NCC241561_Site Plan or Location Map_20240522

©2024 REAL ENGINEERING,INC.EXPRESSLY RESERVES ITS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE PLANS.THESE PLANS ARE NOT TO BE REPRODUCED,CHANGED OR COPIED IN ANY FORM OR MANNER WHATSOEVER,NOR ARE THEY TO BE ASSIGNED TO ANY THIRD PARTY WITHOUT FIRST OBTAINING THE EXPRESSED WRITTEN PERMISSION AND CONSENT OF REAL ENGINEERING,INC.
ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH CURRENT TOWN OF ROLESVILLE STANDARDS AND SPECIFICATIONS o
SYMBOLS AND ABBREVIATIONS SITE DATA N
ABC AGGREGATE BASE COURSE la EXISTING CURB INLETNort
PROJECT NAME: NORTH WAKE EYE CARE Cl)I'ALUM ALUMINUM ID GRATE INLET/YARD INLET - SUBMITTAL TYPE: SITE PLAN N
AST2 ALUMINIZED STEEL-TYPE 2 o EXISTING FLARED END SECTION .��d'L MUST • O
▪ EXISTING FIRE HYDRANT ♦R-'uS�.irr -.1a,
'?pj. Eye Care OWNER: SJM HOLDING COMPANY,LLC Z
B-B BACK TO BACK oaa EXISTING BLOW-OFF ASSEMBLY `4�o FZ 0 303 MI DDLEHAM DRIVE
BOA BLOW-OFF ASSEMBLY ca EXISTING GATE VALVE % A MEMBER OF U��.♦n^ I �rj �n- ROLESVILLE NC 27571-9209 U
C&G CURB AND GUTTER o EXISTING REDUCER 7
teeCFS CUBIC FEET PER SECOND ❑ EXISTING WATER METERDEVELOPER: G&G BUILDERS,INC WCI CURB INLET ® ENISTING SAN SEWER MANHOLEBEFORE YOU DIGI 971 GRANITE FALLS BOULEVARD 1603 S.WENDELL,NC 2ROOK ROAD
® EXISTING CLEAN OUT NC 27591 0
CL CENTER LINE CONTACT ONE-CALL CENTER CC
to EXISTING TPRPOLE 1-800-632-4949 0.TOWN OF ROLESVILLE, WAKE COUNTY, NORTH CAROLINA W
PIN: 1759-71-7504
CMP CORRUGATED METAL PIPE 0 EXISTING TELEPHONE PEDESTAL
CO CLEAN OUT A EXISTING AREA LIGHT ADDRESS: 971 GRANITE FALLS BOULEVARD
COM COMMUNICATION EXISTING SIGN
CONC CONCRETE Il NEW CURB INLET SITE DEVELOPMENT PLAN LEGAL DESCRIPTION: LOT 8,BM 2006 PG 1428
• NEW GRATE INLET/YARD INLET
DCV DOUBLE CHECK VALVE ZONING: GC-CZ(MA04-02) y
NEW FLARED SECTION TOWN OF ROLESVILLE PROJECT NO. SP 22-08
DDCV DOUBLE DETECTOR CHECK VALVE NEW FIRE HYDRANT W 1 HYD
DI DROP INLET a+• NEW BLOW-OFF ASSEMBLY USE: O
0
DIP DUCTILE IRON PIPE - NEW GATE VALVE EXISTING: VACANT
PROPOSED: MEDICAL OFFICE/RETAIL IL
EASE EASEMENT NEW REDUCER 7 03-06-24 PER WAKE CO COMMENTS I.L.o NEW WATER METER \/ ' ' '���O1a" SITE AREA: 1.25 AC(54451 SF)
ELEC ELECTRIC Ci NEW TEE _ 6 01.25-24 PER WAKE CO COMMENTS 0
'?o v 5 11-01-23 PER NCDOT COMMENTS
IX EXISTING NEW PLUG o f. IMPERVIOUS AREA:(ON-SITE) Z
4 10-17-23 PER WAKE CO/NCDoT
FES FLARED END SECTION • NEW MANHOLE ' EXISTING: 0 AC(0 SF)-0%IMPERVIOUS
m� • 3 08-09-23 WAKE CO EC SUBMITTAL
• NEW CLEAN OUT
,� Sanford Creel PROPOSED: 0.59 AC(25580 SF)-47%IMPERVIOUS 0
EH FIRE HYDRANT sa 2 06-02-23 PER TDR COMMENTS
FM FORCE MAIN NEW SIGN Ry Elementary
1 04-03-23 PER ToR COMMENTS I-
o IRON PIPE NO. DATE DESCRIPTION
FT OPENSPACE:
�� BENCHMARK ,,"'t'_� 5%) 0.06 AC(2723 SF)
PROPOSED:(5%-SMALL O/S:PLAZA) 0.06 AC(2731 SF)
FT/SEC FEET PER SEC
GALV GALVANIZED • • • TEMP SILT FENCE :-:-
GV GATE VALVE .., m. TEMP TREE PROTECTION FENCE 0111 ',,0� I`` PRINCIPAL BUILDING SETBACKS:(GC)
HDPE HIGH DENSITY POLYETHYLENE • • TEMP COMBINATION SILT/TREE ,401111111
' FRONT: 20'
PROTECTION FENCE �,�� I SIDE: 15'
(HP) HIGH POINT - • TEMP DIVERSION DITCH as • , REAR: 35'
�` ,/ e _. CORNER: 25'
LENGTH • • DISTURBED LIMITS ,, ai a Fads `
O WIDTH: 1050'
LF LINEAR FEET _,,, ..,_ STREAM '�/ AREA: 20000 SF
LP LIGHT POLE ---, --- o - EXISTING GAS LINE / ,` PRINCIPAL BUILDING:(NON-RESIDENTIAL) 5800 SF
(LP) LOW POINT ---•---• ENISTING COMMUNICATIONS LINE `~ MEDICAL: 4300 SF
MH MANHOLE . --- . EXISTING UNDERGROUND TELEPHONE
,, RETAIL 1500 SF
PAVE PAVEMENT
---• --- • EXISTING UNDERGROUND ELECTRIC
PRINCIPAL BUI LDNG HEIGHT:(SINGLE-STORY) 26'-21/2"
PE FINISHED PAD ELEVATION •--_ EXISTING OVERHEAD ELECTRIC / 14` , '
PP POWER POLE �E Irk
. , PARKING:(VEHICILE).--- . EXIST/NG WATER LINE
PVC POLYVINYL CHLORIDE REQUIRED:(MIN/MAX) 18 SPACES/33 SPACES
m---m- EXISTING SANITARY SEWER FORCE MAIN I MEDICAL:(2 SP/1000 SF/5 SP/1000 SF) 9 SPACES/22 SPACES
RADIUS Ink
„-- EXISTING SANITARY SEWER . , RETAIL:(2.5 SP/1000 SF/7.5 SP/1000 SF) 4 SPACES/11 SPACES
R/w RIGHT-SF-WAY EXISTING STORM DRAINAGE . I PROVIDED: 30 SPACES(INCL.2 HC)-91%OF MAX
1111
RED REDUCER 'NEW STORM DRAINAGE A ' , PARKING:(BICYCLE)
RCP REINFORCED CONCRETE PIPE �//. '-w w- NEW WATER LINE REQUIRED:
RPZ REDUCED PRESSURE ZONE -3 )- NEW SANITARY SEWER / / ;g :#11
. `SS SANITARY SEWER NEW SANITARY SEWER FORCE MAIN / ',.mP ® . , 1SP/5000 SF 2 SPACES(1 RACK)
PROVIDED: 4 SPACES(2 RACKS)
STA STATION . . f m� P•NEW GAS MAIN '.'. ' A
*TREE COVERAGE DATA:
TDD TEMPORARY DIVERSION DITCH • HANDICAPPED ACCESSIBLE ROUTE _-- %o . EXISTING: 1.1 AC(50055 SF-92%)
TELE TELEPHONE .."--' - --, - PROPOSED: "0 AC(607 SF-1%)
15B TEMPORARY SEDIMENT BASIN VICINITY MAP N LIMITS OF DISTURBANCE 1.4 AC(60380 SF)
UG UNDERGROUND
WCR WHEELCHAIR RAMP SCALE:1"=400' I -SITE<2 ACRES,AND THEREFORE TREE PRESERVATION PER WO 6.2.4.5/S NOT REQUIRED
W/L WATER LINE
WM WATER METER
YI YARD INLET
SHEET INDEX
EROSION CONTROL,STORMWATER
C0.0 COVER AND FLOODPLAIN MANAGEMENT
C1.0 EXISTING CONDITIONS&DEMOLITION PLAN APPROVED
C1.1 SITE PLAN
EROSION CONTROL®SEC-108168-2023
STORMWATER MGMflXSWF-10SlS4-2023
C2.1 UTILITY PLAN FLOOD STUDY❑SWF- 4
DATE
C3.1 GRADING AND DRAINAGE PLAN 3
C3.2 SEGMENTAL RETAINING WALL& SCM PLAN aw,ama„ ETATRONNIENTAL CONSULTANT
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C3.3 EROSION CONTROL PLAN(STAGE 1) a
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ENGINEER: C3.4 EROSION CONTROL PLAN(STAGE 2)
OWNER: DEVELOPER: o
C3.5 EROSION CONTROL PLAN(STAGE 3) m
Rolesville
C3.6 NPDES STABILIZATION PLAN a Iy.Capitol COMMDCtION.Est.1B37ia
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REAL SJM HOLDING COMPANY, LLC &� C3.7 NCGO1 GROUND STABILIZATION PLAN Planning ia
ENGINEERING -/010 303 MIDDLEHAM DRIVE BUI LDERS,INC. La
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=�sa s,L.y� ROLESVILLE NC 27571-9209 C3.8 NCGO1 SELF INSPECTION PLAN SP 22-08/Site Development Plan/
SEAL "E 1603 S. HOLLYBROOK ROAD
REAL ENGINEERING, INC. L1.1 LANDSCAPE PLAN 971 Granite Falls Blvd. North Wake Eye Center w
=�' 029993
6109 WILKINSBURG ROAD CONTACT: DR. STEPHEN MERCKLE WENDELL, NC 27591 x
�' SL-1.01 SITE LIGHTING PLAN APPROVED 4
RALEIGH, NORTH CAROLINA 27612 65c PHONE: [phone]
TELEPHONE: [phone] EMAIL: [e-mail] CONTACT: JUSTIN JACKSON C5.1 SITE DETAILS Date: April 12, 2024
CERTIFICATION NUMBERS: NCBELS (C-4406) PHONE: [phone] �� _ UI
C5.2 NCDoT DETAILS G
EMAIL:[e-mail] .��- r-r„... ---�-
CONTACT:DANNY L. HOWELL,JR. PE c5.3 EROSION CONTROL DETAILS .,.w._m ��^�� I
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EMAIL:[e-mail] A-1.01 EAST/WEST ELEVATIONS Town of Rolesville Planning Department oz
A-1.02 NORTH/SOUTH ELEVATIONS ii I^„
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A-2.01 FIRST FLOOR PLAN N
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