ e1 / j' /
<°e r
°
EXISTING
PROPERTY LINE
LAND USE: VACANT
ZONING: SD (APEX)
TOWN OF APEX
\ \ FUTURE ROAD -
EXTENSION (BY OTHERS)
_tJ \ \ 10' ASPHALT MULTI -USE
TRAIL (TYP)
\ \ CAPITAL PROPERTIES II LLC
DB 17612, PG. 1928
PIN:0730842712
\ \ LAND USE: VACANT
ZONING: PUD
TOWN OF HOLLY SPRINGS
PROPOSED
1 ' PROPERTY LINE \ \ y
I /
FLOODWAY
/ C0
�p
WETLANDS (TYP)
SEE SEPARATE CAROLINA SPRINGS BLVD. 30' HOLLY SPRINGS
i sQEL\\�C'oRo� PLAN SET FOR MORE INFORMATION SHOWN \ \ CAPE FEAR BUFFER
GPO\\NP ;ep0` FOR REFERENCE ONLY
CAPITAL PROPERTIES II LLC, \ \
LENNAR CAROLINAS LLC
DB 17612, PG. 1928 \ \
PIN:0730834534
LAND USE: VACANT
ZONING: PUD \ \
TOWN OF HOLLY SPRINGS
50' DIXIE PIPELINE COMPANY R/W / -
- DB 2758, PG. 643 -�
I_ - —
— — — — G — G- - - - G —
—G-- - �-
= FUTURE VILLAGE
= SQUARE EAST
..•.. Ijllj�llj�llj���p'
ICIIGIIIIIIIII��IC��IC��IC��I
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11 11 � ..• .
�:11::11: �' 1 1 .•
EXISTING
PROPERTY LINE
PURE CKRY ,,•' �.__ ,� °°e e
eeeeee
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 (24 total sheets in this set). I certify that
all of the information provided is field -verified as -built information.
6a60600000000°0Sdp000000000Q00 /
000a°� N C A R°O°pp 000� N CAR 0°°° DocuSigned by:
00 00 00000, °° 4/27/2023
(Seal) °°= oo �FESS/pit°/°°'L ti°= o0°�FESS/p�t°/° �° 1�c�Maw�nn �aMfa�n /�
o000
g 1 9MVViistered Land Surveyor Date
SEAL o o SEAL e DocuSigned by: /
(Seal)o 1.-7 L-4390 0 0 0 033840 o d S Nl it V 4/26/2023 \
�� ��?% \ �
Pptofessional Engineer Date
0°3UR�°E°�
0,0 ��°0000000000°
o0°°0oMgQp0MQNEOa00o
0QDa DDQ oaoo
Acceptance by Construction Inspector Date
30' HOLLY SPRINGS
CAPE FEAR BUFFER
WETLANDS (TYP)
J
GENERAL & SITE PLAN NOTES
EXISTING
12 OAKS
1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE TOWN OF HOLLY SPRINGS STANDARD SPECIFICATIONS
SUBDIVISION
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
WETLANDS (TYP)
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
I
ROADWAYS WILL BE REQUIRED TO BE LIGHTED PRIOR TO THE FIRST C.O. AND INTERNAL ROADWAYS MUST BE
I
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
h
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.
GRAPHIC SCALE
200 0 100 200 400
I Smoot
1 inch = 200 Ft.
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Job No.
Drawn By
02190372.20
WR
Date
Designer
09/06/92
WR
Revisions
1. TOHS COMMENTS ADDRESSED 03/03/23
2. FINAL RECORD DRAWINGS 4/18/23
Sheet No.
C2.0

DocuSign Envelope ID: 6970E74E-40AC-4FCB-9835-8599A52ED973
"CROSS-SECTION 7AND B1"
EET C8.0 CO-RL - -� \\ \ \� \ I II CL-2C
R R R � _ PROPOSED MONUMENT I I R/W 9=30' AC'
R_ \\ II I _
JR 1157
_ EASEMENT /BOC �%�8A
- - - - - - ��\�� =42.5'
R , NOT PART OF 441
11
\\\ R THIS PHASE ?I,, , V �I I I I I I CL-2C
Wx
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PROPOSED STREET FOP / h I I I I
W �! j` \ BOC LIGHT (TYP.) I I I I I I 10
_ W S' �^ _ R=42.5' _ SEE ROADWAY SECTION
-� R 11 `tCREEK
I o GL-2C
- WO E Aj.�Ox \ � \ \ R/W � M/ "CROSoSECTION G" ON SHEET 8.0
DR EK 6�Op� R R 30' v BOC (TYP)
_ ROAD x
I I
115
----- ----- ---- ---- \ \ EOP (TYP)
°° Vt \ )0,ROP R=30.5' PROPOSED TOWN
c � WETLANDS (TYP)
136 , A I I I
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-8
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v IN, � v v �� vv � 44 ccF s q 6 m�
\ \ \ \ \ SFMFiVT S \ II I PROPOSED CI
\ 1 \
O
WN
PARK PROPERTY LINE
FUTURE
PHASE LINE I I
RECORD DRAWING NOTES: TEMPORARY CONSTRUCTION \ \ \ \ I I
EASEMENT
\ \ \ \ \ TOWN PARK AREA I I
1. THIS RECORD DRAWING SET OF PLANS IS BASED ON FIELD SURVEY PREPARED BY \ ` \ \ 25 AC I I I o
WITHERSRAVENEL. INFORMATION SHOWN HEREON IS COMPRISED OF EXISTING AND
PROPOSED CONDITIONS AS ORIGINALLY APPROVED BY THE TOWN OF HOLLY SPRINGS UNLESS \ \ \ �' \ \\\ \ (TO BE DEDICATED)
OTHERWISE NOTED.
12' EXISTING LANE WIDTHSI \ \ \ \ \A 0 I
2. THE SANITARY SEWER AND STORM SEWER ASSOCIATED WITH CAROLINA SPRINGS PHASE 1, \ \ I I
SECTION 1A HAVE BEEN PHYSICALLY SURVEYED AND THIS PLAN REPRESENTS, TO THE BEST OF \ \ Q I I I
OUR KNOWLEDGE, THE HORIZONTAL AND VERTICAL LOCATIONS OF THESE UTILITIES.
3. THE WATERLINE INFORMATION SHOWN ON THESE PLANS IS FROM PERIODIC INSPECTIONS PROJECT LIMITS \ I
CONDUCTED THROUGHOUT THE CONSTRUCTION PHASE OF THE PROJECT WITHERSRAVENEL
60' EXISTING R/W
FUTURE PUBLIC 10' ASPHALT I I I
\ \ MULTI -USE TRAIL TO BE I 20' DE
85' PROPOSED R/W \ \ 30' STREETSCAPE CONSTRUCTED BY LENNAR
BY OTHERS
DOSC \ \ \ FUTURE PUBLIC 20' MULTI -USE i I I i I
/\ EXISTING BOUNDARY/WOODS \ \ \ TRAIL EASEMENT TO BE I
CREEK ROAD CENTERLINE \ ��F \ \� \ CONSTRUCTED BY LENNAR-
PROPOSED BOC
BY OTHERS �\ �Q�-
\� -V I I I // / 2(
Z
STRUCTURAL MATERIAL OR ABC STONE TO BACKFILL AROUND EXCAVATION OF MANHOLES UP TO \ \
PUD BOU ARY L\ \ / EXISTING STREAM
SUBGRADE. \ \ \ \ \ \ TEMPORARY CONSTRUCTION
6. AN ADDITIONAL FOOT OF STONE WILL BE REQUIRED 10' EITHER SIDE OF MANHOLE FOR ENTIRE \ \ \ \ EASEMENT
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 \ \ \ \ \ 0 \ / /EXISTING LOCAL
GUIDELINES AND THE 1981 ASPHALT INSTITUTE MS 1 DOCUMENT. 10' PROPOSED \ �\ \ \ Q\ 0� /� / 10dYEAR FLOODPLAIN
THE AASHTO METHOD WILL REQUIRE USE OF A TERMINAL SERVICEABILITY INDEX OF 2.0 FOR MEDIAN /
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. ROAD IMPROVEMENTS TO BE PART
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 OF A SEPARATE PROJECT BY RKA
SHALL BE %"/FOOT, EXCEPT AS APPROVED FOR SUPERELEVATED CROSS[ 11SECTI0NS
\ PROPOSED LOCAL \ \
\ \ \ \ \ 0\ P 100 YEAR FLOODPLAIN \ \ \ \ \ \ \ \
PI: 10+0
\ A_�A \ \ \
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" 1-19 ASPHALT AND 1.5"
S93C IN STAGE ONE AND 1.5" S93C 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 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
30' STREETSCAPE 103' A \
SEE ROADWAY LDECORATIVE FENCE. SEE
�� 7 \\I I "CROSS-SECTION E NOT PART OF \ \ \ i DEITAIL HS012 ON SHEET C8.2
0 V V V V R R R R R R R R PROPOSED MONUMENT R/W 4=30' 75 \
_ R R R FM FM • FM FM R = = \ EASEMENT / BOC
a R _-��--_--------- ---_-_ FM R`R ��\ \ =42.5' THIS PHASE
FM _ \ �
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- A\x I I PROPOSED l
\ 0 I 5' SIDEWALK (TYP) \ \
W ` ` t� / �T P) SE CROS WA >?g- \ \ \ \ \ \ \ \
W W I I I
W PR POSED STREET
-_�- - - - _ w BOC LI T (TYP.) \ \ \ \ �`V
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9
NOTE:
LEGEND:
SEE SHEET C2.11 FOR PROPOSED
CENTERLINE LINE AND CURVE TABLES
10
EXISTING WETLAND
ABBREVIATION LEGEND
TREE PRESERVATION AREA
/\
DE
DRAINAGE EASEMENT (PUBLIC)
11
30' TYPE B LANDSCAPE SCREEN - B-40
GE
PDE
GREENWAY EASEMENT (PUBLIC)
PRIVATE DRAINAGE EASEMENT
PGE
PRIVATE GREENWAY EASEMENT
+ + + +
PUE
PUBLIC UTILITY EASEMENT
GRAPHIC SCALE
+ + +
30' TYPE B LANDSCAPE SCREEN - B-75
SCMMAE SCM MAINTENANCE AND ACCESS EASEMENT
50
0 25 50 100
SDT
SIGHT DISTANCE TRIANGLE
0 0 0
STE
STREET TREE EASEMENT
1111
30' TYPE B LANDSCAPE SCREEN - B-225
VWDE
VARIABLE WIDTH DRAINAGE EASEMENT (PUBLIC)
0 L -
LE
LANDSCAPE EASEMENT
1 inch = 50 ft.
UNIT LEGEND
CA-R
CAPITOL, REAR LOAD
FA-R
FRAZIER, REAR LOAD
DE-F
DESIGNER, FRONT LOAD
CO-R
COTTAGE, REAR LOAD
ST-2C
STERLING, 2 CAR GARAGE
CL-2C
CLASSIC, 2-CAR GARAGE
SEE SEPARATE PLAN SET
FOR PUMP STATION #1
TOHS #17-29-PSS
\ Y
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12' EXISTING EOP LANE WIDTH NOT PART OF
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PROPOSED VARIABLE \ 12' EOP
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Job No.
Drawn By
02190372.20
WR
Date
Designer
02/06/23
WR
Revisions
1. TOHS COMMENTS ADDRESSED 03/03/23
2. FINAL RECORD DRAWINGS 4/18/23
Sheet No.
C2.1

DocuSign Envelope ID: 6970E74E-40AC-4FCB-9835-8599A52ED973
PDE
PC: 12+ 5.9- \s
2.5' VALL-_EY
8a5
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TRAIL (TYP)
PHASE ONE TRAIL ENDS HERE
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SHEET C
I I I I (
53 ( 54 55 I 56 I 57O 58 I I 59 I 60 ( 61
O O O
62
6.1 II i I I J I I I I I I I I I ELI w I w (TYP)
PT: 19+10.22 I I I I I I MCA-RL FR-RL F RL R=25' / o C/
LBOC ROC I I R=25' 28' 6' 29' 22' 29' 29' 22' -22' 1 /
R=25' 25' 19'
RT
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a �� R R R
CALVANDER LANE � ��a- -
ON 1 B VISIBILITY CROSSWALK (TYP.) cT` 18+�0 -�'il - � ��'128 R R
BOC (TYP)
IN 1A (5 �PUBLIC ROW) BOC ' PROPOSED 50 40
35,R=25' 5SIDEW(TYP) 29'
RW (TYP) - ( I
I
R=25' �N
R=25' PC: 15+07.22 11+p0 �AtV I I PDE
I PROPOSED o
i _,nI-�� R � R � - (51' Pug`'1C CD
ROvpROPOSE I HIG I I I I ( ( LIGHT POLE
18 W 14+00 W W- Wv� W� W C { +uI R� �Gx\ON 1P VISIBILITY CROSSWALK TYP) ( I I �ALVANDEF� LANE I2 GUTTER(TYP) I (TYP) M ( II
r� 4 _m- ; �� ' S V PROPOSED TOWN I (51 PUBLIC OW) PT: 28+80.06
R R R R eo+ R R R PARK PROPERTY LINE I 48 47 46 45 I i II
52 51 50 49
I \
m
o ST-2C
ST-2C ST-2C ST-2C
/ Z ID
I \
BOC (TYP) CO-RL ' BOC I D I z0' PDE I
+v+J 1A R=2510 I R=25' , � EA -FL
-
63 I I I I DJ -FL I -FL ( ( ( PC:28+22.70
ION 1 B R/W (TYP) BOC I
R=25' VWDE
115� R=25' I I o I � J I I - - - - - - - - - - - -F -
5 0 a - -
I + cS'
I-------- _
CORL------------------ \
J WQ II I 2.5' VALLEY ts �-I 115, PROPOSED
' \J PROPOSED HIGH r'I
J CURB &GUTTER W \ VISIBILITY CROSSWALK (TYP.)(TYP.) 8PUBLIC 30'MULTI-USE QCO-RL
P) CO-RL TRAIL EASEMENT (TYP) 5' SIDEWALK (TYP)W
�I
PROPOSED
/ v / - 11s_ I LLJ w / / PUBtte"70' ASPHALT \ i
/ MULTI -USE TRAIL (TYP)
N
W I I I I I III _ V) \ m
/ CO RL 66 A o I I Q W o
0 �
Il co
IQ �
CQ
II0 L0
III
I i0
PT: 27+17.33
Z J \
/ RETAINING WALL #10 I o lJ G \ ➢ 115' o
I + I U - I I _ PANY RIW ` / WITH SAFETY RAILINGS �p GREENWAY ENTRANCE PER
0
/ 115' I I Q I G 50' DIXIE PIPELINE C0643 ` - -
POCKET PARK 1 (n u1 I PG. \ - - - \
\ I I I cV DB 2758, \ - - - - - - - DETAIL HS341, SEE SHEET C8.1
- - - - - - - - - - - - I I I I I 22 \ !z
20' MULTI -USE TRAIL I - - F
EASEMENT (TYP) -I- NOT PART OF I I -�- I
TION 1 B - _ PUBLIC 10' ASPHALT CL-2C
I 50' DIXIE PIPELINE COMPANY R I t I I MULTI -USE TRAIL (TYP)
\
DB 2758, PG. 643 \ I
1
THIS PHASE- \ \ PUBLIC 30' MULTI -USE
PROPOSED HIGH \ 115
I / � x \ TRAIL EASEMENT (TYP) \ N�Oti p5 �
VISIBILITY CROSSWALK (TYP.) _ - - - - / / \ k \ \ 21 L6 d o
k ' A
POCKET PARK MAY CONSIST
OF, BUT NOT LIMITED TO, \
THE FOLLOWING ELEMENTS: - - -
-BENCHES
-PICNIC TABLES GREENWAY
ENTRANCE PER
SEE SHEET C2.13 FOR DETAILED
INFORMATION ON POCKET PARK 1
NOTE: 'nolliNFAFAFAVAi1
aITEW-7L (TYP) I o I - - - / � -1 +\ \ \ \ \ CL-2C ` c� \
j------------J +- I---- --- - /
i
' PUBLIC 10' ASPHALT \ �\ +\\ \ TOP OF BA
PROPONK \ \ 20
SED I ' - - - - - - - - - - - PUBLIC 30' MULTI -USE MULTI -USE TRAIL (TYP) \ + + \ N
5' BIKE LANE .. 115\
(TYP.) CO-RL 67 I TRAIL EASEMENT (TYP) \ \-j\4. \
II O I I + GREENWAY ENTRANCE PER \ \t \t \ \
I I GREENWAY ENTRANCE PER DETAIL HS341, SEE SHEET C8.1
t t \ 1
'. DETAIL HS341, SEE SHEET C8.1 I I FUTURE \ \ \ \
115, I TOWN PARK
_ CO-RL 68 I a I +/- 25 ACRES
SEE SHEET C2.11 FOR PROPOSED - - - - - - - - - - - - PARKING (TYP.) Ol I o I \ ` \ \
CENTERLINE LINE AND CURVE TABLES o 20' PDE
+ I -+ \ \\t \f \ \ \ N \ CL-
_ _ ---- - ---------- 11s I \ \ \
"'t I PROPOSED TOWN
\ \ \ \ I
LEGEND:
EXISTING WETLAND
TREE PRESERVATION AREA
30' TYPE B LANDSCAPE SCREEN - B-40
+ + +
30' TYPE B LANDSCAPE SCREEN - B-75
0 0 0
0 0 0 0
30' TYPE B LANDSCAPE SCREEN - B-225
UNIT LEGEND
CA-R
CAPITOL, REAR LOAD
FA-R
FRAZIER, REAR LOAD
DE-F
DESIGNER, FRONT LOAD
CO-R
COTTAGE, REAR LOAD
EM-FL
EMORY, FRONT LOAD
STR-FL
STRATF0RD, FRONT LOAD
fST-2C
STERLING, 2 CAR GARAGE
END OF ROAD BARRICADE
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
ti5 I I I I M I PARK PROPERTY LINE RECORD DRAWING NOTES:
I I > I
1 82 CO-RL I� elf I 115 I `II 20' PDE 1. THIS RECORD DRAWING SET OF PLANS IS BASED ON FIELD SURVEY PREPARED BY II
ND
O CO-
69 o I I PROPOSED OND CONDITIONS ORIGINALLY RMATION OAP ROVED BY THE OWN OF HOLLY SPRINGS UNWN HEREON IS COMPRISED OF EXISTING LESS I I
w I its- �v �I I I OTHERWISE NOTED. I I
-1 Loll
0Im I I FUTURE
u.l I 2. THE SANITARY SEWER AND STORM SEWER ASSOCIATED WITH CAROLINA SPRINGS PHASE 1,
Q UI I 12 81 CO-RL 0 0- 115 I I SECTION 1A HAVE BEEN PHYSICALLY SURVEYED AND THIS PLAN REPRESENTS, TO THE BEST OF TOWN PARK AREA I I
Q I I Q I� CO-RL 70 o I I OUR KNOWLEDGE, THE HORIZONTAL AND VERTICAL LOCATIONS OF THESE UTILITIES. I
111 I [ -115_ J I o I 3. THE WATERLINE INFORMATION SHOWN ON THESE PLANS IS FROM PERIODIC INSPECTIONS 25 AC
CONDUCTED THROUGHOUT THE CONSTRUCTION PHASE OF THE PROJECT. WITHERSRAVENEL (TO BE DEDICATED) I
o I v MAKES NO GUARANTEE OF THE SURVEYED ACCURACY OF THE WATERLINE SHOWN.
0
DE I N I M CO-RL r' J I 0115 I I . `. `ZAP 4. WITHERSRAVENEL IS NOT HELD RESPONSIBLE FOR INACCURACIES IN PLANS DUE TO SKETCHES
L,0. RPO PORT LANE CO-RL OR OTHER INFORMATION RECEIVED FROM CONTRACTOR(S) THAT DO NOT ACCURATELY 20' DE I I
/
6T BOC (TYP) I 1
z5' AccEss 4 • r ' REFLECT FINISHED CONSTRUCTION FIELD CONDITIONS. I
67' I
�� A R=25' I I `� �. `. `. /`���/ 5. IN STREETS AND UTILITIES LOCATED IN THE TRIASSIC BASIN AS SHOWN IN TOHS DETAIL HS356 \\ FEMA EFFECTIVE 100 YR I
z EOP (TYP) STREET K
R=27.5' ti "�� (WHERE TRIASSIC SOILS ON COMPRESSIBLE MINIATURE TRIASSIC SEDIMENTARY ROCK -LIKE MATERIAL I I
W W W - - - -+-as_ - - - _ / EASEMENT EXISTS) THERE WILL BE CERTAIN SPECIAL CRITERIA REQUIRED FOR ROADWAY CONSTRUCTION. \ \ / / I
_ I THE FOLLOWING MINIMUMS WILL BE REQUIRED OF DEVELOPERS: \ \ \ FEMA EFFECTIVE FUTURE
R R - - I I 1. PRE -QUALIFIED GEO-TECHNICAL FIRM APPROVED BY THE TOWN MUST BE ON SITE FULL TIME
R \ / \
R R WETLANDS (TYP) WHILE THE UTILITIES AND ROADWAYS ARE BEING CONSTRUCTED. \ \\ \ \ II II
-L - - - -M 2. DOCUMENTATION OF MOISTURE CONTENT, COMPACTION, DENSITY, GEOGRID DESIGN CRITERIA, \ \
67' 12 86 \ I ETC. MUST BE PROVIDED TO TOWN INSPECTOR.
10U1 �9 25' ACCESS tee. \ o I 3. ALL ROADWAYS WILL HAVE TO BE PROOF -ROLLED AT BOTH SUB GRADE AND STONE GRADE BY \ \ I TOP OF BANK (TYP.) II I
ems' A o EASEMENT TOWN INSPECTOR AS WELL.
51' PUBLIC BOC (TYP)
\ \ \ \
^ I o I RAN R=25, D TOWN °2 _ CO-RL I I 4. THE STANDARD ROADWAY CROSS-SECTION WILL BE WOVEN GEO-FABRIC DESIGN CRITERIA HP 270 \ \ \ PROPOSEJ '
+ OR EQUAL ON ENTIRE ROAD (AND MUST BE APPROVED BY THE TOWN OF HOLLY SPRINGS), 7" ABC I I
W i M F®(TYP) I I� 72 I I STONE, WITH ASPHALT COMPLETED IN STAGED CONSTRUCTION OF 2.5" I-19 ASPHALT AND 1.5" I PARK PROPERTY LINE I I
CO-RL R=25' PROPOSEiY�I I TEMPORARY BORE PIT AREA S9.SC IN STAGE ONE AND 1.5" S9.SC FINAL OVERLAY INITIAL ONE-YEAR WARRANTY WITH AN
i _115_ A_ I I 5' BIKE LANE (TYP.) I I I ADDITIONAL YEAR EXTENSION STARTING AFTER FINAL OVERLAY SHALL BE REQUIRED FOR
W I ROADWAYS. FOR THE EXTENDED WARRANTY PERIOD, IT WILL BE REQUIRED TO POST A BOND, LOC,
N I PT:12+62.00 its- I OR CASH FOR 50% OF ACTUAL COST OF ROADWAY (STORM DRAINAGE, CURB & GUTTER, I
L J I a CO-RL 78 I I SIDEWALK AND PAVEMENT). \ \ \ / 30' HOLLY SPRINGS I I
--[ LLI 4 CO-RL 73 m 5. WHERE MANHOLES ARE LOCATED IN STREETS IT WILL BE REQUIRED TO HAVE SUITABLE OFF -SITE \ CAFE FEAR BUFFER
ul
J N I I OZ I STRUCTURAL MATERIAL OR ABC STONE TO BACKFILL AROUND EXCAVATION OF MANHOLES UP TO I I
W I�� 112' LE (TYP) I I SUBGRADE. \
Q U I - I U 6. AN ADDITIONAL FOOT OF STONE WILL BE REQUIRED 10' EITHER SIDE OF MANHOLE FOR ENTIRE \ \ \\ \ m
Q m I I w I WIDTH OF ROADWAY. I n
77 117 o N CO-RL ADDITIONAL MEASURES MAY BE DEEMED NECESSARY BY THE TOWN PENDING SEVERITY OF THE SOILS.
jn {� I a O / o_ I THE PAVEMENT THICKNESS OF ANY STREET SHALL, AT A MINIMUM, EQUALTHE DESIGN SHOWN IN THE I O
74 I STANDARD DETAILS SECTION OF THESE STANDARDS FOR THE VARIOUS STREET WIDTHS. \ \ \ I I Z
PI: 10+0 o CO-RL a I APPROVED PAVEMENT DESIGN METHODS INCLUDE THOSE AS PROPOSED BY NCDOT, THE 1986 AASHTO \ \ I I D
TSCAPE 03' GUIDELINES AND THE 1981 ASPHALT INSTITUTE MS 1 DOCUMENT. \ \
I- I THE AASHTO METHOD WILL REQUIRE USE OF A TERMINAL SERVICEABILITY INDEX OF 2.0 FOR \ I
_ PT: 11+64.81 COLLECTORS AND 2.5 FOR THOROUGHFARES, SO = 0.49 FOR FLEXIBLE PAVEMENT AND SO = 0.39 FOR \ \ \ \
I RIGID PAVEMENTS, AND A RELIABILITY OF 9801 FOR THOROUGHFARES AND A RELIABILITY OF 95% FOR
COLLECTORS. \ \ \ I
CO-RL _ - I -� ALL STREETS MAINTAINED BY THE NCDOT MUST RECEIVE APPROVAL OF THE PAVEMENT DESIGN FROM
PROPOSED MONUMENT oC•7 75 pC ^' o NCDOT PRIOR TO THE BEGINNING OF CONSTRUCTION. NORMAL CROWN FOR THE PAVEMENT SECTION
RAN=30 \ 1
R �* O �lx �Z SHALL BE %"/FOOT, EXCEPT AS APPROVED FOR SUPERELEVATED CROSS[ 11SECTI0NS \ \ \ I I
- FM R - EASEMENT /BOC
- FM R`R ���\ \ =42.5' 4
oft __1
FM i CV L/
'�% / Cr
PROPOSED CROSSWA ommmm Q
! \` \ > / (TYP.) PROPOSED STREET�111
\BOC R=42.5' LIGHT (TYP.) /
SR 1154 _ w00 ��
C
- r0"0 � R R/W
-- - REEK ROAD \ �' °°° v �iyr R=30' , / BOC (TYP) X
----- --- �� \ \ Op \ - R=28'
SR 5- \s. \ \ EOP (TYP)
4 - WOOps � � �� �
(EXISTING 60� PUBLIC I�/ CC n v v o PROPOSED TOWN
RCC�\�OAD � � � o C38 PARK PROPERTY LINE
295) _
� 11
11 �1 11
19 ` 1
2C PC•, 24+83.96 '
115 I
18
CL-2C
115
17
CL-2C
115
16
CL-2C
115
15
CL-2C
115 -L O
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14 Q J
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CL-2C 0 CL
115' U i
13
CL-2C
115
12
CL-2C
115
11
CL-2C -
115
10
CL-2C
I 11
1 II
1
\\ 1 I\ II I GRAPHIC SCALE
50 0 25 50 100
1 inch = 50 ft.
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Job No.
Drawn By
02190372.20
WR
Date
Designer
02/06/23
WR
Revisions
1. TOHS COMMENTS ADDRESSED 03/03/23
2. FINAL RECORD DRAWINGS 4/18/23
Sheet No.
C2.2

DocuSign Envelope ID: 6970E74E-40AC-4FCB-9835-8599A52ED973
\
\
20' SCMMAE O\ J
/
/ / I
/
4.
/
\ 01
20' SCMM/
lip
BACKWATER
EASEMENT
/ DECORATIVE FENCE. SEE
DETAIL HS012 ON SHEET C8.2
I
i
l Or
/ I
i O
1
_ '
30' DE — \
STD 2.5' CURB & GUTTER
BOC (TYP) '
R=95' • '
d° \ `
\\ \ I \ \ ZO' DE
W W W W W W W W W W W W W W W W W W
\ $
VWDE \/ LI
°' /
/�tp �`, � \ / V• W W W .V W W W W W W W W W W W W W W V
LE
(TYP) 172 / •. r S5, \ O ` / 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 V
O710,\/
/ NOT PART OF
(TYP)
R=25' \J THIS PHASE
,•• W W W
BOC (TYP) CQ' Q PROPOSED 7
7
0'
R=25' v ^CROSSWALK ( \
� FLOODWAY
,••\ \ 167 \ / / W W W W W W W W W W W W W W W W W W W W
\ .ST-FIL RETAINING WALL #2 W W W W W W W W W
WITH SAFETY RAILINGS
'.r •• \ / / �°j� FUTURE FW 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 V
^D• \ 166 \ \ / PER APPROVED
v BOC P) CLOMR W W W W W W W W W W W W W W W W W W W W W W W W -4
\ / W W W
\ / R=25' \ / / / W W W W W W W W W W W W •Y W W W W W W W W W W V
\ I 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
\\ / 20' DE / 10' RETAINING WALL W W W W W W W W •Y W W W W W W W W W W W W W W J
EASEMENTAV 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 V
\ / / PHASE 2 ENDS HERE / I OO W W W W W W W W W W W W W W W W W W W W W W W W
�X PR 03ED HIGH �' as, / / / 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 J
fV IBILITY C WALK (TYP.) • ,'• _ SF / b / W W W W W W W W W W W W W W W W W W W W W W W W
•f C 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 J
PROPOSED T�o7y4 SEE SEPARATE CAROLINA SPRINGS BLVD. /
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
LI T POLE (TYP.) %\ \ W W W W W W W W W W W W W W W W W W W W W W V
C (TYP 1 \ S% C�/oy� BRIDGE AND BOARDWALK PLAN SET / /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
FOR MORE INFORMATION
•.V (� \ SHOWN FOR REFERENCE ONLY
' /�%I••••SS ,V`• /�/\��-] A / .Y W W W W W W W W W W W W W W W W W W W W ``W11 W W W�
A
/ (3 �QV / 20' PDE W�
39' •\ \ W W W W W W W W W W W W W W W W W W W
\ Yl/ +I W W W W W W W W W W W W W W W W W W W W W
\ ° '� W W
D�
\ \ RIW (TYP v
W W
f 0 \ R-25' ` •• • / /,4 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
i, \\ gay -♦ / W W W W W W W W
\\ ` 0 \ / 5' SIDEWALK, BIKE LANES AND BRIDGE W W W W W W W W W W
\\ \ WILL BE PART OF A SEPARATE PROJECT W W W. W W W W W W W W W W W W W W
\ \
I^ \\ •\ TOHS #17-26-06 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
\'0• S-FL / \ • / W W W W W W W W W W W W W W W W W W W W /
\ 163 IN\ /
\ / I / / W W W W W W W W W W W W W W W W I r
'• .Z• L•' W W W W W W W W W W W W W W W 1
/ �� ( ! / W W W.• •k W v( W W W W W W W W W W W W
j�0• // / \ � W W W W W A W W W W W W W W W W W
162 \ \ 20 \ W W W W W• W W W W W W W W W W W
PDE \/ / / j/ W W W W• '•WW W W W W W W W /
\r W W W W W •, •W •K W W W W W W W W \��� I /
'/\ SFC�/n. _ ,/ // ` -/ / \ L 1 W W W W W W W W W •• •W' W: .` W W I
W W W W C W W W W I
• e a \ /
STR-FLU
158 \
30' HOLLY SPRINGS
CAPE FEAR BUFFER
/ 20'DEJ
/
/O � \
1 DECORATIVE FENCE.
/ \ -SEE DETAIL HS012 20' PUE
ON SHEET C8.2
LE
(TYP)
/ / I VARIABLE WIDTH
PUBLIC I I EASEMENT
ASEM
��— RETAINING
\ WALL #4 WITH
\ SAFETY
�\ RAILINGS
�\ I 20'F
\ I
J �
/
UNIT LEGEND
CA-R
CAPITOL, REAR LOAD
FA-R
FRAZIER, REAR LOAD
DE-F
DESIGNER, FRONT LOAD
CO-R
COTTAGE, REAR LOAD
EM-FL
EMORY, FRONT LOAD
STR-FL
ISTRATFORD, FRONT LOAD
ST-2C
I STERLING, 2 CAR GARAGE
10' RETAINING
WALL EASEMENT
RETAINING WALL #3
WITH SAFETY RAILINGS /
EFFECTIVE 100 Y \ \
100 YEAR
20' TOWN OF HOLLY SPRINGS
PUBLIC UTILITY EASEMENT
LEGEND:
/ / � �W �/W W W • W- W W W W � \ � I
/ /TOP OF BANK / �\ W J. W YezICRu e0, _—
FLOODWAY / / W W W '• /`/�- r
01
/ W W
/ / W W ` \•
/ W W Wa \• —
/
/ W I
/ \r'
EXISTING PROPERTY LINE
W W I •t •`
/ W
`W W
W W W W W W
\ W r/AIIh� 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
\ Iy W W Wv�V
EXISTING WETLAND
TREE PRESERVATION AREA
30' TYPE B LANDSCAPE SCREEN - B-40
+ + +
30' TYPE B LANDSCAPE SCREEN - B-75
0 0 0
Q Q Q Q
30' TYPE B LANDSCAPE SCREEN - B-225
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 (24 total sheets in this set). I certify that
all of the information provided is field -verified as -built information.
6p6000000000000
a C A R
6op4600600000000°
N C A R 0°°00
6p606 D°OO°O
pppp0000ppp `/ 000
(Seal) o = pFESS/pit°/°po ' o
0�0��
6�0 00p0000000000 `/ 119
- o
DocuSi db
9ne y:
I�Jt,Wamitn, �a� byu
4/27/2023
o°
d o Q� �9 °o o
oo= oO0�FESS/pit/°,o
d 000
Q�` `9� �o ofPISf�istered Land Surveyor
Date
o SEAL r o o
e g SEAL o e DocuSignedby:
(Seal)-, o y L 4390 0 0 0
0 0 033840 o d
Luis M is v
4/26/2023
oa'� pp�p SURv��o o ti
1, �,G//� oF�,O NE��oo0�ob Igh�&LF F`fofessional Engineer
Date
000 Op 0000 0000 000 660
�MM P
°O00°°oO At
000 1 %00000000000
°OOOQO°r
E . O p406o6
00Q0°6°°
000 M.B 6�000
Acceptance by Construction Inspector
Date
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"
S93C IN STAGE ONE AND 1.5" S9.SC 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 %"/FOOT, EXCEPT AS APPROVED FOR SUPERELEVATED CROSS[ 11SECTI0INS
FEMA 100 YEAR
FLOODPLAIN
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SEE SHEET C2.11 FOR PROPOSED
CENTERLINE LINE AND CURVE TABLES
co
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30 0 15 30 60
1 inch = 30 ft.
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Job No.
Drawn By
02190372.20
WR
Date
Designer
09/06/23
WR
Revisions
1. TOHS COMMENTS ADDRESSED 03/03/23
2. FINAL RECORD DRAWINGS 4/18/23
Sheet No.
C2.9

DocuSign Envelope ID: 6970E74E-40AC-4FCB-9835-8599A52ED973
UNIT LEGEND
CA-R
CAPITOL, REAR LOAD
FA-R
FRAZIER, REAR LOAD
DE-F
DESIGNER, FRONT LOAD
CO-R
COTTAGE, REAR LOAD
EM-FL
EMORY, FRONT LOAD
STR-FL
STRATFORD, FRONT LOAD
ST-2C
STERLING, 2 CAR GARAGE
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)
UrUUI'CHI ivt rtNut. Stt /
2.5' VALLEY CURB & GUTTER DETAIL HS012 ON SHEET C8.2
SECTION 2 I P +43 p p - - T -
- - - - - - - - - - - - - - - - - - - - - 14 00
SECTION 1A • ' '' `• •' '
I R=35.5'.. / - - - - + 143 13 i 00 - - �T -
9' CURB I - T
RANSITION30+64
I (TYP.) / _
PC: 0+87.43 x / A LEY 0 JOC (TYP)
LE 25' ACC SS EA EMENT
I I I (TYP)
62
( I I PDE
I v W (TYP)
J I CA-RL �FR-RL F -RL R=25'
�I-- J I L BOC
R=25' 6' 29' 22'
zz' zz' za'
25'_ 19, f
W Wo W +. W 21+0L20 W W W 22+00 W 23++(
L'�00 W W - �f�
1 +00 = o �if�� }�-��f�.��� R R R
o R R R R R
-f 128' R R F
2'
29' - 36, 35' 50' 50, 40' 24
2\�
I � � PDE A%
I
PROPOSED
OPOSEgHIG ( (LIGHT POLE
PALVANDEqLANE (2.5' STD CURB & (TYP)
SWALK TYP)
M
(51' PUBLIC OW) GUTTER (TYP)
I 48 _ 46 PT: 45 80.06
47 I .
m 52 51 50 49
Z ST-2C ST-2C ST-2C ST-2C
I 20' PDE
DJFL I EMI -FL ( ( I I PC: 28+22.70
I I I I
40. �54'
r2T 30'
i
fi - - - - - J
/ \ bE ROADWAY SECTION
"CROSS-SECTION E" ON SHEET C8.0
_ PROPOSED HIGH -
PUBLIC 30' MULTI -USE \ VISIBILITY CROSSWALK (TYP.)-
TRAIL EASEMENT (TYP) PROPOSED
5' SIDEWALK (TYP)
KIC TO' ASPHALT ALT \ - G G - -
1-USE TRAIL (TYP)
m
�G o
\ z -
RECORD DRAWING NOTES:
Y P01 ➢ 116
GREENWAY ENTRANCE PER
DETAIL HS341, SEE SHEET C8.1 \ _
I
1. THIS RECORD DRAWING SET OF PLANS IS BASED ON FIELD SURVEY PREPARED BY
I
- 22
WITHERSRAVENEL. INFORMATION SHOWN HEREON IS COMPRISED OF EXISTING AND
1 1
PROPOSED CONDITIONS AS ORIGINALLY APPROVED BY THE TOWN OF HOLLY SPRINGS UNLESS
OTHERWISE NOTED.
PUBLIC 10' ASPHALT CL-2C
MULTI -USE TRAIL (TYP)
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
/15
OUR KNOWLEDGE, THE HORIZONTAL AND VERTICAL LOCATIONS OF THESE UTILITIES.
PUBLIC 30' MULTI -USE
TRAIL EASEMENT (TYP)
3. THE WATERLINE INFORMATION SHOWN ON THESE PLANS IS FROM PERIODIC INSPECTIONS
21
CONDUCTED THROUGHOUT THE CONSTRUCTION PHASE OF THE PROJECT. WITHERSRAVENEL
\
MAKES NO GUARANTEE OF THE SURVEYED ACCURACY OF THE WATERLINE SHOWN.
\ \ CL-21
\ \
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.
\
TOP OF BANK \
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"
S93C IN STAGE ONE AND 1.5" S93C 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
\ \ I
SUBGR
\ \
I
6. AN ADDITIONAL FOOT OF STONE WILL BE REQUIRED 10' EITHER SIDE OF MANHOLE FOR ENTIRE
\
WIDTH OF ROADWAY.
\ FUTURE I
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
\ \ \ TOWN PARK AREA I
STANDARD DETAILS SECTION OF THESE STANDARDS FOR THE VARIOUS STREET WIDTHS.
\ \ \
APPROVED PAVEMENT DESIGN METHODS INCLUDE THOSE AS PROPOSED BY NCDOT, THE 1986 AASHTO
' 25 AC
GUIDELINES AND THE 1981 ASPHALT INSTITUTE MS 1 DOCUMENT.
THE AASHTO METHOD WILL REQUIRE USE OF A TERMINAL SERVICEABILITY INDEX OF 2.0 FOR
\ \ (TO BE DEDICATED)I
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.
\ \ \ \ 20' DE
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 %"/FOOT, EXCEPT AS APPROVED FOR SUPERELEVATED CROSS[ 11SECTI0NS
\ FEMA EFFECTIVE 100 YR
\
\ \ -
NOTE:
\ \ � � \ FEMA EFFECTIVE FUTURE I
SEE SHEET C2.11 FOR PROPOSED
�
FUTURE PUBLIC 10' ASPHALT \ \ \ I \
CENTERLINE LINE AND CURVE TABLES
I
MULTI -USE TRAIL TO BE \ \ \ 1 \
CONSTRUCTED BY LENNAR
FUTURE PUBLIC 20' MULTI -USE TRAIL EASEMENT
\\\\ \
TO BE CONSTRUCTED BY LENNAR \
\
LEGEND:
\\ \
I
\ \
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
\ \ \
\ \
SHEET KEY MAP
\
7
4
8
I
5
1 I
1
3
6
9
1 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
1
I
Standards is provided on this set of as -built drawings (24 total sheets in this set). I certify that
I
2
10
all of the information provided is field -verified as -built information.
1
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4/27/2023
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Date
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4/26/2023
1 I
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Acceptance by Construction Inspector
Date
I TOP OF BANK (TYP.) I ,
\ I
\ PROPOSED TOWN
PARK PROPERTY LINE I
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30' HOLLY SPRINGS II
CAFE FEAR BUFFER
� II
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DECORATIVE FENCE. /
SEE DETAIL HS012
ONSHEETC8.2
�\ /� 20'PUE I
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23}71.62 I I
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31'
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50' OF 18" STEEL
ENCASEMENT FOR
_ GAS LINE CROSSING -
O� SCM ACCESS AND
d I Cx_' coMAINTENANCE EASEMENT G I
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I m _G 50' DIXIE PIPELINE C0643 I /
I O- DB 2758, PG.
_ GREENWAY STUB TO B$
I QLo EXTENDED WITH BRIDGE AN�
BOARDWALK PROJECT
� IN, I I
- 10' ASPHALT MULTI -USE \ \ \ \
PT: 27+17.33 TRAIL (TYP)
N, PROPOSED 20' MULTI -USE TRAIL \ \
0 5' SIDEWALK (TYP) EASEMENT (TYP) \ \ \ \ I
PROPOSED
Cc STREET \ \ \ \ \
z LIGHT POLE / \ \s
(TYP) I15
\ 20'DE
CL-2C \ \ FEMA EFFECTIVE
100 YEAR
G• � r.�prn / rn
\ ° \ 30' TOWN OF HOLLY SPRINGS \ \
o PT: 25+69.14 \ \ PUBLIC UTILITY EASEMENT \ \
d \ /
CL-2C �\ \
CL-2C d \ I
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18 -115
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-116
31' B I CL-2C I 20'DE
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Job No.
Drawn By
02190372.20
WR
Date
Designer
02/06/23
WR
Revisions
1. TOHS COMMENTS ADDRESSED 03/03/23
2. FINAL RECORD DRAWINGS 4/18/23
Sheet No.
C2.1 0

DocuSign Envelope ID: 6970E74E-40AC-4FCB-9835-8599A52ED973
LEGEND:
0 0 0
0 0 0 0
12' EXISTING EOP LANE WIDTH
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
� I
\� I
\ 1
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II
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FUTURE PUBLIC 10' ASPHALT
MULTI -USE TRAIL TO BE
CONSTRUCTED BYLENNAR
FUTURE PUBLIC 20' MULTI -USE
TRAIL EASEMENT TO BE
CONSTRUCTED BYLENNAR
I
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EXIS
100 YEAR F
I �
x
PROPOSED LOCAL \
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E/XISTING STREAM
100 YEAR FLOODPLAIN \
\ IN,
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SEE WOODS CREEK
ROAD IM IMPROVEMENTS PLAN
SET FOR ADDITIONAL
IMFORMATION
\ ti�ti
\ \ y
PROPOSED VARIABLE
WIDTH UTILITY EASEMENT \ ��
SHEET KEY MAP
85' PROPOSED R/W
12' EXISTING EOP LANE WIDTH
EE RKA PLANS IN THE APPENDICES OF THIS SE
�
REFERENCE TO THE ROAD WIDENING D
UNIT LEGEND
CA-R
CAPITOL, REAR LOAD
FA-R
FRAZIER, REAR LOAD
DE-F
DESIGNER, FRONT LOAD
CO-R
COTTAGE, REAR LOAD
EM-FL
EMORY, FRONT LOAD
STR-FL
ISTRATFORD, FRONT LOAD
ST-2
I STERLING, 2 CAR GARAGE
Line Table
Line #
Length
Direction
L2
492.13
S60° 28' 08"E
L4
108.43
N30° 55' 50"E
L5
789.04
N 01 ° 36' 01 "E
L6
240.40
N34° 11' 54"E
L7
527.00
N 01 ° 34' 51 "E
L8
556.43
N42° 40' 20"E
L9
756.20
N05° 12' 57"W
L10
73.68
N29° 01' 21"W
L11
105.37
N08° 11' 54"W
L12
184.89
N01 ° 37' 32"W
L13
157.83
N51 ° 03' 03"E
L14
315.74
N29° 31' 52"E
L15
588.72
N01 ° 44' 16"E
L18
507.22
S88° 23' 59"E
L19
132.70
N74° 30' 00"E
L20
461.41
N88° 22' 28"E
PROPOSED CENTERLINE
LINE AND CURVE TABLES
Line Table
Line #
Length
Direction
L22
241.53
S01 ° 36' 01 "W
L23
240.36
S34° 11' 54"W
L24
84.49
S01 ° 34' 51 "W
L26
268.98
S01 ° 36' 01 "W
L27
236.11
N01 ° 45' 48"E
L28
597.61
S88° 15' 44"E
L31
581.91
S88° 15' 44"E
L32
315.78
S60° 28' 08"E
L33
205.27
N01 ° 36' 01 "E
L34
240.38
N34° 11' 54"E
L35
120.73
N01 ° 34' 51 "E
L36
148.38
N21 ° 06' 41 "E
L37
708.92
N 01 ° 36' 01 "E
L38
122.50
S68° 51' 42"E
L40
150.26
S01 ° 36' 01 "W
L41
297.02
N 01 ° 36' 01 "E
Curve Table
Curve #
Radius
Length
Chord
Length
Chord Direction
C1
300.00
145.53
144.10
S74° 21' 56"E
C2
300.00
153.57
151.90
N16° 15' 55"E
C3
300.00
170.68
168.39
N17° 53' 57"E
C4
300.00
170.78
168.49
N17° 53' 22"E
C5
300.00
94.22
93.83
N07° 25' 00"W
C6
205.00
171.34
166.40
N18° 43' 41"E
C7
205.00
85.18
84.57
N17° 07' 09"W
C8
205.00
74.51
74.10
N18° 36' 38"W
C9
500.00
57.36
57.33
N04° 54' 43"W
C10
205.00
1 188.47
181.90
N24° 42' 45"E
C11
205.00
1 77.00
76.54
N40° 17' 27"E
RECORD DRAWING NOTES:
Line Table
Line #
Length
Direction
L42
87.43
N01 ° 37' 32"W
L43
346.08
N88° 22' 28"E
L44
457.23
S88° 17' 52"E
L45
426.73
N88° 15' 44"W
L46
458.88
N60° 28' 19"W
Curve Table
Curve #
Radius
Length
Chord
Length
Chord Direction
C12
205.00
99.44
98.47
N15° 38' 04"E
C13
500.00
149.23
148.67
N83° 03' 00"E
C14
500.00
121.08
120.78
N81° 26' 14"E
C15
304.00
172.96
170.64
S17° 53' 57"W
C16
296.00
168.51
166.24
S17° 53' 22"W
C17
300.00
145.53
144.10
S74° 21' 56"E
C18
300.00
170.68
168.39
N17° 53' 57"E
C19
300.00
170.78
168.49
N17° 53' 22"E
C20
150.00
51.08
50.83
N 11 ° 21' 21 "E
C21
35.50
1 55.76
50.20
N43° 22' 28"E
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" 1-19 ASPHALT AND 1.5"
S93C IN STAGE ONE AND 1.5" S93C 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 %"/FOOT, EXCEPT AS APPROVED FOR SUPERELEVATED CROSS[ 1]SECTI0INS
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 (24 total sheets in this set). I certify that
all of the information provided is field -verified as -built information.
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GRAPHIC SCALE
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Job No.
Drawn By
02190372.20
WR
Date
Designer
02/06/23
WR
Revisions
1. TOHS COMMENTS ADDRESSED 03/03/23 I
2. FINAL RECORD DRAWINGS 4/18/23
Sheet No.
C2.11

DocuSign Envelope ID: 6970E74E-40AC-4FCB-9835-8599A52ED973
z
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— R R — — — R RWCiR�t— �— \
---- • --- FM--- ---FM R F � 6 �
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1
LELAND CREST DRIVE F\\�� RWLV / THIS PHASE 1 11 11
(82' PUBLIC ROW)
r _
� W — - 43" � � _ � RIWLV \ \ \ \ 30'X10' BORE PIT / II I II I
W
4
— — — — — — — — W ` \ (2) 12'GV R \ \ FH 05
— -- -- — (1) 6" GV 2704 `� /� / I I 1
AIR RELEASE VALVE --- — ---- �� \ W RWLV(`.
SR 1154 - Woop - - - - - 43009 \ R / C • ` • ` • ` • \ 1 I I
DF 51 R PART
OF E51 PROJECT (EXISTING 60� PUBLIC R� CREEK ROgp - � i ��� � wv
\\\ \ 11 11
\\ \ \ \ I
pB• 9264 PG• 295) 43010 � 1
WV
1 12"X12"X8" TEE \ \\ V A 1 11
(2) 12" GV
(1) 8e GV) 430N/Ov ♦\ `.Q \\ \ O ' \ I I \
10'X20' RECEIVING PIT \ \ ♦ ` \ \ \ \ \ \ II 1 \ I
BORE AND JACK 65' OF 8" DIP
WATER LINE WITH AN 20" STEEL
ENCASEMENT PIPE
TEMPORARY CONSTRUCTION \ \ ♦ A \ \ \ \ \ II I II
EASEMENT \ \ ♦ \ c \\ \ \\ \ I i I I
RECORD DRAWING NOTES: \ ♦ \ \ I I I
1. THIS RECORD DRAWING SET OF PLANS IS BASED ON FIELD SURVEY PREPARED BY \ \ \ \\ I I I I
WITHERSRAVENEL. INFORMATION SHOWN HEREON IS COMPRISED OF EXISTING AND 12' EXISTING LANE WIDTH \\ \
♦ \ \ \ I I I
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, \ \ \ \ \ \ \ \ 8" PVC FORCEMAIN TO TIE INTO MH 378 I I I I
SECTION 1A HAVE BEEN PHYSICALLY SURVEYED AND THIS PLAN REPRESENTS, TO THE BEST OF \ \ \ \ AS A SEPARAT ROJECT
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"
S93C IN STAGE ONE AND 1.5" S93C 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
v ♦ v ,� v :i'� I I I I
v � ♦ v� w v� I I I I
60' EXISTING R/W
♦ \ \ I I I I
\ I I I
EXISTING BOUNDARY/WOODS
CREEK ROAD CENTERLINE
I I I I
43006A ♦ \ \ \ \ �� / /
FH
OR CASH FOR 50% OF ACTUAL COST OF ROADWAY (STORM DRAINAGE, CURB & GUTTER, PUD BOUNDARY \ ♦ ♦ \ \ \ \ / E�IST�QG STREAM
SIDEWALK AND PAVEMENT). I \ \ \ TEMPORARY CONSTRUCTION /
5. WHERE MANHOLES ARE LOCATED IN STREETS IT WILL BE REQUIRED TO HAVE SUITABLE OFF -SITE \ \ \ EASEMENT
STRUCTURAL MATERIAL OR ABC STONE TO BACKFILL AROUND EXCAVATION OF MANHOLES UP TO FHA (TYP) \ \ 'Li
43007
6. AN ADDITIONAL FOOT OF STONE WILL BE REQUIRED 10' EITHER SIDE OF MANHOLE FOR ENTIRE WV
WIDTH OF ROADWAY. A V ♦ \ \ \ / /
ADDITIONAL MEASURES MAY BE DEEMED NECESSARY BY THE TOWN PENDING SEVERITY OF THE SOILS. \ ♦ \ \ \ \ / /EXISTAG LOCAL
THE PAVEMENT THICKNESS OF ANY STREET SHALL, AT A MINIMUM, EQUAL THE DESIGN SHOWN IN THE \ ♦ \\ \ \ / OdYEARYLOODPLAIN
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. l�
THE AASHTO METHOD WILL REQUIRE USE OF A TERMINAL SERVICEABILITY INDEX OF 2.0 FOR \ \ \ J
COLLECTORS AND 2.5 FOR THOROUGHFARES, SO = 0.49 FOR FLEXIBLE PAVEMENT AND SO = 0.39 FOR \ \ \ ♦ \ \ \ I x
RIGID PAVEMENTS, AND A RELIABILITY OF 98% FOR THOROUGHFARES AND A RELIABILITY OF 95% FOR \ \ \ I
COLLECTORS. \ \ /y ♦♦ \ \\ I I 1 C
ALL STREETS MAINTAINED BY THE NCDOT MUST RECEIVE APPROVAL OF THE PAVEMENT DESIGN FROM \ \ \\ I L \\ \ \
NCDOT PRIOR TO THE BEGINNING OF CONSTRUCTION. NORMAL CROWN FOR THE PAVEMENT SECTION \ \ \ \ x \ \
SHALL BE %"/FOOT, EXCEPT AS APPROVED FOR SUPERELEVATED CROSS[ 11SECTI0NS
\ \ \ ♦\ \ \ \ \ 12" PVC RECLAIMED PROPOSED LOCAL\ \ \ \ \ \ \
\ \ /L ♦ \ \ WATER LINE (TYP) 100 YEAR FLOODPLAIN \ \ \ \ \ \
UTILITY ABBREVIATION LEGEND
FHA
FIRE HYDRANT ASSEMBLY
BOA
BLOWOFF ASSEMBLY
GV
GATE VALVE
RED
REDUCER
\ \
43010 `� \
WV \
(1) 12"X12"X8" TEE
(1 G (1 43008
(1) 8" GV)) WV
1O'X20' RECEIVING PIT \
BORE AND JACK 65' OF 8" DIP \ \
WATER LINE WITH AN 20" STEEL \ \ \
ENCASEMENT PIPE \
TEMPORARY CONSTRUCTION \
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 (24 total sheets in
this set). I certify that
all of the information provided is field -verified as -built information.
6a6ag0000000000
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4/27/2023
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Date
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4/26/2023
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\ \ \ \ PUBLIC UTILITY EASEMENT \ \ \
\ 1
\\ ♦�\\\ \\ \\� FHA (TYP) I I I I
10003
FH
12" DIP \ \ \ \ \� k" BO)AND 2" GV EMOtD
WATER LINE (TYP) A \ \ \ tND WbTERLINES TTENgED
65LF JACK V ♦ A\ \ V i V I I
AND BORE
�\ \ \ \ MH378 TO BE INSTALLED AS/PART
43005 I I I
WV \ \ \ \ \� OF PUMP STATION PROJECT ANDI I
\ V A V A MUST BE EPDXY�OATEJ I
THIS SECTION OF WATERMAIN
\ \ ♦ \ Q \ \ AND RECLAIMED WATERMAIN TO
\ \ \ \ \ BE CONSTRUCTED WITH THE,, /
\ \ ♦ ♦ \ \ ��� \ V A CAROLINA SPRINGS BLVD AND / /' MH 378
INFRASTRUCTURE PLANS / / 502A
378
20,
0 DE
60' EXISTING RIW
2707
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EASEMENT \
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II
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II
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20' DE
I
12" DIP
WATER LINE (TYP)
5.35'
6" PVC RECLAIMED
WATER LINE (TYP)
50053
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FOR PUMP STATION #1
/ TOHS #17-29-PSS
/--M H 7
�_//— 50247
NOT PART OF SSMH377
12' EXISTING EOP LANE WIDTH 43003
WV THIS PHASE
REMOVE TEMPORARY BLOW -OFF ASSEMBLY
Q
AND CONNECT NEW 12" DIP WATERLINE 43004 n 1
BO \
THIS SECTION OF WATERMAIN TO BE \ \
CONSTRUCTED WITH THE CAROLINA SPRINGS
BLVD AND INFRASTRUCTURE PLANS
GRAPHIC SCALE
50 0 25 50 100 12' EXISTING EOP LANE WIDTH
di
1 inch = 50 ft.
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Job No.
Drawn By
02190372.20
WR
Date
Designer
02/06/23
WR
Revisions
1. TOHS COMMENTS ADDRESSED 03/03/23
2. FINAL RECORD DRAWINGS 4/18/23
Sheet No.
3.1

DocuSign Envelope ID: 6970E74E-40AC-4FCB-9835-8599A52ED973
z
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(1) 8" TEE I FIDE MH 238
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(1) 2" BOA I 232 - T7 I-
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(1) 2" BOA `►
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RWV 1 50552
PROPOSED 1" IRRIGATION WATER METER RECLAI
(1) 8" CROSS CALVANDER LAN AND RPZ WITH TEMPORARY PLUG
(4) 8" GV PURPLE PIPING SIGNAGE REQUIRED
(51' PUBLIC ROW) L 84.4' 04
4" PVC SCH4
2" WATER METER
AND RPZ WITH
TEMPORARY PLUG
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505 z7.az' LWV R(1) 2" BOA W W m __� Q 66.31' 50457 W
W W
(1) 2" GV FHA (TYP) z z W W SSMH2O3 sa SS N 1ja �51 Pu 1
MH AND SEWER STUB TO R R 17.45' ' O 50557 50553 5.92' 50452 W •MH 2O3- W W R/ SEG��O
BE ADDED TO PH1 FOR R _ U R 148.8A 202
FUTURE SEWER UNDER �- I R R F/5 w WV
25.73 R RR R 8 PVC
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ROAC (1) 6"TEE / _ - -- _ �sa.SoF 50555 93* -
(3)6"GV CALVANDER LANE 5132' _ 50458 1
(1) 2" BOA 50558 5 RWV 1
R A44.23' 50453 � � ' SSMH2O2 I- (1) 2" GV RWBOV 1
(51 PUBLIC ROW) 1 1 WV N PROPOSED 1" RWL IRRIGATION SERVICE
FUTURE SERVICES FOR DE .-� I I LE (TYP) 85 FHA (TYP) 63 I ' WITH 1" CORP STOP
PH 2 TO BE INCLUDED PROPOSED 6" C900 PVC o /
Z I I MH 2 , 5 3/4" WM (TYP) SECTION 1 B J
IN THIS PROJECT RECLAIMED WATER LINE (TYP) LLJ_ __ 30' PUE
4" CO (TYP) _ �
Co w l I 84 SECTION 1 B 3/4" RWM (TYP)
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20' MULTI -USE TRAIL -- -- - - -
� 3.
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DB 2758, PG. 643 I \ \ \ d
\ �
• I I K, IN, PUBLIC 30' MULTI -USE \ \ 50023WM 20
- G - _�� + I _ - / \ \ TRAIL EASEMENT (TYP) \ \ 21 CO .41' z. \dAG
I ---------- - - I 50'UE
I -- - - - - - - - I --- /\ \� \ \ \ 544 \
-- - - - - - - - - / \ \ t 50022
RWM 50W 5 0a d
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TOP OF BANK \\ \ 20 50 CO 165,
- - - - - - - - - - _ _ _ _ - - PUBLIC 30' MULTI -USE \ \t \t \ 50026 3. 31.15
67 I TRAIL EASEMENT (TYP) \ \ \ \ \t \t \ \ \\ \ \ \ RWM 9sa'
I I \ \ \t \t \ � \� \50029
1 4�
NOT PART OF I I \ \ - ' 50WM
/
10' ASPHALT 50028 50030
\ \ \t \t\ \� � � \\ \ � \ \
THIS PHASE 68 I I MULTI -USE TRAIL (TYP) \\t \t \ \ \ 19 CO RWM
87.46'
-RECLAIMEDWATERTiNE-(TYPr -
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I� 2701 AS A SEPARATE PROJECT
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(1)12"x6"TE \ \ 10005
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- W (1) 6" GV 2704
RWLV \ \ \
SR 1154 =
(EXISTING 601 PL ODS CREED '
BLIC RAW DB 9264
\
4 PG,
WATER LINE TYP) - - 20' PDE I I \ \ \\ i \t\t \t\\ \ �\ \\ \50435
I SSMH360
T � I
50
RECORD DRAWING NOTES: \\ I Wa1.9o'
M
18
20' PDE I I
69 I I 5002,ig
1. THIS RECORD DRAWING SET OF PLANS IS BASED ON FIELD SURVEY PREPARED BY I I CO
WITHERSRAVENEL. INFORMATION SHOWN HEREON IS COMPRISED OF EXISTING AND I 2.25'
EXISTING TELEPHONE I I PROPOSED CONDITIONS AS ORIGINALLY APPROVED BY THE TOWN OF HOLLY SPRINGS UNLESS I _
-- LINE AND BOX TO BE RELOCATED I I OTHERWISE NOTED. I 50033
I RWM
I 2. THE SANITARY SEWER AND STORM SEWER ASSOCIATED WITH CAROLINA SPRINGS PHASE 1, I 45.:
O70 I I SECTION 1A HAVE BEEN PHYSICALLY SURVEYED AND THIS PLAN REPRESENTS, TO THE BEST OF I 17 50036 I
I OUR KNOWLEDGE, THE HORIZONTAL AND VERTICAL LOCATIONS OF THESE UTILITIES. I 50035 WM
3. THE WATERLINE INFORMATION SHOWN ON THESE PLANS IS FROM PERIODIC INSPECTIONS I I CO 3.3\
\
CONDUCTED THROUGHOUT THE CONSTRUCTION PHASE OF THE PROJECT. WITHERSRAVENEL
MAKES NO GUARANTEE OF THE SURVEYED ACCURACY OF THE WATERLINE SHOWN. - 50034
20' DE RWM
4. WITHERSRAVENEL IS NOT HELD RESPONSIBLE FOR INACCURACIES IN PLANS DUE TO SKETCHES �I
I� OR OTHER INFORMATION RECEIVED FROM CONTRACTOR(S) THAT DO NOT ACCURATELY I I 16 50wM
(1) 8" TEE I REFLECT FINISHED CONSTRUCTION FIELD CONDITIONS. FEMA EFFECTIVE 100 YR
3 8 GV STREET K I 25'ACCESS �� �`-`-`�`� I I 50038 1.06'
/ I () ) ( IN STREETS AND UTILITIES LOCATED IN THE TRIASSIC BASIN AS SHOWN IN TOHS DETAIL HS356 I -
- - - -+- - - - - _ , EASEMENT - - CO
1 (WHERE TRIASSIC SOILS ON COMPRESSIBLE MINIATURE TRIASSIC SEDIMENTARY ROCK -LIKE MATERIAL � I �
FEMA EFFECTIVE FUTURE I
EXISTS) THERE WILL BE CERTAIN SPECIAL CRITERIA REQUIRED FOR ROADWAY CONSTRUCTION 50039
II
L25' ACCESS \
EASEMENT I
I I I
I 72 I I
I I I
WETLANDS (TYP) THE FOLLOWING MINIMUMS WILL BE REQUIRED OF DEVELOPERS: I
/
RWM
1. PRE -QUALIFIED GEO-TECHNICAL FIRM APPROVED BY THE TOWN MUST BE ON SITE FULL TIME
I I
50042
WHILE THE UTILITIES AND ROADWAYS ARE BEING CONSTRUCTED.
I 15
WM'
2. DOCUMENTATION OF MOISTURE CONTENT, COMPACTION, DENSITY, GEOGRID DESIGN CRITERIA,
I
2.36'
ETC. MUST BE PROVIDED TO TOWN INSPECTOR. TOP OF BANK (TYP.)
I
I
5004
3. ALL ROADWAYS WILL HAVE TO BE PROOF -ROLLED AT BOTH SUB GRADE AND STONE GRADE BY
, \
`\
I
I
cc
TOWN INSPECTOR AS WELL.
I
_
4. THE STANDARD ROADWAY CROSS-SECTION WILL BE WOVEN GEO-FABRIC DESIGN CRITERIA HP 270
I _
I Z
� J
f
OR EQUAL ON ENTIRE ROAD (AND MUST BE APPROVED BY THE TOWN OF HOLLY SPRINGS), 7" ABC
I
50
STONE, WITH ASPHALT COMPLETED IN STAGED CONSTRUCTION OF 2.5" 1-19 ASPHALT AND 1.5" I
I CID
I 14
S93C IN STAGE ONE AND 1.5" S93C FINAL OVERLAY INITIAL ONE-YEAR WARRANTY WITH AN
/
I Q
J 5(
ADDITIONAL YEAR EXTENSION STARTING AFTER FINAL OVERLAY SHALL BE REQUIRED FOR I CD
I I 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, / CAFE FEAR BULLY FFER
II I 0- 2
73 I SIDEWALK AND PAVEMENT). f CAFE FEAR BUFFER I Q Q
\ 5. WHERE MANHOLES ARE LOCATED IN STREETS IT WILL BE REQUIRED TO HAVE SUITABLE OFF -SITE \ I V
I STRUCTURAL MATERIAL OR ABC STONE TO BACKFILL AROUND EXCAVATION OF MANHOLES UP TO
LENNAR CAROLINAS LLC 1
I IU SUBGRADE.
I DB 17612, PG. 1928 I % 13
N PIN: 0730533724 6 WIDTH ADDITIONAL
ROADWAYT OF STONE WILL BE REQUIRED 10' EITHER SIDE OF MANHOLE FOR ENTIRE \ \ \ 1 I m 50046 0
�� 4" RWM (TYP) 1 I LAND USE: VACANT ADDITIONAL MEASURES MAY BE DEEMED NECESSARY BY THE TOWN PENDING SEVERITY OF THE SOILS. \ 1 I n RWM
4" C ((q P) 1 I ZONING: PUD THE PAVEMENT THICKNESS OF ANY STREET SHALL, AT A MINIMUM, EQUALTHE DESIGN SHOWN IN THE \ \ 1
3/4" (TYP) I I TOWN OF HOLLY SPRINGS STANDARD DETAILS SECTION OF THESE STANDARDS FOR THE VARIOUS STREET WIDTHS.
APPROVED PAVEMENT DESIGN METHODS INCLUDE THOSE AS PROPOSED BY NCDOT, THE 1986 AASHTO \ 1\ II
GUIDELINES AND THE 1981 ASPHALT INSTITUTE MS 1 DOCUMENT. \ I I I I THE AASHTO METHOD WILL REQUIRE USE OF A TERMINAL SERVICEABILITY INDEX OF 2.0 FOR i
[ 500
COLLECTORS AND 2.5 FOR THOROUGHFARES, SO = 0.49 FOR FLEXIBLE PAVEMENT AND SO = 0.39 FOR \ \ I I 12 C6
I I I RIGID PAVEMENTS, AND A RELIABILITY OF 98% FOR THOROUGHFARES AND A RELIABILITY OF 95% FOR \ I 50(
COLLECTORS. 1 I I RN
75 I = ALL STREETS MAINTAINED BY THE NCDOT MUST RECEIVE APPROVAL OF THE PAVEMENT DESIGN FROM I 2
/ (V NCDOT PRIOR TO THE BEGINNING OF CONSTRUCTION. NORMAL CROWN FOR THE PAVEMENT SECTION 1 I I _ - 0
SHALL BE %"/FOOT, EXCEPT AS APPROVED FOR SUPERELEVATED CROSS[ 11SECTI0NS I 1 I I 50053 W�
11CO
4441
4 O
76
\ ..
I PROPOSED6"C
II I RECLAIMED WATER Llf
-
1 I - -
I
10 50051
II I
11 I I II I 5005
I 11
I II
1
1 II II GRAPHIC SCALE
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1 inch = 50 ft.
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Job No.
Drawn By
02190372.20
WR
Date
Designer
02/06/23
WR
Revisions
1. TOHS COMMENTS ADDRESSED 03/03/23
2. FINAL RECORD DRAWINGS 4/18/23
Sheet No.
C3.2

DocuSign Envelope ID: 6970E74E-40AC-4FCB-9835-8599A52ED973
z
0
a
4" CO (TYP)
\ Q 3/4" WM
(TYP)
/PROPOSED 64900 \ \R SS
PVC REC}AIMED
(1) "BOA / ATER LINE (TYP) / Q IV
_ (1) 2" GV / 145 7 SS
\ / \ 20' DE �
/ I r PROPOSED 6" C900 PVC
RECLAIME{I<ER LINE (TYP)
r VWDE
173 �,
/ LE (TYP)
- FHA (TYP)
(1)2"BOA
(1)2"GV /
NOT P)
���J�� 68 THIS F
_ (1) 2" BOA \ \ / , 146 / �`'Q (1) 2" BOA
\ \ �� (1) 2e GV
(1) 2e GV / R
(1)12" CROSS
\ / (2)12" GV & \
(2) 8" X 8" RED.
GV
30'PUE
\ Q \ \ \ 50336 \
\ \ \ �\ \ \ NOT PART OF 151 R 88° SSMH87A /I/ �
THIS PHASE 152 (4) 6„ GROSS
Q / I 153 R
\ c
/A,
I Vv \
I' ac
`Q
RWBOV R\
/ DE
20' DE —1 F'9S'F \ \ TEMPORARY BOA / �S \\ \ \ \
FOR PHASE 1A, F \
/ /< \
50333 503
WV
\ 20' SCMMAE V / �� a �� .06 50 34
50321 WV 2" BOA'S W/ 2" G> TO BE REMOVED 6
SSMH87 (1) 12' TEE 164 AND WAT LINES EXTENE6 /
)12" GV /
\ / r 50332 / (1 " V /
32.39' V /
H 87� - (1) 6" TEE \ ,
LE (TYP) s 3s �'f (3) 6" GV
50322
/ 0/ / / / 55 W
50214 /
/ \ 50M12 \ //
2 C, PROPOSED 12" DIP
�`_O� �\G G 2s 208 WIM50213
WATER LINE (TYP)
/ C jCj Q \1 50210
\ 0/ 6" PVC PROPOSED LIGHT / Fj� �' S� 65' 50209 CO CO \ /
\ �� RECLAIMED WATER POLE (TYP) \ S1 CO
LINE (TYP) / 45 A (TYP)
\ 20' SCMMAE / / / /
❑ � � 2.61' \
\ / s.61' 50206
50204 CO \ 160 /
WIM \ /
.4- 50205
CO 50207
PROPOSED 6"
PVC RECLAIME
WATER LINE (TY
i
� o
a
— � I
��� 30'DE -
— — — — — — T —
55 50203 WM
zi 50 02 /
0'b 323 MH 86 / \ 157 \ / / / \
\1SMH8 / / O \ / 30' HOLLY SPRINGS —�
\ \ \ / CAPE FEAR BUFFER
� 73° \ \ \ 156 \ / /
20'DE \\ \//
cA \ \ / // W
RECORD DRAWING NOTES:
� / \ cPN � 50192 \ /
/ Q SSMH \ //
ROPOSED 12" DIP \ 1. THIS RECORD DRAWING SET OF PLANS IS BASED ON FIELD SURVEY PREPARED BY
20' PUE _ �j WITHERSRAVENEL. INFORMATION SHOWN HEREON IS COMPRISED OF EXISTING AND
WATER -LINE (TYP) � \ /�
O LE \\�
(TYP) / H 8fA
<b � 157° I
/ I LAST MH FOR
\ I SECTION 1A
VARIABLE WIDTH
PUBLIC � I I EASEM NRAINAGE
J- NING
WALLRETAI#4 WITH
SAFETY
\ RAILINGS
�j
( 50193
135°
10' RETAINING
WALL EASEMENT
RETAINING WALL #3
WITH SAFETY RAILINGS
❑ SSMH H 85
/ SS \ \
118°
10115 / 5g SS \
WV /
/ 8"P
\ VC SS
\ 50324
x WV nnu ue
PROPOSED CONDITIONS AS ORIGINALLY APPROVED BY THE TOWN OF HOLLY SPRINGS UNLESS
OTHERWISE NOTED.
o 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. W
2. DOCUMENTATION OF MOISTURE CONTENT, COMPACTION, DENSITY, GEOGRID DESIGN CRITERIA, W W
ETC. MUST BE PROVIDED TO TOWN INSPECTOR. W
\ W W
3. ALL ROADWAYS WILL HAVE TO BE PROOF -ROLLED AT BOTH SUB GRADE AND STONE GRADE BY W
TOWN INSPECTOR AS WELL.
\ 4. THE STANDARD ROADWAY CROSS-SECTION WILL BE WOVEN GEO-FABRIC DESIGN CRITERIA HP 270 W W W
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" 1-19 ASPHALT AND 1.5"
S93C IN STAGE ONE AND 1.5" S93C 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 %"/FOOT, EXCEPT AS APPROVED FOR SUPERELEVATED CROSS[ 11SECTI0NS
FUTUREFW
PER APPROVED
CLOMR
10' RETAINING WALL
EASEMENT
Checklist" as contained in the Town of Holly Springs Engineering Design and Construction
Standards is provided on this set of as -built drawings (24 total sheets in this set). I certify that
all of the information provided is field -verified as -built information.
°°a6aa0000000°°
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4/27/2023
�FESS/p�oo
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I�t 1R8§l'stered Land Surveyor
Date
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DocuSigned by:
�is iu,
4/26/2023
���°° �6
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�`�ofessional Engineer
Date
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GRAPHIC SCALE
30 0 15 30 60
1 inch = 30 ft.
Job No.
Drawn By
02190372.20
WR
Date
Designer
02/06/23
WR
Revisions
1. TOHS COMMENTS ADDRESSED 03/03/23
2. FINAL RECORD DRAWINGS 4/18/23
Sheet No.
C3.9

DocuSign Envelope ID: 6970E74E-40AC-4FCB-9835-8599A52ED973
WATER STRUCTURE POINT TABLE
POINT#
DESCRIPTION
NORTHING
EASTING
43011
ARV
702610.5562
2035523.3394
50335
BO
703933.7440
2037128.7070
43004
BO
701740.9972
2036578.0918
43014
BO
702615.5262
2035185.7231
50009
FH
703006.7710
2037002.3830
50058
FH
702609.3240
2037038.4680
50132
FH
702181.9940
2037001.3190
50149
FH
703475.2560
2036892.1500
50201
FH
703515.0770
2036452.3610
50214
FH
703890.0660
2037108.0630
50454
FH
703388.0470
2035894.5590
10003
FH
702007.7990
2036425.9250
10005
FH
702628.3220
2035819.2370
43006
FH
702240.6934
2036064.6878
43012
FH
702620.5110
2035351.2277
50558
RWBOV
703426.3924
2035790.3206
50560
RWBOV
703950.6060
2037114.1236
2701
RWL ARV
702692.6106
2035546.2374
2700
RWL BOV
702678.0717
2035119.8609
2702
RWLV
702623.3288
2035765.2251
2703
RWLV
702626.2870
2035774.8710
2704
RWLV
702616.5235
2035777.4602
2705
RWLV
701785.8066
2036643.4925
2706
RWLV
701776.4631
2036653.9189
2707
RWLV
701786.5575
2036653.5538
50559
WBOV
703443.8219
2035791.2326
50322
WV
703894.3350
2037103.0020
50324
WV
703535.5620
2036881.3670
50325
WV
703532.5600
2036878.6360
50326
WV
703529.7870
2036881.6040
50330
WV
703474.8750
2036885.8430
50332
WV
703924.4580
2037122.3150
50333
WV
703928.5000
2037121.3020
50334
WV
703929.1920
2037125.3010
50431
WV
703470.6520
2036270.2920
50433
WV
703508.4240
2036452.9040
50436
WV
703005.9770
2036995.0290
50438
WV
702608.1980
2037030.5860
50443
WV
702167.2550
2037020.3130
50452
WV
703437.7360
2035887.5180
50453
WV
703388.2980
2035888.3010
50551
WV
703441.0723
2035892.3710
50552
WV
703443.9531
2035887.1985
50553
WV
703440.1977
2035883.7115
50563
WV
703587.2654
2035899.2558
50565
WV
702172.7587
2037024.7399
10006
WV
702631.4390
2035814.7400
43003
WV
701745.6373
2036572.9162
43005
WV
701950.8061
2036369.3317
43007
WV
702244.3261
2036069.4281
43008
WV
702543.6823
2035761.1276
43009
WV
702547.3828
2035759.9194
43010
WV
702546.9941
2035756.3686
43013
WV
702624.0154
2035351.3970
z
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II I
II I
II I
�I II
TYP)
a--4-❑� �I ❑ ❑ o-------
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LE
25' ACC SS EA EMEM NT WIM
(TYP) (TYP)
I
4" CO (TYP)
I 66
6250331
5010I5
77505C1O4501725 508M555I 5I 5
I
SSMH2O0
50180 I5 187 185 CO0188 50190 DE
WM 181 CO 508 O WM
5074 C9 91W
50173 85° BEND
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0172 CO CO WM WM CO
WM
WIM ' 3.39'
175 .' 3.403.0'
WM 41' 34' 3.314.46' 241'
4.59_
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201 A SS y� �-
- R R
SS �b
-R R R R
2so' 50163 50158 1.83'
50434 1.80, 1486' 50165 2.s2' CO 50162 1.76 CO 50WM PDE \ y
SSMH2O1A 50170 50169 50166 WM WM 50159 50157
WM WM CO 50164 50161 WM 1.78' CO I 50156
150171 1501068 I WM67 I CO I RWM I 5016050155
CO I I I PALVANDER LANE RWM I RWM 1 01053
I (51' PUBLIC ROW) 4.31' 111/M
48 47 46 45
52 51 50 49
50152
20' PDE I I RWM
I I I I I
I I I 1 I
I I I I
--- -_T
.► f _�
- - - - - - - - - - - - - - - - -
I I I O / I rt is y
3 � EASEMENTASEMENT tE
�HANDR, 11_ I I \
( 50193
❑ SSMH 35 MH 85--
50325 / / SS -
WV
33.86'
5032
76.59'
WW
�I
PUBLIC 30' MULTI -USE
TRAIL EASEMENT (TYP) - G -
\G -_
-INE COMPANY RIW Nz-
58,?G.643 \ 50019
WM
50020 �
I 1 Z2 3.28' C
50021
\\ RWM
i 50024
PUBLIC 30' MULTI -USE 50023WM
TRAIL EASEMENT (TYP) CO
21 4.41" 2.
\ / 50
TOP OF BANK
\ 20
\ \ I I
\
\ \ \ \ 20' DE J
FEMA EFFECTIVE 100 YR I II
\ \ \ \ \ FEMA EFFECTIVE FUTURE I
\ \ \ TOP OF BANK (TYP.)
\
I
\ \\ \\ I I
WHOLLY SPRINGS I I
CAFE FEAR BUFFER II I
V A \ V I I
\ \ I
\ \ 1 I \ I
\ 1 11 I
1 I
II I
11 I
1I I
11 I
EGEND I I
( II I
1T UTILITY ABBREVIATION LEGEND I 1 I
11 I
SS EASEMENT I I I I
FHA FIRE HYDRANT ASSEMBLY
BOA BLOWOFF ASSEMBLY 1 I I I
\SEMENT (PUBLIC) GV GATE VALVE , I
RED REDUCER I
50324 VC SS
/ _--�MH 84 1
Q�G / 50194 I I r
\ / oe
20' TOWN OF HOLLY SPRINGS SSMH I
.7 �g % \ PUBLIC UTILITY EASEMENT
50326/I
WV MH 200 ' I /
I 50330 8" TEE I
WV (2) 12„
I 50149 I GV &
9 ' FH I (1) 8" GV
SCM 7
FHA (TYP) (1) 6" TEE CONSTRUCTED WETLANDS ` I
(3) 6" GV 1
1
6.32' I II \
50' OF 18" STEEL
- ENCASEMENT FOR
I I GAS LINE CROSSING -
SCM ACCESS AND I I G
I coU MAINTENANCE EASEMENT T II I _-
I Q J G- Y RIW I
COMPAN TEST HOLE (TYP)
I QCO 50' DIXIE PIPELINE I /
O- DB 2758, PG. 643
IvL0I/ �•
�\ I
\ 50195 1
_ \ SSMH I I\ \ \
\\ \\ MH8250440 \ \
20' MULTI -USE TRAIL \
SSMH362 EASEMENT (TYP)
H 362 \ \ \ \ \
d 23 \ \ 20'DE
20 50018 50016 \ FEMA EFFECTIVE
�o N �WI`/I CO \ 100 YEAR
d � - 4.05'
30' TOWN OF HOLLY SPRINGS \ NN \
22 54.4 3.03'
PUBLIC UTILITY EASEMENT \ \
0. / Z4 \ \
WM 500
25 oa d 60WIM \ \ \ \ 500274.65 O 043 55 50014 \ 50255 \ \
50026 3. 31.15 MH 1 RW CO 50013 SSMH81
RWM ssa' sz� \
3.56' CO W i \ \ MH 8A
. 1' 4.
� \ -
% 1
i 235' \
50029 33.71' 50012 25 1 I 1
5 R
WM
028 50030 o 50011 I II \
19 CO RWM n CO 50010 I I
I I
Szas' 4.27' WM .9
41.49'
1.85'
� I
I �
50435 5 08,
SSMH360 50009 I I
MH 360 FH
' 70�
050006 50008 50007 I I
1
50031 41.90RW CO WM I I \
WM 33.11 FHA (TYP) I 50256
18 - SSMH80 I MH 8
50032 2.15' .40 z3z' - I I _
CO z 69' I
2.25'
wV3 50005 27 I I
50033 I RWM
RWM 45.35'I C 003 II I 20' DE 1 Cn
17 50036 2.30'
50035 WM 2. 2' W 1-
50004 I I I I
CO 3.32 Cn WM
50034 U)4 s 28 I
RWM I 50001 I I I
O16 50037 44.32' I RW I I
WM o - 3.16' - - I C,
1.06' 50002 I I
50038 50000 CO
CO Cr
3.35' WM
50039 RWM 50076 I I
50042 423 3.°�WM 50075 I II
15 WM I CO - - I 1 Can I
.36' 1.46' I
50041 50074 I I I
CO I WM 50071 I I
50040 4.72' RWM 30 I I 50257 88,
z 0 RWM 50072 I I SSMH9 I
W C1Cy-'50043 4 7s Cn 2.47 74a
CO I MH 9
14 Q J 50044 _ - I I 30' TOWN OF HOLLY SPRINGS I
OD CO 6' 073 I I PUBLIC UTILITY EASEMENT �I IF
Qa 2.94' 35.46 I 2.06' WM I I
C- - 2.00' 50437 31 I I I � I
- U RWM I i .46' 50070 SSMH359 I I I I
MH 359 I WM
50048 I I I I I
13 500WM 8 - 2.53' - - I FEMA 100 YEAR I
RWM 3 1 50069 I I FLOODPLAIN
50068
21s WM CO I I FLOODWAY 1
32
- - 14 W 4 6' 50065 I a
S�WER OUTFALL PART OF THE Oco
50049 44.88 RWM I CAROLINA SPRINGS BLVD I � 1
12 50050 WM I 2.82 50066 - I AND INFRASTRUCTURE I I
CO I 2.-- (CONSTRUCTION DRAWINGS
50051 50067 I TOHS #17-29-04 I I
- RWM I WM 33 I II I I
2.58' U 4 9' I
II 500050163 WM 42.13' 500 PROPOSED 12" DIP I I I co
I 11 - RW 50063 WATER LINE (TYP) I I I I
I PROPPOOSED 6" C900 PVC CO I I 50259
I RECLAIMED WATER LINE (TYP) 2.68' 550062 I I SSMH8 1 I
- 4 ss' 50061 50060 34 I I MH. 8 56 \
50052 IM
3.01' 3.so' RW CO
RWM 50055 44 3 Cn 3/4" RWM (TYP) I I \ \
10 60' - 50059 I \ \
WM
50056 3.( 4" CO (TYP) I I \ \
CO M (T7P) WM -
I 50057 438 0.81 I I \ \
I RWM w V 7.9
_ -o 46.86' 35 GU \
I 3.92' I < 0 I8 RWM
WM II II \\ 0 \\ 50094 5 � 50096 \
90 50093 �3.54 CO 50097
C 50092 \� I s2'I 2sM
9' WI -
7
/
I
I
I
� r
if
if
I �
I � �
I � �
I � I
- �- -50258 I
61
9DIP , SSMH33
_--�- MH3
i I I
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"
S93C IN STAGE ONE AND 1.5" S9.SC 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 %"/FOOT, EXCEPT AS APPROVED FOR SUPERELEVATED CROSS[ 11SECTI0NS
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 (24 total sheets in
this set). I certify that
all of the information provided is field -verified as -built information.
°Oaap06000°0Q0°
CA R p °000
00000600008000
00
°O°°1 N "' ` 0000
DocuSigned by:
6°O °°°O°°°°°°°°O `/ °00
°°° �`000��00000000 �� °°°
-
4/27/2023
(Seal) oo= oo �FESS/p�%oo°o
o = o0 0FESS/p�0o o
�aw11��faw
S SEAL o o
Q� 9 0 o
o SEAL r o
IgffAfdr'6'RU61stered Land Surveyor
DocuSigned by:
Date
(Seal) o o y L-4390 0 0 o
e c
n o 033840 o d
s M iv
4/26/2023
�06' °0�0 � o°� od
°o �, �o F`,�/1 GHQ, 000 ob
q hbMffb Pf�PofessionaI Engineer
Date
o0°�°�°°N°o
0000
°°°°
aoa�P°�°°
°° Q0°M. ga °
Acceptance by Construction Inspector
Date
co
GRAPHIC SCALE
50 0 25 50 100
1 inch = 50 ft.
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Job No.
Drawn By
02190372.20
WR
Date
Designer
02/06/23
WR
Revisions
1. TOHS COMMENTS ADDRESSED 03/03/23
2. FINAL RECORD DRAWINGS 4/18/23
Sheet No.
C3.1 0

DocuSign Envelope ID: 6970E74E-40AC-4FCB-9835-8599A52ED973
RECORD DRAWING NOTES: '
�\ I
1. THIS RECORD DRAWING SET OF PLANS IS BASED ON FIELD SURVEY PREPARED BY I I I
WITHERSRAVENEL. INFORMATION SHOWN HEREON IS COMPRISED OF EXISTING AND I I \ I
PROPOSED CONDITIONS AS ORIGINALLY APPROVED BY THE TOWN OF HOLLY SPRINGS UNLESS 1 1 I
OTHERWISE NOTED. I 1 I
2. THE SANITARY SEWER AND STORM SEWER ASSOCIATED WITH CAROLINA SPRINGS PHASE 1, I 1 I
SECTION 1A HAVE BEEN PHYSICALLY SURVEYED AND THIS PLAN REPRESENTS, TO THE BEST OF I
OUR KNOWLEDGE, THE HORIZONTAL AND VERTICAL LOCATIONS OF THESE UTILITIES. 1 \
3. THE WATERLINE INFORMATION SHOWN ON THESE PLANS IS FROM PERIODIC INSPECTIONS 1 I \ I
CONDUCTED THROUGHOUT THE CONSTRUCTION PHASE OF THE PROJECT. WITHERSRAVENEL \ \ I
MAKES NO GUARANTEE OF THE SURVEYED ACCURACY OF THE WATERLINE SHOWN. I \
4. WITHERSRAVENEL IS NOT HELD RESPONSIBLE FOR INACCURACIES IN PLANS DUE TO SKETCHES I I I
OR OTHER INFORMATION RECEIVED FROM CONTRACTOR(S) THAT DO NOT ACCURATELY I I I
REFLECT FINISHED CONSTRUCTION FIELD CONDITIONS. I I I
5. IN STREETS AND UTILITIES LOCATED IN THE TRIASSIC BASIN AS SHOWN IN TOHS DETAIL HS356 I I I
(WHERE TRIASSIC SOILS ON COMPRESSIBLE MINIATURE TRIASSIC SEDIMENTARY ROCK -LIKE MATERIAL
EXISTS) THERE WILL BE CERTAIN SPECIAL CRITERIA REQUIRED FOR ROADWAY CONSTRUCTION. I I I
THE FOLLOWING MINIMUMS WILL BE REQUIRED OF DEVELOPERS: I I I I
1 PRE-QUALIFIED
HLEEUTILT UTILITIES AND HROADWAYS APPROVED BY THE
CONSTRUCTED.
MUST BE ON SITE FULL TIME
I I I I
2. DOCUMENTATION OF MOISTURE CONTENT, COMPACTION, DENSITY, GEOGRID DESIGN CRITERIA, I I I I
ETC. MUST BE PROVIDED TO TOWN INSPECTOR.
3. ALL ROADWAYS WILL HAVE TO BE PROOF -ROLLED AT BOTH SUB GRADE AND STONE GRADE BY I I I
WN INSPECTOR AS WELL.
4. THE TANDARD ROADWAY CROSS-SECTION WILL BE WOVEN GEO-FABRIC DESIGN CRITERIA HP 270 I I I
OR EQUAL ON ENTIRE ROAD (AND MUST BE APPROVED BY THE TOWN OF HOLLY SPRINGS), 7" ABC I I I
STONE, WITH ASPHALT COMPLETED IN STAGED CONSTRUCTION OF 2.5" I-19 ASPHALT AND 1.5" I I I
S9.5C IN STAGE ONE AND 1.5" S93C FINAL OVERLAY INITIAL ONE-YEAR WARRANTY WITH AN I I I
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, I I I
OR CASH FOR 50% OF ACTUAL COST OF ROADWAY (STORM DRAINAGE, CURB & GUTTER, I I I
SIDEWALK AND PAVEMENT).
5. WHERE MANHOLES ARE LOCATED IN STREETS IT WILL BE REQUIRED TO HAVE SUITABLE OFF -SITE I I I
STRUCTURAL MATERIAL OR ABC STONE TO BACKFILL AROUND EXCAVATION OF MANHOLES UP TO I I I 20' DE
SUBGRADE.
6. AN ADDITIONAL FOOT OF STONE WILL BE REQUIRED 10' EITHER SIDE OF MANHOLE FOR ENTIRE
WIDTH OF ROADWAY. I
ADDITIONAL MEASURES MAY BE DEEMED NECESSARY BY THE TOWN PENDING SEVERITY OF THE SOILS.
THE PAVEMENT THICKNESS OF ANY STREET SHALL, AT 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 I I I
COLLECTORS. I I I
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 W/FOOT, EXCEPT AS APPROVED FOR SUPERELEVATED CROSS[1]SECTIONS
Ef IST�KG STREAM
/ /EXISTjfVG LOCAL
106EARk'LOODPLAIN /
\ 12" DIP
WATER LINE (TYP)
PROPOSED LOCAL\ \ \ \ \ \ \
100 YEAR FLOODPLAIN \ \ \
6" PVC RECLAIMED
\ \ \ \ \ WATER LINE (TYP)
\
\ \ \ \\ I VWDE
� I I
I
k" BO)AND 2" GV ��}}IEMOVIh \
tND WIATERLINES E TEN9ED
I � I
MH378 TO BE INSTALLED AS/PART
\ OF PUMP STATION PROJECT AND
Q-
\ MUST BE EPDXY �OATEIJ
THIS SECTION OF WATERMAIN / \
AND RECLAIMED WATERMAIN TO
\ \\ BE CONSTRUCTED WITH THE /
\ \ CAROLINA SPRINGS BLVD AND / MH 378
INFRASTRUCTURE PLANS / / 502746
378
20'DE
2707 � O
RWLV
-SEE SEPARATE PLA
. FOR PUMP STATION
\_ / TOHS #17-29-PSS
GPO 2705
RWLV MH 1
Odd' 2706
60AC�Q�. RWLV
ctiT ''O \I`
4JUVJ \ NOT PART OF
WV
REMOVE TEMPORARY BLOW -OFF ASSEMBLY
AND CONNECT NEW 12" DIP WATERLINE 43004
BO
THIS SECTION OF WATERMAIN TO BE
CONSTRUCTED WITH THE CAROLINA SPRINGS
BLVD AND INFRASTRUCTURE PLANS
THIS PHASE
\ f
12' EXISTING EOP LANE WIDTH
60' EXISTING R/W \ Ve
WATERLINE TO BE INSTALLED WITH
CAROLINA SPRINGS BLVD AND INFRASTRUCTUI PROJECT
R OSE 2" DIP
W ER LINE (TYP) \ \ \
3.92' ' I I�' ( L u 50095
50094 s I RWM I I \ \
WM 50096
90 50093 354, CO 50097 _
CO ' WM
0092 62' 2.99I I \ \
I
50253 \ MH 7 \ \ RWM 4 39' 50100 O SSMH7 ,sz° � \
_ 36
50089 RWM
50099 II II I
® 5 090 4307 Cn) z.so'
n CO 50098 I I I I \
I I _ 1
I CO WIM
I G 3.19' I I I I \�-
I 50091 3.67' 50101 I
RWM 4 3' RWM 37 I I 30' TOWN OF
40. 1' 50102 I I HOLLY SPRINGS I I 24" SEWER OUTFALL (TYP)
50088 3.57'
CO I I PUBLIC UTILITY I I
Q7 50087 WM ) .02' _ I EASEMENT I t
I/
-o CO �'
3.73'
I D 50086 2.40' WM 51J103 I I I
RWM I I I
\ /
!T 1 2.91 50 4 .77'
D SS 35 50105
I I I 7 H 358 CO 50106
50085 I © WM 3.48' 41.66' o' 2.96' RWM
I I I 50084 I 50104
CO2.94' 17' WM 39 20' DE J II I I oa V
50083 Cn I /
RWM ( °C ( 50107
50080 a3 3' 2. 6RWM
W08
50 M � CO 50109
I I 50081 3.81' _� WM I I I 1
3.07'
I 50082 CO 3.42' � :2;4 9V 50112
I_- RWM_ RWM 40 I I I co 35' 50111
91� \\ i�
I 50078 50079 WIM 2. 0" 2.87' 50110
I I ® CO WM
50077
I I 3. MH 351A W HOLLY SPRINGS
I L - - - - -_RWM 2.is' 11 i6 9 CAFE FEAR BUFFER
50114 WM
13 i I I I //
41 I I I
co
5 MH 5 WIM CO 9 5 I I I I I / SEWER OUTFALL PART ON THE "
I o � I I
CAROLINA SPRINGS BLVD
20' DE
/ -7 ( _ I II 50254 I I I I ANDINFRASTRUCTURE
Q 7. 1' a r - I I SSMH6 I I I CONSTRUCTION DRAWINGS
MH 6
oo 54.40' I I
50444 50115 I I
50135 SMH350 2 s' RWM 42 I I
/ WM 2.2o' 50116 I I I TOP OF BANK (TYP.)
50134 / \ \CO 5.34' 4.02' 1e 31 7' ° CO50117 I I I I I I
I I
/ 50133 MH 35 WIM
RWM �4.13' 50120 \ I I
\ Q2 FHA (TYP) RWM
56 I I � I
/
Q 2.55' / I
5013214.98' , I
FH C00050118
WM
43 I
\ 501 42' 50121 WM
\ �,
Q 50130 50129 3 3' 50122 RWM I ' DUKE ENERGY PROGRESS INC
RWM CO 2.96' 3 . 11 s5.oa' CO DB 15289 PG 2437
98°' 50123 PIN 0730712692
WV 5
50127 8.01' MH 34 WM
WM 50128 � �� 50442 / I � I I
50126 CO O 93°'
RWM 45 o J Ss \ \ MH349 44 / / I I
\
a
5.35' MH 37 50441 \ \ \ / // 30' TOHS PUBLIC
SSMH376 \ \ S \ \ \ / / / UTILITY EASEMENT I I \ \
\ \ / 30' TOHS PUBLIC
SCMMAE UTILITY EASEMENT I I \\ \\
A RAI \ \ \ I I SEWER OUTFALL TO PUMP STATION #1 AS A \
\ \ \ I SEPARATE PROJECT #17-29-04
MH5
SCM 6 I \ I 50252
/ CONSTRUCTED I 91° SSMH5 \ "
" " WETLANDS
I / / CORE INTO EXISTING MANHOLE
FEMA 100 YEAR
FLOODPLAIN \ ,
I FLOODWAY \
I ' `z / \
/ / \
NSET
#1
30' TOWN OF HOLLY SPRINGS
Y \ PUBLIC UTILITY EASEMENT
MH 377 \ 5� / DUKE ENERGY PROGRESS INC
50247 / / DB 15289 PG 2437 /
SSMH377
� r \ PIN 0730712692 I
v 50250
1� SSMH3 /
/ MH3 / \\
\ / FLOODWAY \
TOP OF BANK (TYP.)
FEMA 100 YEAR - WHOLLY SPRINGS
\ FLOODPLAIN \ CAFE FEAR BUFFER
/ 249
SSMH
♦ SSMH2
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
CLEAN OUT POINT TABLE
POINT #
DESCRIPTION
NORTHING
EASTING
50219
CO
703983.3460
2037180.9260
50218
CO
703957.9440
2037162.2960
50217
CO
703941.8680
2037152.7310
50215
CO
703904.7350
2037131.1440
50213
CO
703865.3200
2037096.6730
50210
CO
703853.4470
2037081.8170
50209
CO
703841.2120
2037067.4110
50206
CO
703829.5120
2037052.5520
50205
CO
703818.4890
2037038.8290
50202
CO
703798.0958
2037015.3514
50187
CO
703532.4310
2036744.7850
50185
CO
703531.5920
2036722.6630
50182
CO
703531.0320
2036696.2560
50177
CO
703529.0510
2036617.7100
50174
CO
703528.3230
2036593.2690
50173
CO
703527.7370
2036569.2110
50171
CO
703474.5580
2036555.2860
50168
CO
703475.6130
2036584.7860
50164
CO
703477.7600
2036647.5070
50158
CO
703479.9000
2036750.6900
50134
CO
702199.5600
2037002.6570
50129
CO
702140.7830
2036956.6150
50128
CO
702136.1200
2036950.1060
50122
CO
702171.0300
2037049.1310
50119
CO
702187.9540
2037057.6690
50116
CO
702225.5490
2037070.1960
50093
CO
702551.5350
2036997.5690
50157
CO
703481.4680
2036791.6350
50090
CO
702501.6390
2037002.5850
50081
CO
702352.1900
2037016.5460
50078
CO
702306.6030
2037019.4680
50069
CO
702764.1980
2037033.0090
50197
CO
703507.8770
2036346.2790
50063
CO
702667.1830
2037042.1960
50191
CO
703533.9980
2036794.6330
50060
CO
702617.7090
2037047.0610
50188
CO
703532.9080
2036766.6850
50056
CO
702602.4960
2036993.4630
50053
CO
702652.8980
2036988.2170
50181
CO
703530.3420
2036660.7530
50050
CO
702700.4400
2036983.4350
50114
CO
702306.0440
2037075.4780
50178
CO
703529.6230
2036636.7600
50047
CO
702749.6140
2036978.8230
50111
CO
702316.5490
2037074.8560
50044
CO
702799.3130
2036974.1260
50108
CO
702366.1480
2037069.7860
50041
CO
702851.9750
2036968.4910
50105
CO
702416.1340
2037065.1090
50038
CO
702899.3300
2036963.8600
50102
CO
702466.5290
2037060.4020
2036602.4530
50166
CO
703476.3230
50035
CO
702949.3040
2036959.9080
50099
CO
702515.5910
2037056.2580
50163
CO
703478.9760
2036701.1370
50032
CO
702999.0370
2036955.0160
50096
CO
702565.8740
2037051.9500
50028
CO
703110.4580
2036933.7560
50156
CO
703481.6220
2036801.9610
50027
CO
703124.5730
2036927.6870
50020
CO
703219.4150
2036878.4710
50084
CO
702400.8560
2037010.7790
50015
CO
703107.2680
2036997.0010
50023
CO
703176.4090
2036898.4600
50087
CO
702455.0970
2037006.1110
50016
CO
703152.5240
2036975.5300
50072
CO
702814.1430
2037030.1710
50200
CO
703460.8240
2036164.9130
50008
CO
703013.1940
2037011.4430
50003
CO
702964.6140
2037016.1240
50011
CO
703068.1300
2037006.5780
50075
CO
702865.5100
2037025.5170
50002
CO
702913.7140
2037020.7130
50066
CO
702714.2880
2037037.8050
WATER METER POINT TABLE
POINT #
DESCRIPTION
NORTHING
EASTING
50245
WM
702281.8700
2037076.6960
50216
WM
703906.3510
2037132.5570
50212
WM
703866.8140
2037098.0130
50211
WM
703854.3670
2037083.3750
50208
WM
703842.3320
2037068.6270
50207
WM
703830.4260
2037054.9970
50204
WM
703819.1610
2037040.8700
50203
WM
703800.3880
2037016.6320
50198
WM
703497.2790
2036289.3060
50189
WM
703533.9790
2036764.5230
50186
WM
703533.2300
2036741.8780
50184
WM
703533.1660
2036718.4860
50180
WM
703531.9640
2036663.6410
50179
WM
703530.9760
2036639.5040
50175
WM
703528.8730
2036589.1640
50172
WM
703528.0950
2036564.6300
50169
WM
703475.2410
2036582.3120
50154
WM
703480.6700
2036792.8020
50127
WM
702106.1740
2036923.9270
50117
WM
702222.7670
2037070.1790
50110
WM
702314.5490
2037076.1820
50109
WM
702363.3170
2037070.9850
50104
WM
702413.8860
2037066.1050
50103
WM
702464.4150
2037060.6090
50167
WM
703475.6160
2036599.6410
50098
WM
702512.7780
2037056.8310
50162
WM
703477.6420
2036702.8910
50097
WM
702562.9040
2037052.2600
50094
WM
702554.8180
2036996.2360
50085
WM
702403.7810
2037008.8850
50080
WM
702355.1750
2037014.1760
50079
WM
702310.0100
2037018.6350
50073
WM
702812.3540
2037030.5850
50067
WM
702711.6300
2037038.8830
50131
WM
702143.1260
2036958.4310
50062
WM
702666.0090
2037043.3340
50190
WM
703535.0210
2036797.8670
50059
WM
702615.1520
2037047.6220
50123
WM
702168.6330
2037048.5530
50055
WM
702606.0260
2036991.7510
50183
WM
703532.8660
2036699.1150
50054
WM
702655.9480
2036987.0230
50118
WM
702185.0050
2037056.7100
50049
WM
702702.7960
2036982.4960
50113
WM
702308.1870
2037076.4860
50048
WM
702751.7140
2036978.4130
50176
WM
703530.9320
2036614.4190
50043
WM
702801.9330
2036973.2570
50042
WM
702854.2170
2036967.7420
50170
WM
703474.2340
2036553.5200
50037
WM
702901.7770
703476.4010
2036963.1650
50165
WM
2036644.9170
50036
WM
702951.6490
2036959.3170
50031
WM
703001.1660
2036955.3370
50159
WM
703479.1070
2036752.7680
50029
WM
703112.7810
2036932.5720
50025
WM
703126.8000
2036925.5570
50089
WM
702504.6250
2037000.6270
50153
WM
703480.6810
2036798.9360
50019
WM
703222.0160
2036876.4760
50017
WM
703149.0410
2036977.5980
50013
WM
703105.0890
2036997.8770
50010
WM
703066.3960
2037007.2220
50074
WM
702864.0530
2037025.4870
50007
WM
703010.8050
2037011.3640
50135
WM
702204.0410
2037003.0530
50004
WM
702962.1310
2037016.6980
50068
WM
702762.2970
2037034.6830
50000
WM
702911.2000
2037020.5380
50024
WM
703180.0120
2036895.9140
50088
WM
702458.0990
2037003.9040
UTILITY ABBREVIATION LEGEND
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 (24 total sheets in this set). I certify that
all of the information provided is field -verified as -built information.
°°°°6°aa000000°p00 °°pp0°oa00000000°°
° N C A R °° ° N CAR °° DocuSi d 6
` o000o O °°O °°° ` 00000 O °°O 9ne y:
(Seal) 0°4�°�FESS/O°°`�'L°0o e°°°fieo 13o_:SS/O00% 1'°°0 awliln foln 4/27/2023
Q�- '�'9� o� b o Q�-� �9� 09 o Igr�ft91"2��itered Land Surveyor Date
gSEAL o g SEAL o e DocuSigned 6y:
8 L-4390 % d o 0 033840 d Cuv{iS At
iw 4/26/2023
(Seal),. o- p 0 0 0 4
d "A 0 �/ -1 0= b p O% 0 4 50 E 2 6
o o O o o o c, oOFN ��0` q. g Ig14afur�� 6V Rofessional Engineer Date
° ,yo° SUR`f o_1� ° ° G 0 �(NE 0 � °
°OO°0000000°°° \ ° °°oo � o0OpO00000pO°o
�MAtE. P o M.B °
0
°QQOOooaaaa°°6° °*000000000011' Acceptance by Construction Inspector Date
SANITARY SEWER MH POINT TABLE
POINT #
DESCRIPTION
NORTHING
EASTING
50432
SSMH
703488.2760
2036374.4090
50195
SSMH
703271.4170
2037172.3600
50194
SSMH
703571.9370
2037119.1710
50193
SSMH
703615.6670
2036981.9980
50192
SSMH
703703.6720
2036982.1980
50248
SSMHIA
701750.9360
2036848.1090
50249
SSMH2
701650.4530
2036956.6860
50250
SSMH3
701731.4780
2037061.6900
50252
SSMH5
701960.8400
2037235.7330
50254
SSMH6
702249.6430
2037242.1060
50253
SSMH7
702545.6310
2037283.9150
50259
SSMH8
702647.7970
2037247.5820
50257
SSMH9
702827.3780
2037261.6270
50258
SSMH33
702835.2910
2037378.0660
50256
SSMH80
703013.9130
2037255.0640
50255
SSMH81
703114.5270
2037243.7730
50323
SSMH86
703782.2240
2036948.7550
50321
SSMH87
703904.5320
2037096.7750
50336
SSMH87A
704047.3960
2037181.5390
50331
SSMH2O0
703508.0720
2036873.1870
50434
SSMH2O1A
703499.4430
2036484.6180
50458
SSMH2O2
703433.4630
2036169.9280
50457
SSMH2O3
703427.5010
2036040.6440
50459
SSMH2O4
703235.2962
2036038.4320
50442
SSMH349
702147.6170
2036997.6840
50444
SSMH350
702218.9400
2037039.3480
50445
SSMH351A
702298.1980
2037048.1200
50446
SSMH358
702423.7400
2037035.3590
50437
SSMH359
702791.3960
703033.0700
2037001.9460
2036982.5050
50435
SSMH360
50439
SSMH361
703131.9220
2036957.2360
50440
SSMH362
703225.3060
2036905.6030
50441
SSMH376
702109.6680
2036964.9240
50247
SSMH377
701770.1600
2036866.3870
50246
SSMH378
701897.5030
2036727.2720
co
GRAPHIC SCALE
50 0 25 50 100
1 inch = 50 ft.
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Job No.
Drawn By
02190372.20
W R
Date
Designer
02/06/23
WR
Revisions
1. TOHS COMMENTS ADDRESSED 03/03/23
2. FINAL RECORD DRAWINGS 4/18/23
Sheet No.
C3.1 1

DocuSign Envelope ID: 6970E74E-40AC-4FCB-9835-8599A52ED973
4,0�' -A
325 �,
I
I I1 \ \ I � � . I I I I f I •I \x \ \ \ \ \ I \ 2y,- I i /, / o / /ECB
\\1CB-607 �/ 4 N/
\ \ \ 1 U-) RIM:.7T 3 60 295
292
�.
INV. IN: 287.65' (CB
I I I 1 1 I CB-6o7 tiq." @1.27% III I I I l
\ \ I I I I I I I I I III III I \\ 1 1 1 1 \ I I I I 200.40 LF
15"RCP
ECB
THIS PHASE , , \ / / \\ \\ _ \ �- , I I I I I I yl I I I I IIII I I III I \ \ \ 1 1 \ 1 I I 1 I I I
� V
ry \ M
\ I I \ \ \ \ \ \ 1 \ \ \` •,� . LANDFgTYP) WET
� � v v \ \ \ 1•.. - v v - v A / I I ICI I I I III IIII \ \ I I \ 1 V I ECB--
If � � . /71 � \
I I I II` III I I I \ \ 1 I I \ 1 1 \� I
_ III
__ p3s I
\\ N \ f I \I I
\ i \ - ✓ / \ / / I I I I III f I \ \
J /l III , I III Iy II I� I I I I I III 1 1 1 \ 290 ECB \ \ IDI-624
-� \ \ AcC �Fy I \ \ \ I I 1 \ I I �• _ \ \ / - _ \ \ \ _ _ _ -/ / / l l / 1 1/ h �I I I I IIII 1 I \ \ \ \ / I I \ 1 1 '�\ \ \ \\\ � \ FS.S`C'�SF6/tjF \ M 1 \ 1 \ 1 \ \ \ \ \ \\ \ \ \\ \I \I \I\ \/• \ \\ \\ \ - - \ \ \ \ \ \ \-- ---/ // / // / / // /// /11 I� l/I I/IIII II ;II II I II I I 1 I I I 6I \\ 2\\_�I.. 0
ilk 2.
/ :282D629INV. OUT: 282. O(D623)
RIM: 287.1ECB150�
\
\
INV. IN: 282.81' (DI - 617)
INV. OUT: 282.50'(DI-615)
\ I \ RIM: 286.45' 50 36 \ 37 \ \ 30 TOWN OF
\ ` INV. IN: 281.56' (CB - 607) C.' CB. 06A \ ECB 1 I I I HOLLY SPRINGS I
TUT E \ / / / / / / / I / /I/ I I I \ \ 1 I I I \ \ I 137 INV. IN: 281.31'(CB-606A) °C \ \ 1 PUBLIC UTILITY
I i
TEMPORARY CONSTRUCTION // / / / /s \\ 1\\ \\ \ \ \ \\ \\\ \ \\\ \ \ \ I II\ 6\ \ IN\V. \OUT: 281.30' (CB - 605sob I RIM: 286.74'\ I I II I III II
EASEMENTTOWN �EASEMENT \ECB 50135 INV. OUT: 281.48'(CB - 606)\�5 6\ I�ymE D�pIc\ATEDI,, 38 I 17
l l
ECB I I I
12' EXISTING LANE WIDTH (� \ \ \\\ \ \ u� I I I ) / / / / / 0 / TEMPORARY BORROW PIT: \ \ �\ \ \ \ \ \ i ' / / / / / / / / / / / / / / / I I I I I \ \ \ \ \ \ \ \ \ I @ 0.53% I I I I I I I 199.43 LF 1 I I
CONTRACTOR TO REPLACE \ \ \ \ / / / / / ( I I r I I \ \ I \ I
vA v / / // /� /� I I / V A \ \ \ 1 1 V I V © _ 15"RCP
MATERIAL AND BRING THIS AREA \ \ \ \ � i / / / I I I / \ \ \ I I \ I .' " I I I 3.17% I �
\ \\ \ o ( I BACK TO ORIGINAL GRADE \ \ \ �� / / / / / I ECB 0h / °� I I
v v v V A � � / / / / / I I I IIIIII V A � \ � �'��:: A �. � �' I N ( /
o % I I I I I �� \\ \\\ \\ �v-��� �/ // / �// / / 'DE
II III III / A A A\ \I I I I I I 202.60LF / I �� �� I I I 39 I 20
I I /I
DI - 623
----/ / RIM: 280.89' 285 ( I h
60 EXISTING RIW \\\� \ \ / / / / / / I I I I I I , \ \ \ \ \ / / / / / / I I I I \ \ I I I I I I I I I I ECB I @ 4.17/o INV. IN: 275.67' (DI - 624)
\\ `� \ 4/ I d l I l I l l I l III IIII \\\ I I I I o I I I I I I/ // - I INV. OUT: 275.45'
�F URVPUB�IC 10/AS HAI T / I I I I N I CB - 605
ULTJ�USE TRAIL/TO B� 20' DE � RIM: 281.52'
INSTRUCTED/BY LE,NNAR INV. IN: 274.78' (CB - 606) u I I I ECB I I I I I
�� \ ` \\ \ \ \ 1 1 \ \ O \ 1 \ \ \ \ / / I I INV. IN: 275.38' (DI - 615)
`� \ \ \ l I I l I I I I I I INV. OUT: 274.21' (CB 604) I I
/ ECB `L CB - 604 i1
FUTURE PUB IC 20'AAULT1-USE I I I ( I I 50136 237 I 50 f39
\ I / I I DI - 615 I RIM: 280.71' ( /
,,----EXISTING BOUNDARY/WOODS Z \ \ \ \ 0 \ \/ 1 O \ \ \ \ \ \ I 1 \ \ \ \ \ TRAIL EASEENT �0 BE/ / / II III I III \ I DI-6�5 - - - - 60 INV. IN: 273.97' (CB - 605) DI
\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ I I I / / I RIM: 280.64' I /� ". J 1
CREEK ROAD CENTERLINE \ \\ \ /\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ , \ CONSTRUCTED LEN�IAR / / I I I I III I \ \ INV. IN: 276.23' (DI - 616) INV. OUT: 273.66' (CB - 603) I % I /
\ \\ \ \ \ \� \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \\ \ \ \ \ \ \ \ / / / / / I I III II if I I I I / \ \ I ( INV. OUT: 276.07' (CB - 605) I - - I�$ti / ECBI i ( I c/
\\\ \\ \\ \\ \ ` \ \ \ \ \ \ \\ \ \\\\ems\ \ /' / I II I I
20
' D \ 30"1RCP ' cn 130.44 LF
18"RCP
RECORD DRAWING NOTES: \ \bl'
\ \ \ ` \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ i \ \ \ \ \ / l / l lI I / l / A D WSE = \s \ \ \ @ 0 55% \ 2�0 83.83 LF / / ^� @ f / /
\\ \ \� / s6z� 271.E \ \ \\ \
/\ \� \ i l �/ l P o s \ \ \ / / r I I
\ \ \ / 10 Y� / \ \ \ \ \ � � � 30" RCP I N ( /
1. THIS RECORD DRAWING SET OF PLANS IS BASED ON FIELD SURVEY PREPARED BY \ \ \ \ \ \ \ \ \ \ \ \ \ \\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ / I �/ // I \ \ \ \ \ \ / /\ \ 2 \ - - - @ 2.14% ECB I I
WITHERSRAVENEL. INFORMATION SHOWN HEREON IS COMPRISED OF EXISTING AND PUD BOUNDARY \ \ \ \ \ `\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ / / EST SEAM/ \ \ \ \ \ 280
PROPOSED CONDITIONS AS ORIGINALLY APPROVED BY THE TOWN OF HOLLY SPRINGS UNLESS \ \\\ \ \ \ TEMPGRARl�ONSTRlTET10�1 \ \ \ \ \ \ \ \ / / // / / / \ \ \ \/ \ \ r'� CB - 603
OTHERWISE NOTED. \ \ \ \ \ \ \ \ E�ASEM�NT V A V A \ \ \ V A \ \ \ \ \ \ V
\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ - / // // / / / / RIM: 278.29' )
\ - - _ - CB - 610 \ \ INV. IN: 271.87' (CB - 604) 80 { I I >
2. THE SANITARY SEWER AND STORM SEWER ASSOCIATED WITH CAROLINA SPRINGS PHASE 1, \ \ \ \ \ \\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ I \ \ - / �' // // / / / / \ l \ 02 / INV. OUT: 271.63' (CB -602) 0 I I I f
SECTION 1A HAVE BEEN PHYSICALLY SURVEYED AND THIS PLAN REPRESENTS, TO THE BEST OF \ \ I \ \ I I \ - _ / / / / I \ RIM: 273.70' -
OUR KNOWLEDGE, THE HORIZONTAL AND VERTICAL LOCATIONS OF THESE UTILITIES. \ \ \ \\ \\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ I \ \ \ - / / / / `�� \ ECB 5 cn
\ \ \ \ \ \ \ - � � ,/\ INV. IN: 268.49' (CB - 611) � 278> , , / / 50141
\ \ \ \ \ \ \ 1 1 \ \ \ \\ \ \ \ \ \ \ I I I I/r/EXNSTWGi00AL/ / / \ INV. IN: 267.99' (CB - 610A) \ 5/ l 43 / /g;I-62 �/
3. THE WATERLINE INFORMATION SHOWN ON THESE PLANS IS FROM PERIODIC INSPECTIONS \ \ \\ \ \ \/ \ 1 1 \ \ \ \ \ \ \ \ \\ ` \ \ / ^foOEAR ODPL/AIN / / �\ \ INV. OUT: 266.96'(FES - 601) \ 2 / -ECB DI-620 I
CONDUCTED THROUGHOUT THE CONSTRUCTION PHASE OF THE PROJECT. WITHERSRAVENEL \ \ \\ \ \ \ \ \ \ ` 1 1 \ \ \ \ \ \ \\ \ \ \ \ \\ _ / // / \ B / / RIM: 278.38'
MAKES NO GUARANTEE OF THE SURVEYED ACCURACY OF THE WATERLINE SHOWN. \ \\\ \\\ \\ �o \ \ \ \ 1 \ \ 1 1 \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ - - -/// / / / \ \ \ b1 \ \ \ \ _ 277 „ i g0' 2 / I INV. IN: 273.07' (DI - 623)
\ \ \ \ \ \ \ \ I CB - 611 ECB. \ \ 103.40 LF 80 OUT: 272.93' (DI - 632) 1
4. WITHERSRAVENEL IS NOT HELD RESPONSIBLE FOR INACCURACIES IN PLANS DUE TO SKETCHES \\ \\ \ \ \ \ I 1 \ \ \ \ \\ \ \ \� - I / / \
V A/ 1 1 \ \ V \ \ \ \ \ � J � RIM: 273.71' V ' 30" RCP
OR OTHER INFORMATION RECEIVED FROM CONTRACTOR(S) THAT DO NOT ACCURATELY \ \\\ \\ \\\\\ \ \ \ /\ I 1 1 I \ \ \ \ \ \ \ \ \ / / / / I INV. IN: 269.69' CB-611A \ \ o
REFLECT FINISHED CONSTRUCTION FIELD CONDITIONS. \ \\ \\ \ \ \ \ ) 1 \ \ \ \ \ \ \ \ \ \ \ f / 1 \ ( ) \ \ / @ 2.80% /
\ \ \ \ 1 1 ' I I I I \ \ \ \ \ \ \ \ \ \ \ \ I I r J ��C \ I CB - 610 INV. OUT: 269.53' (CB - 610) 276
\ \ \\\ \ \ \ \ \\1 __\ \\�\\\\J 44 / 18RCP
STREETS AND UTILITIES
TTOHS DETAIL RIM: 273.70'
WHRETRASSCSOILSON COMPRESSIBLE MINIATURE RIASSIC SEDIMENTARY ROCK -LIKE MATERIAL r I I \
INV. IN: 268.49'(CB - 611 \ RIM: 275.17' / ECB
EXISTS) THERE WILL BE CERTAIN SPECIAL CRITERIA REQUIRED FOR ROADWAY CONSTRUCTION. \ \ �\ \ \ \ \ / / I I I I I I I I I \ \ \ \ \ \ \ \ �_ _\ \ \\ \ \ ITV. IN. 267.99' (CB - 610A) \ \ \ \ 275 INV. IN: 268.73' (CB - 603) / ti1 / 1 I
THE FOLLOWING MINIMUMS WILL BE REQUIRED OF DEVELOPERS: \ \ \ _ \ A \ I \ \ \ \ \ \ \ \� �\ \\\ \ INV. OUT: 266.96' (FES -601) \ \ \ \ \ \ i INV. OUT: 268.38' (FES -633)
1. PRE -QUALIFIED GEO-TECHNICAL FIRM APPROVED BY THE TOWN MUST BE ON SITE FULL TIME \ \\ \ \ \� / / I I I I I I I \ \ \ \ \ ��OP��L` \ \ \ �_ \ 0142
WHILE THE UTILITIES AND ROADWAYS ARE BEING CONSTRUCTED. \ \ \ / I I I \ \ \ 10�YEAR.ELOODPLAIO N- ` \\ \ `\< 1 / / \ \ \ X 63 \\ \ \ I I I I I \ \ \ \ \ \ \ 0 3 \
2. DOCUMENTATION OF MOISTURE CONTENT, COMPACTION, DENSITY, GEOGRID DESIGN CRITERIA, \ \\ \ I I I I \ \ \\ \ \ ��� �\ \ \ \\ CB-611A > /� \ C-61� \ 274 - 50240
ETC. MUST BE PROVIDED TO TOWN INSPECTOR. \ \ \ \ \ I I I \ \\ RIM. 273.73' \ Bsa� 81.09 LF I rn
\/ I I I I I \ \ \ \ \ OU�4 \ 6 \ 71.65 LF 30' TOHS PUBLIC I Imo, I
3. ALL ROADWAYS WILL HAVE TO BE PROOF ROLLED AT BOTH SUB GRADE AND STONE GRADE BY 1\ \ \\ h \ / I I n I \ I \ \ \ \ \\ �\ \ \ \ INV. OUT:269.85'(CB7 .73 C 61bA\ '6
/ UTILITY EASEMENT
TOWN INSPECTOR AS WELL. \ \ \ \\�° \ \ \/ o I \ \ I \ \ �\ \ \ \ 30" RCP 0.86%
4. THE STANDARD ROADWAY CROSS SECTION WILL BE WOVEN GEO FABRIC DESIGN CRITERIA HP 270 \ I \\ \ I N I I \ I ` \ \ \ \ \ \\ \ 1 1 \ \ VWDE \ 5.59 LF /„i @ 1.07% i - @ ) S DI - 632
OR EQUAL ON ENTIRE ROAD (AND MUST BE APPROVED BY THE TOWN OF HOLLY SPRINGS), 7" ABC RIM: 276.13'
STONE, WITH ASPHALT COMPLETED IN STAGED CONSTRUCTION OF 2.5" I-19 ASPHALT AND 1.5" \ \ �\ \ \ \\ I \ \ \ I I \ CB-610A / 18"RCP Q / FES-633
S9.5C IN STAGE ONE AND 1.5" S9.5C FINAL OVERLAY INITIAL ONE-YEAR WARRANTY WITH AN / \\ \ \I \ I I ) o vR / I @2.86% INV.:267.61 �h' INV. OUT:2.83'(DI-620)
\ \ \1 1 I I \ \ \ '( RIM: 273.72' / \ � / � � � � '� INV. OUT: 268.29' (FES - 631)
ADDITIONAL YEAR EXTENSION STARTING AFTER FINAL OVERLAY SHALL BE REQUIRED FOR \ I \ \ \ l� I I I I I l \ \ ! I I INV. IN: 269.04'(CB-630) I 5 i.25 LF 124 l
ROADWAYS. FOR THE EXTENDED WARRANTY PERIOD, IT WILL BE REQUIRED TO POST A BOND, LOC, \ \ \ \ \ 1 I I I I '\ I I INV. OUT: 268.64' (CB -610) / 48" RCP -ES 30 INV
--270�1 /
OR CASH FOR 50% OF ACTUAL COST OF ROADWAY (STORM DRAINAGE, CURB & GUTTER, / \ I \\ I \ 1 \\ 1 I I I / I I I I/ II I I 30.81 LF @0•82% 50143
SIDEWALK AND PAVEMENT). F FES - 631
5. WHERE MANHOLES ARE LOCATED IN STREETS IT WILL BE REQUIRED TO HAVE SUITABLE OFF -SITE \ \ \ \ 1\\ 1 I o / / I I I I II N I I I I I / 50276 @ 3.38/0 ' 2 p INV.:267.59 / �O y
STRUCTURAL MATERIAL OR ABC STONE TO BACKFILL AROUND EXCAVATION OF MANHOLES UP TO \ \ \\ \\ ° \ 1 N 1 / / / / I / II III I J I \ RCP 60 INV \ h��o N
SUBGRADE. \ bc� - - ryb s }
6. AN ADDITIONAL FOOT OF STONE WILL BE REQUIRED 10' EITHER SIDE OF MANHOLE FOR ENTIRE \ \ \ 1 ) 1 1 1 / / I I I I I I� \ \ \ ^O 50125 ry- 481 FES 601 i / I/ % I
WIDTH OF ROADWAY. A \ V A / I II I I V��" V
ADDITIONAL MEASURES MAYBE DEEMED NECESSARY BY THE TOWN PENDING SEVERITY OF THE SOILS. / \ \ I / I I I I O \ Q INV.:266.50 i \ % I
THE PAVEMENT THICKNESS OF ANY STREET SHALL, AT MINIMUM, EQUAL THE DESIGN SHOWN IN THE \ �� I� \I / // // I I I I I II I °��I \ \ \� \O �1�. ' N 6, 6.83 LF / / \ / Ir
STANDARD DETAILS SECTION OF THESE STANDARDS FOR THE VARIOUS STREET WIDTHS. \ \ \ \' / / I V I I ,�A Q \ ti o 24" RCP \ C[� Y
APPROVED PAVEMENT DESIGN METHODS INCLUDE THOSE AS PROPOSED BY NCDOT, THE 1986 AASHTO \ \ UCTE
Do
GUIDELINES AND THE 1981 ASPHALT INSTITUTE MS 1 DOCUMENT.
WET ANDS
THE AASHTO METHOD WILL REQUIRE USE OF A TERMINAL SERVICEABILITY INDEX OF 2.0 FOR / ItWET
` I I I y �j
COLLECTORS AND 2.5 FOR THOROUGHFARES, SO = 0.49 FOR FLEXIBLE PAVEMENT AND SO = 0.39 FOR l �L
B0
RIGID PAVEMENTS, AND A RELIABILITY OF 98% FOR THOROUGHFARES AND A RELIABILITY OF 95% FOR \ \ \ \\ N \\\\ \ RIM: \ \ \ o \ N I��
COLLECTORS. V A A ��A V A /(� I \ ��
ALL STREETS MAINTAINED BY THE NCDOT MUST RECEIVE APPROVAL OF THE PAVEMENT DESIGN FROM \ \ \\\\\l % INV. IN: 272.31' (1302 CB)
NCDOT PRIOR TO THE BEGINNING OF CONSTRUCTION. NORMAL CROWN FOR THE PAVEMENT SECTION \ \ \ \ / INV. OUT: 272.15' (CB -630) / / / / P I 50302 b� - \\ 2b) I _/ _45 /
SHALL BE %"/FOOT, EXCEPT AS APPROVED FOR SUPERELEVATED CROSS[ 11SECTIONS \ \ \\ \\ \ \\/ / / / I-\ RCP 60 INVo
CB - 630
\\ %` RIM• 276 76' / 18" RCP `� Q° ' --, \ \ \ � � / / / // / � / �
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 (24 total sheets in this set). I certify that
all of the information provided is field -verified as -built information.
° aaaaaa000000000 ° o°a00000a000000000 0
° °\ \A C A R oo° \ \A C A R p° °°°
DocuSigned by:
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°°°°0000°00 < °°° °oo °°°°eeeeee°°° �oo / o°°
(Seal) o =°o °��FESS/p oo� ti °��FESS/p,9°°
4/27/2023
o 9°°o
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Igrg�PP'�F�2WStered Land Surveyor
Date
oSEAL o e o SEAL o e
° ° o e e
(Seal) d o-7 L-4390 0 o b o 0 033840 o g
DocuSigned by:
CuvliS Nl it V
4/26/2023
06'�0 <) �� o°� o° o �, °° FIL t N �� o0� ob
°° S U °° °° G °°
Igfigf�?FWYf�Pcfessional Engineer
Date
7. R`� G
°° V °°°°°°°°°°°°°Py °°°°° °°°°°'f'T°°°°°°°°°°°°°1,�°°°moo
°OOgMQN Ba b�°6
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Acceptance by Construction Inspector
Date
LEGEND:
EXISTING WETLAND
TREE PRESERVATION AREA
30' TYPE B LANDSCAPE SCREEN - B-40
+ + + 30' TYPE B LANDSCAPE SCREEN - B-75
Q Q Q Q 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
INV. IN: 272.00' (CB - 630A) 20' DE @ 0.59% +c�^o \ \\ \ I / / // l
60' EXISTING R/W \ \ \ ti� INV. OUT: 270.62' (CB - 610A)
\ 11 \
A AI 1 5 \/ //
A A\I 12 98LF 31.06LF
V A \ @ 4.RCP 18" RCP (CLASS IV) // 7 ��, •t1`' \ I A N V / i
@ 0.50%�-
\ RISER 6
TEMPORARY CONSTRUCTION \ `�� \� i \SEPARATE PLAN SET I
EASEMENT
WLV
12' EXISTING EOP LANE WIDTH
OFF -SITE ROAD IMPROVEMENTS BY OTHERS \ _I
NOT PART OF \\ \ - 30' TOWN OF HOLLY SPRINGS
r' Y / \ \ 50251 \ / } J PUBLIC UTILITY EASEMENT
FES 30
THIS 30' TOWN OF HOLLY SPRINGS \ �/
,2
\ \
PROPOSED VARIABLE \
WIDTH UTILITY EASEMENT
\ N
12' EXISTING EOP LANE WIDTH \
60' EXISTING R/W\ \
\ ,
\I PUBLIC UTILITY EASEMENT � \ � \ / / %
At T
\ \ J L 1 �,
\ I J I FLOODWAY I
/o I
FEMA 10)YEAR f r l -
\ FLOODPLAIN - i
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+✓ I ,\ \ L \ \� ( I J �� GRAPHIC SCALE
50 0 25 50 100
1 inch = 50 ft.
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Job No.
Drawn By
02190372.20
W R
Date
Designer
02/O6/23
WR
Revisions
1. TOHS COMMENTS ADDRESSED 03/03/23
2. FINAL RECORD DRAWINGS 4/18/23
Sheet No.
C4,11

DocuSign Envelope ID: 6970E74E-40AC-4FCB-9835-8599A52ED973
LEGEND:
EXISTING WETLAND /
v' 231 cv J \A h b 1 )
rNi �\ M �ti 92 _
TREE PRESERVATION AREA CB - 1213 ECB N I ECB
DI - 1237-� _ - M \EC _
3
24
FIDE
30' TYPE B LANDSCAPE SCREEN - B-40
� 324 CB-1238 � 23 I
I 1LU
+ + + + + + + 30' TYPE B LANDSCAPE SCREEN - B-75 II ECB 2F 91 J
co ECB I l
0 0 0 30' TYPE B LANDSCAPE SCREEN - B-225 I I I ECB J r� 90
_ O
I 234 -Q w ECB
~ U -
1 W J ECB <U sl 89 u�
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r U) - I ECB O 1
236324 _I I 88
ECB
I I I ECB
_ O
:B- 1214 CB - 1216 237 ECB
/ ECB 86
DE ECB
\ 323 �r� I� �■
CB -1220
322
-
°,CB -1215 (TYP CB -1217
- I
L W SPILL C
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\ \ Q u
321
_FUT_U�EPHASE \ \ \ CB-2061
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/ 10' ASPHALT MULTI -USE /
TRAIL (TYP)
/ - � � YI - 2081 /
PHASE ONE TRAIL ENDS HERE - �/
/ - FES - 2082
20' MULTI -USE TRAIL
EASEMENT (TYP) -
J �
co M M
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L
No ■
ECB 84 I
I
INV. IN: 299.55' (DI - 891) CB - 715 153.11 LF �9 BW= 277.30-
/ L INV. IN: 300.78' (DI - 852) / 20' RIM: 302.00' 300 15" RCP J s \ \
L l \ l l INV. IN: 301.88' (ADS - 883) - INV. OUT: 296.74' (CB
\ p INV. OUT: 299.01' (JB - 802) � -
/ r \ 1 \ I 162.61LF-���--�
C, ' \ M> \ \ \ I l I \` o\ 0189 I 42"
CB - 702
JL \ \ )1 \\ ( (� I (I (/ I\ \ 1 \ \` \ \ ��'52.35 LF 31.14 LF RIM:296.86'
� \ d ��., I � RIM: 296.21' I
\ v i \ \ \ ` r \ S " 1 18" RCP 36" RCP ; , INV. IN: 288.56' (CB - 703)
\ i 1 u� L \ \ (� I \ • \1 \ l -f T AME•N I SITS \ \ /J 103.48 LF I I \ 1 \ INV. IN: 290.76' (CB - 715) 0
INV. OUT: 286.18' (FES - 701)
\ ` �O 1 \ \ I ) \ I 1 \ 24" RCP INV. OUT: 290.58' (CB - 703) I °G
C/ \ a \ \\ \ 1 @ 0.99% I o I
~ t \ \ \ \ 0 RIM: 296.79' I 30"
- ✓� \ \ I J \ ^ \\ U, \ \ \ \ I I I DI - 852 l \ INV. IN: 289.22' (CB - 704) / @-
�> \ I / l 1 \ \ �o \ \ \ \ I I RIM: 306.49' 53 I 54 55 56 \ Q O 1 INV. IN: 290.25' (CB - 714)1 I ECB/
w V 1 I I INV. IN: 302.40' (CB - 856) ECA ECA \ECA ECB ( ECB_ I ECB INV. OUT: 288.78' (CB - 702) f \ I / PDE �70 36" RCP
c, �n \ \ ( ) ) CB 707A I / °G PUE
1 50284 INV. OUT: 301.80' DI - 803 \ Z f 1.22%
_ t a 00 o \ d `o DI852 502 \ I CB- 704) r, ` 43.52 LF
\ ) ) I \ \ r� �� -.M~ .� °q \ oro / RIM:302.84' v CB7 A o
/ ( ti \ M \ "4 � I INV. OUT: 298.27' CB - 707 0 M 30" RCP
v 1 7 CB - 710 \ 50282 - J CB - 708A ( ) M INV. IN: 291.36' (CB - 705)
\ \ 1 / \ ti INV. OUT: 291.12' (CB - 703)
RIM: \ � � ` \ \ \ CB708A RIM:306.62' _ � N
INV. OUT: 310.49' (CB - 7091 1 INV. OUT:
- � CB - 705
RIM: 29 .63' 27.09 LF FES - 701 /
INV. IN: 292.79' (CB - 706) 30" RCP _ I < INV.:285.11 j
26.93 LF c�- 15 RCP INV. OUT: 292.63' (CB - 704)
324
11 ) \ I ` 1 1 \ J v8 15" RCP
\ R R R IL C R 1 CB-717A
i 3p2811 ) R @ 1.08% R 172.04 L - F TYP RIM: 300.79'
I B 710 W _ _ _ - P INV. OUT: 295.04' (CB - 717)
RIM: 321.70' 24" RC F 6
187.34 LF 2.39% \
5045 INV. OUT: 316.71' (CB - 713A) \ \ ( I \ 15" RCP � . ' �M
- A @ \ 1
26.96 LF CB 3 \ J 1.22% ' \ \ 5 i 24' RCP 502 I , P E \ ( '
> ` `� a I I � \ @ :: ' � R � � 1 \ \ C _ @ 1.86% CB707 � \ 1 02
15" RCP ,
_ \ CB 706 43.89 LF
\ \ \ \ \ I RI :702 \ RIM: 299.70'
\ sr�-1s - 229.99 LF I \ \ \ �' CB - 708 � � 18" RCP
W W SP LL CURB 1 ' - RIM: 3: 297. \ INV. IN: 293.53' (CB - 707) 1 00% \
W W W W e ) � � 18" RCP \ \ 1 0 \ RIM: 306.61' � INV. IN: 297.81' (CB - 708) INV. IN: 294.02' (CB - 717) @
@ 3.60% \� \ \ _\ INV. IN: 301.67' (CB .709) ,
INV. IN: 297.98' CB - 707A
\ INV. IN: 302.19' (CB - 708A) o - - - ( ) O\ \ \ I
R r 1 ^�� ( \ ( ( < I - - � 10 10 INV. OUT: 297.64' CB - 706 INV. OUT: 293.06' CB - 705
INV. OUT: 301.29' CB - 707 M
d2 R o � \ rl ✓ � u'O 0 \ \ ( ) o 0 0 0 ( ) 47 \ 0 105.69 LF
\ \ \ 0 M M M 49 M M M
a, s J �•� \ 50`28 \ 1 I� o s� � � O O
� \ \ \ \ 52 51 50 CB - 717 � 15" RCP
\ RIM:300.77' C °
\ \ ECB ECB ECB ECB ECB ECB INV. IN: 294.63' (CB - 718) @ 0.52 /° \I \ RI : 718
303
RIM• 314 68 \ �\ S \ \ \ � '\
RIM: 303 91'
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\ I \ �\ - 20' PDE INV. OUT: 294.46' (CB�706) \\ \
INV. IN: 310.16' (CB - 710) \ i I \ 3 oo \ \ \ \ INV. IN: 295.34'(DI-718A)
\ INV. OUT: 295.18' (CB
•� CB - 713A 50 5 � \� ( I , \ 1 INV. IN: 310.12' (CB - 750) \ I o ) � � I ,/� \ \ \,� e� � I � I ( �
RIM: 321.76' CB 13A INV. OUT: 309.94' (CB - 708) \ M
1 r
- INV. IN: 316.38' (CB - 713) 60.48 LF ( RIM: 319.87' 195.39 LF o \ I II (' `\ 1\
INV. OUT: 316.15' (CB - 750) 15" RCP 7 INV. IN: 315AT (CB - 713A) 15" RCP
@ 1.19% I 50556� INV. OUT: 3151.27' (CB - 709) @ 2.64 /° I ^
ECB W I I J ) 1 I /� ---� \ \ \ / \ Z
0151\ 3176 LF / 1 __J
IUU _ \ \ 1 D 718A \ 15" RCP \ G
- - _ Ln I I \ i FES-2008 \ \ FES - 2011 \ RIM: 299.61' O \ h
I ,� c, cn \ \ \ C \ \ I \ \ \ \ \ 1 z \ @ 0.85% 3° /
83 Q I ) \ \ \ \ I I / \ \ INV. OUT: 295.61' (CB - 718) O /
ECB@ m I W I { ) ( \ PUBLICwMULTI-U�- l \ ,� \ \ \ \G \
phi a I 65 ECB I -� I S, % / l \ \ \ ( / I I l , \ \ TRAtL�,ASE
- IUU I / \ I f FES 2009 \ \ \ -
Q V \ \ \, \ \ \ \ -FES 2010
LUi - (J I C I \ \ l l lJ\�ebBf�-10' ALT
Q
N MULTI -USE TRAIL (TYP) 300_ \\G \ I I I - - 10' A:
66 I ) , L I t \ / I~ I / / I h) ?9 \ \ \ \ G - �- \ \ \ \ I \ \ / TRAII
ECB / ti I I (' o �( I
G INE\CO\ MPANY
P1�L
\ - /
P LIC�0' ASPHALT
0 50' DIXIE PIPELINE COMPANY RIW ( \ \� 1 \ \ \ \ \ Ib1U\ I E T�AL(Tl?P)\
DB 2758, PG. 643 G �- / ` I �l -
II G - l I I / 1 I \ \ X y \ \ 1 y \ \ \ \ \ \ \ \ \ \ \ Pq13LIC 3�MULTI-USE \ \ \ \ \ \ \ / '.
\\ I 1 _ \ \ \ \ \ \ \ RAIL\€ASEMENT (T� P� 3os \ 'd' o
NOT PART OF 1 � CB-1009 /� � � � _-�-� ��'-� ,� �. xl -� +` \\� \ \ \ � \�� \�� ; \ � \\\ \\\; \ � \\� \\ ��\ �\ � \ �\ \ \\ ECB
---- ��-- - ��->-� J I, I�� I t \ \ \\ \ \ \ \ \ \ \ \ \ \ \\ l
THIS PHASE , T OF BANK 3 \ \
RECORD DRAWING NOTES:
M
1. THIS RECORD DRAWING SET OF PLANS IS BASED ON FIELD SURVEY PREPARED BY
WITHERSRAVENEL. INFORMATION SHOWN HEREON IS COMPRISED OF EXISTING AND
M
PROPOSED CONDITIONS AS ORIGINALLY APPROVED BY THE TOWN OF HOLLY SPRINGS UNLESS
OTHERWISE NOTED.
S -1001
2. THE SANITARY SEWER AND STORM SEWER ASSOCIATED WITH CAROLINA SPRINGS PHASE 1,
- - DI -1002 - - - -
SECTION 1A HAVE BEEN PHYSICALLY SURVEYED AND THIS PLAN REPRESENTS, TO THE BEST OF
OUR KNOWLEDGE, THE HORIZONTAL AND VERTICAL LOCATIONS OF THESE UTILITIES.
= m
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.
M
82
4. WITHERSRAVENEL IS NOT HELD RESPONSIBLE FOR INACCURACIES IN PLANS DUE TO SKETCHES
ECB
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
89
EXISTS) THERE WILL BE CERTAIN SPECIAL CRITERIA REQUIRED FOR ROADWAY CONSTRUCTION.
THE FOLLOWING MINIMUMS WILL BE REQUIRED OF DEVELOPERS:
y� ECB
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
PyBLI 10AS AI}T p \ \ \ \ \ \ \ \ \ \ \ \ \ \ 00 - \ \ \ \ 20 / /11
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�--� - - / ° , �L J P BLIC 30 MULTI- SE ) M/ULTI-U/ / � I T / \ f\� � \�\ \ \ \ \ \ - \ \ � � \ � \ \ \\ \ \ � � \ \ \ \ \\ \ ECB/ / d /
n111- -y- -/ (�S I 1�RAILASFfMEN(T1�P) \
I- ECB'v �\ \ \ \� \ \ \
CB I003A / _ \ \ \ \ \ \ \ \ \ \ \ \ \ RIM:302.54' /
\ INV. IN: 296.29' (CB - 609A) cn
(I 'I i - / tip,- � � / �/ � / / / / / / / / � /\//// �ytiq� / / /�� �\\ �� \ \\ \ \ \\ 29S ��\��\ �\ \ \ \
CBI 1004A o / //' \ \ \ \ INV. OUT: 296.10' (CB - 608)
-- (!�i 68 I o �/ ✓ /� i� / // /// // / \\/ / / ///OVA �� \ V A V A AV A � V A A \ \ \ \
ECB l / / i �'/i ice/ / /\\\\l / / / \/% / t t��\� \ \ \ \\ \ \ \ \\ \ \ \ \ \ \ 1 \ \\ \ ECB
CB -1004 SPILL CYR6/ -) /� / J \ \ / \ \ \ \ \ /
CB-10031 20'PDE , ii 0 �i �� �/ \ 1 \ \ \ \ \ \ T CC
DI-619 \ 30
(� / 31 \ I I /\\\ \\\ \ �� \ \ �, \ \
i i i i �/ l \\ \ \ \ \ �290 \ \ \ \ \ �29 \ \ \ \ \ RIM: 301.70' \
N� I - = CB -1006A - - / �/ % i oy ' / \ \\ I / / /� \\ \\ \\ \ \ \ \ \ \+\ ' n \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ B 609
\ O \ \ \ \ INV. OUT: 295.82' (DI - 618) \ 5 229
�YI -1005� I I XI / �V 'C m A \ \ \ \ \ \ \ \ 0145
c2 1 I CB -1006 \ \ oc
ETC. MUST BE PROVIDED TO TOWN INSPECTOR. 80 11
3. ALL ROADWAYS WILL HAVE TO BE PROOF -ROLLED AT BOTH SUB GRADE AND STONE GRADE BY CB-1011
TOWN INSPECTOR AS WELL. CB - 1018 ECB
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 1
STONE, WITH ASPHALT COMPLETED IN STAGED CONSTRUCTION OF 2.5" 1-19 ASPHALT AND 1.5"
S9.5C IN STAGE ONE AND 1.5" S93C FINAL OVERLAY INITIAL ONE-YEAR WARRANTY WITH AN
ADDITIONAL YEAR EXTENSION STARTING AFTER FINAL OVERLAY SHALL BE REQUIRED FOR 0 _CB -1012
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). 3
5. WHERE MANHOLES ARE LOCATED IN STREETS IT WILL BE REQUIRED TO HAVE SUITABLE OFF -SITE ��� R -_-R - - R R
STRUCTURAL MATERIAL OR ABC STONE TO BACKFILL AROUND EXCAVATION OF MANHOLES UP TO '' CB -1013
SUBGRADE. _ _ -
6. AN ADDITIONAL FOOT OF STONE WILL BE REQUIRED 10' EITHER SIDE OF MANHOLE FOR ENTIRE
WIDTH OF ROADWAY. CB -1021
ADDITIONAL MEASURES MAY BE DEEMED NECESSARY BY THE TOWN PENDING SEVERITY OF THE SOILS. I
THE PAVEMENT THICKNESS OF ANY STREET SHALL, AT MINIMUM, EQUAL THE DESIGN SHOWN IN THE /�I ECB 79
STANDARD DETAILS SECTION OF THESE STANDARDS FOR THE VARIOUS STREET WIDTHS. L,,
APPROVED PAVEMENT DESIGN METHODS INCLUDE THOSE AS PROPOSED BY NCDOT, THE 1986 AASHTO 5 CB - 1014 I
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 LLi 78
COLLECTORS. ECB
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 3
SHALL BE %"/FOOT, EXCEPT AS APPROVED FOR SUPERELEVATED CROSS[11SECTIONS 2
I
77
A
ECB
SHEET KEY MAP /
z
/s ` CB-101
7
•
Mimi®
2
1
W
ZWL ARV
- FM
D C RWLV 25
OTHERS / /- ; - _ T,�� 325 \ \ \
1 I
I
20'FPITE / // /i % / / / ! \\ / / / / \\\ \ \ \ \ - - - _ \ _ \ \ / , % ) \ \ \ \ \ \ \ \ \ \ \ \ \ 1619 CB - 609
/ \ \\� \\\ \ \\ _ - _ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ 1 \ ECB RIM: 302.54'
INV. IN: 296.29' (CB - 609A)
ECB \ / // \ \\\ \\\\\\\\ �\ \ _ \ �, \ \\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ I ( )
( \ \ \ \ \ INV. OUT: 296.10' CB - 608 .
\ \////\\\�\--�_�\\\�FUT�Jf�
\ \ \\\ \ \ \ \ \ d1nII� PARK AR A
\ \ \ \ '�• \ \ \ \ \ \ 17 /
\\ \\\\ \ \ \ \ \ \ \ \ \ \ I 148.11 LF / I I
ECB / 1 1 1 1 \ \\ \\ / / \ \ \ \ \ \ \ \ \ \ \ \ \ AC\ \ \ \ \ 15" RCP ECB
\ I \ \ \ \ \
/\ III ----� \ \ \ \ \ \ \ \\ \ \ \ \ \ \ \ \ \ \ \ \ \ I @1.12% 200.03LF Q
A\TED \ \ \ \ \ 15" RCP
20- DE
Ix
Aw
ECB \ \�\\ \\ • .�ii.• �.%' = i - / - _ _ \ - - \ \ \ \ \\ \ \ \ \ \ \\ \ \ \ \ \- \ \ \ I I Ec6Al
I'
\ I 1 \ \ FEM EFFECTIVE 1 YR
- - - _ - - -_- _ _ - _ , c 007 \ \ \ \ ` - _ - - _ / / - - \ \ \ \ \ \ \ \\\\\ \ \ \ \ \ J 300 CB 608
\ \ \ \ \ \ \ EMA'EFFE\CTI F UR \ \ \ I RIM: 298 4T
\ - - - - \ \ \ \ \ \ \ 1 1 \ \ \ 300 INV IN 293 66' CB 609
II I \ \ \ -_ - -- --_--� -- --'i'- '_ \FU URE�BLIC1'AS�JiAT\ \ \ \ 2 I \ \ \ \\ \ \\ \\ \ DI-618 . • . ( - )
MULTI -USE T IL TH) \ ? \ 5 1 \ INV. IN: 293.67' (CB - 608A)
�-- \ \ \ \ \ -WETLANDS (TYP) � ` - - � ' � � � -� �- - \ \ � �j \\\ \ 1 0 E\ � \ \ \ / \ �\ \ \ \ RIM: 298.2T
- / -\6�ONSTRUC D BY LENNP\R`\\ \ \ \ INV. IN: 294.16' (DI - 619) \ D11-6 \ INV. OUT: 293.38' (CB - 607)
\ I �\ \ \ \ \ I o
1 INV. OUT: 294.05' (DI - 617) \ ECB
\ 50232
FUZURE PU� IC 2 ' MUL -USE TRAIL EASE E �\\ \ \ \\ \ \ T P pF
�iQ BE. ONSTRUCT\ D\BY EN AR \ \ \ \ \ \ \ \� `�( / J/ \ I I \ \ 1 \ 1 \ \ \ I \ 300
ECB-608
014A
\8\\
A,� \ \\ \ \ \ \\ \\ \ \ \ \ \ \ ECB \ n
3Q' HO�LLY\SPIN�GS \ \ I \ \ \ v'-
ECB 73 \ 305_ - \ \ / \ \ \ \ \ \ \ \ \\ \ \ \ \\\ \ \\� \� \ \\ \\ \ I \ e\, \ CAFE F€AI2�U ER
LENNAR CAROLINAS LLC 15" RUP
A \ \\1, \\ \,\\, \ \ \ \� \ \\ \ \\ \ \. \ \\\ \ \ \ I 0 2 55%
DB 17612, PG. 1928 \
Mo / \ LAND USE: \
/ ECB 74 I - �\
_ ZONING: PUD /
OWN OF HOLLY SPRINGS
CB-1015A
I ICI CB -1008 \ -
TEMPORARY BORE PIT:
/ ECB 75 I I / / \ CONTRACTOR TO REPLACE
\ _ _ MATERIAL AND BRING THIS AREA
I I I 295 \ BACK TO ORIGINAL GRADE
ECB / 1 I N \ M
30
76 /� / I I °� / 0---------�
Job No.
Drawn By
02190372.20
W R
Date
Designer
02/06/23
WR
\ \ \ I\ \ ECB
\ \ \ \\ \\ I I \ \ \ 18" RC Revisions
\ @ 2.86'
DI - 617 I \ \ \ \ 1. TOHS COMMENTS ADDRESSED 03/03/23
RIM: 293.41' \ ` -
I - 12
� INV. IN: 288.92' (DI 618) \ \ \
� 2. FINAL RECORD DRAWINGS 4/18/23
INV. OUT: 288.72' (DI - 616) ECB
I I 5 1 8 \ \ \ i
\ \ \ \ \ \ 2q 5
CB - 607
\ s RIM:292.77'
\ \ \ \\ \\I \ INV. IN: 287.65' (CB - 608)
\ \ \ \ INV. IN: 287.48' (CB - 607,
\ \ \ \ I M / �O° \ \ �_ - - - - - I IN\/ 0 IT• 9A7 nd' (CR _ RnF,I
v/c,, \ \ \ / \ _ EASEMENT ABBREVIATION LEGEND
V \ \ \ \ oh \ \ \ \ - DE DRAINAGE EASEMENT (PUBLIC)
\ / \ \ \ \o \ \ \ M - \ \ \ - \ \ GE GREENWAY EASEMENT (PUBLIC)
/� \ \ \ PDE PRIVATE DRAINAGE EASEMENT
PGE PRIVATE GREENWAY EASEMENT
/ PILE PUBLIC UTILITY EASEMENT
SCMMAE SCM MAINTENANCE AND ACCESS EASEMENT
SDTE SIGHT DISTANCE EASEMENT
STE STREET TREE EASEMENT
VWDE VARIABLE WIDTH DRAINAGE EASEMENT (PUBLIC)
GRAPHIC SCALE Sheet No.
50 0 25 50 100
C4.2
1 inch = 50 ft.

DocuSign Envelope ID: 6970E74E-40AC-4FCB-9835-8599A52ED973
0
J
J
Q
Y
LEGEND: � � ��
DE � � � A � O
EXISTING WETLAND �'� ' CV) \ \` I
I /j f DI-914 U w
\ \ w� \ ECB /� �' v / ti���� ' . . .E F ]
v .. � •• FUTURE FW /
/� 50 TREE PRESERVATION AREA � ' � A� V A A WETLANDS (TYP) \ \ \ � . • � � PER APPROVED
ECB 151 CLOMR /
� /
30' TYPE B LANDSCAPE SCREEN - B-40 \ V A I \ \ \ ECB 152 NOT PART OF 29$
/ \ \ \ \ \ \ J ECB 153
+ + + + 20 \ ' E \ \ V - -�' \ ECB 154 /
+ + + 30' TYPE B LANDSCAPE SCREEN - B-75 2 EXISTING POND O I - ECB 155 THIS PHASE o
\ \ \ \ A V A\ \ \ TO REMAIN \\ �2� j �" LE (TYP) N
30' TYPE B LANDSCAPE SCREEN - B-225 � � I V A \ � \ \ � , � � ao' Pue_� ECB
I
/ PRIVATE 10' ASPHALT
MULTI -USE TRAIL (TYP)
\ 1 \ \ \ \ / �� v v ti /� Rj1W ' a-g / /
AT 30' ULT SE
IL E SE NT
EXISTING CLOGGED PIPE TO BE PUMPED / ✓ \ \ I � � .Q 165
WITH FLOWABLE FILL AND ABANDONED / / v r ECB
z°De
POND BUFFER
/ \ I ECB /
80
50
/ h SWALE 6, SEE DETAIL
L\ FES 865 RIM:292.91' / / / ) ECB / <i o0 �. / /j• / 1 , _ arRw
4j ) 1 i \ / / INV. IN: 285.47' CB - 867 r ° V /39,
r% 1 7 i"?p \ I \� \ \ / / RIM: 289.45' INV. IN: 285.44' (CB \ \--
L \ J I INV.IN:284.41'(DI-866)
INV. OUT: 285.01' (FES -� 5)
��� ` 7�\, �\ l I �\ \ \✓// �� �,.' 20'SCM
1 J DI8 . - `// L ] \ \� / ° SCM 8 100.91 LF / CB 868 ' / /O
c/ 50275/ RIM29394' /�
/ \ % \ \ \ \ \ / WET DETENTION POND 54" RCP \ : ./ �QJ� 160 ECB
v / ✓ A\ ( L J \ \ \ �� @ 0.59% §6 35.98 LF INV. OUT: 286.08' (CB - 867) ` / ✓ \' / f / f -
� � -� � L -. " �\ ✓ I I � � \ DI - 803A �W TLANDS \0 o 0.Iy\ .0
RIM: 311.55' �(TYR) 293.99' 2873-
/ DI J 159 \ECB / / /// J // � S //� ✓
/
- 881
✓ '\ L \ r \ \� J INV. IN: 302.21' (DI - 804) \ �` `� N 30' RCP \ INV. IN: 287.66' (DI - 881) - RIM: 291.46'
INV. IN: 303.95' (DI - 888) A 3 \ Lo @ 1.84% INV. OUT: 287.51' (CB - 879) INV. IN: 289.07' (ADS - 882)
l \
315 \ \ ti INV. OUT: 302.19' (DI - 891) � \ p �i \ � qo � /� INV. OUT: 288.16'
5021�7 RISER 8 \ i CB 867 027 f - tiq qh
d \ FES - 801 Lq0 RIM: 294.06,'86.1
7 M a \ j \ / INV INV. IN: 285.94CB - 868
i f - 1 ✓ \ \ ) r �\ 1 28 �� g - INVIN: 28689' (CB - 879)
w ( )
. .
1 \ I 182.46 LF 0 DE \ 29 �D BW- INV. OUT: 285.85' (DI - 866)
30.59 LF 5027 / \ \\ \ `i
r \ BW= 283.82 \ / / r
2.30% \I \ wo 0o O 36" RCP i CB 9 _ 9 / 30' HOLLY SPRINGS "
\ 96.58 LF Zq0 50227 / @ 0.98% LE / / 63.62 LF / / CAPE FEAR BUFFER \ \ "
\ 50 86 `/� (TYP)
6.51 LF
\ � �� M � BW= INV � )
/ \ � -. _ / _
DI M� I PUBLIC I V ASPHALT 60" RCP CB _ 879
1 \ 28 @ 1.38%
RIM: 309.51' I I MULTI -USE TRAIL (TYP) _ BW= RIM: 294.05' I
RECORD DRAWING NOTES: \ \ \ \ \ \ INV. IN: 300.29' (DI - 803A) I' � - -B - 802 0 / k8'RCB INV. IN: 287.42' (CB - 880) J ADS - 882 J
\ � ) INV. OUT: 300.01' (DI - 803) / ` 2q i "- - C r - RIM: 292.22' SWALE 6, SEE DETAIL BELOW
PUBLIC 30' MULTI -USE RIM: 302.99' 290 INV. OUT: 287.19' (CB - 867) - - 1
\ \ h \ 56.40 LF I - J INV. OUT: 289.78' (DI - 881)
\ M~ \ a TRAIL EASEMENT (TYP) INV. IN: 296.75' (DI - 803) \� -
1. THIS RECORD DRAWING SET OF PLANS IS BASED ON FIELD SURVEY PREPARED BY 42 RCP
\ � \ � \ DI - 803 ° I INV. OUT: 285.95' (FES - 801) 5
WITHERSRAVENEL. INFORMATION SHOWN HEREON IS COMPRISED OF EXISTING AND \ @0.82/0 29 �� / /
307.74' _ - - - - ✓ FEMA EFFECTIVE : / / / 4 %
PROPOSED CONDITIONS AS ORIGINALLY APPROVED BY THE TOWN OF HOLLY SPRINGS UNLESS \ / I - BW= 277.30 ( �\ - / 100 YEAR - , /
\ INV. IN: 299.55' (DI - 891) y CB - 715 153.11 LF �'� _
OTHERWISE NOTED. \ \ r \ \ l ` INV. IN: 300.78' (DI - 852) -�z L20' RIM: 302.00' 15" RCP _ \ J FEMA EFFECTIVE
2. THE SANITARY SEWER AND STORM SEWER ASSOCIATED WITH CAROLINA SPRINGS PHASE 1, L l \ j INV. IN: 301.88'(ADS -883) - 50P INV. OUT: 296.74'(CB-714)'.. O @3.91% BW=282.14 1 /
� 1 / • ,.. , ... �..-..........� - _ O -. E \ \ / ., \ FUTURE `� off \ l �. � �•"
SECTION 1A HAVE BEEN PHYSICALLY SURVEYED AND THIS PLAN REPRESENTS, TO THE BEST OF \ INV. OUT: 299.01' (JB - 802) I 162.61 LF ' - _ _ - C - M - \ ` 1 \
- \ L� �\
OUR KNOWLEDGE, THE HORIZONTAL AND VERTICAL LOCATIONS OF THESE UTILITIES. 5028 o\ '\ 5 I 42" RCP \ \ 1 \
C DI803 I \ i ,
• ,�i o
3. THE WATERLINE INFORMATION SHOWN ON THESE PLANS IS FROM PERIODIC INSPECTIONS \ I AC�ESS�EASE 52.35 LF 31.14 LF RIM: 296.86'
CONDUCTED THROUGHOUT THE CONSTRUCTION PHASE OF THE PROJECT. WITHERSRAVENEL I\ \ ` r \ \ \ \1 1 RIM: 296.21' \ ( " • J
l l �T T AMEN � SIT& \ s\ I I , INV. IN: 290.76' CB - 715 18" RCP 3@6" RCP INV. O T: 286.' T (- 703) ) \ \ \ \ o
MAKES NO GUARANTEE OF THE SURVEYED ACCURACY OF THE WATERLINE SHOWN. �i 103.48 LF 1 \ \ ( ) INV. OUT: 286.18' FES - 701
\ I "� I INV. OUT: 290.58' (CB - 703) 1 °� -
1
4. WITHERSRAVENEL IS NOT HELD RESPONSIBLE FOR INACCURACIES IN PLANS DUE TO SKETCHES / \ z \ \ \ @ 0.99% I o P >
i \ M LE :B - 703 I 45.09 LF� 04�7 I I I(\ 1 1
OR OTHER INFORMATION RECEIVED FROM CONTRACTOR(S) THAT DO NOT ACCURATELY r \ \ \ a ` ` fit` \ \
t \ \ � I \ RIM: 296.79' 30" RCP
REFLECT FINISHED CONSTRUCTION FIELD CONDITIONS. S \ i \ I 1 (TYP) \ ° �67�Y
J \ ^ w \ \ \ I DI - 852 INV. IN: 289.22' (CB - 704) 4 21 `
5. IN STREETS AND UTILITIES LOCATED IN THE TRIASSIC BASIN AS SHOWN IN TOHS DETAIL H5356 �O \ \ \ RIM: 306.49' I 53 I 54 55 I 56 57 I \ 58 / @ /0{� �\ \ \ /
\ O \ Q 1 INV. IN: 290.25' (CB - 714) 1 I ECB / R \ 87.99 LF ` \��� I I / /J
r \ \ ECB_ ECB i l g70
(WHERE TRIASSIC SOILS ON COMPRESSIBLE MINIATURE TRIASSIC SEDIMENTARY ROCK -LIKE MATERIAL 1 \ i _ \ \ \ \ � INV. IN: 302.40' (CB - 856) ECA ECA ECA ECB � I � INV. OUT: 288.78' (CB - 702) f ` I PDE \ 36" RCP
EXISTS) THERE WILL BE CERTAIN SPECIAL CRITERIA REQUIRED FOR ROADWAY CONSTRUCTION. I / �.p \ 50284 INV. OUT: 301.80' (DI - 803) \ / 1 22%
\ .-, H o \ L ,,, DI852 CB - 707A 502 \ 1�1 CB - 704) I / i( °G
THE FOLLOWING MINIMUMS WILL BE REQUIRED OF DEVELOPERS: , ti \ \ 3 N o \ .� \ \ 43.52 LF 20' TOWN OF HOLLY SPRINGS \ \ �'I I I ° i
S coMM1 ti ,,, r, q % RIM:302.84' M o ? v
1. PRE -QUALIFIED GEO-TECHNICAL FIRM APPROVED BY THE TOWN MUST BE ON SITE FULL TIME I t \ M \ �� �o \ O � I + / o CB7 A / o RIM:298.36' 30 RCP ( / /
WHILE THE UTILITIES AND ROADWAYS ARE BEING CONSTRUCTED. I CB - 710 \ ` \ \ 50282 CB - 708A , / INV. OUT: 298.27' (CB - 707) PUBLIC UTILITY EASEMENT '1 1 \ (/ /
2. DOCUMENTATION OF MOISTURE CONTENT, COMPACTION, DENSITY, GEOGRID DESIGN CRITERIA, I RIM:314.67' \ \ \ \ CB708A RIM:306.62' ti INV. OUT: 291.12'(CB-703) 292/0 \ \ \1 / / / �/
ETC. MUST BE PROVIDED TO TOWN INSPECTOR. l ` ( v INV. OUT: 310.49' (CB - 709) \ INV. OUT: 302.48' (CB - 708) / �. , .,. , CB - 705 0� N / f4 ' 28$ \ \ ' \ \\ \ \ / �� \ J�
3. ALL ROADWAYS WILL HAVE TO BE PROOF -ROLLED AT BOTH SUB GRADE AND STONE GRADE BY \ ;,� \ `3 ) \ \ \ I / EXISTING PROPERTY LINE
TOWN INSPECTOR AS WELL. W
\ I U \ 27.04 LF '(CB - 706)
30" RCP INV.:285.11 \ 1 ' \� T pV
4. THE STANDARD ROADWAY CROSS-SECTION WILL BE WOVEN GEO-FABRIC DESIGN CRITERIA HP 270 \ 1 v \ W IN INV. IN: 292.79
OR EQUAL ON ENTIRE ROAD (AND MUST BE APPROVED BY THE TOWN OF HOLLY SPRINGS), 7" ABC 7 j R� 26.93 LF \ SPILL CUR 4�_ 15" RCP INV. OUT: 292.63' (CB - 704) _@ 1.00%-}� % / / \ 1 I \ \ i 1 ✓
STONE, WITH ASPHALT COMPLETED IN STAGED CONSTRUCTION OF 2.5" I-19 ASPHALT AND 1.5" I 8 �' \ \ 15"RCP (TYP.) R ^�� R @ 1.07%� R R \ IL CCU CB-717A
S9.5C IN STAGE ONE AND 1.5" S9.5C FINAL OVERLAY INITIAL ONE-YEAR WARRANTY WITH AN �0281y R @1.08% F Y RIM:300.79' \ \ \ 1 \ \ ` J
_ 172.04 LF . 0 Z
ADDITIONAL YEAR EXTENSION STARTING AFTER FINAL OVERLAY SHALL BE REQUIRED FOR i B710 .' w "' ` "` - 24"RCP INV. OUT: 295.04'(CB -717) v \ / N \ J \ 1
ROADWAYS. FOR THE EXTENDED WARRANTY PERIOD, IT WILL BE REQUIRED TO POST A BOND, LOC, F I 1 \ . ` ' 6 \ SCM 7 \ 1 \ 1 I 1
M/ 187.34 LF n CONSTRUCTED WETLANDS I v+
OR CASH FOR 50% OF ACTUAL COST OF ROADWAY (STORM DRAINAGE, CURB 8e GUTTER, �\ \ 5 / 24"RCP 502y`. �'
SIDEWALK AND PAVEMENT).
5. WHERE MANHOLES ARE LOCATED IN STREETS IT WILL BE REQUIRED TO HAVE SUITABLE OFF -SITE \ \ \ \ C - C670743.89/�"�
STRUCTURAL MATERIAL OR ABC STONE TO BACKFILL AROUND EXCAVATION OF MANHOLES UP TO R _ \ \ I CB 707 ( 1 \ `
SUBGRADE. zs 229.99 LF \ 1 \ �'j \ CB - 708 -I- \ RIM: 299.70' 18" RCP \ `, 30.91 LF o \ 1 i l 1 \ \ �F .•
\ o - RIM: 302.86' \ INV. IN: 293.53'
6. AN ADDITIONAL FOOT OF STONE WILL BE REQUIRED 10' EITHER SIDE OF MANHOLE FOR ENTIRE RIM: INV. IN: 297.81'(CB-708) @ /0` y
` o \ \ 1 INV. IN: 301.67' (CB - 709) I - INV. IN: 294.02' (CB - 717) \ \ @ 1.13% N N N \ \ RISER, I :ES 7 1 \ \ 1 -
WIDTH OF ROADWAY. R \ \ @ 3.60% \ > I INV. IN: 297.98' (CB - 707A) INV. OUT: 293.06' CB - 705 \ 50451 \ \ \
ADDITIONAL MEASURES MAY BE DEEMED NECESSARY BY THE TOWN PENDING SEVERITY OF THE SOILS. ` \ INV. IN: 302.19' (CB - 708A) p \ y \ 1 I 1 1
\� \ • ( r ✓� �' ` \ -o 0 10 10 Lr 0 o INV. OUT: 297.64' (CB - 706) 47 \ 45 0 105.69 LF \ 1 ` FES 30 INV
THEPAVEMENTTHICKNESSOFANYSTREETSHALL,ATAMINIMUM,EQUALTHEDESIGNSHOWNINTHE 5C�18 \ ` \ OsoO \ INV. OUT: 301.29'(CB-707) M Cl)M 50 co 49 M M O CB-717\ M \ \ "
STANDARD DETAILS SECTION OF THESE STANDARDS FOR THE VARIOUS STREET WIDTHS. \ \ I I ti �� 1 \ \ 1 \ 52 51 \ O 15" RCP \ \ \ 1 \ 1 \ /
APPROVED PAVEMENT DESIGN METHODS INCLUDE THOSE AS PROPOSED BY NCDOT, THE 1986 AASHTO CB - 709 g 09 \ I \ -- \ \ i \ \ \ \ ^ ECB \ RIM: 300.77' C @ 0.52% \I CB - 718 ` 1 \ \?275 r
\ ECB ECB -ECB ECB ECB INV. IN: 294.63' (CB - 718) \ \ ` 1 ` \ , 1 \\ �/ ( "
GUIDELINES AND THE 1981 ASPHALT INSTITUTE MS 1 DOCUMENT. RIM: 314.68' \ \ \\ I �
THE AASHTO METHOD WILL REQUIRE USE OF A TERMINAL SERVICEABILITY INDEX OF 2.0 FOR /. IN: 310.1R' (CB - .68' \ \ O ` c718A) \ \ \
\ \ j ` \ 20' PDE INV. OUT: 294.46' (CB - 706) \ \ INV.295.18' 717) _ \ \ \ `
COLLECTORS AND 2.5 FOR THOROUGHFARES, SO = 0.49 FOR FLEXIBLE PAVEMENT AND 50 = 0.39 FOR /. IN: 310.12' (CB - 750) \ I 1 1-
RIGID PAVEMENTS, AND A RELIABILITY OF 98% FOR THOROUGHFARES AND A RELIABILITY OF 95% FOR JUT: 309.94' (CB - 708) \ \ \ \ I \ \ I \ \ �� \ I1 \ 50I\OF 18�S
COLLECTORS. j \ �\ \ Q \ - I I / / _�t \ \ 11 ENWEMEN FOR I I /
ALL STREETS MAINTAINED BY THE NCDOT MUST RECEIVE APPROVAL OF THE PAVEMENT DESIGN FROM O \ 1 ` \ \ - 1 1 / I \ l r// I
�, I � I� I ` \ / (� ��\ \ \ \ 1 \ 1 \G/ISLINqCRO�SI /
NCDOT PRIOR TO THE BEGINNING OF CONSTRUCTION. NORMAL CROWN FOR THE PAVEMENT SECTION 1 \ I I t \ - - - - - - - - - \ / / \� \ \ \ \ \ I 1 (� G- I ,
SHALL BE %"/FOOT, EXCEPT AS APPROVED FOR SUPERELEVATED CROSS[ 11SECTIONS \ / 11 I 1 \ - = - I 1 \ / \ \ `% \� \ \ \ l l ( % " _% • % - G
I ENANOE ECS�MANT \ ( G G
i
\ 1 1 \ \ \ -
t i �
31.76 LF 1N 4 ) 1
\ I ( \ \ \ \ \ \ DI - 718A D 718A \ 15" RCP / \ \• 6=\ \ \ \ \�I
GRADING SPOT ELEVATION ABBREVIATION LEGEND > 1� 1 \ > I I FES-2008� \ \ - - FES�2011 RIM:299.61' \h G `��5s, _
INV. OUT: 295.61' (CB - 718) 10 \ \ @ 0.85% 3�. / \ G EE\N�AY\STUU�TO \
�PUBLIG 3Q MULTI -USE \ \G 1 / I1�H R GE Il \ 1 \ / "( •l,� `
TC TOP OF CURB \ \ \ 1 -� \ \ \ \ \ -� P 0 C�
GFE GARAGE FLOOR ELEVATION I TR/TtL FUSE _ _ \� \ \ \ \ w� G
TW TOP OF WALL \ \ \ \ \ o G \ I
BW BOTTOM OF WALL \ / FES-2009 \ Q I "
�\ �,[ J \ \ \ FES - 2010 _ \ Coll \ G I I I i
ECA DRAINAGE DIRECTED TOWARD FRONT OF BUILDING l \ \ \�P 13fi 0' �A `P ALT _ \ \G I
ECB DRAINAGE DIRECTED TOWARD FRONT AND REAR OF BUILDING \ I I AILULTI-USE�RAIL (TYP�30 \ \ \ I _ - -� • • • " " " \ I I I� � \ � \ o•_ �_10' �
ECC DRAINAGE DIRECTED TOWARD REAR OF BUILDING L I l \ / / I I h) \ \ G � \ \ \ \ I \ TRAIL (TYP)
G\�\��58� PcO\Ms4P3ANY_
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EASEMENT ABBREVIATION LEGEND I ' \ / \l
/ / \ �I \ 1 \ \ -\ \ \ \ \ \ `_ ECB
DE DRAINAGE EASEMENT (PUBLIC) rM � \ �
GE GREENWAY EASEMENT (PUBLIC) ( I / G ' ) I / / I 1 1 1� 1 \ \ \ \ \ \ \ \ P LICE Q AS�FdALT \ \ \
G / I �\ \ 1 1 1 - \ \ \ \ \ MULTI-U E TAIL (TYP)
PDE PRIVATE DRAINAGE EASEMENT h / ( ` \ -\� ` \ \ \ \ \
PGE PRIVATE GREENWAY EASEMENT
PUE PUBLIC UTILITY EASEMENT \ 1 1 ( \ C \ \ \ \ 1 \ \ \ \ \ \ \ \ \ \ \ / / I / I ECB I I I 1 I \ \ \ �`
\ J i I \ I \ X 1 \ \ \ \ \ \ PUBLIC 3�' MUI USE \ \ \ \ \ I I I f • y" \
SCMMAE SCM MAINTENANCE AND ACCESS EASEMENT r - k \\ \ 1 - \ \ \ RAIL ASEI� ENT (P 30 U,EFFECTIVE
SDTE SIGHT DISTANCE EASEMENT \ / / / ( / I 1 \ X �\ \ 1 \ �\ - \ \ \ \ \ \ �\ \ EN �` $ -_ \ 21 d M ` \ I I I \ \ I� 100 YEAR i /j (
STE STREET TREE EASEMENT / / 7/ / / - % x \ \ \ \ \ - - - \ \ \ \ \ \ \ \ \ \ \ \ O ay a I / / I I 111 ` � I, 1 I I `\
VWDE VARIABLE WIDTH DRAINAGE EASEMENT (PUBLIC) / \ \ \ \ \ \ \ \ \ \ \ \\ \ \ \ \ \ \ \ \ \ \ \ / ECB, / I I H \ 30' TOWN OF HOLLY SPRINGS
r l - - �> / �� - J I / ✓ I� I t�\\ \ \ \ \ \ \ \ \ \ \ \ \ \ �\ \ \ \ / l \ 1 / I I 24PUBLIC UTILITY EASEMENT
_ I \ \ \ \ \ \ I �I \P.
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- - �/� I PyBLI 10' AS A T I + r \ \ \� \ \ T OF BAN�t \ \ \ \ \ \ \ \ \ \ \�,O \ \ \ \
AL J / PU/ BLIC 30' M�1LTI-C1SE f M LTI USt! T qI TYfS) \ t �t \ \ \ \ \ \ - \ \ \ \ \ \ \ \ \ \ \ o\ - \ \ \ \ \ \ ECB// \
FRAIL ASF,,MENt(T)P)
/ / (� \ \ \ \ \ \ \ \ \ \ \ RIM: 302.54'
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 (24 total sheets in this set). I certify that
all of the information provided is field -verified as -built information.
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4/27/2023
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Date
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Acceptance by Construction Inspector
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INV. IN: 296.29' (CB - 609A)
INV. OUT: 296.10' (c6 -sob)
ECB
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\ \ �\ \ \ �� 1 \\ \ \ \ \29 \ \ \ \ \ \ \ RIM: 301.70, 3
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INV. IN: 296.29' (CB - 609
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1 INV. OUT: 296.72' (CB - 609)
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Job No.
Drawn By
02190372.20
W R
Date
Designer
02/06/23
WR
Revisions
1. TOHS COMMENTS ADDRESSED 03/03123
2. FINAL RECORD DRAWINGS 4/18/23
Sheet No.
C4.5

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OR OTHER INFORMATION RECEIVED FROM CONTRACTOR(S) THAT DO NOT ACCURATELY ,/>(/ DI - 625 V
REFLECT FINISHED CONSTRUCTION FIELD CONDITIONS. RIMD293RIM:293.74' 855.8150 V
aWHILE THE UTILITIES AND ROADWAYS ARE
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ETC. MUST BE PROVIDED TO TOWN INSPECTOR. INV. IN: 287.65'(CB - 608) 50283 CB708 703484.9330 2036465.3600 W
3. ALL ROADWAYS WILL HAVE TO BE PROOF -ROLLED AT BOTH SUB GRADE AND STONE GRADE BY INV. OUT. 287.04(CB - 606) I 50282 CB708A 703511.7300 2036462.6710INV. IN: 287.48'(CB - 607A) Q V) z
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ADDITIONAL YEAR EXTENSION STARTING AFTER FINAL OVERLAY SHALL BE REQUIRED FOR 15"
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QI/ V. OUT: 281.48'CB - 6061 I 7 50139 DI-623 702320.6010 2037188.8100Checklist" as contained in the Town of Holly Springs Engineering Design and Construction ECB\__ ) W
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272036926.394026INV. OUT: 269.53'(CB - 61018" RCP f 50196 RCP 96 703677.5920 1. TOHS COMMENTS ADDRESSED 03/03123
RIM:370' 44/A /ECB7 INVRIM: 275.17'
2. FINAL RECORD DRAWINGS 4/18/23
RIM:
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C4.6
1inch = 50 ft.
Job No.
ByW
02190372.20Drawn

DocuSign Envelope ID: 6970E74E-40AC-4FCB-9835-8599A52ED973
/ �' � p0� 120.98'
12"X12" TEE WITH (3) EX 1302 CB CONSTRUCTED
OF EX 15" RCP @ 1.9% Irolina Springs -Pump Station 2 WCPSSICAD1Base-Pump
WITH OFFSITE ROADWAY
Station Site
Plan.dwg
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WATERLINE TO BE
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Date
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02/O6/23
WR

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W R
Date
Designer
02/06/23
WR
Revisions
1. TOHS COMMENTS ADDRESSED 03/03/23
2. FINAL RECORD DRAWINGS 4/18/23
Sheet No.
C6.6

DocuSign Envelope ID: 6970E74E-40AC-4FCB-9835-8599A52ED973
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LOW PT STA: 11+11.80
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TOWN INSPECTOR.
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Job No.
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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"
S93C IN STAGE ONE AND 1.5" S93C 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 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 %"/FOOT, EXCEPT AS APPROVED FOR SUPERELEVATED CROSS[ 1]SECTI0NS
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 (24 total sheets in
this set). I certify that
all of the information provided is field -verified as -built information.
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02/06/23
WR
Revisions
1. TOHS COMMENTS ADDRESSED 03/03/23
2. FINAL RECORD DRAWINGS 4/18/23
Sheet No.
C6.22

DocuSign Envelope ID: 6970E74E-40AC-4FCB-9835-8599A52ED973
GREENWAY ENTRANCE PER
DETAIL HS341 ON SHEET C8.1
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SEWER OUTFALL PART ON THE
CAROLINA SPRINGS BLVD
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4,
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GRAPHIC SCALE
/ 50 0 25 50 100
1 inch = 50 ft.
SCALE:
1 " = 50' HORIZ.
"
RECORD DRAWING NOTES: 1 =5'VERT.
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 8e 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 PAVEMENTTHICKNESS OF ANY STREET SHALL, ATA MINIMUM, EQUALTHE 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 %"/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 (24 total sheets in this set). I certify that
all of the information provided isfield-verified as -built information.
O00000000000 000000000000
C A /�°OO°O N C A /�°OO°° DocuSi9ned bY:
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(Seal) 0�0�°�FESS/p°°oo'y°°o l�tlataw�iln �a�nfoyu
4/27/2023
6'�O`°o°OFESS/p°°°off°°o
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Date
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(Seal)o o� L-4390 00 0 0 0 033840 0 0
4/26/2023
o�c�,y o�p S �� o o c'G o�N� E` o� MM2b°PMfessional Engineer
Date
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Acceptance by Construction Inspector
Date
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.
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Job No.
Drawn By
02190372.20
W R
Date
Designer
02/06/23
WR
IRV's, 1TOHS COMMENTS ADDRESSED 03/03/23 I
2. FINAL RECORD DRAWINGS 4/18/23
FCSheet No.
6.25

DocuSign Envelope ID: 6970E74E-40AC-4FCB-9835-8599A52ED973
X\
SCM 7
WET DETENTION POND
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285
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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 BYTHE TOWN MUST BE ON SITE FULLTIME WHILE THE UTILITIES AND ROADWAYS ARE BEING CONSTRUCTED.
2. DOCUMENTATION OF MOISTURE CONTENT COMPACTION DENSITYGEOGRID 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 %"/FOOT, EXCEPT AS APPROVED FOR SUPERELEVATED CROSS[1]SECTIONS
t + II + +
+� +
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110' 354
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110' 352
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9+50 10+00 10+50 11+00
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 (24 total sheets in this set). I certify that
all of the information provided is field -verified as -built information.
°0000C `0 C0A , `°p000000 00000p0 ` `6 R °000000 DocuSigned by:
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(Seal) o= °�FESS/p�°° �° o d= o°°°�FESS/p�°6 9°0° f°�uA��aa4%ow
Q�- 9� o o g Q�' 9� %o ° 1�Istered Land Surveyor Date
gSEAL o g SEAL o e DocuSigned by:
° r ° ° 0 4/26/2023
L-4390 033840 %uis M �a�jity
(Seal) d o- p o 0 0
06'� o°�O S uR���o �o oc,G °°F`,L� tN���o �� ob Igf�1�`I5V [ofessional Engineer Date
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°QQQ°0000000000 °0p0°°DD000a66° Acceptance by Construction Inspector Date
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SEWER OUTFALL
SEPARATE PROJECT
TO PUMP STATION #1 AS A
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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.
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Job No.
Drawn By
02190372.20
W R
Date
Designer
02/06/23
WR
Revisions
1. TOHS COMMENTS ADDRESSED 03/03/23
2. FINAL RECORD DRAWINGS 4/18/23
Sheet No.
C6.26

DocuSign Envelope ID: 6970E74E-40AC-4FCB-9835-8599A52ED973
THIS SECTION OF WATERMAIN
TO BE CONSTRUCTED WITH TEMPORARY BLOW -OFF
THE CAROLINA SPRINGS BLVD ASSEMBLY
AND INFRASTRUCTURE PLANS TEMPORARY CONSTRUCTION
coEASEMENT
PROPOSED VARIABLE + 12' EXISTING LANE WIDTH
WIDTH UTILITY EASEMENT
— — — — — — — — —
�N M M M
16+00
18+00
12" PVC RECLAIMED
WATER LINE (TYP)
12' EXISTING LANE WIDTH
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WH INA
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ASSEMBLY 3—
3---------- - - ---
1 ROAD WIDENING AND STORM FHA (TYP) PUBLIC UTILITY
W 1 DRAINAGE IS PART OF A EASEMENT
C-) SEPARATE PROJECT BY RKA
BORE AND JACK 65'II II THIS SECTION OF WATERMAIN AND STEEL ENC SEMENTOFOR
/ I I RECLAIMED WATERMAIN TO BE FIRELINE
CONSTRUCTED WITH THE
CAROLINA SPRINGS BLVD AND
INFRASTRUCTURE PLANS
I I
FORCE A1�N TO TIE INTO MH 378
ASA SEPARATE PROJECT FOR E51
�\ TOHS #17-29-PSS�
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12" DIP
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�j (EXISTING 60' PUBLIC R/W DB 9264 PG 295)
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24+00
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WATER LINE WITH AN 20" STEEL
ENCASEMENT PIPE
TEMPORARY CONSTRUCTION
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0.72' RWL - R/W 30' STREETSCAPE PROPOSED RIGHT OF WAY 8" PVC FORCEMAIN TO TIE INTO MH 378 — —
— — AS PART OF A SEPARATE PROJECT —
30'X10' BO ER PIT .V
ROAD WIDENING AND STORM X
DRAINAGE IS PART OF A TEMPORARY CONSTRUCTIONSEPARATE PROJECT BY RKA EASEMENT / FHA (TYP)
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3.5' SIGHT
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4.5' MIN 18" MIN. (12" DIP WATER)
2' MIN. (12" C900 RECLAIM)
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EXISTING GRADE AT WOODS C EE RD CEN rERI.INE
i
PROPOSED GRADE / / PROPOE ED FUTURE FORCE IN TO BE INSTALLED
50' RIGHT ( OR RWL) / / , AS PAR OF THE E51 SCHOOL PROJECT
XISTING GRADE00,
20'LEFT (AT
PROPOSED GRAD / _ NOTE:
AT WOODS CREE I / 4.5' MIN/ 1.5' MIN RECORD DRAWING NOTES:
RD CENTE / / i - P BLOW -OFFS SHALL BE DIRECTED IN A NON -EROSIVE MANNER TO A STABILIZED GRASS
1.5' MIN AREA AT LEAST 50 FT. FROM A JURISDICTIONAL FEATURE OR DIRECTED INTO THE
CLOSEST SANITARY SEWER MANHOLE. - — 1. THIS RECORD DRAWING SET OF PLANS IS BASED ON FIELD SURVEY PREPARED BY
/ WITHERSRAVENEL. INFORMATION SHOWN HEREON IS COMPRISED OF EXISTING AND
/ 4.5' MI PROPOSED CONDITIONS AS ORIGINALLY APPROVED BY THE TOWN OF HOLLY SPRINGS UNLESS
GRADE / �, 65 OF 12 STEEL OTHERWISE NOTED.
R L) / .�'�'EN ASEMENT PIPE
/ FOR FIRELINE 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
_400-41/ OUR KNOWLEDGEr-t, 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. WITH0.0 ERSRAVENEL
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 (24 total sheets in this set). I certify that
all of the information provided is field -verified as -built information.
°p 0000 o0°°0°60 C°A °p0O°°o
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00� �(NR o� °° oo� �� N000000R p�1o° D°..Signed by:
6" C900 PVC RECLAIM o° o° ,E oo ' °o o° 0000�o o j 4/27/2023
WATER LINE (Seal) o �Oo°° �FESS/�ti° o °°o a �O� o O`(`S$/o I ° 0 9 0 aWllln (btn
12" DIP g o QR 9y °o g o Q� /�/9� o Igt Hii' � i'stered Land Surveyor Date
WATERMAIN o g SEAL g o e g SEAL o e DocuSigned by:
PROPOSED FUTURE FORCE MAIN TO BE INSTAL D (Seal) o 0-7 L-4390 0 o d o 0 033840 o S 4/26/2023
AS T OF THE E51 SCHO 1:1 0oo S U R���o _� o o �G 000 111G I N��oo ��.ob� �z O�I°ofessional Engineer Date
XIS IN RWI_ AN BL W FF 0 E INSTAL LED — o°°°O o,9�°,°/N 0E000O°Po 00000 0000O,Q�%Soo0M og\°P,L6 0000
0
By C OLINA SPRINGS BL D PROJECT°00Q000000000°6° °0p0a000°aDo°0°Acceptancey p
b Construction Inspector Date
1315
310
305
N TO BE INSTALLED
SCHOOL PROJECT
305
300
300
295
295
290
290
2H5
RIG
T (AT
285
EXISTING
PROPOSED
50
GRAD
50' RIGH
280
280
275
275
1.5'
TO
MIN
FM
MIN
270
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1.5'
REMOVE EXI
BLOW OFF A
270
IN 2"
SEMBLY
WITH 12" GA E VALVE AND
EXTEND WATER LINE
265
1265
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50 0 25 50 100
1 inch = 50 ft.
SCALE:
1 " = 50' HORIZ.
1"=5'VERT.
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Job No.
Drawn By
02190372.20
W R
Date
Designer
02/06/23
WR
Revisions
1. TOHS COMMENTS ADDRESSED 03/03/23
2. FINAL RECORD DRAWINGS 4/18/23
Sheet No.
C6.27
15+50 16+00 16+50 17+00 17+50 18+00 18+50 19+00 19+50 20+00 20+50 21+00 21+50 22+00 22+50 23+00 23+50 24+00 24+50 25+00 25+50 26+00 26+50 27+00 27+50 28+00

DocuSign Envelope ID: 6970E74E-40AC-4FCB-9835-8599A52ED973
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M 12" DIP WATERMAIN SR 1154 - WOODS CREEK ROAD ENDS HERE FOR THIS PHASE
AIR RELEASE VALVE
(EXISTING 60' PUBLIC R/W DB. 9264 PG. 295)
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30' STREETSCAPE
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/ 12" C900 PVC RECLAIM WATERLINE FORCEMAIN TO TIE INTO MH 378
AS A SEPARATE (FUTURE) PROJECT
WOODS CREEK ROAD
350
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27+00 27+50 28+00 28+50 29+00 29+50 30+00 30+50 31+00 31+50 32+00 32+50 33+00 33+50 34+00 34+50
4V*4%4/0
GRAPHIC SCALE
50 0 25 50 100
1 inch = 50 ft.
SCALE:
1" = 50' HORIZ.
1"=5'VERT.
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"
S93C IN STAGE ONE AND 1.5" S93C 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 %"/FOOT, EXCEPT AS APPROVED FOR SUPERELEVATED CROSS[ 11SECTI0INS
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 (24 total sheets in this set). I certify that
all of the information provided is field -verified as -built information.
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Job No.
Drawn By
02190372.20
WR
Date
Designer
02/06/23
WR
Revisions
1. TOHS COMMENTS ADDRESSED 03/03/23
2. FINAL RECORD DRAWINGS 4/18/23
Sheet No.
C6.28

DocuSign Envelope ID: C7E4CA3C-9104-4429-AF98-051629034A45
DAMS • MARTIN • POWELL dm
ENGINEERS & SURVEYORS P
T: 336-886-4821 • F: 336-886-4458 • License: F-0245
6415 Old Plank Road, High Point, NC 27265 • www.dmp-inc.com
Technical Memorandum
Date:
Prepared For:
Prepared By:
Project:
Background
July 8, 2021
Town of Holly Springs
Reclaimed Water Modeling
Carolina Springs PUD
Michael Goliber, PE
DMP 200139
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As requested by the Town of Holly Springs (Town), DMP has evaluated the feasibility of adding the proposed
Carolina Springs PUD to the Reclaimed Water System. The proposed project is in the north limits of the
Reclaimed Service Area and is bordered by Woods Creek Road, and Highway 1, and Highway 540
Model Setup
DMP performed the evaluations utilizing the Town's reclaimed water system model in WaterCAD.
The following setup was used for the modeling:
• Reclaimed Model Setup
— Tank Water Elev: 578' (normal low, down 7 ft)
— WRF Pumps off
— SFR Lots at Typical Demand (1.83 gpm/SFR due to average lot size being approximately 15,000 SF)
(assumes 70% of SFR's are connected).
— Sequiris: 550 gpm (includes 400 gpm cooling and 150 gpm irrigation)
— WRF: 360 gpm (NPW uses + 200 gpm for RCW bulk filling)
— Twelve Oaks Pond: 500 gpm
— Ingenco: 53 gpm
— Burt Tract: Full build out active and in service (412 gpm)
— Hensley Tract: Full build out active and in service (214 gpm)
— Twelve Oaks Phase 09: Full build out active and in service (Stephenson) (150 gpm)
— Addison Subdivision: Full build out active and in service (Formerly Harris) (72 gpm)
— New Hill Road Subdivision (52 GPM)
— Carolina Springs PUD Phases 1-5 (296 GPM)
— Model Calculations: All modeling calculations were performed as a Steady State Model. Modeling
as a Steady State Model provides for worst case demand condition, meaning that all demands in
the model are active as part of the Scenario calculation.
• Carolina Springs PUD
Based on CAD drawings and PDF's provided to DMP by the Town of Holly Springs dated 07/31/2020 and
additional information supplied to DMP on 09/29/2020, the proposed development includes five (5)
Phases expected to be developed over the next seven (7) years. See attached Build -out Scenario
Exhibit. The CAD information provided primarily consisted of Phase 1, which is also subdivided into
five (5) Sub -phases along with an Eastern Leg to serve future phases. See attached Exhibit for phases.

DocuSign Envelope ID: C7E4CA3C-9104-4429-AF98-051629034A45
Technical Memorandum
DMP 200139
Page 2
The layout provided to DMP was brought into the model as a backdrop. The reclaimed water lines and
system nodes, with corresponding elevations, were then added to the model. Nodes on the property
range in elevation from approximately 290 ft to 330 ft and are based on the information provided.
At this time the Eastern leg extension of the Reclaimed Water System to serve future Carolina Springs
PUD development is only being considered as a line extension. This includes the portion along Woods
Creek Road as well as the Roadway Section A and Roadway Section C. While some minimal demands
were investigated as part of the modeling, no demands are included as part of the line extension
permitting.
Modeling Results:
Carolina Springs PUD Eastern extension was modeled as a 12" RCWL along Woods Creek Road and a 6"
RCWL along Roadway Section A and Roaday Section C. The model assumed a 6" RCWL from New Hill Road
to Ingenco and a 12" RCWL was constructed from Ingenco north to feed the Twelve Oaks Phase 09
(Stephenson) Development. The model also assumed that the developments proposed and approved prior,
as outlined under Reclaimed Model Setup, are active and in service.
Based on the above described model setup, several scenarios were modeled and are described with their
results summarized as follows:
Scenario 4: Base System (CS PUD Eastern Extension)
This Scenario assumes full build out all Sub -phases in Phase 1-5
— Existing 6" RCWL from New Hill Road to Ivy Arbor Way
— New 12" RCWL installed from Ivy Arbor Way to Ingenco
— Existing 12" RCWL to Twelve Oaks Phase 9 (Stephenson)
— New 12" RCWL to serve Carolina Springs PUD
— Results: Pressures are above 45 psi, which is the target system requirement minimum pressure.
Feasible - Does meet the Project Objectives
Summary
With no Demands being considered along the Carolina Springs Eastern Extension, the line can be built as
part of the initial build within the Carolina Springs PUD. As indicated with the analysis for Scenario 4,
improvements within the existing RCW system will need to be completed as part of the full buildout of
Carolina Springs PUD, Subphases 1-5
In order for the Town to be able to implement the full buildout of the Carolina Springs PUD additional
improvements within the existing system to replace the 6" RCWL feed along Old Holly Springs Apex Road
will need to be implemented.
Additionally, one system component that should be monitored as part of the build -out for Carolina Springs
PUD is the impact on the previously approved Twelve Oaks Phase 09. This system was designed to be
installed with master meters, which require a 70 psi minimum, based on design information supplied to
DMP at the time of review for Twelve Oaks Phase 09. With significant demands being placed on the system
adjacent to and north of these master meters could potentially have impact on the operation of this system.
Attached are the following documents:
Exhibit: Build -out Scenario
Exhibit: Phase 1 Sub -phases
Exhibit: Active System
Exhibit: Scenario 4
P: �202M200139Vechnical Memo�200139 Technical Memo for Carolina Springs PUD Eastern Leg - 2021-06-19.docx

DocuSign Envelope ID: C7E4CA3C-9104-4429-AF98-051629034A45
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CAROLINA SPRINGS PUD
Phase 1 (Subphases 1-5)
SCENARIO 4 PRESSURES
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Scenario 4 1 inch = 750 feet

DocuSign Envelope ID: C7E4CA3C-9104-4429-AF98-051629034A45
WIO: ENERGY PRWRESS INC
PIN: 07M 694462
/ DB 15289 PG 2437
Y LPND USE:STATEASSEGBED
ZONING: LB
TOWN OF HOLLY SPRINGS
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PIN: 0730545047 \
BM 1974 PG 220
— — * UNO USE: SINGIE ^PMCL� \
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PHASE 3
(PROJECTED COMPLETION: 2025)
RESIDENTIAL ±260 UNITS
DUKEENERGYPROGRESSINC
PIN: 062E 649092
DSESAAANO ESEO
WAKECOUNTY
NOTES:
1. BUILD OUT PHASING IS CONCEPTUAL AND DOES NOT REFLECT CONSTRUCTION PHASING.
CONSTRUCTION PHASING WILL BE DETERMINED AT THE TIME THE PROJECT PLANS ARE DEVELOPED
AND REVIEWED BYTHETOWN'S CONSTRUCTION DRAWING PLAN REVIEW PROCESS.
2. GRADING OPERATIONS MAYEXTEND BEYOND PROPOSED PHASING BOUNDARIESASTHE
AVAILABILITYOF DIRT FOR GRADING OPERATIONS MAY NOT CORRESPOND WITH THE
PROPOSED PHASING PLAN. SUCH ACTIVITIES WILL BE PERMITTED THROUGH THETOWN'S
SEDIMENTATION AND EROSION CONTROL ORDINANCE BUTSHALL NOT BE SUBJECT
TO PHASING LIMITS OFTHIS DOCUMENT.
3. INFRASTRUCTURE NECESSARYTO SERVE MULTIPLE PHASEAREAS OFTHE PUD MAY BE
INSTALLED OUTSIDE THE BOUNDARIES OFTHE PHASING PLAN CONTAINED WITHIN THE
PUD DOCUMENT SUBJECT TO STANDARD PERMITTING BYTHE TOWN AND OTHERS. EXAMPLES OF
SUCH ARE PUMP STATIONS, FORCE MAINS, STREAM CROSSINGS OF ROADSAND GREENWAYS, ETC.)
4. TREE PRESERVATION WILL BE PROVIDED IN ACCORDING WITH THE "TREE PRESERVATION PRIORITY LIST"
LISTED WITHIN THETREE PRESERVATION SECTION OFTHE CAROLINASPRINGS PUD DOCUMENT. AS
LONG AS THE MINIMUM PERCENTAGE OFTREE PRESERVATION IS MET ON AN OVERALL BASIS FOR LAND
WITHIN THE PUD BOUNDARY, NO MINIMUM TREE PRESERVATION AREA IS REQUIRED ON A SITE BY SITE
OR PHASE BY PHASE BASIS. THE DEVELOPER (OR MASTER DECLARANT) SHALL BE RESPONSIBLE FOR
TRACKINGCUMULATIVE TREE PRESERVATION AND REPORTING SUCH TO THE TOWN UNTIL THE MINIMUM
TREE PRESERVATION REQUIREMENTS HAVE BEEN MET THOUGH TREE SAVE AREAS DESIGNATED AS
SUCH ON APPROVED DEVELOPMENT PLANS WITHIN THE PUD BOUNDARY.
5. RESIDENTIALAND NON-RESIDENTIAL DENSITY IS TRANSFERRABLE BETWEEN PHASES
PHASE 1
(PROJECTED COMPLETION: 2021)
RESIDENT IAL±490 UNITS
NON-RESIDENTIAL± 120,000
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REVISION DATE: MAY 08, 2020
WITHERSRAVENEL I CAROLINA SPRINGS I TOWN of HOLLY SPRINGS 74

DocuSign Envelope ID: C7E4CA3C-9104-4429-AF98-051629034A45
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02190372.10
WR
Date
Designer
11/26/2019
WR
Revisions
GRAPHIC SCALE
300 0 150 300 600
1 inch = 300 Ft.
FSheet No.
of 1

BKBM2023PGO0768
GENERAL NOTES
1. BASIS OF BEARINGS: NC STATE PLANE GRID COORDINATES, NAD83(2011)
2 ALL DISTANCES ARE HORIZONTAL GROUND DISTANCES IN U.S. SURVEY FEET UNLESS OTHERWISE NOTED.
3. AREAS SHOWN HEREON WERE COMPUTED USING THE COORDINATE METHOD.
4. LINES NOT SURVEYED ARE SHOWN AS BROKEN LINES FROM INFORMATION REFERENCED ON THE FACE OF THIS PLAT,
5. PORTIONS OF THE SUBJECT PROPERTY ARE LOCATED WITHIN A FLOOD HAZARD AREA ACCORDING TO FLOOD INSURANCE RATE
MAP 372007300J, PANEL 0730, EFFECTIVE DATE MAY 2, 2006. LOCAL 100-YEAR FLOODPLAIN ON PLAT FROM STUDY BY
WITHERSRAVENEL.
6. IRON PIPES SET AT ALL CORNERS UNLESS OTHERWISE NOTED.
7. OWNERS SHALL BE RESPONSIBLE FOR: THE MAINTENANCE OF ALL REQUIRED LANDSCAPING BY KEEPING LAWNS MOWED, ALL
PLANTS MAINTAINED AS DISEASE FREE, ALL PLANTING BEDS GROOMED AND KEPT WEED FREE FREE (EXCEPT IN AREAS OF
PRESERVED EXISTING NATURAL VEGETATION (i.e., THICKETS), AND KEPT FREE FROM TRASH, DEBRIS AND OTHER
OBJECTIONABLE MATERIALS; THE REPLACEMENT OF ANY REQUIRED PLANTING, WHICH IS REMOVED OR DIES AFTER THE DATE
OF PLANTING. SUCH REPLACEMENT SHALL OCCUR DURING THE NEXT PLANTING SEASON, AND, THE REPLACEMENT OF ANY REF
IN A TREE SAVE AREA, WHICH IS REMOVED OR DIES AFTER THE DATE OF APPROVAL OF A PRESERVATION LANDSCAPE PLAN.
SUCH REPLACEMENT SHALL OCCUR DURING THE NEXT PLANTING SEASON,
8. THE HOMEOWNERS ASSOCIATION SHALL BE RESPONSIBLE FOR THE MAINTENANCE AND REPLACEMENT OF STREET TREES
LOCATED WITHIN THE PUBLIC RIGHT OF WAY,
IMPERVIOUS SURFACE ALLOCATION
LOT NUMBERS
MAX IMPERVIOUS
ALLOWED (S.F.)
1-44, 47-48
3,140
45-46
2,380
49-50
2,250
51-52
1,940
53-55
1,210
56-62
1,570
156-161
1,585
TOWN CERTIFICATE OF ACCEPTANCE
I HEREBY CERTIFY THAT:
ALL STREETS, UTILITIES, GREENWAYS AND OTHER REQUIRED IMPROVEMENTS HAVE BEEN INSTALLED
IN AN ACCEPTABLE MANNER AND ACCORDING TO TOWN STANDARDS AND SPECIFICATIONS OR
GUARANTEES OF THE INSTALLATION OF THE REQUIRED IMPROVEMENTS IN AN AMOUNT AND MANNER
SATISFACTORY TO THE TOWN OF HOLLY SPRINGS HAS BEEN RECEIVED, SEE UDO SECTION 7
REGARDING PUBLIC DEDICATION
if THE TOWN OF HOLLY SPRINGS APPROVES OF THE EASEMENTS / RIGHT OF WAY DEDICATION AS
SHOWN AND DELINEATED ON THIS PLAT
❑ ON THIS PLAT MAY NOT BE BUILDABLE. PUBLIC UTILITY S EN
VERIFIED FOR THIS PLAT. NOT BUILDING PERMIT APPLICATION
SUBMITTAL VERIFICATION MUST B OTS MEET THE TOWN'S DEVELOPMENT
REGULATIONS. IN OF WAY DEDI ISSUANCE OF ENVIRONMENTAL
DEVE MIT WILL BE REQUIRED AT THE TIME OF T iG�j{QLLFOR THE BUILDING
T FOR EACH LOT.
TOWN OF HOLLY SPRINGS, BY.
is S_ LL!�
SI TURE _ a__
DATE
1 W,) _j&MSDA OQ6112
PRINT NAME AND TITLE
SURVEYOR'S CERTIFICATION
I, BENJAMIN E. DAYTON, CERTIFY THAT THIS PLAT WAS DRAWN UNDER
MY SUPERVISION FROM AN ACTUAL SURVEY MADE UNDER MY
SUPERVISION (DEED DESCRIPTION RECORDED AS SHOWN HEREON),
THAT THE BOUNDARIES NOT SURVEYED ARE CLEARLY INDICATED AS
DRAWN FROM INFORMATION SHOWN ON THE FACE OF THIS MAP. THAT
THE RATIO OF PRECISION OR POSITIONAL ACCURACY AS CALCULATED
IS 1:20,000+' AND THAT THIS PLAT WAS PREPARED IN ACCORDANCE
WITH G.S. 47-30AS AMENDED,
0�°OOee
I ALSO CERTIFY THAT THE SURVEY CREATES A SUBDIVISION OF LAND
oee°� NooCoeAoe
°OOe /?i
WITHIN THE AREA OF A COUNTY OR MUNICIPALITY THAT HAS AN
°a
o° O eo° F�SS/O
ORDINANCE THAT REGULATES PARCELS OF LAND.
wo �O �° oy
e g SEAL or-8
WITNESS MY ORIGINAL SIGNATURE, LICENSE NUMBER AND SEAL THIS
e r L-4390 Qf °
31st DAY OF MARCH, A.D. 2023.
oot� °oo 8URa1
°OOOpeeooee°° -k
eeo
BENJAMIN E. DAYJInN, PROFESSIONA .LAND SURVEYOR L-4390
AREA SUMMARY TABLE
AREA
EXIST ING AREA
NEW AREA
S.F.
AC.
S.F.
AC.
EXISTING TRACT 1
4,307,917
98.896
-
-
LOT S
-
-
342,754
7.869
OPEN SPACE 1
-
-
489,723
11.242
OPEN SPACE 2
-
-
31,068
0.713
OPEN SPACE 3
-
-
24,344
0.559
RIGHT OF WAY
-
-
182,481
4.189
NEW T RACT 1
-
-
3,237,547
74.324
TOTAL
j 4,307,917
98.896
4,307,917
98.896
ti
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SITF
YYQOOSC �•`��
"RID
VICINITY aSG�
boo
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VICINITY MAP
NOT TO SCALE
OWNER DATA:
LENNAR CAROLINAS, LLC
1100 PERIMETER PARK DRIVE, SUITE 112
MORRISVILLE, NC 27560
PLAT CONTENTS
CERTIFICATE OF OWNERSHIP AND DEDICATION
I HEREBY CERTIFY THAT I AM THE OWNER OF THE PROPERTY SHOWN AND DESCRIBED HEREON, WHICH IS LOCATED IN
THE SUBDIVISION JURISDICTION OF THE TOWN OF HOLLY SPRINGS AND THAT I HEREBY ADOPT THIS PLAN OF SUBDIVISION
WITH MY FREE CONSENT, ESTABLISH MINIMUM BUILDING SETBACK LINES, AND DEDICATE ALL STREETS, ALLEYS, WALKS,
PARKS, AND OTHER SITES AND EASEMENTS TO PUBLIC OR PRIVATE USE AS NOTED. FURTHERMORE, I HEREBY DEDICATE
ALL SANITARY SEWER AND WATER LINE TO THE TOWN OF HOLLY SPRINGS.
COMPANYNAME: 1y �� �N'"� l Luc
SIGNATURE:
PRINT NAME: P6A / r ' `cl 1
NOTARY STATEMENT
DATE: 1 'S ` 2-0 25
TITLE: V tom- \ VY�S4&4_
SWORN TO AND SUBSCRIBED BEFORE ME THE DAY OF 4a
NOTARY PUBLIC IN AND FOR THE STATE OF NORTH CAROLINA,
MY COMMISSION EXPIRES:—�� ZoZ
Ko
NOTARY PUBLIC PRINTED
S�
^s p050
0
CERTIFICATE OF REVIEW OFFICER S111-111111
I,_ �,&L JPO Ei EW OFFICER OF WAKE COUNTY, CERTIFY THAT THE MAP OR
PLATJ9-1MQH THIS CE IFICA7Z AFFIXED MEETS ALL STATUTORY REQUIREMENTS FOR RECORDING.
REVIEW
DATE
THE SUBDIVIDER SHALL FILE THE APPROVED PLAT WITH THE REGISTER OF DEEDS OF WAKE COUNTY WITHIN
SIXTY (60) DAYS OF FINAL APPROVAL, OTHERWISE SUCH APPROVAL SHALL BE NULL AND VOID
CERTIFICATE OF APPROVAL FOR RECORDING
I HEREBY CERTIFY THAT THE SUBDIVISION PLAT SHOWN HEREON HAS BEEN FOUND TO COMPLY WITH THE
SUBDIVISION REGULATIONS OF THE TOWN OF HOLLY SPRINGS, NORTH CAROLINAAND THAT THE FEE OF
$ IS30.00 HAS BEEN PAID, AND THAT THIS PLAT HAS BEEN APPROVED BY THE TOWN OF HOLLY
SPRINGS FOR RECORDING IN THE REGISTER OF DEEDS OF WAKE COUNTY.
ur 5/- 23
SUBDIVISION ADMINISTRATOR DATE
TOWN OF HOLLY SPRINGS, NORTH CAROLINA
SHEET 1: CERTIFICATIONS, NOTES, PROJECT DATA, VICINITY MAP
SHEET 2: OVERVIEW
SHEETS 3-7: LOTS, EASEMENTS, RIGHT-OF-WAY CERTIFICATE OF COMPLIANCE WITH THE TOWN OF HOLLY SPRINGS
SHEET 8: LOTS, EASEMENTS, RIGHT-OF-WAY, LINE & CURVE TABLES OPEN SPACE ORDINANCE FOR RESIDENTIAL DEVELOPMENT
WAKE COUNTY, NC 6
TAMMY L. BRUNNER
.REGISTER OF DEEDS
PRESENTED & RECORDED ON
85r04/2023 10:58:39
111 11E III 11I 111111 IIIII 1111111 IIII III
SOOK:BM2023 PAGE:08768
I HEREBY CERTIFY THAT ALL REQUIREMENTS FOR FEES IN LIEU OF LAND DEDICATION, LAND DEDICATION,
ORAGREEMENTS FOR PARK DEVELOPMENT, OR COMBINATION INCLUDING ANY OF THE ABOVE HAVE BEEN
SATISFIED ACCORDING TO THE TOWN'S OPEN SPACE ORDINANCE AND PRELIMINARY PLAN APPROVAL.
$0 (SUFFICIENT REMAINING FEE CREDIT PER 2019 IRA) FEES IN LIEU OF DEDICATION PAID
25 ACRES (PER 2019 IRA) ACRES OF LAND DEDICATION
PER 2019 IRA AGREEMENT FOR PROPERTY IMPROVEMENTS
PARKS & RECREATION NZZCWR DATE
TOWN OF HOLLY SPRINGS, NORTH CAROLINA
K11911M3701190372.10-Lennar- Carolina Springs Master PlanIGeomatCSs SurveylRes-ComlDrawingsISUBDIVISION PLATSICAROLINA SPRINGS PH 1A.dwg- Friday, March 31, 2023 8:42:31 AM - DAYTON, BEN
1 f✓

BKBM2023PGO0769
TRACT 1
EXEMPT SUBDIVISION PLAT
CAROLINA SPRINGS — TRACT 2
BM 2022, PG 2379-2382
DB 17612, PG 1928
PIN: 0730637545
REMAINING AREA: 74.324 ACRES
LEGEND (UNLESS OTHERWISE NOTED)
ADJOINING LINE
BOUNDARY LINE
PHASE 1A I ✓ , /� / i/ ,/ } f
NEW PUBLIC RIGHT OF
WAY DEDICATION
CERTIFICATE OF REVIEW OFFICER
I, REVIEW OFFICER OF
WAKE COAUTNTY, CERTIFY THAT E MAP OR PLAT TO WHICH THIS
CNION IS AFFDME I ET L STATUTORY REQUIREMENTS
F RECORDING.
REVIEVP'DFFICER
�Z3
DATE
THE SUBDIVIDER SHALL FILE THE APPROVED PLAT WITH THE REGISTER OF
DEEDS OF WAKE COUNTY WITHIN SIXTY (60) DAYS OF FINAL APPROVAL;
OTHERWISE SUCH APPROVAL SHALL BE NULL AND VOID
THE TOWN OF HOLLY SPRINGS APPROVES OF THE EASEMENTS /
RI -OF-WAY DEDICATION AS SHOWN AND DELINEATED ON THIS PLAT.
=L, 3 Z
SIGN DATE
nno'.) ;l.G,^. /Iran.
PRINT NAME AND TITLE
WAKE COUNTY, MC 7
TAMMY L. BRUNNER
REGISTER OF DEEDS
PRESENTED & RECORDED ON
8S184/2823.18:S8:39
co
IIIII III I III III I IIIII III IIIII IIIII IIIII I I III II
Q BOOK:3112823 PAGE:887G9
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GRAPHICSCALE �i ea''e1-p �`� o
O 200 0 100 200 400 000eo�� °e°as R�e°e°y�eoo
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DATE: 03/07/2023 SUBDIVISION MAP OF
SCALE: 1"=200k CAROLINA SPRINGS, PHASE 1 - SECTION 1A
SURVEYED BY: WR PREPARED FOR t /
DRAWN BY: MDF LEN NAR CAROLI NAS
CHECK Et CLOSURE BY: BED
TOWNSHIP: BUCKHORN COUNTY: WAKE STATE: NORTH CAROLINA
CAD FILE: CAROLINA SPRINGS PH 1A.dwg
PROJECT NO: 02190372.20 P.I.N.: 0730637545 ZONING: SHEET:2 of 8
WithersRavenet
Engineers I Planners I Surveyors
115 MacKenan Drive I Cary, NC 27511
t 919.469.33401 license #: F-1479 I www.withersravenel.com
K:I19119-03701190372.10-Lennar-Carolina Springs Master PlanlGeomaticslSurveylRes-ComlDrawingslSUBDIVISION PLATSICAROLINA SPRINGS PH 1A.dwg-Tuesday, April 18, 2023 8:11:18 AM - DAYTON, BEN

BKBM2023P000770
IMPERVIOUS SURFACE ALLOCATION
LOT NUMBERS
MAX IMPERVIOUS
ALLOWED (S.F.)
1-44, 47-48
3,140
45-46
2,380
49-50
2,250
51-52
1,940
53-55
1,210
56-62
1,570
156-161
1,585
LEGEND (UNLESS OTHERWISE NOTED)
ADJOINING LINE
BOUNDARY LINE
BUFFER
EASEMENT
FLOOD LINE (AS LABELED) -
RAN
NEW GREENWAY EASEMENT
RETAINING WALL EASEMENT -
SETBACK
CP - CALCULATED POINT O CP
IPF - IRON PIPE FOUND O IPF
RAN - RIGHT OF WAY
SCM - STORMWATER CONTROL MEASURE
S.F. - SQUARE FOOT
ADDRESS
Q
CALCULATED EASEMENT POINT
•
IRON PIPE SET
LOT NUMBER
NEW UTILITY
EASEMENT _ z=j= j'
NEW STORM DRAINAGE
EASEMENT
NEW TREE
CONSERVATION AREA L-7 x J
CERTIFICATE OF REVIEW OFFICER
I, REVIEW OFFICER OF
WAKE COUNTY, CERTIFY HAT THE MAP OR PLAT TO WHICH THIS
CE ION IS AFFI S ALL STATUTORY REQUIREMENTS
FORNECORDUG.
REVIEW OFFICER
3
DATE
THE SUBDIVIDER SHALL FILETHE APPROVED PLAT WITH THE REGISTER OF
DEEDS OF WAKE COUNTY WITHIN SIXTY (60) DAYS OF FINAL APPROVAL;
OTHERWISE SUCH APPROVAL SHALL BE NULL AND VOID
THE TOWN OF HOLLY SPRINGS APPROVES OF THE EASEMENTS /
RIGHT-OF-WAY DEDICATION AS SHOWN AND DELINEATED ON THIS PLAT.
SI TURE DATE
—
N&j 6,13a, ,OGM
PRINT NAPE AND TITLE
WAKE COUNTY, MC 8
TAMMY L. BRUNNER
REGISTER OF DEEDS
PRESENTED 9 RECORDED ON
85/04/2023 10:58:39
111111111111111111111113 1111111111111111111111111111 Ill
800K:BM2023 PAGE:00770
SEE SHEET 4 FOR LOTS
TRACT 1
EXEMPT SUBDIVISON PLAT
CAROLINA SPRINGS - TRACT 2
BM 2022, PG 2379-2382
DB 17612, PG 1928
PIN:0730637545
REMAINING AREA: 74.324 ACRES
EXISTING IRON PIPE
NC GRID COORDINATES
NAD 83 (2011 )
N: 701,937-97'
E:2,036,769.34'
COMBINED FACTOR= 0-999890129
NO HOLLY SPRINGS MONUMENTS
LOCAL TO THE SITE /
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/��0 =� SEE SHEET 4 FOR LOT
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6,711 S.F. O % 6,486 S F
0.154ACRES ` —
00�./::? :::..::-:<• \�
a ,l .... ......... / \ �y, / / 0.149 ACRES 43
lS.
::::::
5,750 S.F.
0.132ACRES , 1 �77S00, \
;107y�\ 0.165 ACRES .. 65o
VARIABLE WIDTH PUBLIC
DRAINAGE EASEMENT
ate''
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.......:.....:...:.
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.::::.. :.:::.:::.:..:::::.:..... ......::::::::.::: J // AREA
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/ PUMP STATION NO. 1
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N°°°°°000 0� °Oe° REVISIONS: DATE: 03/07/2023
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0f46 f on°o0 000o CAD FILE: CAROLINA SPRINGS PH IA.dwg
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PROJECT NO: 02190372.20
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DUKE ENERGY PROGRESS, INC.
DB 15289, PG 2437
REMAININGTRACT
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PIN:0730712692
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CLOMR09/14/21
!play FEMA EFFECTIVE 100
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100 YEAR FUTURE
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APPROVED CLOMR /
09114f21
SUBDIVISION MAP OF
CAROLINA SPRINGS, PHASE 1 - SECTION 1A
PREPARED FOR
LEN NAR CARO LI NAS
TOWNSHIP: BUCKHORN ICOUNTY: WAKE I STATE: NORTH CAROLINA
P.I.N.: 0730637545 1 ZONING: I SHEET: 3 of 8
-40- WithersRavenet
Engineers I Planners I Surveyors
115 MacKenan Drive I Cary, NC 27511
t: 919.469.33401 license #: F-1479 I www.withersravenel.com
I(M9119-03701190372.10-Lennar-Carolina Springs Master PlanhGeomaticsLSurveyhRes-ComlDrawingsISUBDIVISION PLATSICAROLINA SPRINGS PH 1A.dwg-Tuesday, May 2, 2023 2:56:43 PM- DAYTON, BEN

BKBM2023P000771
IMPERVIOUS SURFACE ALLOCATION
LOT NUMBERS
MAX IMPERVIOUS
ALLOWED (S.F.)
1-44, 47-48
3,140
45-46
2,380
49-50
2,250
51-52
1,940
53-55
1,210
56-62
1,570
156-161
1,585
LEGEND (UNLESS OTHERWISE NOTED)
ADJOINING LINE
BOUNDARY LINE
BUFFER
EASEMENT —
FLOOD LINE (AS LABELED)
RAN — —
NEW GREENWAY EASEMENT
RETAINING WALL EASEMENT — • — —
SETBACK - - - - - - - - - - - - - -
CP -CALCULATED POINT O CP
IPF - IRON PIPE FOUND O IPF
RAN - RIGHT OF WAY
SCM-STORMWATER CONTROL MEASURE
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ADDRESS
O
CALCULATED EASEMENT POINT
a
IRON PIPE SET
LOT NUMBER
NEW PUBLIC UTILITY ��/�1/��
EASEMENT 1' � �/
NEW STORM DRAINAGE
Lam:}:::_�:.:.:.::i:.: .......
EASEMENTNEW TREE
CONSERVATION AREA
CERTIFICATE OF REVIEW OFFICER
- S84°47'03"W
I 5,750 S.F. w
I i
W 10.132 ACRES
I 65'
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S84°47'03'W 115.00'
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N64°4T03"E 115.0 — n I :m7:w:::�
1 x a, I 5,750 S.F. 35 a
� 0.132 ACRES I
WAKE COUNTY NC 9 o I I �....:.::..�
TAMMY L. BRUHHER
REGISTER OF DEEDS 1 :': I 5,750 S.F. I o A oqQ �
^0.132ACRES m m
PRESENTED 8RECORDED ON 1-1.0-0'
m S844TW
2023 10:48:390S1— — —
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1It ---N84°4�IIIIII IllilllilIIIII IIIII 111111111 �.:::::::: �:::: — 7iO3"E 115.001--
BOOK:BM2023 PAGE•00771
I, I REVIEW OFFICER OF
WAKE COUNTY, CERTIFY THA THE MAP OR PLAT TO WHICH THIS
CEATION IS BALL STATUTORY REQUIREMENTS
DATE V
THE SUBDIVIDER SHALL FILETHE APPROVED PLAT WITH THE REGISTER OF
DEEDS OF WAKE COUNTY WITHIN SIXTY (60) DAYS OF FINAL APPROVAL;
OTHERWISE SUCH APPROVAL SHALL BE NULL AND VOID
THE TOWN OF HOLLY SPRINGS APPROVES OF THE EASEMENTS 1
RIGHT-OF-WAY DEDICATION AS SHOWN AND DELINEATED ON THIS PLAT.
'�S\� 5 3
S DATE
�rf.�i law _ G�GN'1
PRINT NAME AND TITLE
' I' - 3
GRAPHIC SCALE
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1 inch = 40 Ft.
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5,750 S.F. I S
0.132ACRES I
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::::.:.::: I O 0.132 ACRES
N86°4S12"E 105.06' _ ........
° .. 15. 00 -::_:::::::::::::::::::.
•� 4 ° 03 W c�
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. .......... ............
............... .............
S86D4312"W 117.57'
.:;.:::: / 8,497 S.F.
/ �; f 0.195 ACRES
20' PRIVATE
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% eeo
DATE:03/07/2023
°°s°O'g S.S'/0 o /
�o R- o� - 06/03/2022 ADDRESS TOWN COMMENTS SCALE: 1" = 40'
8 SEAL ` o e
L-4390
SURVEYED BY: WR
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a�SUR��°°°
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PROJECT NO: 02190372.20
I I
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10.132 ACRES I 4 OPEN SPACE 1 /
j 489,723 S.F. /
11.242ACRES /
I — — .
-S84°47'03"W 115.00'— I . .... I
I 5,750S.F. 37
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5,750 S.F. 40 0
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1 /
TRACT 4
SHENANDOAH HOMES, LLC
DBI8398 PG 1142
CAROLINA SPRINGS
BM 2022, PG 2-4
PIN:0730834534
N
W � /
X? j
\ TREE
JL CONSERVATION FLOODWAY PER
AREA APPROVED
CLOMR 09/14/21
\\, 100 YEAR FLOODPLAIN
PER APPROVED CLOMR
09/14/21
100 YEAR FUTURE `
ak \ FLOODPLAIN PER
APPROVED CLOMR /
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FEMA EFFECTIVE
\ 100 YEAR FUTURE
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0
SUBDIVISION MAP OF
CAROLINA SPRINGS, PHASE 1 - SECTION 1A
PREPARED FOR
LEN NAR CARO LI NAS
TOWNSHIP: BUCKHORN (COUNTY: WAKE I STATE: NORTH CAROLINA
P.I.N.: 0730637545 1 ZONING: I SHEET: 4 of 8
s�2s4j• � � � \
IPF
AREA
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DUKE ENERGY PROGRESS, INC.
/ DB 15289, PG 2437
REMAINING TRACT
CAROLINA SPRINGS
/ BM 2019, PG.1777-1782
/ PIN:0730712692
/
40 WithersRavenet
Engineers I Planners I Surveyors
115 MacKenan Drive I Cary, NC 27511
t: 919.469.3340 1 license #: F-1479 I www.withersravenel.com
K.119119-03701190372.10-Lennar-Carolina Springs Master PlanlGeomabcslSurveylRes-ComlDrawingslSUBDIVISION PLATSICAROLINA SPRINGS PH 1A.dwg-Tuesday, April18, 2023 8:11:22 AM- DAYIFON, BEN

BKBM2023P000772
IMPERVIOUS SURFACE ALLOCATION
LOT NUMBERS
MAX IMPERVIOUS
ALLOWED (S.F.)
1-44, 47-48
3,140
45-46
2,380
49-50
2,250
51-52
1,940
53-55
1,210
56-62
1,570
156-161
1,585
LEGEND (UNLESS OTHERWISE NOTED
ADJOINING LINE
BOUNDARY LINE
BUFFER
EASEMENT
FLOOD LINE (AS LABELED)
RAN
NEW GREENWAY EASEMENT
RETAINING WALL EASEMENT
SETBACK
CP - CALCULATED POINT O CP
IPF - IRON PIPE FOUND O IPF
R/W - RIGHT OF WAY
SCM - STORMWATER CONTROL MEASURE
S.F. - SQUARE FOOT
ADDRESS 0
CALCULATED EASEMENT POINT •
IRON PIPE SET
O
LOT NUMBER
NEW UTILITY
L=�j=zj1
EASEMENT
NEW STORM DRAINAGE
EASEMENT
Lam .....::::.....
NEW TREE
x x \,1
CONSERVATION AREA
BC X
I� J� JJ
CERTIFICATE OF REVIEW OFFICER
IPLINECOMPANY GREENWAY IPF
30' PUBLIC T
50' 0
1(IE )B 2758 / a� EASEMEN 37 59
Dg 2758 PG 643 N OPEN SPACE 1 / 15.58'
��� ' S81°48'06"W 53.08`' .
\ /
50 OPEN SPACE 2 N81°48'Ofi"E 109.46' �9 11 242 CRES
r--- "`- 30PUSLICGREENWAY / L37
r SEMEW
31,068 S.F. EA / ,j •
0.265 ACRES 39 N, 1 0
N81°4848'06"W 10946' rn
NWAY LS81o�`� 6° '✓ m
30' PUBLIC GREE
EASEMENT p, \ , `
N08°1210"W 30'
30.00' N81°4806"E 115.00'
L33 -105. L\X�
30 sy-
TREE
7,175S.F. ag/ CONSERVE
.:: 0.165 ACRES `31 / \ :::. \ C90 V g h
iii•r\ \ O \ 15�� / .::::.: ' � ' AREA
\ i 0 115p0
6,280 S.F.
\ 0.144 ACRES $ F
6,209S.F. \
0.143ACRES \
�, \
WAKE COUNTY, NC le `��'� \ \
TAMMY L . BRUNNER
REGISTER OF DEEDS \ \
PRESENTED 8 RECORDED ON
951e4?2e23 1e:58:39 \ \ 7,1oBs.F.
C':((:- �i 0.163ACRES \
Illlllllllllllll�lllll�llllllllllllll�llllllllf IIIIIII ...... �..�. \\ 19 \
BooK,Bn2e23 PA , ::
..
GE.e9772 :.:::`� 1 t
I, REVIEW OFFICER OF
WAKE COUNTY, CERTIFY T T THE MAP OR PLAT TO WHICH THIS
CEU;44ZATION IS AFFl4IrR 4EETS ALL STATUTORY REQUIREMENTS
REVIEW OFFICER
DATE
THE SUBDIVIDER SHAU FILETHE APPROVED PLAT WITH THE REGISTER OF
DEEDS OF WAKE COUNTY WITHIN SIXTY (60) DAYS OF FINAL APPROVAL;
OTHERWISE SUCH APPROVAL SHALL BE NULL AND VOID
............. :A
,
115.00' — =
. —
_ _N84°47'03"E
'
i-rr r:•1
1■l ........ ,
5,750 S.F.
N p
0.132 ACRES '
TRACT 1
:':
EXEMPT SUBDIVISON PLAT
:
N84°47'03"E 115.00'— — — I
n
CAROLINA SPRINGS - TRACT 2
BM 2022, PG 2379-2382
—
DB 17612, PG 1928
i
`
PIN:0730637545
REMAINING AREA: 74.324 ACRES
:-=::
5,760 S.F.
$
0.132ACRES
_ N84° 47'03"E 115.00' — —
t}:•;:•::•.
5,750S.F.
(;:
16 0.132ACRES 1
t
—NB4°47'03"E 115.00'
THE TOWN OF HOLLY SPRINGS APPROVES OF THE EASEMENTS
5,760 S.F. a o
RIGHT-OF-WAY DEDICATION AS SHOWN AND DELINEATED ON THIS PLAT. \, ::::::_`::::' , 15 0.132ACRES i
-3
TURE DATE
OL N84°47'03"E 115.00' = }
PRINT NAME AND TITLE:
I r \ * S47
•
GRAPH IC SCALE 3
400' 20' 40' 80'
1 inch = 40 ft.
°°•77' \ C A R -"°O°°
e% �� °°°•••°°° ��/�fd,
REVISIONS:
DATE: 03/07/2023
ti9 0a
06/03/2022 ADDRESS TOWN COMMENTS
SCALE: 1" = 40'
oS
S SEAL o e
SURVEYED BY: WR
e L-4390 0 ; o
°o �� o =o
0
`S U R�°°00°
DRAWN BY: MDF
°O°O
CHECK Er CLOSURE BY: BED
CAD FILE: CAROLINA SPRINGS PH lA.dwg
°.00
006 60oo"O°S40 °
PROJECT NO: 02190372.20
<
mMf03
;; :; 20' PRIVATE
\ 5,857 S.F.
\
DRAINAGE
/ / 2� EASEMENT
0.134 ACRES
o \
6,486 S.F. \
\
0.149ACRES
25 \ :;;• :::::'
'
,\
6,525 S.F.
1
0.150 ACRES
N
— 115.01' - `-
— S84"47'03"W
5,750 S.F. 26
=� 0.132ACRES
—S84°4T03"W 115.01'- ` o ::::::;:
`�
m 70
W C C)
... 'w_
:: Ia?
-D
A m
5,750 S.F.
o w 0.132ACRES r
mv�
}
— S84°47'03"W 115.00 —
5,750 S.F. 28 .::::: !
o 0.132 ACRES
o I
J — - S84°47'03"W 115.00' —
I........ ......
` 5,750 S.F.
o t 0.132ACRES7.
°47'03"W 115.00' ^ `
t 5,750S.F.
S ` 0.132ACRES ::.....
�
— -S84°47'03"W
t 5,750S.F. 31 0
0.132ACRES
o }
`
—1S84
1
100 YEAR FUTURE
FLOODPLAIN PER
APPROVED CLOMR
09114/21
OPEN SPACE 1
489,723 S.F.
11.242 ACRES
/ 1
1 \
h � IPF
> _
FEMA EFFECTIVE 100 ,
YEAR FLOODPLAIN
hry \
FLOODWAY PER
APPROVED /
CLOMR 09/14/21 /
DUKE ENERGY PROGRESS, INC.
DB 15289, PG 2437
REMAININGTRACT
CAROLINA SPRINGS
BM 2019, PG.1777-1782
PIN:0730712692
100
YEAR LAIN
PER
� 4 N PER APPROVEDOVER CLOMR \
co \ 091140
rn
a
rn
SHENANDOAC HOMES, LLC
DB 18398 PG 1142
w CAROLINA SPRINGS
BM 2022, PG 2-4
PIN:0730834534
Ix CM
TREE
N
CONSERVATION
AREA \
K/ % L47
�• o
N
FEMA EFFECTIVE
100 YEAR FUTURE f m
FLOODPLAIN N
L36 i/L39 L40 wP
I/ '•/ N I ,
(�L41i \ —
L46
SUBDIVISION MAP OF
CAROLINA SPRINGS, PHASE 1 - SECTION 1A
PREPARED FOR
LENNAR CAROLINAS
TOWNSHIP: BUCKHORN ICOUNTY: WAKE I STATE: NORTH CAROLINA
P.I.N.: 0730637545 1 ZONING: I SHEET: 5 of 8
WithersRavenel
Engineers I Planners I Surveyors
115 MacKenan Drive I Cary, NC 27511
t: 919.469.33401 license #: F-1479 I www.withersravenel.com
KA1M1M3701190372.10-Lennar- Carolina Springs Master PlanlGeomatics'SurveylRes-ComVDrawingsISUBDIVISION PLATSICAROLINA SPRINGS PH 1A.dwg- Tuesday, April 18, 2023 8:11:24AM- DAYTON, BEN

BKBM2023P000773
IMPERVIOUS SURFACE ALLOCATION
LOT NUMBERS
MAX IMPERVIOUS
ALLOWED (S.F.)
1-44, 47-48
3,140
45-46
2,380
49-50
2,250
51-52
1,940
53-55
1,210
56-62
1,570
156-161
1,585
TRACT 1 UQ
EXEMPT SUBDIVISON PLAT Y
CAROLINA SPRINGS - TRACT 2
BM 2022, PG 2379-2382
DB 17612, PG 1928 / s V� 2V PUBLIC - �� = o 100 YEAR FUTURE
PIN:0730637W \ �� DRAINAGE FLOODPLAIN
REMAINING AREA: 74.324 ACRES - EASEMENT ���= �^ • /
1ti / ° __� : }:..'':::'::'::':':: 100 YEAR FUTURE
WAKE COUNTY , NC 11 `;:::i:(.:,.?..':r:i}:':. �— .::{;'::: }::.:;:: . / FLOODPLAIN PER
°� / —�—/ APPROVED CLOMR 1
R / 20' PRIVATE ir..J!......:..............
TAMMY L. DRUMMER BACIcwATE o / _ / 09/14121
EASEMENT :.:. v a / DRAINAGE ......::.:..::C:'::. `ri:r 'iirr:i'r:..... / /
REGISTER OF DEEDS a / EASEMENT
:::: �• .. rn\/ :L91:"::. � 100 YEAR FLOODPLAIN
PRESENTED 8 RECORDED ON Lea'::'::'. / /
• LANDSCAPE ,C7--":' `- °/ PER APPROVED
r A . �! � ' i l r..'.f EASEMENT 1 -O i� � _ _ nCi05 � • / ngll A/71 9 i
,05p00000011p°0
°p°•`'( \A CAR 0 °O°00.
o�;000000000/°
�oFEssio `0.9
�?� S SEAL ` 8
e-F L-4390 0 0
1 1 0
GRAPHICSCALE 3l o"-.
` . '�e°eo=
40' 0' 20' 40' 80' c°o4i� R�
°e°O �iJ °°o°y� °o
°00pAe0e00peNo0`p°
1 inch = 40 Ft.
REVISIONS: DATE: 03/07/2023
06/03/2022 ADDRESS TOWN COMMENTS SCALE: 1" = 40'
SURVEYED BY: WR
DRAWN BY: MDF
CHECK & CLOSURE BY: BED
CAD FILE: CAROLINA SPRINGS PH 1A.dwg
PROJECT NO: 02190372.20
SUBDIVISION MAP OF
CAROLINA SPRINGS, PHASE 1 - SECTION 1A
PREPARED FOR
LENNAR CAROLINAS
TOWNSHIP: BUCKHORN COUNTY: WAKE STATE: NORTH CAROLINA
P.I.N.: 0730637545 ZONING: SHEET: 6 of 8
i
i
t
CP
�o•
CP
\
CP
o
K �
�—
h
N
a>
o
co
CP
o�
0 \
J \
r
TRACT 4
P, \
SHENANDOAH HOMES, LLC
1
DB 18398 PG 1142
CAROLINA SPRINGS
'
BM 2022, PG 2-4
PIN:0730834534
Q
{
CP i
{
n /
/
FEMA EFFECTIVE 100
WithersRavenet
Engineers I Planners I Surveyors
115 MacKenan Drive I Cary, NC 27511
t: 919.469.3340 1 license #: F-1479 I www.withersravenel.com
KA1911M3701190372.%Lennar-Carolina Springs Master PIanlGeomabcsLSurveylRes-ComlDrawingslSUBDIVISION PLATWAROLINA SPRINGS PH 1A.dwg- Monday, May 1, 202311:18:08 AM-DAYTON, BEN

BKBM2023PGO0774
IMPERVIOUS SURFACE ALLOCATION
LOT NUMBERS
MAX IMPERVIOUS
ALLOWED (S.F.)
1-44, 47-48
3,140
45-46
2,380
49-50
2,250
51-52
1,940
53-55
1,210
56-62
1,570
156-161
1,585
LEGEND (UNLESS OTHERWISE NOTED;
ADJOINING LINE
BOUNDARY LINE
BUFFER
EASEMENT
FLOOD LINE (AS LABELED)
RAN
NEW GREENWAY EASEMENT
RETAINING WALL EASEMENT
SETBACK
CP - CALCULATED POINT O CP
IPF - IRON PIPE FOUND O IPF
RIW - RIGHT OF WAY
SCM - STORMWATER CONTROL MEASURE
S.F. -SQUARE FOOT
ADDRESS XXX
CALCULATED EASEMENT POINT e
IRON PIPE SET
O
LOT NUMBER
NEW PUBLIC UTILITY
EASEMENT
NEW STORM DRAINAGE
EASEMENT
U.�..-:...:::.::::_I
NEW TREE
(-> X x �-j
CONSERVATION AREA
x
CERTIFICATE OF REVIEW OFFICER
I,aaL���QJC�EVIEW OFFICEROF
WAKE COUNTY, CERTIFY THAT THIlt MAP OR PLAT TO WHICH THIS
CERTILC-ATION IS AFFIXLD-MEETS ALL STATUTORY REQUIREMENTS
DATE
THE SUBDIVIDER SHALL F E THE APPROVED PLAT WITH THE REGISTER OF
DEEDS OF WAKE COUNTY WITHIN SIXTY (60) DAYS OF FINAL APPROVAL,
OTHERWISE SUCH APPROVAL SHALL BE NULL AND VOID
THE TOWN OF HOLLY SPRINGS APPROVES OF THE EASEMENTS /
RIGHT-OF-WAY DEDICATION AS SHOWN AND DELINEATED ON THIS PLAT.
53
SI DATE
PRINT NAME AND TITLE
0
N_
M
00
0
z
0
z
0
it
0
0
z
.1. -$1 23
GRAPHICSCALE
40' 0' 20' 40' 80'
1 inch = 40 ft.
pr�1
G
0
S87°42'04"E 82.01'
w CAL VANDER LANE
(51' PUBLIC R/W)
p° HEREBYDEDICATED
CD 58,263 SO FT
1.338 ACRES
N87°42'04"W 82.01'
O`
16,
TRACT 1 EXEMPT SUBDIVISON PLAT
INSET 1 1 - 40
CAROLINA SPRINGS - TRACT 2
BM 2022, PG 2379-2382
DB 17612, PG 1928
PIN:0730637545
REMAINING AREA: 74.324 ACRES
I
S88°23'59"E 130.07'
I
Iz_
SEE INSET 1
I J
FOR REMAINING RIW DEDICATION
1J3
I�
N88°23'59"W 130.07'
Gbh
TRACT 2
EXEMPT SUBDIVISON PLAT
CAROLINA SPRINGS -TRACT 2
BM 2022, PG 2379-2382
DB 17612, PG 1928
PIN'0730530799
REMAINING AREA: 72.398 ACRES
TRACT 1
EXEMPT SUBDIVISON PLAT
CAROLINA SPRINGS - TRACT 2
BM 2022, PG 2379-2382
DB 17612, PG 1928
PIN-0730637545
REMAINING AREA: 74.324 ACRES
WAKE COW, NC 12
T AMMV L . b eUMNER
REGISTER OF DEEDS
PRESENTED & RECORDED ON
0S104r2023.1$' MatS%:3 m1m1
I �jjgI 111111 III 11111 nu. u.•.
BOOK:Bt12023 PAGE:007?
T
EXEMPT S
CAROLINA S
BM 2022
DB 17
PIN:
I
REMAINING
OPEN SPACE 3
24,344S.F. ---VARIABLE WIDTH
30, PRIVATE
0.559ACRES DRAINAGE
/1p EASEMENT
8 59' 16.08'
N88°22'02"E 373.43'
3.25'
..... ... ,
S88°22128"W 288.08'(TOTAL)
25' PRIVATE ACCESS VARIABLI
EASEMENT PRIVATE[
N88°22'28"E 251.83' EASEL
1T.24.6T 18.83, 26.1T 29.50' 21.13T
OZO • N O N O��D W-pp25'ACCESS0 "D o y N I D `�" n ci�EASEMENT �, c� rn n ' �'z ;mmpT Z mTZ MT o mT o - o
cn� `{ o Im- o �- o �- co
'n cn
�Fri r 2t -,.. w y w w w
e0 c w cn o N I 53 54 ^ O ^- 1 O-1 57 m
�_ 1 O
m 1 WI O � `
N A I m 41. cp cp
m` w I w w 114 c'' w w
a' o I` LANDSCAPE
EASEMENT L88 L89 L90
211
1.803
16.08'
30.00' 17.9539.42' '28"E 356.87'
8.59' 169' 10.00'N88°22
C20
CALVANDER LANE
(51' PUBLIC RIM
HEREBY DEDICATED
58,263 SO FT
1.338 ACRES
C13
I
S88°23'59'E 130.07' I C19 '
W ST W 132�0
z 4°
SEE INSET 1 IJ
FOR REMAINING RIVV DEDICATION I0
(<
N88°23'59"W 130.07' I C14
1
OO�Or' f � CAR O ##,
,e MCA \ °eeoe000eoO eeo
°oe°°O�E.SS/� °O0 °/L c
9
� 4
S SEAL ` 8
8 L-4390 0
w %4-Ma
eopp L/ °OOOeeoee°°° 000�
epp,MlN E . 0 �,'•
r
to = I
to
=:
(= 106
S88°22'28"W 356,87'
30.W 35.87'
27.00'
29.50'
35.50'
35.00'
117
50.00'
113
129
125
121
C,
4C13 o
co
o
o
w=
N
w
N
I
I
52
cog
m
I
51
rw
N
49 I
N
48
I m
o
6' w
I
o
I
o
w
6,5W S.F.
o
I
0
I
o
g
o l
o
o
o A
o
o A I
o
0.149 ACRES
oo
I =r-
oy'co
ow
-co
I
o-
m
I
�cn
P.
OPEN SPACE 2
Do
T
D�
T'
D�
I m T
ncn
m
m'
o
Cn
U
I
I I
TRACT(
i
L--- ---
-
i - ----- -
EXEMPT SUBDIVISON PLAT
i
--
N88°22'28"E 289.33' (TOTAL)
CAROLINA SPRINGS TRACT
C � J •
... .........................:
..:. 260.49'
BM 2022. PG 2379-2382
/�
<7p
6
r:. . � :::
::::: r:C.:.!'T ir:...
29.50
rr :: r:::::ii rk:-:ir:::$r. : r?rr:
35.50' :::::::::::( :(;:::
:.rr.:::::.r.i rrrr
35.00' ::{ :::::
r:i ?...........
-..::.:..:.50.00'
-
DB 17612, PG 1928
/
...... ................
:? :::::;: S88°22'28"W 321.08' ;::
PIN:0730637545:::::::::::::::::::::..
i
N
o.............................................
l
..260.49
REMAINING AREA: 74.324 ACRES
/ter --
�_
"
S88°22'28"W 291.64' (TOTAL)
20' PRIVATE
DRAINAGE
EASEMENT
r
r
/
OPEN SPACE 2
•
0,265 ACRES
REVISIONS:
06/03/2022 ADDRESS TOWN COMMENTS
COMPANY
50 D � � C7 S81°48'06"w 1�•56
-- IXiB P1PEL158 1S
--..._.... __--••- pB 2758 PG 6h3 � .---
r j
DATE:03/07/2023
SCALE: 1" = 40'
SURVEYED BY: WR
DRAWN BY: MDF
CHECK Er CLOSURE BY: BED
CAD FILE: CAROLINA SPRINGS PH 1A.dwg
PROJECT NO: 02190372.20
SUBDIVISION MAP OF
CAROLINA SPRINGS, PHASE 1 - SECTION 1A
PREPARED FOR
LENNAR CAROLINAS
TOWNSHIP: BUCKHORN (COUNTY: WAKE I STATE: NORTH CAROLINA
P.I.N.: 0730637545 I ZONING: I SHEET: 7 of 8
40 WithersRavenet
Engineers I Planners I Surveyors
115 MacKenan Drive I Cary, NC 27511
t: 919.469.33401 license #: F-14791 www.withersravenel.com
K:119119-03701190372.10-Lennar-Carolina Springs Master PlanlGeomabcslSurveylRes-ComkOrawingslSUBDIVISION PLATSICAROLINA SPRINGS PH 1A.dwg- Tuesday, April 18, 2023 8:11:28 AM- DAYTON, BEN
a

BKBM2023PGO0775
LINE TABLE
LINE TABLE
LINE TABLE
LINE
BEARING
DISTANCE
LINE
BEARING
DISTANCE
LINE
BEARING
DISTANCE
L1
N01'37'32"W
30.58'
L51
N01*WW"W
20.00'
L101
S31'23'41"W
10.00,
L2
N29'31'52'E
24.46
L52
N75°12'40"E
20.60'
L102
S83°5657"E
2.83'
L3
N29°31'52'E
24.76
L53
S50°12'19"E
29.26'
L103
N60'28'08'W
10.00,
L4
514°04'58"E
23.28'
L54
548'46'42"W
27.93'
L104
N83'66'67"W
2.83'
L5
N45'19'20"W
0.81,
L55
S88'22'28"W
10.03'
L105
N23°11'64"W
23.06'
L6
N59'43'24"W
10.33,
L56
N88'22'28"E
32.34'
L106
N59018'46"W
10.m
L7
S60°28'08"E
1799'
L57
S25°49'00"E
7.14'
L107
S01°37'32'E
20.00'
L8
S19'33'18'E
15.81'
L58
S01'37'32'E
4.75'
1108
S51`03'03'W
20,00'
L9
N47-19-40-W
24A4'
L59
S58000-15°E
3.66'
L109
N25-57-09-W
1228'
L10
N25°28'08'W
28.03'
L60
S25049'00"E
10.63'
L110
S88'22'45'W
21.84'
L11
N19'33'18W
8.97'
L61
N47°32'53"W
56.71'
L111
S25049'00'E
8,77'
L12
N47'19'40"W
22.07'
L62
S47032'53"E
44.90'
L112
S25049'00"E
27.41'
L13
347'19'40"E
10.49'
L63
S08'57'09"E
34.67'
L113
N01037'15'W
8.01'
L14
S22026'23'E
21.38'
L64
N72011'10'W
37.47'
L114
N88-22-45-E
147.51'
L15
S06°47'08'E
42.97'
L65
S72`11'10"E
35.05,
L16
S63'03'51'E
4.66'
L66
N46"19'43"W
24.15'
L17
N84°53'40'E
9.08,
L67
N83'10'55'W
29.09'
L18
S02°07123"E
1.49'
L68
N59'59'11"W
12.44'
L19
S86'13'03'E
1.72'
L69
N63°13'40'W
11.68'
L20
S07'26'22"UV
34.65'
L70
N55'42'26"W
17.47'
L21
S50'19'04"E
37.04'
L71
N45'28'57'W
1020'
L22
S38'29'55'W
151.53'
L72
N39'39'02'E
71.49'
L23
S27004'04"W
7.88'
L73
N43"33'28"E
17.02'
L24
N59-19-29"W
25.32'
j L74
S66°47-43"E
24.48'
L25
N34'37'08"E
7.46'
L75
S39'05'20"E
27.75'
L26
N53°56'24W
18.51,
L76
S05'50'44E
4.76'
L27
N05°12'10W
31.00'
L77
S27019'WW
34.23'
L28
N41°03'49"W
77,06'
L78
S15`43'01'E
3.81'
L29
N17'54'05'E
47.46'
L79
SO4'42'58"E
12.99'
L30
1457'551VE
20.00'
L80
S19'13'29"W
11.91,
L31
S42'40'20'W
40.89'
L81
S58'57'01'W
9.92'
L32
N47'19'40W
20.00'
L82
572'11'10"E
36.17'
L33
N81°48'06'E
10.00'
L83
N72011'10'W
40.70'
L34
N51°07'59'E
25.98'
L84
N60'46'31'W
5.00'
L35
NO2'12'31'W
13.53'
L85
S62'49'55'E
5.00'
L36
N65'40'07"E
8.44'
L86
N78'30'31"W
5.00,
L37
N65'40'07'E
0.94'
L87
S80`36'28"E
5.00,
L38
N51'47'23"E
17.60'
L88
N01'36'52"W
5.0v
L39
N85"19'42"E
9.30'
L89
N88'23'08'E
10.00,
L40
N85°19'42'E
1.43'
L90
S01'36'62"E
5.00,
L41
585°19'42"W
12A4'
L91
S83"56'57'E
2.83'
L42
S51'07'59"W
20.75'
L92
N29'31'52'E
22.59'
L43
N66'22'24'E
3.79'
L93
S29`31'52'W
22.59'
L44
S84'11'54'E
15.67'
L94
N43°19'41'W
5.00'
L45
S66°22'24"W
3.79'
L95
S46'40'19"W
10.00,
L46
S8403038W
4.1V
L96
S43°19'41"E
5.00,
L47
N04'25'57"W
154.39'
L97
S45044'47'W
25 90'
L48
S06'52'24'E
16.88'
L98
S44"09'28'E
14.64
L49
S85'47'20"W
11.19,
L99
N41-03-12-E
10.70'
L50
S75'12'40"W
20.60'
1100
N06'47'08'W
26.33'
LEGEND (UNLESS OTHERWISE NOTED
ADJOINING LINE
BOUNDARY LINE
BUFFER
EASEMENT
FLOOD LINE (AS LABELED)
R/W
NEW GREENWAY EASEMENT
RETAINING WALL EASEMENT
SETBACK
CP- CALCULATED POINT O CP
IPF - IRON PIPE FOUND O IPF
R/W - RIGHT OF WAY
SCM - STORMWATER CONTROL MEASURE
S.F. - SQUARE FOOT
ADDRESS
a
CALCULATED EASEMENT POINT
•
IRON PIPE SET
O
LOT NUMBER
CURVETABLE
CURVE#
DELTA
RADIUS
ARC
LENGTH
CHORD
LENGTH
TAGENT
CHORD
BEARING
Cl
12'36'31'
177.50'
39.06'
38.98'
19.61'
N36°22'04'E
C2
29'59'32°
177.50'
92.91'
91.86'
47.55'
N15'04'03'E
C3
5'17'14"
177.50'
16.38'
16.37'
8.20'
NO2'34'20'W
C4
23'41'11'
177.50'
73.38'
72.86'
37.22'
N17'03'33'W
C5
8'02'05"
232.50'
32,60'
32.58'
16.33'
N25'00'19'W
C6
12"12'43"
232.50'
49.55'
49.46'
24.87'
N14'52'54W
C7
0'34'39'
232,50'
2.34'
2.34'
1.17'
N08°2914'W
C8
O'04'181
527.50'
0.66'
0.66'
0.33'
N08009'45'W
C9
6030'04"
527.50'
59.85'
59.82'
2996'
N04052'34"W
C10
12'45'22"
25.00'
5.57'
5.55,
2.79'
N08'00'13'W
C11
71'38'51"
25.00'
3126'
29.26'
18.05'
N50012'19"W
C12
5'35'48"
25.00'
2AN
2.44'
1.22'
N88049'38'W
G13
13'47'20"
474.50'
114.19'
113.92'
5737'
S81°23'40'W
C14
17'06'01°
525.50'
156.84'
156.26'
79.01'
S83003'00 W
C15
90000'00'
25.00'
39.27'
35.36'
25.00'
S46036'01W
C16
90°00'00'
25.00'
39.27'
35.36'
25.00'
N43'23'59'W
C17
90000'00'
25.00'
39.27'
35,36'
25.00'
N46'36'01"E
C18
90°00'00'
25.00'
39.27'
3516'
25 60'
S43°23'59'E
C19
17°06'01'
474.50'
141.62'
141,09'
71.34'
N83003'00'E
C20
13'47'50'
525.50'
126.54'
126.24'
63.58'
N81'23'55"E
C21
5'38'02'
25.00'
2.46'
2.46'
1.23'
N85`33'27'E
C22
67°55'27-
25.00'
29.64'
27.93'
16.84'
N48-46'42-E
C23
16'26'31"
25.00'
7.17'
7.15'
3.61'
N06035'43"E
C24
7°49'06'
232.50'
31.73'
31.70'
15.89'
N0201TOVE
C25
5°24'29'
232.50'
21.95'
21.94
10.98,
N08053'48"E
CURVE TABLE
CURVE#
DELTA
RADIUS
ARC
LENGTH
CHORD
LENGTH
TAGENT
CHORD
BEARING
C76
84°05'40"
30.00'
44.03'
40.18'
27.06'
S44010'13"E
C77
93°39'24'
30.00'
49.04'
43.76'
31.98,
S39°23'21"E
C78
60°09'51'
77.43'
81.31'
77.63'
44.85'
S82'35'35"W
C79
31005'04'
91.92'
49.87'
49.26'
2556'
N21'51'49W
C80
28'19'44"
5538'
27.63'
27.35'
14.10'
N27°22'06W
C81
22°35'30"
43240'
170.49'
169.39'
86.37'
N20'47'00W
C82
22°39'33'
452A0'
178.91'
117.75'
90.64'
S20'44'58"E
C83
2702503'
210.00'
100.49'
99.53'
51.23'
S28'57'48"W
C84
47053'17"
190.00'
158.80'
154.22'
84.37'
N18'43'41"E
C85
24'02'20"
389.27'
163.32'
162.12'
82.88'
N17°12'39W
C86
20'39'06"
357.50'
128.86'
128.16'
66.14'
N1B'53'59W
C87
20'25'35'
337.50'
120,32'
119.69'
60.81,
S18°48'34"E
C88
23°48'24"
72.50'
30.12'
29.91'
15.28'
517°07'09'E
C89
63'10'01'
115.00'
126.78'
120.46'
70.70'
S66°36'54°E
C90
78'35'42'
15.00'
20.58'
19.00'
12.28'
374'19'45°E
C91
82°56'48"
15.0V
21.72'
19.87'
13.26'
N24'54'00'E
C92
98'22'29"
45.00'
77.26'
68.12'
52.1T
N32'36'51"E
C93
82°56'48"
45.00'
65AT
%60'
39.78'
S24'500"W
C94
78'35'42"
45.00'
61.73'
57.00'
36.83'
N74'19'45"W
C95
63°10'01'
85.00'
93.7T
WON
5216'
N66°36'54"W
C96
90°00'00'
48.00'
75.40'
67.88'
48.00'
S43'22'28"W
C97
93°56'03"
13.00'
21.31'
19.01'
13.92'
N44'39'26W
C98
13'06'27'
23.00'
526'
5.25'
2.64'
N04'55'41'E
C99
68'31'45-
23.00'
1 27.51'
25.90'
15.67'
N45-44-47"E
C100
39°44'50'
46.00'
1 31.91'
31.28'
16.63'
S10-55-16"W
PUBLICNEW UTILITY
EASEMENT
`
NEW STORM DRAINAGE
EASEMENT .....::::....:::::
ass0000
o•° G A R O ooeo
ee °•o•••o•o °e
�4 eeo
eoe o Sip�°/°•
°
NEW TREE �/\-i\
�x X n x ��
-7 %
e° �vo Q-O Y
o Q t •
CONSERVATION AREA
o° o
e • SEAL • d
3i •?i o e v L-4390 o e
% p� o
GRAPHICSCALE
'S
eso2�
ao' 0' 20' ao'
so' °� U R�
E °
too
4"almo°°
1 inch = 40 Ft.
CURVETABLE
CURVE#
DELTA
RADIUS
ARC
LENGTH
CHORD
LENGTH
TAGENT
CHORD
BEARING
C26
3°43'54'
232.50'
15.14'
15.14'
7.57'
N13°27'59'E
C27
11'07'23'
232.50'
45.14'
45.07'
22.64'
N20'53'37'E
C28
24'35'44'
232.50'
99.81'
99.04'
50.68,
N38'45'11'E
C29
2°04'38'
177.50'
6.43'
6.43'
3.22'
N50°00'44'E
C30
3'13'41"
177.50'
10.00,
10.00,
5.00,
N47'21'35'E
C31
1'04'04"
177.50'
3.31,
3.31,
1.65,
N45012'42'E
C32
7'31'35'
177.50'
23.32'
23.30'
11.68'
N40'54'52'E
C33
7°37'13'
177.50'
23.61'
23.59'
11.82'
N33°20'28'E
C34
5'53'35'
232.50'
23.91'
2190'
11.97'
N32°28`39'E
C35
5°47'02"
232.50'
23,47'
23.46'
11.74'
338118158"W
C36
7°09'10"
232.50'
29.03'
29.01'
14.53'
S44'47'03'W
C37
2'41'24"
232.50'
10.92'
10.91'
5.46'
S49'42'21'W
C38
4°22'19'
177.50'
13.54'
1154'
6.78'
S48°51'53'W
C39
12`01'10'
177.50'
37.24
37.17'
18.69'
340°40'09'W
C40
5'13'51"
177.50'
16.20'
16.20'
8.11,
532'02'38"W
C41
3'15'48"
177.50'
10.11,
10.11,
S 06'
S27'47'49"W
C42
13°34'39"
17750'
42.06'
41.96'
21.13'
S19°22'35"W
C43
3°17'24"
1 177.50'
10.19'
1 10.19'
5.10'
S10-56-34-W
C44
2'10'38'
177.50'
6.75'
6.74'
3.37'
308'12'32"W
C45
8°44'45"
177.50'
27.09'
27.07'
13.57'
S02'44'51"W
C46
3°19'28"
172.50'
10.01,
10.01,
5.01,
N10°57'26'E
C47
6°34'22"
472.50'
54.20'
54.17'
27.13'
SO4'54'43"E
C48
0°45'23"
177.50'
2.34'
2.34'
1.17'
S08°34'36"E
C49
20*04'04:1
177.50,
62.17'
61.85'
31.41'
S18059'19"E
C50
0055'45°
1 232.50'
3.77'
3.77'
1.89
S28-33'29"E
CURVETABLE
CURVE#
DELTA
RADIUS
ARC
LENGTH
CHORD
LENGTH
TAGENT
CHORD
BEARING
C101
5°42'38"
59.00,
5.88,
5.88,
2.94'
S06005'5VE
C102
93012'34"
46.00'
74.03'
66.85'
48.65'
S49'50'49'E
C103
84°31'11'
72.01'
106.22'
9685'
65.43'
N62'04'51'E
C104
45'00'00"
20.00'
15.71'
15.31'
8.28'
S61'26'57"E
C105
45°00'00'
20.00'
15.71'
15.31'
8.28'
N73'33'03'E
C106
21'31'11"
90.00'
33.80'
33.60'
17.10'
N40'17'27'E
C107
21'31'11"
70.00'
26.29'
26.14'
13.30'
S40'17'27W
C108
29'16'58"
50.00'
25.55'
25.28'
13.06'
N55'41'41"E
C109
25'20'38"
31.00'
13.71'
13.60'
6.97'
S71°16'38"E
C110
45°00'00'
31.00'
24.35'
23.73'
12.84'
N73°33'03'E
C111
21031'11'
101.00'
37.93'
37.71'
19.19,
N40°17'27'E
C112
21'31'11"
91.00'
34.18'
33.98'
17.29'
S40'17'27W
C113
45'00'00'
21.00'
16.49'
16.07'
8.70'
S73'33'03W
C114
25'20'38"
21.00'
9,29'
9.21'
4.72'
N71°16'38"W
C115
75'00'00"
35.00'
45,81'
42.61'
26.86'
N60'41'54"IN
C116
36'06'52"
115.00'
7T49'
71.29'
37.49'
N41*15'20"W
C117
16'04'27"
6500'
18.24'
18.18'
9.18,
N67'21'00'W
C118
91*00,10"
12.69'
20.15'
18A0'
1291'
N16°50'16'W
C119
78-53'31'
13.00'
17.90'
16.52'
10.70'
N68-58'40'E
CERTIFICATE OF REVIEW OFFICER
I, !�t'��OWREVIEW OFFICER OF
WAKE COUNTY, CERTIFY TH THE AP OR PLAT TO WHICH THIS
CERT CAT IS AFFIX MEETS STATUTORY REQUIREMENTS
FOR DIN
REVIEW OFFICER G \\
3 3
DATE
THE SUBDIVIDER SHALL FI THE APPROVED PLAT WITH THE REGISTER OF
DEEDS OF WAKE COUNTY WITHIN SIXTY (60) DAYS OF FINAL APPROVAL,
OTHERWISE SUCH APPROVAL SHALL BE NULL AND VOID
THE TOWN OF HOLLY SPRINGS APPROVES OF THE EASEMENTS /
WAY DEDICATION AS SHOWN AND DELINEATED ON THIS PLAT.
=Q--.) ✓61,7 Z
SIG DATE
PRINT NAME AND TITLE
REVISIONS:
06/03/2022 ADDRESS TOWN COMMENTS
Orycb
V
DATE: 03/07/2023
SCALE: 1" = 40'
SURVEYED BY: WR
DRAWN BY: MDF
CHECK Et CLOSURE BY: BED
CAD FILE: CAROLINA SPRINGS PH 1A.dwg
PRO]ECT NO: 02190372.20
CURVETABLE
CURVE#
DELTA
RADIUS
ARC
LENGTH
CHORD
LENGTH
TAGENT
CHORD
BEARING
C51
11*08'35'
232.50'
45.22'
45.15
22.68'
S22'31'19°E
C52
11004'46'
232.50'
44.96'
44.89
22.55'
S11°24'39'E
C53
9'10'05'
232.50'
37.20'
37.16'
18.64'
S00'37'54"E
C54
11°08'35°
1 232.50'
45.22'
45.15'
22.68'
S09'31'26"W
C55
11'05'35"
232.50'
45.22'
45.15'
2268'
S20°40'00"W
C56
10'46'47'
232.50'
43.74'
43.68'
21.94'
S31'37'41"W
C57
1'33'57"
232.50'
6.35'
6.35'
3.18'
537'48'03W
C58
4'0518'
232.50'
16.59'
16.59'
8.30'
S40°37'41"W
C59
12°36'31'
62.50'
13.75'
13.73'
6.90,
N36°22'04"E
C60
35'16'46'
62.50'
38,48'
37.88'
19.87'
N12'25'26"E
C61
23'48'24'
62.50'
25,97'
25.78'
13.17'
N17°07'09"W
C62
8`02'05'
347.50'
48.73'
48.69'
24.41'
N25°00'19"W
C63
12'24'11"
34T50'
75.22'
75.08'
37.76'
N14°47'10W
C64
0°55'45'
3 47.50'
5.63'
5.63'
2.82'
S28'33'29"E
C65
11'08'35"
347.50'
67.58'
67.48'
33.90,
S22'31'19'E
C66
11°17'46°
347.50'
68.51'
W40'
34.37'
Sll'18'09"E
C67
9°10'05"
347.50'
55.61'
55.55'
27.86'
S00'37'54"E
C68
11'08'35"
347.50'
67.58'
67.48'
3390'
S09°31'26W
C69
11'08'35'
347.50'
67.58'
67.48'
33.90'
S20°40'00°UV
C70
12°20'44'
347.50'
74.88'
74.73'
37.58'
S32°24'40W
C71
3°17'54"
172.50'
9.93'
9.93'
4.97'
N27'47'07'E
C72
23'31'10"
50 00'
20.52'
20.38'
10AV
S74'49'26"E
C73
32'02'29"
50.00'
27.96'
27.60'
14.36'
S79'05'05"E
C74
33°58'38'
30.00'
17.79'
17.53'
9.17'
S78°07'01"E
C75
20-03'38-
30.00'
1 10.50'
10.45'
5,31,
S12'09'12"E
IMPERVIOUS SURFACE ALLOCATION
LOT NUMBERS
MAX IMPERVIOUS
ALLOWED (S.F.)
1-44, 47-48
3,140
45-46
2,380
49-50
2,250
51-52
1,940
53-55
1,210
56-62
1,570
156-161
1,585
TRACT 1
EXEMPT SUBDIMSON PLAT
CAROLINA SPRINGS - TRACT 2
BM 2022, PG 2379-2382
DB 17612, PG 1928
PIN:0730637545
REMAINING AREA: 74.324 ACRES
3
INSET 2 ill =401
sso 28 /
'3 �L % }
/ N36°11'35'E
25.86 TIELILNE
5ry
� /
r '
/ /
/
10 WAL ING
0
104 �/ / EASEMENT
WAKE COUNTY. NC 13
TAMMY L. BRUNNER
REGISTER OF DEEDS f
PRESENTED 9 RECORDED ON
8I5/04t2023 10:58:39
IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII
TRACT( BOOK:BM2023 PAGE:00775
EXEMPT SUBDIVI50N PLAT
CAROLINA SPRINGS - TRACT 2
S60° BM 2022, PG 2379-2382
srsAjFs DB 17612, PG 1928
SOp, PIN.0730637545
REMAINING AREA: 74.324 ACRES
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6 �DRAINAGE
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FEMA EFFECTIVE 100
7.58X'"
20' PUBLIC
DRAINAGE
FASFMFNT
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112.49
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PRIVATE ACCESS
EASEMENT
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PER APPROVED CLOMR
09/14/21
10' R ALINING
~~ - EASEMENT
(SEE INSET 2) /h��.
b�N/
SUBDIVISION MAP OF
CAROLINA SPRINGS, PHASE 1 - SECTION 1A
PREPARED FOR
LENNAR CAROLINAS
TOWNSHIP: BUCKHORN (COUNTY: WAKE I STATE: NORTH CAROLINA
P.I.N.: 0730637545 1 ZONING: I SHEET: 8 of 8
\ �h SHENANDOAH HOMES, LLC
oo DB 18398 PG 1142
yJ CAROLINA SPRINGS
BM 2022, PG 2-4
PIN.0730834534
"acV
CID )
CID
WithersRavenet
Engineers I Planners I Surveyors
115 MacKenan Drive I Cary, NC 27511
t: 919.469.33401 license #: F-1479 I www.withersravenel.com
K:119119-03701190372.10-Lennar-Carolina Springs Master PlanlGeoma8cslSuweylRes-ComlDrawingslSUBDIVISION PLATSICAROLINA SPRINGS PH 1A.dwg- Tuesday, April 18, 2023 8:11:32 AM - DAYTON, BEN

SECTION 11.00
RECLAIMED WATER DISTRIBUTION SYSTEM
TABLE OF CONTENTS
11.00 GENERAL
11.01 RECLAIMED WATER DISTRIBUTION PIPE
A. Design
B. Materials
C. Installation
11.02VALVES AND APPURTENANCES
A. Valves
B. Appurtenances
11.03 RECLAIMED WATER SERVICE TAPS
A. Design
B. Materials
11.04 RECLAIMED WATER IRRIGATION SYSTEMS
A. General
B. Designs
C. Street Crossing
D. Hose Bibs
E, Rain Sensors
11.05 TESTING AND INSPECTION
A. General
B, Testing
C. Inspection
D. Cross Connection Control
11.06 REPAIR OF RECLAIMED WATER SYSTEM
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11.00 GENERAL
A. All aspects of the design and construction of any portion of the reclaimed water
distribution system shall, at a minimum, meet the requirements of the North
Carolina Department of Environmental Quality (NCDEQ) Division of Water
Resources (DWR). Requirements presented in the Town of Holly Springs
Standard Specifications hereunder that are more restrictive or go above and
beyond the requirements of DWR are required by the Town of Holly Springs.
B. All Reclaimed water systems must be designed per North Carolina
Administrative Code Title 15A (15A NCAC) — Environmental Quality,
Subchapters 02T, 02U, and 18C latest revisions, the governing regulations.
C. Extensions of the existing reclaimed water distribution system must adhere to
any and all Policy Statements and/or Master Plans pertaining to the reclaimed
water distribution system and receive prior approval from the Executive
Director of Utilities and Infrastructure Services, prior to consideration.
D. Reclaimed water main extensions may require a detailed hydraulic report,
signed and sealed by a North Carolina Professional Engineer, be submitted to
the Executive Director of Utilities and Infrastructure Services and receive
approval prior to construction drawing submittal.
E. All utility extension permits must be obtained prior to construction. Refer to
the Town Code of Ordinances Section 16 for further requirements.
F. Reclaimed water shall be utilized and distributed in accordance with 15A
NCAC 02U Sections .0500 through 0.0700.
C. Any reclaimed water that leaves the reclaimed water distribution system other
than by means of a properly permitted use must be disposed of into the Town
of Holly Springs sanitary sewer system. This includes any reclaimed water line
flushing, and/or line breaks unless otherwise allowed by NCDEQ
rules. Deminimus runoff from distribution air relief valves and blow -off is
deemed permitted per NCDEQ rules. Any reclaimed water that is not a properly
permitted use or sent to a sanitary sewer must be reported and handled as if it
were a wastewater spill.
11.01 RECLAIMED WATER DISTRIBUTION PIPE
All new irrigation systems located within the Town's reclaimed service area desiring to
obtain water service for such system from the Town must connect to the reclaimed water
system, if reclaimed water is available to the property. Design must be in accordance with
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Chapter 16 Article IV of the Holly Springs Town Code of Ordinances. These areas are
shown on the Reclaimed Water Distribution Service Area Map located on the Town's
website.
A. DESIGN
1. Location: Reclaimed water lines shall be extended along the roadway to the
adjacent property line. All public reclaimed water mains shall be located within
dedicated right of way or dedicated easements with a minimum width of 20
feet. See Section 2.10 for allowable landscape plantings within a Town of
Holly Springs easement.
2. Sizing: Reclaimed water mains shall be sized in accordance with good design
procedures to provide adequate pressures throughout the system or as directed
by the Executive Director of Utilities and Infrastructure Services. The
minimum pipe size for reclaimed water mains shall be 4 inches in accordance
with the reclaim hydraulic model.
3. Installation: All utility extension permits must be obtained prior to construction
utilizing appropriate application forms from NCDEQ and/or the town. All
reclaimed water mains shall have a minimum cover of 4 feet measured from the
top of the pipe to the finished grade. When reclaimed water mains are installed
along a roadway which does not have curb and gutter, the reclaimed water main
shall be installed at sufficient depth to prevent conflict with future road
improvements or vertical alignment changes.
4. Relation to Potable Water Mains and Other Utilities
a) Reclaimed water distribution lines shall be located at least 10-feet
horizontally from any water line, unless local conditions or barriers prevent
a 10-foot lateral separation. If these separation distances cannot be met, the
piping and integrity testing procedures shall meet water main standards in
accordance with 15A NCAC 18C. Reclaimed water distribution lines shall
meet the separation distances to sewer lines in accordance with 15A NCAC
02T .0305.
b) Reclaimed water mains should only cross sanitary sewer mains or potable
water mains at an approximate 90 degree angle.
d) The minimum separation between reclaimed water mains and storm sewer
Mains must be either 5 feet horizontal or 2 feet horizontal with a vertical
separation of 24 inches unless otherwise approved by the Executive
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Director of Utilities and Infrastructure Services. Where storm sewers cross
reclaimed water with a vertical separation of less than 24 inches the segment
of reclaimed water pipe shall be ductile iron pipe at least one whole pipe
length froze the crossing point with joints equivalent to water main
standards.
e) Where reclaim water main crosses under storm sewer main with a vertical
separation less than 24 inches then reclaim water must be ductile iron
minimum of 10 feet each side of crossing and properly marked as reclaim.
f) Where sanitary sewer crosses reclaimed mains, a vertical separation of 18
inches must be maintained.
g) Reclaimed water distribution lines shall not be less than 50 ft from a well
unless the piping and integrity testing procedures meet water main
standards, but in no case shall they be less than 25 feet from a private well
or 50 ft from a public well.
5. Identification of Reclaimed Piping
a. General:
All new distribution piping in the reclaimed water system, including
service lines, valves and other appurtenances should either be colored
purple (Pantone 522 or similar) and embossed or be integrally
stamped/marked "CAUTION: RECLAIMED WATER — DO NOT
DRINK," or be installed with a purple identification tape, and a purple
polyethylene vinyl wrap.
b) Polyethylene Wrap-: Buried ductile iron pipe and fittings shall be wrapped
with a purple colored polyethylene membrane conforming to ANSI A21.5,
and installed in accordance with AWWA C 105. The polyethylene sheets
shall be 8 mils thick, minimum, and be colored purple (Pantone 522 or
similar).
c) Tracer Wire: Tracer wire shall be installed on all reclaimed piping. Tracer
wire shall be installed as shown in the Details. Approved Wire Connectors
shall be used to attach wire together.
d) Identification Tape:
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Identification tape should be prepared with white or black printing on a
purple field (Pantone 522 or similar) having the words
"CAUTION: RECLAIMED WATER -- DO NOT DRINK." The
overall width of the tape should be at least 3 inches.
ii. Identification tape should be installed on the top of the distribution
piping longitudinally and should be centered over the pipe. The
identification should be continuous in its coverage on the pipe and
should be fastened to each pipe length no more than 10 feet apart. Tape
attached to sections of pipe before they are placed in the trench should
have flaps sufficient for continuous coverage. Other satisfactory means
of securing the tape during backfill of the trench may be used if suitable
for the work, as determined by the Executive Director of Utilities and
Infrastructure Services.
iii. The identification tape differentiating the reclaimed water piping from
other utility lines should be consistent throughout the service area.
e) Side:
i. The public shall be notified of the use of reclaimed water.
ii. Advisory signs shall be posted around reclaimed water irrigation
activities in public areas, adjacent to ponds used to store reclaimed
water in public areas, and at decorative water features that use
reclaimed water.
B. MATERIALS
Material: All reclaimed water main distribution pipe 4" thru 12" diameter shall be
C900 PVC pipe. All reclaimed water main distribution pipe greater than 12"
diameter shall be C905 PVC. Ductile Iron Pipe shall only be used in special cases
and with the Executive Director of Utilities and Infrastructure Services approval,
New manufacturers must submit requests for approval to the Executive Director of
Utilities and Infrastructure Services. Additional information such as catalogs, list
of installations in the area or material samples may be required. A written response
will be mailed to the applicant accepting or rejecting the product within 90 days of
the receipt of all necessary infonnation.
2. Ductile Iron Pipe:
a) This material shall only be used for reclaimed water lines with Executive
Director of Utilities and Infrastructure Services' approval.
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b) Buried ductile iron pipe and fittings shall be wrapped with a purple colored
polyethylene membrane conforming to ANSI A21.5, and installed in
accordance with AWWA C105. The polyethylene sheets shall be 8 mils thick,
minimum, and be colored purple (Pantone 522 or similar).
c) Ductile iron pipe shall be designed and manufactured in accordance with
AWWA C 150 and C 151. The minimum required pressure ratings for ductile
iron pipe installed at a Type 2 laying condition are tabulated below. For all
other installations other than specified, the laying condition or the minimum
pressure class rating shall be increased in accordance with AWWA C 151.
Pipe Diameter
Depth of Cover
Pressure Class
6-8 -inch
3-20 feet
350 psi
10-12 -inch
3-14 feet
350 psi
14-20 -'inch
3-10 feet
250 psi
24-64 -inch
3 - 8 feet
150 psi
d) Pipe joints shall be of the push -on type as per AWWA C 111. Pipe lining shall
be cement mortar with a seal coat of bituminous material in accordance with
AWWA C104. Galvanized steel pipe will not be allowed as a material for
reclaimed water mains or reclaimed water service lines.
3. PVC Pipe:
a) PVC pipe (4" to 12") shall be designed and manufactured in accordance with
AWWA C900. PVC pipe larger than 12" shall be designed and manufactured
in accordance with AWWA C905. The PVC pipe shall be made of virgin PVC
resin that provides chemical and physical properties that meet or exceed cell
class 12454-B as defined in ASTM D1784. All PVC pipe shall be supplied in
standard laying lengths of 20 feet. Pipe shall be furnished in factory packaged
units, with each joint plainly marked with the manufacturer's name, pressure
class, size, etc. PVC pipe shall have integral wall, bell and spigot joints
fabricated with elastomeric gaskets that meet or exceed the performance
requirements of ASTM D3139 and F477. Fittings used on PVC pipe shall be
AWWA C153 compact ductile iron fittings.
b) All PVC pipe supplied for reclaimed water applications shall be color coded
purple (Pantone 522 or similar) as required by15A NCAC 02U -- Reclaimed
Water).
c) Furnish pipe for the following minimum pressure classes as indicated. Diameter
4"-12", C900 Pressure Class 150, SDR 18 Diameter 14" and larger, C905
Pressure Class 165, DR18.
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4. Steel Encasement for reclaimed water pipes are required for the following Street
Classifications to avoid traffic disruption in the future:
• Controlled Access Highway
For carrier pipes that employ cathodic protection anticorrosion systems, the
carrier and casing pipes shall be effectively insulated from one another. Carrier
and casing shall be cathodically protected as a unit.
See Section 5.03 Boring and Jacking for more casing pipe size requirements.
C. INSTALLATION
1. Ductile iron pipe shall be installed in accordance with the requirements of AWWA
C600 and the Ductile Iron Pipe Handbook published by the Ductile Iron Pipe
Research Association. At a minimum, all ductile iron pipe shall be installed at a
Type 2 laying condition as specified by AWWA C600.
2. PVC pipe shall be installed in accordance with AWWA C605. At a minimum, all
PVC pipe shall be installed at a Type 3 laying condition as specified by AWWA
C605,
3. Materials at all times shall be handled with mechanical equipment or in such a
manner to protect them from damage. At no time shall pipe and fittings be dropped
or pushed into ditches.
4. Pipe and fitting interiors shall be protected from foreign matter and shall be
inspected for damage and defects prior to installation. In the event foreign matter
is present in pipe and fittings, it shall be removed before installation. Open ends of
pipe shall be plugged or capped when pipe laying is not in progress.
5. All pipes shall be in nominal lengths of eighteen or twenty feet and shall be installed
with at least 48 inches of cover below the finished subgrade. Pipe shall be laid on
true lines as directed by the Executive Director of Utilities and Infrastructure
Services. Trenches shall be sufficiently wide to adjust the alignment, Bell holes
shall be dug at each joint to permit proper joint assembly. The pipe shall be laid
and adjusted so that the alignment with the next succeeding .joint will be centered
in the joint and the entire pipeline will be in continuous alignment both horizontally
and vertically. Pipe joints shall be fitted so that a thoroughly watertight joint will
result. All joints will be made in conformance with the manufacturer's
recommendations for the type of joint selected. All transition joints between
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different types of pipe shall be made with transition couplings approved on shop
drawings showing the complete assembly to scale.
6. Prior to beginning construction, the Contractor shall contact local utility companies
and verify the location of existing utilities. The Contractor shall be completely and
solely responsible for locating all existing buried utilities inside the construction
zone before beginning excavation. The Contractor shall be solely responsible for
scheduling and coordinating the utility location work. When an existing utility is
in conflict with construction, it shall be exposed prior to beginning construction to
prevent damage to the existing utility.
7. Valves in the existing Town of Holly Springs water system shall not be operated
without a minimum notice of 24 hours to the Executive Director of Utilities and
Infrastructure Services and the Director of Public Utilities. The Contractor shall
operate valves only in accordance with Town of Holly Springs Engineering Design
and Construction Standards.
11.02 VALVES AND APPURTENANCES
A. VALVES
General
a) Valves shall be installed on all branches from feeder reclaimed water mains
according to the following schedule: 4 valves at crosses; 3 valves at tees. When
a loop section of reclaimed water line is connected back into the feeder
reclaimed water main within a distance of 200 feet or less, only one valve will
be required in the feeder reclaimed main. Reclaimed water main extensions or
mains extending at a project phase line shall include a valve and one additional
standard length of pipe with a cap and a temporary blow -off assembly.
b) Where no reclaimed water line intersections are existing, a main line valve shall
be installed at every 100 feet per 1-inch diameter main up to a distance of 1000
feet between valves. In addition, the Town of Holly Springs reserves the right
to require additional isolation valves where necessary for efficient operation
and maintenance.
c) Valves shall be properly located, operable and at the correct elevation. All
valves and reducers shall be nodded to the tee or cross if one is located within
10 feet as shown in the Details. If reducers cannot be sodded, concrete blocking
or other restraining methods will be required. The maximum depth of the valve
nut shall be 5 feet. When valve extension kits are used, they must be
manufactured by the same company which manufactured the valve.
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2. Combination Air Valves
a) Combination air valves shall be installed at all high points of reclaimed water
lines 12" inches in diameter or larger and at ether locations as directed by the
Town of Holly Springs. The reclaimed water main shall be installed at a grade
which will allow the air to migrate to a high point where the air can be released
through an air valve. A minimum pipe slope of l foot in 500 feet should be
maintained. The valve shall have a minimunn two (2) inch NPT inlet and 200-
PSIG working pressure. Combination air valves shall be sized by the Engineer
and approved by the Town of Holly Springs.
b) Combination air valves shall be of the single housing style that combines the
operation of both an air/vacuum and air release valve. The valve must meet the
requirements of AWWA C512 and be installed in accordance with the Details.
e) Manholes installed for the combination air valves shall meet all requirements
of Section 7.00.
3. (Nate Valves
a) Gate valves 2 inches and greater shall meet all requirements of AWWA C500
for a working pressure of 200 psi. All gate valves shall be mechanical joint
with iron body, bronze mounting double disc parallel seat type with a non -rising
stem and open left with a double O-ring seal.
b) Gate valves, up to and including 12 inches, shall be installed in a vertical
position.
c) Gate Valves 16 inches and larger must be approved by the Executive Director
of Utilities and Infrastructure Services. They may be installed horizontally and
equipped with bevel gears, grease case, rollers, tracks scrapers, and a bypass
located on the side of the body (fully revolving disc valves shall not require
rollers), or vertically and be equipped with spur gears enclosed in a grease case
and with a bypass located on the side of the body. In either case, the roller and
scraper operators shall be installed in a manhole that meets all requirements of
Section 7.00.
4. Resilient Seat Wedge Gate Valves: Resilient seat wedge gate valves shall be
manufactured in accordance with AWWA C509 for a working pressure of 200
psi. All shall be mechanical joint with iron body, open left with a non -rising stem
and two O-ring stem seals. All ferrous surfaces, both inside and outside, shall be
protected by a fusion -bonded epoxy coating.
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5. Butterfly Valves: Butterfly Valves may be installed in reclaimed water mains 24
inches or greater with the permission of the Executive Director of Utilities and
Infrastructure Services. All butterfly valves shall meet the requirements of AWWA
C504 with mechanical joints, 2 inch open left operating nut. Valves installed on
reclaimed waterlines at depths greater than 6' (measured to top of pipe) shall be
installed in a manhole (see Section 7.00) as shown in the Details. Valves
designated by the Town of Holly Springs to potentially have a remote actuator shall
be installed in a manhole (see Section 7.00) as shown in the Details.
6. Valve Boxes
a) Valve boxes shall be cast iron, screw or telescopic type, with a 5-inch
opening. Valve box ring adjustments will not be allowed. All valve boxes shall
be furnished with an approved operating key which shall allow operation by
authorized personnel only.
b) Valve box covers shall be square in shape (NOT round) and shall be designed
for AASHTO H-20 truck loadings. All valve box covers shall be of non -
interchangeable shape with potable water covers, and cast on the top surface
with a recognizable inscription indicating "Reclaimed Water". All valve box
covers shall be painted purple (Pantone 522 or similar).
c) The valve box shall be centered over the wrench nut and seated on compacted
backfill without touching the valve assembly. All valve boxes shall be encased
in a trowel finished 2' x 2' x 6" pad of 3000-psi concrete beneath the asphalt
with the cover flush with the top of the pavement or flush with the finished
grade. Precast concrete valve box encasements may not be used for valve box
encasement outside of paved areas. The maximum depth of the valve nut shall
be 5 feet. When valve extension kits are used, they must be manufactured by
the same company that manufactured the valve.
B. APPURTENANCES
1. Pipe Fittings: Pipe fittings shall be cast or ductile iron designed and manufactured as
per AWWA C110. Sizes of fittings up to and including 12 inches shall be designed for an
internal pressure of250 psi, and larger size fittings shall be designed for an internal pressure
of 150 psi. Compact ductile iron mechanical .joint fittings designed and manufactured as
per AWWA C 111 are also acceptable. Joints for fittings shall be mechanical and lined
with cement mortar with a seal coat of bituminous material, all in accordance with AWWA
C104.
2. Blowoffs
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a) Blowoffs installed at the end of cul-de-sacs shall be a minimum of 2
inches. Blowoffs installed on transmission and distribution mains shall be a
minimum of inches. Where there is not sufficient pressure to thoroughly flush
the system, a larger blowoff will be required.
b) Blowoff assemblies shall be constructed as shown in the Details. The valves
shall be gate type with a non -rising stem and a 2-inch operating nut, 0-ring
seals and screwed ends. A fiill-size valve is required on mains that are planned
to be extended.
c) Blowoffs shall be directed in a non -erosive manner to a stabilized grassed area
at least 50 ft. from a jurisdictional feature or directed into the closest sanitary
sewer manhole. Blowoffs installed at the end of cul-de-sacs should be tied into
a sanitary sewer manhole where available.
3. Thrust Restraint: Reaction blocking for all fittings or components subject to
hydrostatic thrust shall be securely anchored by the use of concrete thrust blocks poured in
place or restrained joint piping as described below
a. Concrete thrust blocks shall be poured in place with reaction areas as shown in
the Details. No concrete shall interfere with the removal of fittings. Material
for reaction blocking shall be 3000 psi concrete. A minimum 4 mil plastic shall
cover the fitting to ensure that no concrete will interfere with removal of the
fitting.
b. PVC Bell Joint Restraint - All PVC bell joints shall be restrained for both C900
and C905 PVC pipe. The bell joint restraint shall consist of either an approved
restrained PVC joint provided by the same manufacturer of the PVC pipe or an
approved bell joint restraint harness. All bell joint restraint harness assemblies
shall be made of ductile iron pipe (DIP), coated with a manufacturer applied
epoxy coating or polyester powder coating, including stainless steel bolts, nuts
and rods. The bell joint restraint harness shall be manufacturer approved for
use with PVC pipe and rated for at least 200-psi with a 3:1 safety factor.
c. All valves and fittings shall be restrained to C900 or C905 pipe with an
approved wedge action retainer gland or other approved restraining method. All
DIP fittings for reclaimed water use shall be identified by purple painting or
wrapping with polyethylene wrap (Pantone 522 or similar). Alternative
restraining methods and mechanical joint restraints may be used upon approval
by the Executive Director of Utilities and Infrastructure Services.
11.03 RECLAIMED WATER SERVICE TAPS
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A. DESIGN
Individual reclaimed water services, and multiple branch services, shall be provided
from the reclaimed water main to each reclaimed water meter for single customer
locations in accordance with the Details. All connections shall be tirade by wet
taps. Service connections shall be made perpendicular to the reclaimed water main
and shall run straight to the reclaimed water meter.
2. All reclaimed water meter boxes and vaults shall be located at the edge of the
serviced lot's right of way or easement. Reclaimed water meter boxes shall not be
placed ill streets, sidewalks, parking areas or obstructed by fencing or
buildings. Exceptions to these conditions will be at the direction of the Executive
Director of Utilities and Infrastructure Services.
3. Service taps to existing reclaimed water mains shall be made by the Town of Holly
Springs. Service taps to new reclaimed water mains shall be made by the Contractor
in accordance with the Specifications.
4. Water meters shall be sized based on applicant water budget calculations using the
approved method. Water ureter size shall be determined from the following table;
or as otherwise specified by the Executive Director of Utilities and Infrastructure
Services. Multiple branch services size shall be determined by the designer.
METER SIZING GUIDE
Meter Size
Flow Range
(inches)
('GPM)
3/4" PD
0 - 20
1" PD
20 - 50
1.'/z" PD
50 - 100
2" C
100 - 200
3" C
200 - 400
44' C
1 400 - b00
PD = Positive Displacement
T = Turbine (may be required on a case -by -case basis)
C = Compound (must be sized on a case -by -case basis)
5. Service taps greater than 2 inches shall be made by a Contractor of the Developer.
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B. MATERIALS
1. Taps:
Direct taps shall not be allowed on C900 or C905 PVC mains. The maximum
allowable size for saddle taps is 2". All taps larger than 2-inches shall be installed
by inline fittings or tapping sleeves. All tapping of C900 or C905 PVC mains shall
be implemented with shell type cutting tools classified for use with PVC pipe that
retains the coupon out while penetrating the pipe wall, use of twist drill bits and
auger bits shall be prohibited.
The maximum size of direct taps without a fitting, tapping sleeve or saddle for
ductile iron mains shall be as follows:
Main Size inches
Tap Size inches
4" main
3/4" tap
6" main
1" to
8" main
1 1. /4" to
10" main
1 1 /2" to
12" main
2" to
2. Tapping Sleeves: Tapping Sleeves shall be made of either cast iron or stainless
steel. The sleeve shall be two-piece with mechanical joint to the main line and
flanged to the tapping valve. Cast iron shall meet AWWA C 110
specifications. Stainless steel shall meet AWWA C223 specifications. All sleeves
shall require full circumferential gasket. All tapping sleeves shall be manufactured
and approved for installation on the specific main line pipe material (DIP, C900,
C905).
3. Tapin Saddles: Tapping Saddles shall be used on reclaimed water mains 16
inches and larger. Saddles shall be made of ductile iron providing a factor of safety
of 2.5 with a working pressure of 250 psi. Saddles shall be equipped with an
AWWA C 110 flange connection on the branch. Sealing gaskets shall be 0-ring
type, high quality molded rubber having an approximate 70 durometer hardness,
placed into a groove on the curved surface of the saddles. Straps shall be alloy
steel. The maximum size saddle outlet for each size of pipe to be tapped shall be
as follows:
Size pipe
to be tapped
Maximum size
Saddle Outlet
16"
895
18"
8„
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20"
10"
24" and larger
1.2"
4. Corporation Stops: Corporation Stops shall be ball type, trade of brass and
complete with a compression or flared coupling and AWWA Standard threads as
per AWWA C800. Taps shall be located at 10:00 or 2:00 o'clock on the
circumference of the pipe. Service taps shall be staggered alternating from one side
of the reclaimed water train to the other and at least 12 inches apart. The taps must
be a minimum of 24 inches apart if they are on the same side of the pipe. No burned
taps will be allowed and each corporation stop will be wrapped with Teflon tape
for ductile iron pipe reclaimed water mains. No tapping shall be made where
rodding is placed.
5. Service Saddles: Service saddles shall be bronze body (85-5-5 waterworks brass)
and double strap for taps with silicon bronze nuts conforming to ASTM A98 and
factory installed grade 60 rubber gaskets. Service saddles shall be approved by the
manufacturer for use on C900/C905 PVC mains.
6. Service Tubing: Copper service tubing shall be type K soft copper tubing per
ASTM 1388. No union shall be used in the installation of the service connection of
100-feet or less. The longest available length of service line shall be used with no
unions (e.g. for 3/4 inch, only 1 union will be allowed for each 100 foot
section). Unions shall be made with flare or compression type couplings. Copper
service tubing shall be installed reclaimed locating tape, spirally wrapped from the
tap through the setter.
7. Col2persetters for 3/4 and 1-inch Reclaimed Water Services: All 3/4 and 1-inch
reclaimed water services shall be installed with coppersetters as shown in the
Details. All coppersetters shall be as manufactured by Mueller or Ford at the
dimensions shown in the Details. All coppersetters shall be 'installed with a
lockable angle ball valve assembly and outlet angle check valve on all size
setters, Coppersetters shall be installed with flare fittings and all coppersetter
assemblies shall be provided as shown in the Details with galvanized brace pipes
for additional stability. All installations shall provide the coppersetter properly
aligned with the meter box reader lid such that the meter is clearly visible below
the reader lid.
S. Meter Boxes for 3/4-inch services: 3/4-inch meter boxes shall be light weight polymer
concrete as shown in the Details. Meter boxes for 3/4-inch reclaimed water services
shall provide a cover opening of 11 X 18 inches and boxes shall treasure at least
18-inches in depth. Meter boxes and covers shall be rated for "heavy duty" uses,
such as alleys, driveways, parking lots, etc. Standard teeter box covers shall not
bolt down to the box. The box interior walls and covers shall be consistently color-
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coded purple (Pantone 522 or similar). All covers shall include a 4 X 6 inch cast
iron reader lid with the words "RECLAIMED WATER — DO NOT DRINK" cast
into the lid in 1-1/2" tall lettering. The Town of Holly Springs reserves the right to
require all meter box covers to include brackets and housing for "ITRON"
compatible transponders for automated meter reading systems. All n-reter boxes
and covers shall be installed as shown in the Details.
9. Meter boxes for 1-inch services: 1-inch meter boxes shall be lightweight polymer
concrete as shown in the Details. Meter boxes for 1-inch reclaimed water services
shall provide a cover opening of I I X 18 inches and boxes shall measure at least
18-inch in depth. Meter boxes and. covers shall berated for "heavy duty" uses, such
as alleys, driveways, parking lots, etc. Standard meter box covers shall not bolt
down to the box. The box interior walls and covers shall be consistently color -
coded purple (Pantone 522 or similar). All covers shall include a 4 X 6 inch cast
iron reader lid with the words "RECLAIMED WATER -- DO NOT DRINK" cast
into the lid in i %2" tall lettering. The Town of Holly Springs reserves the right to
require all meter box covers to include brackets and housing for "ITRON"
compatible transponders for automated meter reading systems. All teeter boxes
and covers shall be installed as shown in the Details.
10. Meter boxes for 11/2 and 2-inch services: 1 1/2" and 2" meter boxes shall be light
weight polymer concrete as indicated in the Standard Details. All meter box
interiors and covers shall be consistently color -coded purple (Pantone 522 or
similar). Covers shall be marked on the top surface with a recognizable inscription
indicating "RECLAIMED WATER -- DO NOT DRINK" in 1-1/2" tall
lettering. Piping for 1 1/2 and 2 inch reclaimed water meters shall be constructed
from brass and copper tubing and shall be equipped with angled check valve outlets
and by-pass flanged valve or by-pass flanged ball valve inlets. The box shall have
an open bottom to allow drainage through stone.
11. Meter Vaults: Meter vaults and access doors within street right of way shall meet
HS-20 loading requirements and shall be located outside of travel areas. The access
double doors shall be aluminum with a flush drop lift handle, stainless steel hinges
and bolts, a stainless steel slam lock, an automatic hold open arras, and compression
springs to allow for easy opening. Covers shall be marked on the top surface with
recognizable inscription indicating "Reclaimed Water -Do Not Drink"
12. Reclaimed Water Meters: Reclaimed water meters for '/4" to 2" services will be
provided by the Town of Holly Springs. Larger meters shall be provided by the
developer as directed by the Executive Director of Utilities and Infrastructure
Services. Reclaimed water meters, registers and covers shall be purple (Pantone
522 or similar).
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11.04 RECLAIMED WATER IRRIGATION SYSTEMS
A. GENERAL
All reclaimed water irrigation systems within public street right of way require an
encroachment agreement from. the Town of Holly Springs or NCDOT prior to
installation. flans designating the location, size, material, and depth shall be submitted
with the agreement application to the Engineering Department.
Pipe material for the irrigation mainline proposed to be used within the public right of
way shall be Schedule 40 PVC or greater. All pipe, fittings, and appurtenances shall
be purple (Pantorie 522 or similar). A minimum depth of 2 feet of cover shall be
provided.
A soil evaluation is necessary in order to determine the loading rate for irrigation
permits. All development within the reclaim service area will need to complete an
independent soil evaluation prior to submitting a reclaim irrigation permit.
All reclaimed water irrigation systems are required to secure permits from the Code
Enforcement Department and the Utilities and Infrastructure Services prior to
installation and shall be inspected after installation. A separate meter is required for
irrigation systems.
For single family irrigation design, a CID, PE, or LA is required to develop the plan.
For non -single family irrigation systern designs, a PE must develop the plan.
Impoundments for reclaimed water storage for large scale irrigation systems or
aesthetic/decorative water features shall be designed in accordance with 15A NCAC
02U -- Reclaimed Water.
Service lines from mainline tap to the meter are installed and identified per the Town
of Holly Spring's Standard Details. There shall be no direct cross -connection between
potable and reclaimed water supplies.
B. DESIGNS
Sprinklers chosen and located to maintain the following setbacks from the irrigation
area to the following features:
1.) 25 feet from surface waters [perennial and intermittent streams, wetlands] not
classified as tidal salt waters or high -quality water (SA).
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2.) 100 feet from surface waters [perennial and intermittent streams, wetlands]
classified as tidal salt waters or high -quality water (SA).
3.) 100 feet from any water supply well (not including monitoring wells).
4.) Sprinklers located on a steep slope have check valves installed on all the heads on
that irrigation zone.
5.) No mainlines or valves shall be allowed within the utility/devil strip. Laterals will
be allowed and shall be placed within 1 ft of sidewalk.
6.) The zoning of the irrigation system must allow that plants with different water
requirements (such as grass and shrubs) are on separate zones. In addition, the
irrigation design should consider the different microclimates found in most landscapes
(such as north facing grass areas vs. south facing grass areas) and separate those
microclimates into zones. These zoning practices may add slightly to the installation
cost of an irrigation system, but can have a dramatic effect on system efficiency.
7.Guidelines on pressure at the head/emitter: Spray -Heads 20 to 35 psi; gear rotors 60
psi or less; impact rotors 60 psi or less; drip emitters 40 psi or less.
8.Large commercial systems which have the potential to place undue burdens (demand
or pressure requirements) on the Town of Holly Springs' public reclaimed distribution
system must include on -site storage and/or pumping facilities. This determination will
be made by the Executive Director of Utilities and Infrastructure Services. Design,
operation, and maintenance of such on -site facilities shall be the sole responsibility of
the applicant. These additional facilities must be designed in accordance with 15A
NCAC 02U — Reclaimed Water.
9.Rain sensors must be installed to reduce the likelihood of overwatering. Rain sensors
are required to remain in service at all times to prevent overwatering and/or ponding of
reclaimed water.
C. STREET CROSSING
All irrigation line street crossings shall be contained within a ductile iron or steel casing
pipe. The Town of Holly Springs may, in some instances, permit irrigation systems
installed in the medians of Town -maintained roadways. These systems must also have
french drains installed behind the curb and gutter and piped to a storm drainage
collection system. These systems shall be allowed only when some permanent
mechanism is established for the private perpetual maintenance of the system(s).
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D. HOSE BIDS
Hose bibs are not permitted for the reclaimed water system.
E. RAIN SENSORS
Rain sensors must be installed to reduce the likelihood of overwatering. Rain sensor
must remain in operation to prevent ponding or runoff.
11.05 TESTING AND INSPECTION
A. GENERAL
1. All reclaimed water used in testing and inspection must be disposed of properly as
described in Section 11.00.
2. All materials must be approved by the Inspector prior to installation. Materials
rejected by the Town of Holly Springs' Inspector shall be immediately removed
from the job site.
3. Under no circumstance shall any waterline system valve be operated without prior
approval by the Construction Inspector. Damage to Town of Holly Spriggs
infrastructure resulting from illegal operation of valves shall be the responsibility
of the Contractor. In addition, the Contractor shall be subject to a fine for operating
a valve without prior approval.
4. The Contractor shall furnish all materials, labor, equipment, and shall pay for the
water used to perform all testing and inspections to the satisfaction of the
Construction Inspector. The Contractor shall obtain a Blowoff Permit from the
Town of Holly Springs Engineering Department for use when blowing off
reclaimed water mains.
5. Reclaimed water service taps shall not be made until after all main testing is
completed, and bacteriological testing is satisfactory.
B. TESTING
1. Hydrostatrc_Testing
a) All valves in the Town of Holly Springs reclaimed water system shall be
operated by the Town of Holly Springs. A section of reclaimed water main
which is to be hydrostatically tested shall be slowly filled with water at a rate
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2
which will allow complete evacuation of air from the line. Hand pumps shall
not be used for the pressure testing of reclaimed water mains. Taps used for
testing purposes shall be removed after testing. The corporation stops shall be
removed and a threaded tapered plug shall be installed on the line.
When approved by the Town of Holly Springs, the Contractor may utilize
potable water or reclaimed water via an approved hydrant meter and RPZ
assembly for testing and disinfection of new reclaimed mains which are not
physically connected to a live reclaimed water supply. Once reclaimed water
has been introduced into the system no direct connection to potable water will
be allowed and an approved air gap assembly inust be used.
b) Any measured leakage not within the allowable limits as specified in the
following table shall require repair of the reclaimed water main and additional
testing until the standards are met. For pipe sizes other than those shown, the
Contractor shall test within the allowable leakage amounts as specified by
AWWA C600-99. All visible leaks shall be repaired regardless of the amount
of leakage.
Pipe Size
(Inches)
4
6
8
12
16
20
24
Chlorination
Allowable Leakage at 200-psi
(Gal./Hr. per 1000 feet of pipe)
0.43
0.64
0.85
1.28
1.70
2.12
2.55
a) All additions or replacements to the reclaimed water system shall be chlorinated
before being placed in service under the supervision of the Town of Holly
Springs' Inspector in the following manner:
i. Taps shall be made at the control valve at the upstream end of the reclaimed
water main and at all extremities of the line including valves.
ii. A solution of water containing 70% HTH available chlorine shall be
introduced into the reclaimed water main by regulated pumping at the
control -valve tap. The solution shall be of such a concentration that the
reclaimed water main shall have a uniform concentration of 50 ppin total
chlorine immediately after chlorination. The chart below shows the
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required quantity of 70% HTH compound to be contained in solution in
each 1,000 feet section of line to produce the desired concentration of 50
pprn.
Pipe Size Pounds High Test Hypochlorite (70%)
(inches) per 1000 feet of line
6 1.76
8 3.12
10
4.84
12
7.00
14
9.52
16
12.44
20
19.52
24
28.00
iii. The HTH Solution shall be circulated in the reclaimed water main by
opening the control valve and systematically manipulating blowoffs and
taps at the reclaimed water main extremities. All reclaimed water leaving
the system during this test must be disposed of through either an approved
use or sent to the sanitary sewer. The HTH solution must be pumped in at
a constant rate for each discharge rate so a uniform concentration will be
produced in reclaimed water mains.
iv. HTH solution shall remain in reclaimed water plains for no less than 24
hours or as directed by the Town of Holly Springs' Inspector.
v. Extreme care shall be exercised at all times to prevent the HTH solution
from entering existing reclaimed water mains.
Bacteriological Sampling
a) Free residual chlorine after 24 hours shall be at least 10 ppm or the Town of
Holly Springs' Inspector will require that the lines be re -chlorinated.
b) Flushing of reclaimed water mains may proceed after 24 hours, provided the
free residual chlorine analysis is satisfactory. Reclaimed water leaving the
system because of line flushing must be returned to a sanitary sewer. Flushing
shall be continued until an orthotolidine check (or other method approved by
the Town of Holly Springs) shows that the reclaimed water- mains contain only
the normal chlorine residual. Samples for bacteriological analysis shall be
collected by the Town of Holly Springs' Inspector 24 hours after flushing is
completed. The Contractor shall furnish the sample bottles, the testing agency
and such help as may be required to secure these sarnples. The Contractor shall
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also submit the test results to the Town of Holly Springs' Development
Inspector.
c) If test results are unsatisfactory, the Contractor shall immediately rechlorinate
reclaimed water mains and proceed with such measures as are necessary to
properly sterilize those reclaimed water mains.
d) The new reclaimed water system shall be valved off from the existing reclaimed
water system until a satisfactory bacteriological sample has been obtained and
the Town of Holly Springs' Inspector has authorized the use of the new
reclaimed water system.
C. INSPECTIONS
1. Approved plans and permit must be issued and available on -site before any
inspections are performed.
2. Underground Inspections — before work is covered up/back filled:
a) Inspection of main line tap and piping to meter box;
b) Inspection of underground piping from meter box through irrigation
system from meter to end of system to insure compliance with approved plan
and standards;
3. Final Inspection
a) Includes inspection of the location of all heads, type of heads, spacing of heads
and throw pattern of each head and correct pressure;
b) Testing the system to ensure compliance with approved plans and Town of
Holly Springs Ordinance;
4. A map of the approved valve and head layout shall be provided by the Contractor
to the property owner and a copy placed near or with the timer.
5. All zones shall be clearly labeled in the timer cabinet.
6. Responsible entity shall be listed on inner door of timer (for emergency contact
purposes).
7. Verification of required setbacks (reclaimed water).
D. CROSS CONNECTION CONTROL
1. Backflow prevention on potable water services serving any property that is also
served with reclaimed water is required in accordance with the Federal. Safe
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Drinking Water Act. At all locations where reclaimed water service is provided, the
public potable water supply shall be protected by installation of an approved
backflow prevention device.
a. For Residential Properties: prior to receiving reclaimed water service, a dual
check valve shall be installed on each residential customer's potable water
meter in order to protect the potable water system. A Reduced Pressure
Principal (RPZ) type backflow prevention device downstream of the potable
water meter is not required when the only reclaimed water use is landscape
irrigation.
b. For Multi -family complexes and commercial properties: master -metered
potable water service and master -metered reclaimed water service shall be
required to install a Reduced Pressure Principal (RPZ) type backflow
prevention device downstream of the master potable water meter.
11.06 REPAIR OF RECLAIMED WATER SYSTEM
Reclaimed water that leaves the system due to a leak or break in the system must be
reported and handled as if it were a wastewater spill.
A. Reclaimed Water Main Line Repairs
I. Joint leaks of Cast Iron Pipe, Ductile Iron Pipe, and PVC pipe shall be repaired
by use of a bell joint leak repair clamp as manufactured by Rockwell, or other
approved equal.
2. Line Breaks or Punctures shall be repaired by a fitll circle repair clamp as
manufactured by Rockwell, Mueller, or other approved material.
3. Line Splits or Blow Outs shall be repaired by replacing the damaged section
with ductile iron pipe with a cast iron coupling at each end. The following cast
pipe couplings shall be used for each pipe material indicated:
a) Ductile Iron Pipe - Rockwell 431 cast coupling or other approved equal.
b) PVC Pipe — Rockwell 411 cast coupling or other approved equal.
B. Reclaimed Water Service Line Repairs
1. A reclaimed water service line severed between the reclaimed water main and the
reclaimed water meter shall be repaired using new type K copper tubing and bronze or
brass 3-piece flared unions.
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2. A corporation stop pulled out of a reclaimed PVC pipe water main shall have a new
service saddle and a new corporation stop installed on the reclaimed water main.
3. A corporation stop pulled out of a ductile iron pipe shall have a full circle repair
clamp placed over the old tap hole. A new tap shall be trade and a new corporation
stop installed on the reclaimed water plain.
2015 ED&CS
END OF SECTION 11.00
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