NCC243070_Site Plan or Location Map_20241003

SITE PLAN NOTES:
CITY OF RALEIGH PROJECT NUMBER think,design,build
1 �\ , 1. TOPOGRAPHIC, PLANIMETRIC AND BOUNDARY INFORMATION ARE OBTAINED FROM T PROJECT LOCATION:
A SURVEY FOR THIS PROJECT PROVIDED BY M,ERSTAN,PLLC LAND SURVEYORS a
OF 2411 US 64 BUSINESS WEST,PTRSBORO,NC 27312;PHONE:(919) i
545-7001; DATED:07/07/2023. ASR CASE NUMBER:ASR-0068-2023 _ n„���������n,,,,,,
2. THE RECEMNG WATER COURSE IS CRABTREE CREEK AND LIES IN REUSE RIVER THIS PROJECT IS LOCATED IN THE CITY OF RALEIGH, NORTH CAROLINA AT 4210 GOBAL ST, qN CAROB '^"•
3. BASIN.
JECT PARCEL LIES OUTSIDE OF WATER SUPPLY WATERSHED. SPR CASE NUMBER: SPR-0132-2024 RALEIGH, NC 27610. z p''4 QOFESS' Y
4. SUBJECT PARCEL LIES OUTSIDE OF SPECIAL FLOOD HAZARD ZONE PER FIRM - ;Zl f
EAL
PANEL#3720172300K DATED 19 JULY 2022. a 4
5. ALL MATERIALS AND CONSTRUCTION METHODS PER THE LATEST EDITION OF 5 24438
CITY OF RALEIGH SPECIFICATIONS AND DETAILS. S
II� SITE DATA �� m FNG 10 F'e ='
'�� OWNER: GREGORY POOLE EQUIPMENT CO 'wy,R P. Pax°
'♦ k m„min,nn,
STREET: P.O. BOX 469 _
RALEIGH, NC 27502 07/22/2024
DESIGNER: BOBBITT DESIGN-BUILD, INC
ATTN: BLAIR PITTMAN, PE(24438) I
STREET: 2400 WESTON PKWY
CITY: CARY, NC 27513
1� EMAIL ADDRESS: bpittmon®bobbitt.com _
0.�1�� PHONE NUMBER: 919.851.1980 0
SITE ADDRESS: 4210 GOBAL ST UI
JURISDICTION: CITY OF RALEIGH
GLOBAL ST
PIN: 1723-99-5062 � o
%DO TOTAL SITE ACREAGE: 7.78 ACRES EX.(7.75 AC)AFTER DEDICATION)
EXISTING BUILDING AREA t700 SF TO BE REMOVED
SITE yrrs PATRIOT
BUILDING ADDITION AREA +122, SF o
f Sanitation Management DISTURBED AREA: 1 ,100 6 SF(t2.81 AC) r
! y� ZONING: IX-3
March 19,2024 FRONTAGE TYPE: N/A
F
/8) �p Brian Vanllorn M INSIDE CITY NLIMIT: YES OF RALEIGH
Bobbin OVERLAY: SHOD-2 z m d
��.. \ boo Germantown Road PRIMARY STREET: SOUTH NEW HOPE ROAD �ro�
Raleigh,NC 2760E a m,
Ismail:[e-mail] EXISTING USE: OUTDOOR STORAGE/HEAVY EQUIPMENT m E
PROPOSED BUILDING USE: EQUIPMENT RENTAL,REPAIR AND STORAGE LL LL
RE: Will Serve Letter for the Gregory Poole Rental Store WATERSHED: NEUSE RIVER
\\\ at 0210 Global Street in Raleigh,NC BUILDING SETBACKS: PARKING SETBACKS: o
To whom it May concern, FRONT/FRONT 3 FT FRONT/STREET 10 FT 3or,'
VICINITY MAP SIDE 6 FT SIDE 3 FT
Thin letter is to confirm to the City of Raleigh that Patriot Sanitation Management has reviewed the
0 250' 500' 1000' plans 0 Global Street
dumpster North
and we
pad and specs for eGrego,Poolegarbage and Rental store REAR 6 FT REAR 3 FT
il
� I at4210 Global Street In Raleigh,North Carolina and we can safely collect the garbage and recycling for u
i-Ethlssite. IMPERVIOUS AREA:
SCALE 1"=500' EXISTING IMPERVIOUS AREA(TOTAL PARCEL)- +179,100 SF(+4.11 AC) COORDINATOR:
Service will be provided after construction is completed.When you are nearing the construction Blair Pittman
completion date,please call us to set up your account and schedule the service start date. TOTAL IMPERVIOUS AREA REMOVED: +56,741 SF
Uwe can be of further assistance,please contact me at 919-773-6l0e.We look forward to working with NEW BUILDING AREA: +15,100 SF DRAWN BY: 1
you. NEW ASPHALT PAVED AREA' 245241 SF N.NYAUPANE
BLOCK PERIMETER NOTE: PROPOSED IMPERVIOUS AREA: +178,700 SF(+4.10 AC)
Sincerely,
THE PROJECT IS EXEMPT FROM THE BLOCK PERIMETER REQUIREMENT BECAUSE �/ CHANGE IN IMPERVIOUS AREA: -400 SF CHK BY:BPP
THE SITE TO BE DEVELOPED IS BELOW THE MINIMUM APPLICABLE SITE AREA N!
ESTABLISHED IN THE TABLE FOUND IN SEC. 8.32.A.2.B. // �
MINIMUM APPLICABLE SITE AREA FOR IX ZONING=9 ACRES Roreldwilliams REQUIRED PARKING:
TOTAL SITE AREA = 7.75 AC Patriot Sanitation Management EXISTING PARKING 5 SPS(INCLUDING 1 HE ACCESSIBLE)
PROPOSED PARKING 31 SPS(INCLUDING 2 HC ACCESSIBLE)
(FOR VEHICLE SALES/RENTAL OR SERVICE USE NO MIN.OR MAX.PARKING IS REQUIRED)
BIKE PARKING REQUIRED NONE
AMENITY AREA:
CROSS-ACCESS NOTE: REQUIRED(10%OF SITE): 33,730 SF/0.773 AC
PROPOSED 33,800 SF/0.775 AC
CROSS-ACCESS REQUIREMENTS AS DESCRIBED IN UDO SEC. 8.3.5.D ARE NOT 'CALCULATION BASED OFF OF POST RIGHT OF WAY DEDICATION PROPERTY AREA
APPLICABLE TO THIS PROJECT DUE TO THE FOLLOWING CONDITIONS: 1 a 1
1. THE CREATION OF THE CROSS-ACCESS DRIVEWAY IS OBSTRUCTED BY THE ■ ■ ■
FOLLOWING:STEEP SLOPES IN EXCESS OF 25%WITHIN 10 FEET OF THE
PROPERTY LINE (UDO SEC 8.3.5.0b.0. Patriot san,tanonmanagement*PO Box 125 Gamer,NC 27529*019)773,0e INDEX OF SHEETS
SEE EXISTING CONDITIONS, CO.1,AND THE GRADING PLAN CUD FOR STEEP O
SLOPES OF ADJACENT PROPERTY ON WEST SHEET NUMBER DESCRIPTION
FURTHER, 30'WIDE CITY OF RALEIGH GAS LINE EASEMENT IS EXISTING ON WEST
SIDE OF THE PARCEL.
MA ADMINISTRATIVE APPROVAL ACTION
TRAFFIC IMPACT ANALYSIS: NOT REQUIRED J�,, BM BM2007 PG2665 COD
C0.1 EXISTING CONDITIONS
Project Data Sheet ``, STORMWATER INFORMATION
PER THE THE CITY OF RALEIGH STREET DESIGN MANUAL ARTICLE 7.1.3(A) THE I ~ , CO.2 DEMOLITION PLAN
PROPOSED PROJECT DOES NOT MEET THE LAND USE REQUIREMENTS REQUIRING A Planning o P ^rc°°r°,^°.s...�°.e.^,...one Exchange svin la,%sasamn Raleigh Existing impervious surface:P„/1E9.1W acres/square feel
TRAFFIC IMPACT ANALYSIS nnn an°°"°'°'^° - •a"°PI .°oIN°�°�sa NC tutu, g C1.1 STAKING PLAN
Proposes impervious sanaee:a,0v„a,0o acres/square root C1.1 WASTE COLLECTION ACCESS PLAN
Reuse Riser buffer: Yes ill No a I Wetlands: Yes El Nol] C1.2 FIRE TRUCK ACCESS PLAN
GLOBAL STREET IS CONSIDERED A 2-WAY ROAD WITHOUT STREET PARKING. PER This form must be completed and applied to the cover sheet of drawings submitted with a Non-Residential building Flood Hazard Area: Yes❑ No❑� If yes,Alluvial soils:No
permit associated with a site Permit Review,or permits for an apartment office,anamr commercial uses. C2.0 EROSION & SEDIMENT CONTROL PLAN PHASE
THE THE CITY OF RALEIGH STREET DESIGN MANUAL ARTICLE 7.1.3(B)THE Hood sway:FEW,)AREA of MINIMAL FLOOD HAZARD,ZONE XII FEMA Map Panel#:3E20172300x C2.1 EROSION & SEDIMENT CONTROL PLAN PHASE II
PROPOSED PROJECT DOES NOT EXCEED 100 VEH/HOUR PEAK HOUR TRIPS OR GENERAL INFORMATION Total disturbed area:28,r122.3ee aueersqua,e feel C22 NPDES PLAN 7
3000 VEH/DAY Development Name:00e001Y POOLE RENTAL STORE Proposed Pee:EQUIPMENT RENTAL,REPAIR AND STORAGE C2.3 NPDES NOTES L
Properly Address/es(:42,0 GLOBAL STREET RALEIGH NC 2E8,o C2.4 NPDES NOTES
Approved Site Plan or subdivision case 4:AS13.,,eo.2023 C3.0 GRADING PLAN ill
TREE CONSERVATION AREA NOTE: Wake County Property Identification Number(s)(PIN)for each parcel to which these guidelines will apply: C4.0 UTILITY PLAN
PIN#'1723-99-5062 PIN#' PIN 4, PIN 4, C5.0 PLANTING PLAN
TREE CONSERVATION AREA IS RECORDED ON PLAT MAP BM2007 PG2665 rr ❑ Apartment ❑ofe°°`"rT`°"u"w° ❑ Congregate care ❑ Hospital C7.0 DETAILS
(SEE SHEET BM) ❑ Hotel/Motel ❑✓ Industrial building ❑ Mixed residential ❑ Non-residential condo C7.1 DETAILS
THE RECORDED AREA - 20,343 SF(6%) what is the ❑ office ❑Religiousmstiwron ❑ Residential condo ❑ Retail C7.2 DETAILS ill
oieui tyre? s'Ingle-family Telemmmnnicarlon SA1.1 FLOOR PLAN FOR RALEIGH UDO
ar
❑ scneol ❑ snooping Gerber ❑ resmemial ❑ towar SA4.1 ELEVATIONS FOR RALEIGH UDO
Civicuse:Parcommunity center,museum or T O
STORMWATER QUANTITY AND QUALITY NOTE: ❑ mwnnonae ❑ ❑✓ aver
government facility
Scope of work. 15,000 SF EQUIPMENT RENTAL,REPAIR,AND STORAGE BUILDING WITH
THIS PROJECT HAS EXISTING STROMWATER CONTROL DEVICE PREVIOUSLY BEEN ASSOCIATED DRIVEWAY,PARKING,LOADING/UNLOADING AREA,TREE PUBLIC IMPROVEMENT QUANTITY TABLE O 0
APPROVED FOR EXISTING CONDITION. THERE IS NO INCREASE IN IMPERVIOUS AREA CONSERVATION AND AMENITY AREAS.
TO THIS PARCEL FROM THIS DEVELOPMENT, AND THIS PROJECT IS EXEMPT FROM NUMBER OF LOT(S) 1
THE CITY OF RALEIGH STORM WATER MANAGEMENT REQUIREMENTS PER C.O.R. UDO LOT NUMBER ($) BY PHASE 0 CL
FOR APARTMENTS,CONDOS,AND TOWNHOMES ONLY NUMBER OF UNITS O
SECTIONS 9.2.2.A.(3).a Ft 9.2.2.A.(3).b AND SEC 10.3.4.EH 1.Total number of townhouse fors Number attached: BUILDINGS 0
aenea: Number detached. �/'� A
2.Total number of apartment or condominium units: OUTDOOR AMENITY AREA 10% (PROPOSED) /` (I 1_
3.Total number of Congregate Care or Life Care Dwelling units: TREE CONSERVATION AREA 6% (EXISTING) J) N
SOLID WASTE REMOVAL: 4.Overall total number of dwelling units(from 1-3 above). PUBLIC WATER (LF) 0
5.Number of bedroom units. 11912: 2BR. 3812: 41312 or more: PUBLIC SEWER (LF) 0 < U
6.Overall unit(s)per acre densities per zoning diso-mt(s): PUBLIC STREET(LF) - FULL 0 COZ
7
SOLID WASTE COLLECTION TO BE BY PRIVATE CONTRACTOR. DEVELOPMENT TYPE AND SITE DATA TABLE(applicable to all developments) PUBLIC STREET(LF) - PARTIAL O CD
Zoning Information Building Information PUBLIC SIDEWALK (LF) - FULL 0
Zoning disthct(s):ix-3 Proposed use of butlding(s):EQUPMENTParr,.REPAR,.o nomne PUBLIC SIDEWALK (LF) - PARTIAL C • '
If more wen one district,provide acreage of each. Proposed eq.n.nfbunving(e)gmss:15,100 SF 1' FEE IN LIEU ±1420 LF 1 ,v1 !I'S
(13
OverlaydAt,ot(e):SHoo.2 Existing sq.ft.ofbuilding(s)gross:ZOO 6F(E00es DEMO) i (1.RT11t-*11f,1.1J�-f?�I° I��IY2`SN�.LTAI)_ L L ■ �••J
Total site acreage:7..754C(AFTER O.O.W.DEDICATION) Total sq.S.gross(existing and proposed).15.100 SF $YL1MY•`i$i1.1•CYiSYL• g Y +/17RYI Y8Y1 'I w
OH street parking:Required:no max.Provided:31 Proposed height of buildings):RS, J
COA(Certificate of Appropriateness)case#: FAR(floor area ratio)0:455
BOA(Board of Adjustment)case#A- Building lot coverage%:..65 CALL BEFORE YOU DIG! CD
CC
CUD(Conditional Use District)case#Z- Inside City Limits? Yee Z No NORTH CAROLINA LAW REQUIRES THAT
.aavo.am.v .r..w.>:_°+.:a THREE(3)FULL DAYS BEFORE EVERY
PAa[,Ort raleighnc.gov PAUE3 or: raleighnc.gov EXCAVATION,THE PERSON
RESPONSIBLE PLACES
A NOTIFICATION REQUEST TO NC 811 24 X 36
RTH CAROL IN
811 www.nc811.org
1-800-632-4949 13 OCTOBER 2023
North Carolina One-Call Center,Inc. 23-0189
REVISIONS I COVER
GREGORY POOLE RENTAL STORE No. DATE DESCRIPTION
REV.BY
APPROVED FOR QD5/16/24ISSUEDFOR SPR REVIEW MM CO
CONSTRUCTION ' ' 7/22/24 REVISEDPERNN .0
/^\ CITY OF RALEIGH COMMENTS
SITE PERMIT REVIEW THESE PLANS WERE USED FOR PERMITTING AND DO NOT REFLECT /
CHANGE ORDERS OR MODIFICATIONS MADE DURING CONSTRUCTION. n

E LIGHT POLE(TO BE REMOVED)
think,design,build
COORDINATE WITH DUKE ENERGYY TO g
MAINTAIN POWER SUPPLY LOOP GENERAL NOTES: EROSION CONTROL PLAN
CONCRETE SIDEWALK
EX. 5'WIDE I E
E I H/C ACCESSIBLE RAMP ON 1. CONTRACTOR SHALL AT ALL TIMES MAINTAIN ADEQUATE SAFETY MEASURES,ACTIVITIES,AND BARRICADES FOR THE w
Il VI- - EX. FIRE HYDRANTEITHER SIDE OF DRIVEWAY ENTRANCE
-. Y� EX. FIRE PROTECTION OF ALL PERSONS ON OR ABOUT THE LOCATION OF THE SITE.
Y
2. ALL PERMITS,APPROVALS CERTIFICATES REPORTS AND NOTES,CERTIFICATES AND SEED TAGS FROM ALL SEEDING �W
tea RAN 3 OPERATIONS
RSTREET ADJACENT TO THE PROJECT SHALL BE KEPT CLEAN AT ALL TIMES OR A WASH STATION WILL BE a'(N1�R��/
60.00'R/W ' " • GAS G.. .GAS \ \ EX. 12"DIP
rT, A REQUIRED.SS lit
© BM 2004/PG 1753�w w - --. G GAS \ WATER MAIN © - H i SHALL BE PLACED IIN THE INSPECTION NOV INSTALLED ON SITE. is A
}
- w�w� w ` J w ,/!^__ F� 4. ALL DENUDED AREAS TO BE SEEDED PER ATTACHED SEEDING SCHEDULE. -
\ \ w-� OASCgc/- -�� 5. ALL AREAS NOT COVERED WITH PAVING,GRAVEL, BUILDING OR PLANTING BEDS SHALL BE SEEDED AS SHOWN IN - SEAL
�_ Gam_ GASH S GA?;' 5/ THE SEEDBED PREP.AND SEED NG SCHEDULE N TES. B 24438
SASGPT 6. INSPECT ALL S&E MEASURES AT LEAST WEEKLY AND AFTER EACH RAINFALL REPAIR ANY SEDIMENTATION AND
GR 59 05'R/W E w��•
w�w� _ � - I EROSION CONTROL MEASURE THAT HAS FAILED.
m FNG NEF•e ='
_ BM Q4 w 7. IF THE CITY OF RALEIGH S&E DEPARTMENT DETERMINE EXCESSIVE SEDIMENT IS LEAVING THE SITE ADDITIONAL �9 'CC�'�
EX. 5'WIDE ----�.._ r J 4/PG 175M1 -- �_ ,mow 3 SEDIMENTATION AND EROSION CONTROL MEASURES MAY BE REQUIRED, INCLUDING A REVISED SEDIMENTATION AND a R p p\'��,,.""
N mm n
M
EROSION CONTROL PLAN.
CONCRETE SIDEWALK wow k D7I
0 �EMPORPJFX TRUCTION 8. A RE-INSPECTION FEE WILL BE ASSESSED IF A RE-INSPECTION IS NECESSARY DUE TO INCORRECT INSTALLATION. 1107/22/2024
��� - - �7 ENTRANCE 9. UNTIL THE CITY OF RALEIGH HAS ACCEPTED THE COMPLETED CONSTRUCTION,THE CONTRACTOR RETAINS THE 3
m
-® RESPONSIBILITY FOR MAINTAINING THE S&E DEVICES. ADDITIONALLY,THE CONTRACTOR RETAINS RESPONSIBILITY
O....•l I •• _'H - � -�- I FOR ENSURING S&E INSPECTIONS ARE COMPLETED AT LEAST WEEKLY AND AFTER EACH h"RAINFALL FOR THESE o
a
.��TTT"T�� -• - DEVICES.
• / ♦♦♦ ♦1� V .... ��=�� _ �" IS.SITE STABILIZATION IS REQUIRED PRIOR TO FINAL APPROVAL AND ISSUANCE OF CERTIFICATE OF OCCUPANCY.
r _
♦ , I r i BMF MNF 7-,_-_,„--,---__ GRASS UTILIZED AS PERMANENT GROUND COVER MUST BE AT A MOWABLE HEIGHT THAT GENERALLY PROVIDES AT
�/ ♦♦ 1 - ._ EX. GRAVEL(IMPERVIOUS) SURFACE
E I /�•♦♦�' ♦♦♦ ♦♦♦♦ / i '� ,- w ® � TO BE REMOVED LEAST 80%COVERAGE THROUGHOUT THE SITE,WITH NO LARGE BARE PATCHES OR EVIDENCE OF EROSION. O
♦ ♦ r, _. ! \ 11.ESTABLISHMENT OF PERMANENT GROUND COVER IS REQUIRED IN 15 WORKING DAYS OR 90 CALENDAR DAYS,
BMF MNF•iL 219D16 I / ♦♦ -� ♦'�♦♦ DA 0.21 AC \ '4'/' . \\ WHICHEVER IS SHORTER. .
E • ♦ 1♦ \ 12.CUT AND FILL SLOPES TO BE STABILIZED WITHIN 15 DAYS OF ANY PHASE OF GRADING.
PRIVATE DRAIN (E ESM j : I M ♦♦ .�. \ \ / t' \ I 13.SEE SHEET C0.1 EXISTING CONDITION FOR THE LOCATION OF EXISTING LANDSCAPING TREES. o�
SCALED • • ......•••■ � \
DB 15211/PG 1927 • \ • .4♦ • ....
�� _
•I I I I • ♦ . _ APPROX. LOCATION
BM 2010/PG 723 • 0 •
♦� ` yt� OF EX. FIRE HYDRANT z
I I ■ •% /\ �/ I I C I DISTURBED AREA: 2.81 ACRES j e co
�1 I 55
1 / EX. 5'WIDE
I I / :- R'+� ♦♦ ♦♦ \ 1. •I I CONCRETE SIDEWALK
i I ♦♦i0..
I ♦♦♦♦ ........
I III I I • 1. OBTAIN GRADING PERMIT.
■ I • DRAINAGE AREA • ��
• • (DA) =0.54 AC ♦ '• � / I 1 • I £ 2. SCHEDULE PRE-CONSTRUCTION MEETING VIA CALLING STEPHEN LEISCHNER,STORMWATER INSPECTIONS REGIONAL
♦♦ • ' \ I I COORDINATOR AT(919)996-3510.
TEMP.TREE PROTECTION III : ♦♦♦♦ ; � \ I I I I•.I s 3. INSTALL SILT FENCING WITH OUTLETS AS SHOWN,INLET PROTECTION AT EXISTING INLETS PRIOR TO GRADING SITE.
`'1 ( CLEAR AND GRUB ONLY AS NECESSARY TO INSTALL EROSION CONTROL DEVICES. m E
FENCE(NP.) I • II�q= 0.60 A� \ ♦♦ •..•........•. •G: ❑\ I I ' I 4. SCHEDULE ON-SITE INSPECTION BY INSPECTOR THROUGH PERMIT PORTAL AT RALEIGHNC.GOV TO OBTAIN -
• ♦ Nile 44 I • I' 4 CERTIFICATE OF COMPLIANCE.IF APPROVED,BEGIN CLEARING AND GRUBBING. a
5. MAINTAIN DEVICES AS NEEDED.
EX.ASPHALT TO REMAIN III ♦♦4.....
I\ I 1 6. INSTALL THE STORMWATER SYSTEMS AND PROTECT INLETS WITH INLET PROTECTION DEVICES,SEDIMENT DEVICES,AND/OR
II I �(I NGDOi PERM OTHER APPROVED MEASURES AS SHOWN ON PLANS.MAINTAIN SHE MEASURES AS NEEDED. �+
• I \ \ \ I ( / ryv 50 U¶L ESMT ''4I I EX. i6"DIP WATER MAIN 7. REMOVE ALL SURFACING AND SITE FEATURES IDENTIFIED ON DEMO PLAN(SHEETS C0.2).
HIGH PRESSURE GAS LINE FROM 41
■ I ♦♦♦ S] I ','1 I�Ij DB 1459 /PG 175'\.\ 8. BEGIN TO BRING SITE UP TO FINISHED GRADE.
il
AJINIMOTO USA TO C.O.R.LANDFILL o �\ I II ♦ I I I U \ BM Zpp4/PG C a
ACTUAL LOCATION UNKNOWN c • ♦ ` \ SEE GRADINGE PLAN,SHEETT C3N.0,FOR FINAL COORDINATOR:
' ■ I I I Ili ♦♦4.4
\ I I\ I\ 1 \. £ INFRASTRUCTDURE ANDFORMADTIONO FOR NPROPOSED
' y i ..I I 4,.. I I� \ 1 -\\1 AND EXISTING STORM DRAINAGE SYSTEMS. Blair Pittman
w ■ .L (........•.............7.......... 11 \ �
�• I �•• I I �� 4+4** I � 1I \ .,- \\ EROSION CONTROL LEGEND N.Nyaupa e
DRAINAGE SUB-BASIN BOUNDARY( R.) • I I _ I ,A\f CHK BY:BPP
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• I III il
I I I '� p \ \ TEMPORARY CONSTRUCTION ENTRANCE tj�.�•�,�;������t�jt
30'GAS LINE ESMT • 1 *�/4 - DA= 0.38 AC \ \
DB 4503 , T' 1
BM 1989/PGG5�3 ■ I I x TM I / I "+i 1 \\ .` .\..\\ TEMPORARY SILT FENCE 0 0
illi ■To
\ I I LA= 0.64 AC I 1 I r \\ E'I a �^
EX. 6'TALL CHAINLINK FENCE i\ - 0
• I A,n` \\ \ ) ' TEMP.TREE PROTECTION FENCE
(PORTION OF IT TO REMAIN) I �..4.•�'•••� I I 1 \\ TEMP.COMBINATION OF
■ • { \ l TREE PROTECTION& LIMITS OF DISTURBANCE
( > ,� V I� II I� I�� : ��"" ••••1.. II \1V 4 SILT FENCE(TYP, L \ - -
DRAINAGE SUB-BASIN AREA MP.) '_■ I I • / •...••���� •• 1.1 II \ I• SPN.ES �\;1 \ �� \ TEMPORARY SILT FENCE OUTLET MI
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EX.NCDOT DRAINAGE ESMT. SCALED • I I \ .■• • •• 4 / IPNENT \ I 9M' \ "O O /�/
DB 15211/PG 1927; BM 201/PG 723 ' 1 .1 {IIIEI+Y ` *.■��• • 444. / PIN:172S-98-1481 » 1 II \\ \\ .\.,.\ 0-'
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EX. ELECTRIC WIDT ♦ II Ix I \ •• 4 / 91120M 1459/�1751 I \ i _A ■i
TRANSFORMER H ARIEs I I \Ii ;• J. �' I - \ '\\ f c� (n SYMBOL/LEGEND
• • I 5NN' 0 EXISTING PROPOSED O
• I I III, 1 II \ t _i� DA 0.59 AC I \ I\ GOF 01GPj\0 \,: \
• I I J • / I \\ \! 0 5 oEs\oE of \ SAN. SEWER CLEANOUT 0 0 Emmmm
C.O.R. LANDFILL GAS • \ /\ • 1 "s
\ PUMP STATION I i I ❑ \ \ C5Mj E11NEN `cSM� \,.\\ ,/ O 1
W/6'CHAINLINK FNC k : /// / I : ,J \\ \\ \ ONEy„sr,
\ \£ • WATER METER
• / / I x • I TEMPORARY SIL \� BACK FLOW PREVENTER BFPO
• ' / / I /• �"� • II FENCE OUTLET \
if-I()/ 101
I I I I DA= 0.63 AC . ` ` I I \ . /.\\ (TYP.OF 8 ALON \ WATER VALVE DO HTTTiii I ` _ EXISTING FENCE)' .\L Y k I I I I I I L piEca0 PoolE /7 D`= 0.24 AC \ ,y I ,s' �/' •\\\ LIGHTFIRE HPOLE NT '• / \� EN"T"CQ '�' � ! \ \ '\\ \
,,,FINE:1723-r 1-iu
• / / ` ass/Pc 1st \ ♦• =W.•`•.I... I I : " I\ 1X \ `'.\ PROPERTY LINE
�� \ 811 �1753 : .•♦•♦ � =■••. ����... I J l\'\ \ EX. EARTHERN RAMP\ ADJOINING PROPERTY LINE - ill
-
♦0. ` •.. ❑ / ` W/GONG BARRIERS
♦� x \\� i 0 / I •� `\ EXISTING • �, g EX. EASEMENT LINE CC
r1.6� ♦♦•' I / • „iimerSCM I I\ \\\ EX. U/G ELECTRIC LINE E E E
I `" EX. SANITARY SEWER LINE • w
♦• 'A'�
A ss
.•.:'♦ ♦ qn= aso AC / \� I�FI // \ / NEW SANITARY SEWER LINE = J
0 0 Vil \ \ \\ EX. STORM SEWER
E%. GRAVEL \
INSIDE LOD TO \ .• ? 21
BE REGRADED •� ...•.... r / 2 \\\ \ '\" s • NEW STORM DRAIN LINE O
•.� I ...... \x\ G4,` \ \ \\ \ ! •
\,\ EX. WATER LINE -w w w O O
�.. \� • • \ I \\ \\� \ \� -NEW WATER LINE -w w w-
BLOCK AND GRAVEL DROP •1 x
INLET PROTECTION ••• \ DA=0.38 AC k\ 4.4.
_
(TOP.ALL INLETS) \ \ • \ - /
• • �\ \ \ • '\:\\ SITE PLAN NOTES: (I) N-
�!, FkV A i x� bb Ilk
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EX. GRAVEL SURFACE 4�. STgFET 2s,s IT IN FENCEL-' DA=0.32 ACC`x r� - - .\,0 1. AOSURVEY FOR THISPOGRAPHIC, PROJECT RO ECT PROVIDE BY ETRIC AND BOUNDARY INFORMATION
ARE OBTAINED
SURVEYORS Of <J /1
(TYP.) `• rgRp x NOp REMAIN •1 \ \ OF 2411 US 64 BUSINESS WEST,PRTSBORO, NC 27312;PHONE:(919) �•J
THE DATED: R COURSE
O m
(/ "� •• x §. \ 2. THE RECEIVING WATER COURSE IS CRABTREE CREEK AND LIES IN REUSE RIVER O
•
BASIN.
9 FFRYx \ • \ V 6 "• \ 3. SUBJECT PARCEL LIES OUTSIDE OF WATER SUPPLY WATERSHED. J
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7 THESE PLANS WERE USED FOR PERMITTING AND DO NOT REFLECT A CHANGE ORDERS OR MODIFICATIONS MADE DURING CONSTRUCTION. -