NCC241337_Site Plan or Location Map_20240503

SHEET INDEX 1.
N
VICINITY MAP Sheet Number Sheet Title Np.
NOT TO SCALE C-1.0 COVER SHEET F. !
/ CONSTRUCTION DRAWINGS
L
�E° � C-1.1 GENERAL NOTES e �
s
a FOR �
S®E4 <�' C-1.2 GENERAL NOTES p
�e #ezN
DOLLARTREE- C 2.0 EXISTING CONDITIONS
.WINSTON-SALEM TOWARDS alwoENo ® C-2.1 EROSION CONTROL PLAN a
"" NCGO1 GENERAL PERMIT �>
°=EUHe KERNERSVILLE, NC C-2.2 NOT FOR
�4 REQUIREMENTS
NCGO1 GENERAL PERMIT ",c
'' m C-2.3 REQUIREMENTS �oS-,N o./ `�
�� (GLENN CENTER DR.) ;_�
��®�-®� C-3.0 SITE PLAN - -
5 0:.) -.---:i
"' 1591 GLENN CENTER DRIVE C-4.0 UTILITY PLAN qMR;. i
A� N KERNERSVILLE, NC 27284 GRADING&STORM DRAINAGE
a��." C-5.0 PLAN CONSTRUCTIONI
""^M,6,� "'"'�"° C-6.0 LANDSCAPE PLAN
C-6.1 LANDSCAPE NOTES
C-6.2 LANDSCAPE DET ILS 0
1 0
C-7.0 EROSION CONTROL DETAILS 112 CC
PUBLIC SERVICE CONTACTS: W w
C-7.2C-7.1 SITE DETAILS I- Su_
WATER: FORSYTH COUNTY UTILITIES TELECOMM: 000)2882020 SITE DETAILS U
WINSTON-SALEM,
-SA8 C-7.3 SANITARY SEWER DETAILS a
WIN7TON-0ALEM,NC 27102-2756 GAS: PIEDMONT0CHARL IS O_
336-727-8000 WI CHARLOIS WINSTON-SALEM,
Z LU
WINSTON-SALEM,NC27103 - .4 ♦• ER I TdILS Z co
SEWER: WINSTON-SALEM/ 800-752-7504
FORSYTH COUNTY UTILITIES /2 2 1.1.1 w
P.O.BOX2756 GARBAGE: WINSTON-SALEM SANITATION C-7.5 STORM DETAILS w J o
WINSTON-SALEM,NC 27102-2756 650 RAMS DRIVE ) Z
336-727-8000 WINSTON-SALEM,NC 27101 \\\` V
336-727-2638 I-
FIRE: WINSTON SALEM FIRE DEPARTMENT- L=L Cr]ENGINEl, 0
ENGINE COMPANY 19 PLANNING: CITY OF WINSTON-SALEM V
1105 OLD SALEM ROAD PO BOX 2511 CI
KERNERSVILLE,NC 27284 WINSTON-SALEM,NC 27102 • L" J
336-996-4681 336-747-9428 �I
ELECTRIC: DUKE ENERGY PROJECT DATA O LLJ DD
-I I-
PO BOX 1094
CHARLOTTE,NC 28201-1094 NAME:DOLLAR TREE O -IZ> Z
800-777-9898 ADDRESS:1591GLENN CENTER DRIVE
PARCEL ID:687874-16-0169.000 Cl) I-
JURISDICTION:WINSTON SALEM C
COUNTY:FORSYTH Ct II
WARD:EASRTH CAROLINA �` ,'
LLI
DEED BOOWPG:RE 2770/1479-1480 \` lY N
ENGINEER'S NAME:WILLIAM WIRT-SUMMIT DESIGN AND ENGINEERING SERVICES IJJ
ADDRESS:320 EXECUTIVE CT,HILLSBOROUGH,NC 27278
PHONE II:919-732-3883
PARCEL EMAIL ADDRESS:[e-mail]
PIN: 6874-16-0169.000 APPLICANT'S NAME:JUSTIN JORDAN:ELCAN
ADDRESS:2862 DAUPHIN STREET,REET.MOBILE,AL36606
PHONE R:261-6053551
ZONING : HB-S EMAIL ADDRESS:[e-mail]
1.20 ACRES (DEEDED) UG BURR
ADDRESS:2862DAUPHINSTREET,MOBILE,AL3660fi
O T" PHONE H:714-929-9331
.- - H Mt - -'Wm n '4' `5 _ EMAIL ADDRESS:[e-mail]
•,lorJ • • ,Rt {/���"� PROPERTY OWNER'S NAME:WEST POINT VILLAGE ASSOCIATES
k ■i ! ��,,. ADDRESS:424-D WEST MOUNTAIN STREET,KERNERSVILLE,NC 27284
11N+���� r q I\ F
0 t4] j R- J "�' J. +� F / + RIVER BASIN FIDDLERS
DKIN-PEE DEE RIVER BASIN a L
1y 3 WATERSHED FIDDLERS CREEK k'2 0
aq`r 1A ,s - '- 1 A / N SUB WATERSHED FIDDLERS CREEK 124 2 y 0
7 \ '+}' I,q„ 'PROJECT NOT LOCATED IN A WATER SUPPLY WATERSHED. i Q Z
Y. y O
f:• SITE DESCRIPTION:DOLLAR TREE RETAIL STORE _ jy
a
5' PURPOSE STATEMENT:THE PURPOSE OF THIS PROJECT IS TO DEVELOP A DOLLAR
Q , _ '/ $ . TREE STORE THAT WILL SERVE THE LOCAL COMMUNITY BY PROVIDING THE SELL OF
LJ - RETAIL MERCHANDISE AND BRINGING SEVERAL JOBS TO THE LOCAL COMMUNITY."
O
_ I-40 - _: , S" w
CURRENT USE:VACANT
ET
c4 , �•,•... PROPOSED USE RETAIL STORE W
t4' ZONING:HB-S
rF * +
o
L ,v ` • AREA D:TRACT: U
_-` DEEDED:1.20 ACRES(52,2745F) 5 5
9 §_ Q -f CALCULATED:1.07 ACRES o 0
'#�-•;a ', <-- CO REQUIRED SETBACKS:NONE
4 FEMA DESIGNATED 100 YEAR STORM:
3
_ � o
V ZONE X PER FIRM PANEL 3710687400 PROJECT NUMBER: 23-0217.004
_ GROSS AREA OF BUILDING: DRAWN BY: FEW
9,977 SF
.
• Z . 0.23 ACRES CHECKED BY: MWP
g A / "b%I ,'YL �G - --- ISSUE DATE: 02-09-2024
g ' ill
_ T'.4 O _ I BUILDING HEIGHT&NUMBER OF STORIES:
e', d _ ' ' Z a, _ '.- - 1 STORY DESCRIPTION
5. F,. 1 -' 29 0"FT-HEIGHT TO TOP OF ARCH
°Acy �-! 0 _a {1, .- 202 FT=HEIGHT TO TOP OF REMAINING PORTION CONSTRUCTION DRAWINGS
C v vj, „� ■ MAXIMUM HEIGHT REQUIREMENT FOR BUILDINGS LOCATED WITHIN THE SHOPPED
6 '�1, JAW -; Y AT GLENN CROSSING SHALL NOT EXCEED A BUILDING HEIGHT OF 27'-S OR WITH
it • !' ARCHITECTURAL FEATURES NOT MORE THAN 34'A"
0 -y :.4i I it ,, " .�, , S / '�,..v i PARKING SPACE REQUIREMENTS:
` GLENN HI '• 1 SPACE PER 300 SF=33 REQUIRED SPACES
` i RD- ^l ;♦ _A PROVIDED PARKING SPACES=34 TOTAL SPACES INCLUDING
�, R - 2 HANDICAP PARKING SPACES
t
70%MAXIMUM IMPERVIOUS AREA PER THE STORMWATER MANAGEMENT MASTER
Y.- r u^ PLAN FOR'SHOPPES AT GLENN CROSSING'APPROVED ON 06/23/2006
2T A •
•, _ • -( y"r♦ - 36.303 SF/fig%IMPERVIOUS AREA PROPOSED
9L" r4 15,722 SF(0.37 AC)OPEN SPACE/30%OF TOTAL LAND AREA(52,274SF,1.20 AC.)
` PARCEL 9,984 SF(0.23 AC.)BUILDING COVERAGE/19%OF TOTAL LAND AREA(52,274 SF,1.20
2
Y
7y' ' ,.= PD B RE N:bs]2]]41O PG 146-open)]&100 680
23,125 SF(0.53 AC)ASPHALT COVERAGE/44%OF TOTAL LAND AREA SHEET TITLE:1) ram'; .,,
irr• {�- ZONING:HB-S TOTAL DISTURBED AREA=ONSITE:47,916 SF/1.10 AC;OFFSITE:$,990 SF/0.2 AC
F �I 841t ' )X j 1.20 ACRES(DEEDED)
ni 81 811
® 11' 1 '1� 1 COMMERCIAL CONSTRUCTION
! 9,984 SF PER FLOOR
2 `or CONTRACTOR SHALL NOTIFY NC811"(811)OR(1 800 632 4949)AT " 1i COVER SHEET
LEAST 3 FULL BUSINESS DAYS PRIOR TO BEGINNING CONSTRUCTION
v -' - NO AUTOMATIC FIRE SPRINKLER SYSTEM PLANNED
OR EXCAVATION TO HAVE EXISTING UTILITIES LOCATED. SHEET NUMBER:
CONTRACTOR SHALL CONTACT ANY LOCAL UTILITIES THAT PROVIDE SITE LOCATION MAPPLAN UPDATE N below. THEIR OWN LOCATOR SERVICES INDEPENDENT OF"NC811".REPORT COMMERCIAL USE FFOR THIS SITE.TH 5 THE SOUTHEAST FORSYTH COUNTY 5 TE S ALSO PART(OFITHE UNION MENDS C- .O
Know what's ore youANY DISCREPANCIES TO THE ENGINEER IMMEDIATELY. NOT TO SCALE CROSS ROAD/ ACTIVITY CENTER.
Cal I before you dig.
Z

X210.959.� �yrvc:ss9.r / 9.9 I �vo• F • S I0
V
/ 96 ' S W
' / Q 1. OBTAIN APPROVED SET OF CONSTRUCTION DRAWINGS.AN EROSION AND SEDIMENT CONTROL(E&SC)PERMIT AND A CERTIFICATE OF COVERAGE(CDC)
I I / -�g9605 ( ,/ MUST BE OBTAINED BEFORE ANY LAND DISTURBING ACTIVITIES OCCUR.KEEP A COPY ONSITE THROUGHOUT CONSTRUCTION.CONTACT MATTHEW vJ
REMOVE B /WX II ggg.2.��G FOR E AT 338-747-7453 A MINIMUM OF(3)BUSINESS DAYS PRIOR TO INITIATING LAND DISTURBING ACTIVITIES.CONTRACTOR SHALL BE RESPONSIBLE Z
SAWCUTREMOVE BGY:s•�3' / FOR NPDES REPORTING THROUGHOUT CONSTRUCTION.SEE SELF-INSPECTION PROGRAM NOTES THIS SHEET. IR
ASPHALT&CURB ]M ELEAIN VATION:
/ W 7A$
959.8'
RIM ELEVATION:W 05' /
TO MAKE SERVICE 18'RCP INVERT NW:854.0' GJ r"S 2. INSTALL TEMPORARY LOCALTHE PROPERTY AT THIS LOCATION.
I i SET5/8"REBARW/CAP _ SHOWN A'RCPINVERTNE853A �G g9 W
"GOODWIN00.„
NC L-5463 Gp '1, 00050 co.P 2>0''• 3. CLEAR&GRADE ONLY AS NECESSARY TO INSTALL THE EROSION CONTROL DEVICES AS SHOWN ON THIS PLAN.INSTALL SILT FENCING AND ALL SILT Qr
X NG:96f 3' .'61.2' ' X `I' .§ x 0'.G, ':.n6 �>" FENCE OUTLETS AS SHOWN,AND PROVIDE SUPPLEMENTAL OUTLETS AS NEEDED IN LOCATIONS WHERE FIELD CONDITIONS INDICATE AREAS WHERE SITE Q S
TEMPORARY BENCHMARK#2 / `' L'd 3 l RUNOFF WILL POND.AFTER SILT FENCE INSTALLATION,CONTACT MATTHEW OSBORNE AT 336-747-7453 TO SCHEDULE A SILT FENCE INSPECTION.THIS p C
ELEVATION-962.55' PS\ .co9� �'L9 \�" L INSPECTION MUST BE COMPLETED AND PASSED PRIOR TO PERFORMING ANY ADDITIONAL WORK. co Cr 4
4
EG:9604' CJ/
NORTHING:846317.55 �a yO _ `<s, 4. TEMPORARILY SEED,MULCH,ANCHOR AND STABILIZE ALL EROSION CONTROL DEVICES IMMEDIATELY AFTER CONSTRUCTION.SEE SEEDING NOTES ON 0 RR °co
D
FASTING:1671082.09 �� / ACV 000' SHEET CL1. # z
Cy 0 �m. m ... �\G`_/ / 5. ONCE THIS DEMOLITION&EROSION CONTROL CONSTRUCTION HAS BEEN COMPLETED,CONTACT MATTHEW OSBORNE AT 919-932-0227 FOR ONSITE y
_ ' «.33b4. Q / "-°''/ INSPECTION AND APPROVAL ` a I \aa. o
I / <��.p..•0 �-� a 9 a JG� / o0 8. BEGIN CUT/FILL ACTIVITIES TO OBTAIN FINISHED GRADES AS SHOWN ON THE PLANS. �HI jj
"U`1""- XTC:6,.6'
X NG:962.1' X NG.9 NA:962.3'X j_.� X2.a/ • '�i _Ado__4.i. /1 X TC:9610' 50 eN ,>
sz e' /. fit �q� AAed""
/' �IM� .s+" ]. INSTALL INLET PROTECTION ONCE STORM SEWER HAS BEEN INSTALLED ONSITE.SEE GRADING AND STORM DRAINAGE PLAN SHEET C-5.0.
6 C �- x:613'-a66227 C. �/ �� //
..-/-----
...., \ b I1 / 8. RELOCATE/RE ESTABLISH TEMPORARY DIVERSIONS AT THE END OF EACH WORK-DAY TO NEW CONSTRUCTED TOP OF SLOPE SUCH THAT DRAINAGE NOT FOR
p-- --.4.
I WEST POIl�IT VILLAGE ASSOCIATES \� �N /' BOC 961. O AREA TO BASIN IS MAXIMIZED AND UPLAND AREAS CAPTURED BY SILT FENCE ARE MINIMIZED.
1,�` \\1111 I,I1I InII/�
APN:6874-06-9460.00 J� �`v / �M R:96z.o' �Q �'961,�5 g, BEGIN DEMOLITION OF THE SITE ITEMS INDICATED PER THE NOTES ON THIS SHEET. ���a.`N CA PP' zjzi>
I LAND USE:�ACANT-COMMERCIAL (OO�`i\��\�t v / 'Gc�g62s 1M/ /��x ,---� p /, 10. BEGIN CUTIFILL ACTIVITIES TO OBTAIN FINISHED GRADES AS SHOWN ON THE PLANS. \�;
c L9
�G '( xrvc. rn
11. CONTINUE MAINTENANCE AND INSPECTION OF EROSION CONTROL DEVICES FOLLOWING RUNOFF PRODUCED BY STORM EVENTS.NO DISTURBED AREAS
\ Q J\G J 4V 663.3' � ♦, X NG:961.8' sy,siB O _ • @A,�� _
G�\ P 1 TA9626' XTA:962.2' *- 4)-F' FOUND XTC:a61.]' / XTC:9634 ARE TO BE LEFTWITHOUTISHEDITIVECOVER(MTIONCHSTRAW/TACK)AFfERONTRO DETAILCONSTRUCTIONORD ELOPMNORDEIVITIESPER Y�+
G' 'Y1� .- '', / THE TIME FRAMES ESTABLISHED IN THE STABILIZATION CHART ON THE EROSION CONTROL DETAIL SHEET.DURING CONSTRUCTION OR DEVELOPMENT / 4 '
I I �,P QJ<y ti X LR:962]�90ry O / IRON PIPE ti�ry CIO ACTIVITIES,ANY DISTURBED AREAS SHALL BE PROTECTED AND STABILIZED ACCORDING TO THE STABILIZATION TIMEFRAME CHART ON THE DETAIL t '/�
\ V
1,4
(<\5[ Qy. \ \ m DA 3=11,966 SF / SHEET.DISTURBED AREAS FOR ANY PORTION OF THE SITE SHALL BE STABILIZED WITHIN]DAYS UPON COMPLETION OF CONSTRUCTION OR ���''III �/,G•!I'� ��
G�v5nG(5��� / y �e� DEVELOPMENT ACTIVITIES IN THAT AREA. � ]<</qMR \\
r- V �I 0ryvy (� �.°i //llllll111\\\
G I 50 / Q m4 12. NO SEDIMENT CONTROL MEASURES ARE TO BE REMOVED WITHOUT APPROVAL OF THE EROSION CONTROL OFFICER.
P / CONSTRUCTION
/ \ FL 13. STORM SYSTEMS USED TO CONVEY STORMWATER DURING CONSTRUCTION SHALL BE CLEANED OUT PRIOR TO OWNER ACCEPTANCE AND
\ 3 •,Oy i CERTIFICATION BY THE PROJECT ENGINEER.
NG:965 T X aOC:9NT- X TA:a63.3' X NA 062.3'
OQ j/NG:B63r8' sfi2] XNG:9824' NG96 3'X O>
h i a%9:44` / CONCRETE ,,c xiCa6z.b0 14. UPON APPROVAL,REMOVE ALL TEMPORARY EROSION CONTROL MEASURES INCLUDING SILT FENCE AND INLET PROTECTION,FINE GRADE,
WASHOUT- V. ;yl, s NG:aPERMANENTLY SEED AND STABILIZE AREAS DISTURBED FROM REMOVAL OF DEVICES AS NEEDED.INSTALL BLANKET MATTING ON ALL SLOPES 3:1 OF
I I / / �95,j7' L. S� / SEE DETAIL \ m / GREATER PER THE EROSION CONTROL DETAILS. N
LJ_
15. WHEN SITE IS FULLY STABILIZED,AND PERMANENT VEGETATION ID ESTABLISHED,CONTACT MATTHEW OSBORNE AT 338-747-7453 FOR ONSITE
miig So0
\ DRAINAGE AREA 3= LD/SF/TP DENOTES LIMITS OF <:va?e INSPECTION AND FINAL APPROVAL.ADDITIONALLY,THE TEE SHALL CONTACT DEMLR TO CLOSE OUT THE E&SC PLAN.AFTER DEMLR INFORMS I I�IJ II
I I / O G > x rvc DISTURBANCE.SILT FENCE AND ?a' THE PERMITTEE OF THE PROJECT CLOSE OUT,VIA INSPECTION REPORT,THE ERMITTEE SHALL VISIT DEQ.NC.GOV/NCGO1 TO SUBMIT AN ELECTRONIC I��I LL D
/ 11,966 SF TREE PROTECTION SHOULD BE NOTICE OF TERMINATION(e-NOT).A$100 ANNUAL GENERAL PERMIT FEE WILL BE CHARGED UNTIL THE a-NOT HAS BEEN FILLED OUT. tJ l
PLACED TOGETHER AS FIELD
53g CONDITIONS DICTATE NCGO1 a
/..66,,x/ x-., / XNG'9634' XNG:928' \�l • NCG01 NOTES: J W
,'963 9' X NG:962.6' X NG:962.8' TC:962.6'X L[1M�
EXISTING CURB&GUTTER / / L /,X / \ „ \ l \ ~I I / i - 1. AT A MINIMUM,GROUND COVER SHALL MEET THE REQUIREMENTS OF THE NCG01 GENERAL PERMIT. � LLI
TO BE DEMOLISHED AT 16` C. o s
PROPOSED ENTRANCE / f �� / \ \ G3 \^z. 2p. U
CONSTRUCTION to .°s>a" 2. EROSION AND SEDIMENT CONTROL SHALL COMPLY WITH THE DELEGATED AUTHORITY HAVING JURISDICTION AND THE III ,
/ r / ENTRANCE- gOG gfi APPROVED PLANS. V �' d
L SEE DETAIL \ ® F g z W
• pr- 3. THE CONTRACTOR SHALL ENSURE COMPLIANCE WITH NCG01 GROUND COVER AND NCG0IMPDES SELF-INSPECTION L
I I / /964.2 ° A,` eo, PROGRAMS BY HAVING A RESPONSIBLE INSPECTOR ON SITE THROUGHOUT THE DURATION OF CONSTRUCTION O
/ 'FL 9^38 \ \� ACTIVITIES. W
/ N1,7' \ W J o
,,,,\,,,
)@ Q ` --- xrvc.ss2. \ N 4. THE CONTRACTOR SHALL COMPLETE THE REQUIRED NOTICE OF INTENT(e-NOI)TO OBTAIN COVERAGE UNDER THE NCG01. I !Il Z
X�96 64.]' / XGP • \ , ' .'I IPA .>. XNe.963.4' XNG-262.8' XNG:962.6' T'• \ 2 XTC 96: DEQ.NC.GOVMCGOI D \'IIV��� V
•
1( ` •. I ' ' G • CONCRE 5. SEE THE EROSION AND SEDIMENT CONTROL DETAIL SHEETS IN THIS PLAN SET. O
• I / I I >0 \ . • 7'PJ\ ry� 6. SEE THE APPROVED LANDSCAPE PLAN FOR FINAL GROUND COVER NOTES,DETAILS AND SPECIFICATIONS. _ I� z Q
/ +• m W. ( \ 6 CONSTRUCTION ENTRANCE NOTES: \O J
\ X• < I/N"-- C 1. CONSTRUCTION ENTRANCE SHALL BE 25'MINIMUM WIDTH AND 5P MINIMUM LENGTH AND 6'MINIMUM THICKNESS J_ Z
t .e x J x Nc.sfi26 Nc�N`F 6>3> \4 •2 OF STONE(3'-0")COARSE AGGREGATE WITH GEOTEXTILE UNDERLINER.REFER TO THE LOCAL GOVERNMENT OR O - Z
\NG:964.z• / XN 63.9' xNG:sG3a' XNG:963.Y XNG:sfiz.a <<NG:s624 \I \.6 STATE FOR ANY ADDITIONAL REQUIREMENTS. / W
/ / ` / r VACANT LAND .�el. \ U)
I 61+.m \�"�N 2. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOW OF MUD ONTOCt II
I /�/CID ! LOT 5,FINAL PLAT REVISED MAP OF THE SHOPPES @ 3 ids 4 _ PUBLIC RIGHT-OF-WAY.THIS MAY
/ GLENN CROSSING,PLAT BK.52,PG.85 Re-•II G �\ NG AND REPAIR AND/OR CLEAN OUT OF ANYREQUIRE
E USED TO TRAP SEDIMENT.
ALL MATERIALS SPILLED,
DROPPED, �' LI..I W
/ l N/:OWNER:WEST POINTE INVESTMENTS � `�GF DROPPED,WASHED,OR TRACKED FROM VEHICLES OR SITE ONTO ROADWAYS OR INTO STORM DRAINS MUST BE `` Z
.\115 REMOVED IMMEDIATELY. ` LI_
I I 6 Acipt�it ___ APN:6874-16-0169.00 w
G962• rirwir♦♦♦♦♦♦♦♦♦♦♦♦•♦♦•♦♦♦♦•u•♦4,1 AREA:62,224 SQ.FT./1.428 ACRES± w 1 3.
WASHING IS REQUIRED,ENT SHALED TO L BE DONE ON ANEMOVE MUD
OR TO AREA WITH RCRUS ED ONTO
STONE WHICH DRAINSANTO ANY.WHEN�.9 / ♦1,♦1♦1♦1♦1♦1♦1♦1♦1♦1♦1♦1 rvG962, \ \
s 2� ♦♦•♦♦♦♦♦♦a♦St♦♦♦♦♦♦♦♦♦♦♦♦0*4�♦♦♦♦/ XNG.962.] A X \ REQUREDSEDIMENT TRAP OR BASIN LOCATED PER THE LOCAL GOVERNMENT OR X NG 963.2/ X NG:962.3' ✓�\a2-� NG:963�'
x Nc:ee4.� x cR:963 ���/ x *♦♦♦♦♦♦♦♦♦Fi♦♦�♦♦♦♦♦♦♦♦♦♦♦♦♦♦�♦�i'+♦♦♦*_ 3✓ �6` � �''"",?,,\
y6 -ti o\�
I Ida .1�♦♦�♦1�♦♦�♦♦♦♦♦♦♦♦♦♦1�1♦�1•���•1� �6 DRAINAGE AREA 2= N F
/ /, ��1♦♦1♦ STOCKPILE 11♦�♦♦�r♦�14 28,967 SF \ W 00°V
SET 5/8"RE AR W/CAP ♦♦♦♦ ♦♦♦♦�./ STOCKPILE AREA FOR MATERIAL REMOVED \
GOODWI NC L-5463 / I / 1.41'4♦. AREA ♦♦♦♦♦♦♦♦N'♦' DURING GRADING.INSTALL SILT FENCE \- 'GC.g624,
♦♦,♦♦ ♦♦♦♦♦N� ADJACENT TO AND DOWNHILL FROM \ • \ L96Z0 0
TEMPORARY BEN HMARK#1 1♦�1 ♦♦♦♦j♦► STOCKPILE.NO STOCK PILE SHOULD BE
I ELEVA7 QN:962.66' III ,/�.♦♦♦♦♦♦ (88'LX49'W;3,330 SF.) ♦♦♦♦j�♦♦�F1 LOCATED WITHIN 50.OF DIVERSION
$ NORTHING:846129.76 XNG:963.6\ TA:9s2.6' NG.a6♦♦♦♦♦♦44447444.♦♦♦•♦♦♦♦♦♦ 9s24'DITCHES,BASINS OR INLETS. NG 9s12\
k a
♦ ♦ •♦ ♦ , X NG:961.5' X NG:961.5' NG:9623'X
♦♦♦♦♦♦♦♦♦♦♦♦ ♦♦♦♦♦♦♦♦♦fir♦�♦♦♦1 �� 9.CF
EASTINq:1670935.48 X •I ��♦♦-♦-♦♦♦♦♦♦♦ataIt♦�♦♦:♦,101.141,4 \ / / APPROXIMATECONSTRUCTION LOCATION OF )11
\ 07 m Z I I .13_1�1 1 ♦ \ \
\ EROSION CONTROL LEGEND: O
I DRAINAGE AREA 1=\ \ \ \\\ s CJ
0 ry� TEMPORARY POWER TO \ I EXIST/PROPOSED
oo,g6 m' 41 r 11,188 SF \ BE REMOVED / IIIIII CURB INLET z U O
i
<yc 9Q? ® DROP INLET w CO J
I �m - TEMPORARY SEDIMENT - `<C]ZO
10'REGQ/I_ATOR STATION EAS ENT \ Ay I TRAP AT SILT FENCE ® Q JUNCTION BOX y
- . _ _ IIIIi5luIIIIIIHIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIiIilllliil \ X N 9621q 0 0 FLARED END SECTION(FED)
X NG:962.]' X NG 961] X NG:961.8' X NG:911(5' f 25'Lx24'Wx2O-SEE DETAIL 960" - --IlliiliiliiIIM lllllllllllllllllllllllllllilliilliDllllilllllliF -
a (BK. 559,PG.2438) I x "G�962.3�'� - - xBB:963. ,per,
Al/�°� '�, ON SHEET C-7.0 \us `, \ C Ip, g g CATCH BASIN INLET PROTECTION
o --�`--�I 01111IIIIII1111 0 1 0 1111111 0IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIfIIIIIIX�BBfi3.3' A»6
II I dh A _ - - - // \ I111/111111111111111IIIIII11111111111111111111101IIIIIIIIIIIIIIIIIII
IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIP _
3 Oy9 $ >\ IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIP „I IP ROCK PIPE INLET PROTECTION
">-I'- IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII'
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