NCC222927_Site Plan or Location Map_20220817

THOMAS MILL ROAD
w
SITE o
w <
TRADITIONUj
TRgIL
� z
o'
c�FFti ogKs
PKWY
VICINITY MAP I"=500'
CERTIFICATION
I CERTIFY THAT THESE PLANS WERE PREPARED AND THAT THE PROJECT SHALL BE
CONSTRUCTED IN ACCORDANCE WITH THE FOLLOWING PLANS, THE LATEST EDITION OF
THE ENGINEERING DESIGN AND CONSTRUCTION STANDARDS OF THE TOWN OF HOLLY
SPRINGS AND OTHER APPLICABLE TOWN ORDINANCES AND POLICIES. THE ENGINEER
WHOSE SEAL AND SIGNATURE APPEAR BELOW CERTIFIES THAT THE TOWN OF HOLLY
SPRINGS ENGINEERING DESIGN AND CONSTRUCTION STANDARDS HAVE BEEN THOROUGHLY
REVIEWED FOR THE APPLICABILITY TO THIS PARTICULAR PROJECT. ANY PROPOSED
EXCEPTIONS OR DEVIATIONS FROM THE STANDARDS ARE LISTED SPECIFICALLY ON SHEET
CO.0 OF THESE DRAWINGS. FURTHERMORE, THESE PLANS WERE PREPARED IN
CONFORMANCE WITH THE APPROVED PRELIMINARY PLAN FOR THIS PROJECT.
PROJECT NARRATIVE:
THIS PROJECT IS A 10,400 SF, FLEX USE BUILDING AND ASSOCIATED ACCESS, PARKING, AND
UTILITIES. THE PROJECT IS LOCATED IN THE HOLLY SPRINGS INDUSTRIAL PARK IN HOLLY SPRINGS,
NORTH CAROLINA. THE CURRENT PARCEL IS 3.65 ACRES.
THE MAJORITY OF THE PROPERTY IS WOODED. THERE IS NO 100 YEAR FLOODPLAIN. THERE IS
JURISDICTIONAL INTERMITTENT STREAM AND JURISDICTIONAL WETLAND AS PER A RECENT WETLAND
DELINEATION AND STREAM EVALUATION. SINCE THE PROPERTY LIES IN CAPE FEAR RIVER BASIN, A 30'
RIPARIAN BUFFERS IS APPLICABLE ON EITHER SIDE OF THE EXISTING POTENTIAL JURISDICTIONAL
STREAM. THERE WILL BE NO PROPOSED IMPACT TO THE RIPARIAN BUFFER AS WELL AS WETLAND
BUFFER. THERE IS ONE STORM DRAINAGE EASEMENT AND ONE SANITARY SEWER EASEMENT ON THE
SITE.
PROPOSED AREAS OF EXISTING VEGETATION TO BE SAVED WILL BE DELINEATED WITH TREE PROTECTION
AND SILT FENCES. IT IS PROPOSED THAT RUN-OFF FROM THE DEVELOPED AREA WILL BE ROUTED TO
STROMWATER PIPES AND SAFELY DISCHARGED TO UNCONFINED AREA. THE OUTLET WILL BE PROTECTED
WITH ADEQUATELY SIZED RIP -RAP OUTLET PAD.
THERE ARE NO SPECIAL OR EXPERIMENTAL EROSION CONTROL DEVICES AND THE CONSTRUCTION
SEQUENCE IS HOLLY SPRINGS STANDARD. THIS PARCEL IS GRANDFATHERED FROM MEETING THE TOWN
OF HOLLY SPRINGS STORMWATER REGULATIONS.
NOTES
1. BASE INFORMATION BY TRUE LINE SURVEYING, P.C. 205 WEST MAIN STREET,
CLAYTON, NC 27520. [phone]. OFF -SITE INFORMATION FROM WAKE
COUNTY GIS.
2. THE LOCAL GEODETIC MONUMENTATION GRID TO TIE TO NAD83 IS 'ALFORD'
3. PLAN IS SUBJECT TO REVISIONS DURING CONSTRUCTION DRAWING APPROVAL
PROCESS
4. CONSTRUCTION DRAWING APPROVAL IS REQUIRED BEFORE CONSTRUCTION ON
THIS PROJECT MAY BEGIN. DEVELOPMENT FEES ARE DUE BEFORE CONSTRUCTION
DRAWING APPROVAL.
5. THE DESIGN OF WATER SYSTEMS, SANITARY SEWER SYSTEMS, STORM DRAINAGE
SYSTEMS AND GRADING PLANS SHALL BE SIGNED AND SEALED BY A LICENSED
NORTH CAROLINA PROFESSIONAL ENGINEER, PROFESSIONAL LAND SURVEYOR,
ARCHITECT OR LANDSCAPE ARCHITECT IN ACCORDANCE WITH N.C. GENERAL
STATUTE 89.
6. THE FOLLOWING ARE ADDITIONAL PERMITS OR APPROVALS THAT ARE REQUIRED
FOR THIS PROJECT:
(a).
7. THERE IS NO GREASE TRAP USED FOR THIS PROJECT
8. ALL CONSTRUCTION SHALL CONFORM TO TOWN OF HOLLY SPRINGS ENGINEERING
DESIGN AND CONSTRUCTION STANDARDS.
9. SEWER FLOW GENERATION ESTIMATE/CALCULATION IS BELOW;
500 GPD BASED ON 25 GAL./EMPLOYEE/SHIFT WITH 20
EMPLOYEES/DAY (BUSINESS FACILITIES; 15ANCAC 02T .0114)
150 PREMIER DRIVE FLEX
CONSTRUCT/ON PLANS
PROJECT LOCATION:
THIS PROJECT IS LOCATED IN THE TOWNSHIP OF HOLLY SPRINGS, WAKE COUNTY, NORTH
CAROLINA ON PREMIER DRIVE BETWEEN TRADITIONAL TRAIL AND THOMAS MILL ROAD.
SITE DATA
OWNER/DEVELOPER
FOX PROPERTY HOLDING LLC
ADDRESS
312 MAGNOLIA MEADOW WAY
CITY
HOLLY SPRINGS NC 27540
DESIGNER/APPLICANT
BOBBITT DESIGN -BUILD, INC.
ATTN: BLAIR PITTMAN, PE (24438) (ENGINEER)
STREET
600 GERMANTOWN ROAD
CITY
RALEIGH, NC 27607
PHONE
919.851.1980
EMAIL ADDRESS
[e-mail]
ARCHITECT
BRIAN GRIFFITH
STREET
600 GERMANTOWN ROAD
CITY
RALEIGH, NC 27607
PHONE
919.851.1980
LANDSCAPE ARCHITECT
TALMAGE "MARK" HALL
STREET
100 DOVE CT
CITY
CLAYTON, NC 27520
PHONE
919.810.8408
SITE ADDRESS
150 PREMIER DR
TAX MAP OR PIN NUMBER
0649-13-9025
TOTAL ACREAGE
f3.65AC
JURISDICTION
HOLLY SPRINGS
INSIDE TOWN LIMITS
YES
ZONED
RT (RESEARCH & TECHNOLOGY) (EX. USE -VACANT)
WATERSHED
CAPE FEAR RIVER - HARRIS LAKE
BUILDING SIZE:
f 10,400 SF
MAX. BLDG HT (ALLOWABLE/PROPOSED)
75'/26'
MINIMUM BUILDING YARD AND SETBACK:
FRONT
30'
SIDE
10'
REAR
10'
IMPERVIOUS
TOTAL
BUILDING AREA:
10,400 SF
VEHICLE PVMT AREA:
22,011 SF
NON -VEHICLE PVMT. AREA:
2,320 SF
TOTAL IMPERVIOUS
34,731 SF / 21.8%
DISTURBED/DENUDED AREA
1.27 ACRES
PROPOSED USE
OFFICE
PARKING REQUIREMENTS
OFFICE - f 10,400 SF
37 SPACES
(3.5 SPACE PER 1,000 SF)
TOTAL REQUIRED:
37 SPACES
PROPOSED PARKING:
37 (100% OF REQUIRED)
HANDICAP SPACES REQUIRED/PROVIDED:
2/2
BICYCLE PARKING REQUIRED/PROVIDED
5/5 PARKING SPACES (ONE RACK)
TOWN OF HOLLY SPRINGS PROJECT NUMBER: 22-DP-01 (PLDP202200008)
PUBLIC INFRASTRUCTURE TABLE
WATER LINES ±140 LF (6")
SEWER LINES 0 LF
PUBLIC STREETS 0 SY
STORM DRAIN (PRIVATE) 571 LF
SIDEWALK 0 SY
TOWN OF HOLLY SPRINGS USE ONLY
Construction Drawings
Approval Date:
Approved By: aev a OIV
.� )HOLLY SPRINGS
Development Services
Approval of these plans does not relieve developer/owner from
responsbility of construction in accordance with town board approvals,
ordinances, policies, and/or construction standards and specifications.
Issuance of Plan Approval does not constitute approval to commence
grading and utility installation activities onsite. These activities may take
place only after the required preconstruction meeting has been held
and all permits have been issued.
Water Permit #: N/A
Wastewater Permit #. N/A
Reclaim Permit #: N/A
Environmental Development Permit
Permit No. 12-2022
OLLY
P R I N G S
Engineering
Approval of these plans does not relieve developerlowner from responsibility of construction
in accordance with Town Board approvals, ordinances, policies, and/or construction
standards and specifications. Issuance of Plan Approval does not constitute approval to
commence grading and utility installation activities onsite. These activities may take place
only after the required preconstruction meeting has been held and all permits
have been issued.
8/10/22
Di,ector of Engineering Date
Environmental Development Permit for the following Plan Approvals:
X Land Disturbance Permit - Erosion Control Plan Approval
Stormwater Permit - Stormwater Plan Approval
T Flood Plain Development Permit - Floodplain Development Plan Approval
As noted with the following conditions:
INDEX OF SHEETS
y7IIIxM11111,17111.11111:i
CO.0
C0.1
C1.0
C2.0
C2.1
C2.2
C2.3
C3.0
C4.0
C5.0
C5.1
C5.2
C6.0
C7.0
C7.1
C7.2
C7.3
A1.1
A4.1
DESCRIPTION
COVER SHEET
EXISTING CONDITIONS
STAKING PLAN
SEDIMENT AND EROSION CONTROL PLAN
(PHASE 1)
(RESERVED)
SEDIMENT AND EROSION CONTROL PLAN
(PHASE 11)
(RESERVED)
SEDIMENT AND EROSION CONTROL PLAN
(PHASE 111)
(RESERVED)
NPDES STABILIZATION PLAN (RESERVED)
GRADING PLAN
UTILITY PLAN
LANDSCAPE PLAN
LANDSCAPE TREE SAMPLES
LANDSCAPE DETAILS
LIGHTING PLAN
DETAILS
DETAILS
DETAILS
DETAILS
ARCHITECTURAL FLOOR PLAN
ARCHITECTURAL ELEVATIONS
FLOODPLAIN INFORMATION
THIS SITE IS NOT IN ANY SPECIAL FLOOD HAZARD AREAS OR FUTURE CONDITIONS FLOOD
HAZARD AREAS, AS SHOWN ON FIRM PANEL 3720064900J DATED MAY 2. 2006.
APPROVED FOR
CONSTRUCTION
THESE PLANS WERE USED FOR PERMITTING AND DO NOT REFLECT
CHANGE ORDERS OR MODIFICATIONS MADE DURING CONSTRUCTION.
CALL BEFORE YOU DIG!
NORTH CAROLINA LAW REQUIRES NOTIFICATION OF
THE UNDERGROUND FACILITY OWNER NOT LESS
THAN TWO (2) BUT NO MORE THAN TEN (10)
WORKING DAYS PRIOR TO EXCAVATION OR
DEMOLITION
RTH CARO I N
�811 www.nc811.org
,\ \ 1-800-632-4949
North Carolina One -Call Center, Inc.
REVISIONS
No.
DATE
DESCRIPTION
REV. BY
0
10 FEB '22
REVISED PER TOWN OF
BPP
HOLLY SPRINGS COMMENT
010
MAR.'22
REVISED PER TOWN OF
BPP
HOLLY SPRINGS COMMENT
3
1 APR 22
ADD CURB & GUTTER
TO REAR LOADING AREA
BPP
®
4 MAY'22
ISSUE
BPP
P AN REVIECONSTRUCTION
0
7 JUN' 22
REVISED PER
NN
CONSTRICTION PLAN REVIEW
6
u1
w
C0
w
cr
(D
it
a
U
z
5
m
z
(7
C0
w
0
m
m
0
m
N
N
0
N
O
_
cD
a
0
U
�,�,c\CA296F
//SEAL
24438
06/10/2022
0
z 0 rn
� � o
� 10 U
0,L�
o w
c rn
o
o
COORDINATOR:
Blair Pittman
FDRAWN BY:
Narayan yaupane
CHK BY: BPP
J
� Z
W J
0
0 =
H
� O
LU z
�oU)
wiz
w�
�wU)
C:) 0- _j
_j
LO O
24 X 36
6 JANUARY 2022
21-0276
COVER j
I Como

N/F
M & D PACOS HOLDING CO LLC
PIN: 0649-13-9444
DB 9004 PG 1592
BM 2001 PG 330
AREA: 4 AC.
ZONING: RT
EXISTING RIP -RAP
ENTRANCE/OUTLET
CULVERT (TYP.)
INV IN:369.97
EXISTING 24" RCP
CULVERT
INV OUT:367.93'
20 STORM DRAINAGE EASEMENT
BM 1998 PG 1838
INV OUT:354.25'
-
s
/ \
I 'li
1 /
a \ / j/ I / INV IN:359.40'
I IIIII
� I I
II / EXISTING 36" RCP
I-' / / / I I I CULVERT (FES)
I I
0' SIDE yA AND SETBACrTPER HOLLY SPRINGS111�
7�
\ 15' PARKIN Ofi SETBACK (PER COVE ANTS-) -
-
20' B4Q,1LDING SETBACK�2ER-C-OVENANTS)
EXISTING WOODED AREA /
\ \ �A E EAS\E\N\T
99 XS\B PG 1�38 XIS/TING /WOO/DE�-ARE_A
-FOX \ PROPERTY HOLDINGS LLC PIN: 0649- 13 9025 cn
\ \ DB 18739 PG 315 ✓ i c
BM 2001 PG 330
AREA: 3.65 AC.
ZONING: RT
1ST9 WOOED -AREA
\ \ -3s$ �
\ \ LPHALT PAVEMENT
\ j ;�ND� J I I I \ \ \ 3» S9.5B ON 8" ABC _ \ \ / / / m / Q wf
/ ,TYP. FOR TRAVEL LANE
FIVE H INVESTMENTS LLC 1 I EXISTING RIPARIAN / -�C / o
o I �.\ \ \ / / z PIN: 0649-13-3223 BUF�R
DB 012898 PG 01424 I I j 350`
BM 2015 PG 654 ( I ( I ` \ RESTRICTED / /.�//// W ISTDIIG
AREA: 14.48 AC. I / \ Y / / E I J
ZONING: RT / I I 1 \ \ STREAM BUFF �`o ,/ / / , RC I
����o - i/ / T/W 367.0
x x-7/x_7'/x�� T 67 0 /
/Y zIn :35
zVLLJ
u / / / PROPOSED SEGMENTED
RETAINING WALL WITH
J a- 4' TALL CHAIL-LINK
FENCE (BLACK VINYL)
/ I / � � � \
\END• AT ENCLOSURE
TW366.50 / 36 68.4d -
_ / STANDARD TWN OP BW352.00
' 1 IHOLLY SP INGS /
DUMPST� ENCL SURE $7�
(SEE DETAIL, H 0 /
I� / HDPE�00 LAT AL PI -UP / I
i
/ T �,� TRl1•PGK LIN�WITH
TW364.E/(TYP. ALL ROOF D Al / aas 3 2 / I
/ / BW35 .00 / �60 /� / 00 -
NCDOT G A D- AIL/ 8 .6 6, / » � � _ I
/ IN /
40 ROUND 4 0 8 HDPE C� 1
I i I MIST ?O C
STORM DRAINAGE CALCULATIONS STORM FREQUENCY - 10 YR. C - AS NOTED
in - 0.012 (RCP) FES - FLARED END SECTION
RCP - REINFORCED CONCRETE PIPE C.I. - CURB INLET
A.I. AREA INLET
in - 0.010 (HDPE) MH- MANHOLE
HDPE- HIGH DENSITY POLYETHELENE SMOOTH CORE, DOUBLE WALLED PIPE
STRUCTURE
INCREMENTAL
INLETAREA
DESIGN FLOW - 10YR
STROM SEWER DESIGN
STORM PIPE
INVERTS
GRATE
ELEV.
HEADWATER
COMMENTS
FROM
TO
TYPE
'C'
AREA
AVE.
C,
AREA
I
Q
(CFS)
LENGT
H (ft.)
DIA.
(in.)
SLOP
E (%)
DEPTH OF
FLOW (ft)
VELOCIT
Y (F/S)
CAPACITY
FULL (CFS)
INV. IN
INV.
OUT
(FT)
REQ'D
AVAI
L.
9
-
Al
0.5
0.04
-
-
-
-
-
-
-
-
-
-
-
368
0.58
3.50
9
2
HDPE
-
-
0.5
0.04
7.22
0.153
83
8
3.614
0.10
4.5
3.0
364.00
361.00
-
-
-
8
-
Al
0.95
0.10
365.3
1.07
3.50
8
3
HDPE
-
-
0.95
0.10
7.22
0.682
56
12
2.321
0.24
5.5
7.0
361.30
360.00
-
-
-
7
-
CI
0.71
0.23
-
-
-
-
-
-
-
-
-
-
-
-
367
0.82
3.47
7
6
RCP
-
-
0.71
0.23
7.22
1.169
13
12
1.040
0.37
4.38
3.95
363.03
362.90
-
-
-
6
-
CI
0.67
0.12
-
-
-
-
-
-
-
-
-
-
-
-
367
1.01
3.85
6
5
RCP
-
-
0.70
0.35
7.22
1.750
147
15
0.986
0.46
4.78
7.00
362.65
361.20
1 -
-
-
5
-
CI
0.73
0.28
-
-
-
-
-
-
-
-
-
-
-
-
365
1.34
3.50
5
4
RCP
-
-
0.71
1 0.63
7.22
1 3.225
88
1 15
1.023
1 0.59
5.64
1 7.10
361.00
360.10
-
-
-
4
-
MH
368
1.33
7.60
4
3
RCP
-
-
0.71
0.63
7.22
3.225
89
15
1.011
0.59
5.62
7.06
359.90
359.00
-
-
-
3
-
Al
0.95
0.05
366.8
4.39
1 7.50
3
2
RCP
-
-
0.80
1.02
7.22
5.932
29
15
6.207
0.50
12.88
17.48
358.80
357.00
1 -
-
-
2
-
MH
-
-
-
-
-
-
-
-
-
-
-
-
-
366.5
3.32
9.50
2
1
RCP
-
0.79
1.06
7.22
6.084
66
15
3.788
0.58
10.81
13.66
356.50
354.00
-
-
-
ROOF DRAIN (SEE PLAN FOR SIZES, LOCATIONS AND SLOPE)
*TOP OF CURB ELEVATION IS 0.5' ABOVE GRATE ON CURB INLETS
6" HDPE ROOF DRAIN - APPROX 60 LF
8" HDPE ROOF DRAIN - APPROX 110 LF
12" HDPE ROOF DRAIN - APPROX 40 LF
/// o \ \ INV IN:362.64'
EXISTING 15" RCP CULVERT
INV OUT:361 .33'
r JI
TV
CATV
HANDHOLE/
MARKER
JI
J �
V
1�
I�
I
� I III
II I
Illq
II I
� III II
I I
I I
24.5' JP�:
0 / / 6 Q
R0A[WD
W354.00
e 1
/ C 2" HDPE TIE IN LiJ U
2 8X12X8" WYE I I > _J
m
0 /
/ xI / 3 PROPOSED BUILDING
W 0 E �o 66.8 / f 1 0,400SF 2%
A / / SEE ARCHITE UAL PLANS 1 ��
/
// FOR DETAILS � J_ W
All, HDPE % MIN 2 S,1"
/ I I
/ ( R // IRNG LO STA K (P
°ENN N
SE�3 hE HOLg TTP�R) ING 2 368 �
\
/
EXISTING CLEAN
OUT (TYP.)-
/ 'X� I CLASS '1' NEW ASPHALT PAVEMENT VC
\
X 1� 1
CONCRETE PAD FOR GROUND /i RIOUTLET 3" S9.56 ON 8" ABCl
1 PROTECTION PAD TYP. FOR TRAVEL LANE MOUNTED HVAC (TYP.)NF
\
SKIE PROPERTIES LLC
PIN: 0649-13-3223 -
DB 012898 PG 01424 5' CONCRETE SIDEWALK 1
BM 2015 PG 654 -
AREA: 14.48 AC. / 24"X24" NYLOPLAST n T
ZONING: PUD LANDSCAPE INLET WITH 1 -J
PLASTIC GRATE \ `
\ P_
N/F
HPC PROPERTIES LLC
PIN: 0649-12-8792
DB 12425 PG 340
BM 2014 PG 899
AREA: 1.91 AC
ZONING: RT
I
EXISTING TELCO \ I
PEDESTAL (TYP.) \
EXISTING LIGHT
POLE (TYP.) \
e z 1: \\
S TRADITIONAL TRAIL
II < 60' �R/W (PUBLIC)
I � /
w <
_z Q
J
�,
J
• o
I
NEW ASPHALT PAVEMENT 2"
S9.513 ON 6" ABC (TYP. FOR
PARKING AREA/SHADED AREA)
- 24" CONCRETE CURB &
GUTTER (TYP. ON SITE)
TURN DOWN
CONCRETE SIDEWALK
EXISTING WATER
VALVE (TYP.)
EXISTING FIRE HYDRANT
EXISTING RECLAIMED
WATER VALVE (TYP.)
- INV IN:363.49'
EXISTING 36" RCP
CULVERT
N/F
CWT INVESTMENTS LLC
PIN: 0649-23-2072
DB 017400 PG 727
BM 2007 PG 1136
AREA: 1.64 AC.
ZONING: RT
LINE TYPE LEGEND
PROPERTY LINE - LINE SURVEYED
-RIGHT-OF-WAY
- - ADJOINING LINE - LINE NOT SURVEYED
EASEMENT
- STREAM BUFFER
SYMBOL LEGEND
EXISTING
PROPOSED
WATER METER
❑
0
SANITARY SEWER MANHOLE
u
CLEAN OUT
O
O
POWER POLE
LIGHT POLE
FIRE HYDRANT
WATER VALVE
6
W\/"
RECLAIMED WATER VALVE
RD4
BLOWOFF ASSEMBLY
0-0
BON
TEMPORARY BENCHMARK
EXISTING UNDERGROUND
Uc
Uc UG
ELECTRIC
EX. TELEPHONE LINE
P
P P
EX. SANITARY SEWER
EX. WATER LINE
W
SILT FENCE
TREE PROTECTION FENCE
GENERAL NOTES: GRADING PLAN
1. BASE INFORMATION BY TRUE LINE SURVEYING, P.C. 205 WEST MAIN STREET, CLAYTON, NC
27520. [phone]. OFF -SITE INFORMATION FROM WAKE COUNTY GIS.
2. CONTRACTOR SHALL SECURE ALL NECESSARY PERMITS FOR CONSTRUCTION SHOWN ON THESE
PLANS.
3. CONTRACTOR SHALL AT ALL TIMES MAINTAIN ADEQUATE SAFETY MEASURES, ACTIVITIES, AND
BARRICADES FOR THE PROTECTION OF ALL PERSONS ON OR ABOUT THE LOCATION OF THE
SITE.
4. CONTRACTOR SHALL VERIFY EXISTING CONDITIONS PRIOR TO BEGINNING CONSTRUCTION. NOTIFY
ENGINEER OF ANY DISCREPANCIES.
5. GRADING MORE THAN ONE ACRE WITHOUT AN APPROVED EROSION CONTROL PLAN IS A
VIOLATION AND IS SUBJECT TO A FINE.
6. TREE PROTECTION FENCING MUST BE IN PLACE PRIOR TO ANY LAND DISTURBANCE AND SHALL
INCLUDE WARNING SIGNS POSTED IN BOTH ENGLISH AND SPANISH, AS FOLLOWS: "NO
TRESPASSING/TREE PROTECTION AREA/PROHIBIDO ENTRAR/ZONA PROTECTORA PARA LOS
ARBOLES."
7. GRADING BEYOND THE DENUDED LIMITS INDICATED ON CONSTRUCTION DOCUMENTS IS A
VIOLATION AND IS SUBJECT TO A FINE.
8. ALL EXISTING UTILITIES AND STORM STRUCTURES ARE SHOWN PER SURVEY DATA AND ARE
APPROXIMATE. CONTRACTOR IS FULLY RESPONSIBLE TO FIELD VERIFY ACTUAL LOCATION AND
DEPTH OF EXISTING UTILITIES PRIOR TO THE START OF CONSTRUCTION AND SHALL CALL
UTILITY LOCATOR TO VERIFY LOCATION OF ALL EXISTING UTILITIES.
9. ALL SIDEWALKS, STOOPS, TERRACES AND OTHER PAVED AREAS SHALL SLOPE AWAY FROM
BUILDINGS) AT 2%(MIN).
10. THE CONTRACTOR SHALL MAINTAIN EACH DITCH IN AN UNOBSTRUCTED CONDITION AND SHALL
REMOVE FROM THESE AREAS ALL DEBRIS, LOGS, TIMBER, TRASH, JUNK AND OTHER
ACCUMULATIONS.
11. TOPSOIL STRIPPED FROM THE SITE IS TO BE STOCKPILED AND USED FOR BACKFILLING ALL
LANDSCAPE ISLANDS, BEDS AND LAWN AREAS. TOPSOIL IS TO BE SPREAD TO A DEPTH OF AT
LEAST 6" AS SOIL IS AVAILABLE.
12. ALL AREAS NOT COVERED WITH PAVING, GRAVEL, BUILDING OR PLANTING BEDS SHALL BE
SEEDED AS SHOWN IN THE SEEDBED PREP. AND SEEDING SCHEDULE NOTES. (SEE THE
LANDSCAPE PLAN FOR SPECIFIC LAWN AREAS)
13. THIS PROJECT IS REQUIRED TO MEET TOWN OF HOLLY SPRINGS' NPDES PHASE II POST
CONSTRUCTION STORMWATER ORDINANCE.
14. ALL CONSTRUCTION TO BE PERFORMED TO THE TOWN OF HOLLY SPRINGS ENGINEERING
DESIGN AND CONSTRUCTION STANDARDS.
APPROVED FOR
INV 94 CONSTRUCTION
w EXISTING 8" PVC
/ RECLAIMED WATER
LINE
I
I /
THESE PLANS WERE USED FOR PERMITTING AND DO NOT REFLECT
CHANGE ORDERS OR MODIFICATIONS MADE DURING CONSTRUCTION.
0 15 30 60 90
CALL BEFORE YOU DIG!
NORTH CAROLINA LAW REQUIRES NOTIFICATION OF
THE UNDERGROUND FACILITY OWNER NOT LESS
THAN TWO (2) BUT NO MORE THAN TEN (10)
WORKING DAYS PRIOR TO EXCAVATION OR
DEMOLITION
RTH CARO IN
811 www.nc811.org
1-800-632-4949
North Carolina One -Call Center, Inc.
REVISIONS
No.
DATE
DESCRIPTION
REV. BY
A
7 JUNE 22
REVISED PER
CONSTRUCTION PLAN REVIE
NN
010
MAR.'22
REVISED PER TOWN OF
HOLLY SPRINGS COMMENT
BPP
A5
APR'22
ADD & GUTTER
TO REARBLOADING AREA
BPP
®
25 APR.'22
FENCEDNGARD RAIL AND
BPP
0
4 MAY'22
REV. SD TABLE
BPP
0
w
w
co
w
cr
co
x
(7
J
a
U
z
0
5
m
z
0
W
w
0
H
m
m
m
N
N
0
N
O
x
c7
a
0
U
SRO
Q SEAL
24438
mummo
06/10/2022
leftU
0
CD
IIN =
0
co-0
.� Q)
Lm
m 'in
I! ftm, -ft
z04M
_cm�Mo
U
-0
0 ILL
o co
m ,
o
o
10-
COORDINATOR:
Blair Pittman
ENaDRAWN BY:
rayan yaupane
CHK BY: BPP
J
� Z
W J
0
0 =
H
� O
Lu z
wiz
w0�
�wU)
C:)aJ
L0
O
r'i2
24 X 36
ill =30'
6 JANUARY 2022
21-0276
GRADING I
PLAN.
C3.0