NCC240536_Site Plan or Location Map_20240305

1 2 3 4 5
I I I I I I I I
TEMPORARY SKIMMER SEDIMENT BASIN#1 TEMPORARY SKIMMER SEDIMENT BASIN#2 PROPERTY INFORMATION: 1 S GA
Max.Disturbed Area=3.06 Acres Max.Disturbed Plea=3.41 Acres PARCEL ID NUMBER:5883-85-8093 QEwiq�w ri,m°c.
ABBREVIATIONS ZONING:PB-S a
Required Volume=5,508cf Required Volume=6,138 of CIVIL SITE SHEET INDEX: ACREAGE:6.62 T,^"°
ABC AGGREGATE BASE COURSE MAX AXIMUM CONTOUR CONTOUR INCREMENTAL ACCUMUMULATED CONTOUR CONTOUR INCREMENTAL ACCUMUMULATED M °,"
AC ACRES MH ANHOLE ELEVATION AREA VOLUME VOLUME • NarmourWright
APPROX APPROXIMATE MIN INIMUM ELEVATION AREA VOLUME VOLUMEPROPERTY OWNER: s s•�n-om
794.0 1,462 0 0 C101 EXISTING CONDITIONS AND STAGE 1 EROSION CONTROL PLAN
ASPH ASPHALT MJ ECHANICAL JOINT 798.0 475 0 0MAIN STREET VILLAGE POINT,LLC cl<mmo,,.,9 `';
MON ONUMENT 7950 1,814 1,638 1,636 4400 SILAS CREEK PARKWAY,SUITE 200 • : .v..n MipA°'°"" =;.=9 DESIGN
7ss.o 2,184 1,32s 1,329 C102 STAGE 2 EROSION CONTROL PLAN ���r`°'° '°
B-B BACK OF CURB TO BACK OF CURB MTL ETALWINSTON SALEM,NC 27104 "w `- s X
79a0 2,193 2,004 3,642
BM BUILDING MW ONITOR WELL 800.0 2,826 zsas 3,834 C103 STAGE 3 EROSION CONTROL PLAN&SITE DEMOLITION PLAN EMAIL: MO GAN 111 ©`:` °M'WJ""'G11-
BM BENCHMARK 797.0 2,850 2,522 6,163 EMAIL:DMORGAN8MAINSTREETCLEMMONSCOM
BOC BACK OF CURB N/A OTAPPLICABLE 801.0 3,514 3,170 7,004 798.0 5,315 4,083 10,246 C104 STAGE 4 EROSION CONTROL PLAN GRADING PLAN 9.1...R'^"° 9 2459 Wilkinson Blvd.Ste.120
BVC BEGIN VERTICAL CURVE NAD 27 ORTH AMERICAN DATUM 1927 Volume Provided:5,736 cf
NAD 83 ORTH AMERICAN DATUM 1983 Volume Provided:6,163 cf C105 FINAL GRADING PLAN PROPERTY DEVELOPER: • Charlotte,NC 28208
e
AtCOG CURB AND GUTTER NC ORMAL CROWN At Elevation:600.60 HAWTHORNE RESIDENTIAL ACQUISITION,LLC $Elevation:797.00 C106 SITE STORM DRAINAGE PLAN 806 GREEN VALLEY ROAD,SUITE 311 �`
p 704.332.5668
CAN CABLE TELEVISION NC GRID ORTH CAROLINA GRID Max.Drainage Area(Acres)=3.06 Acres I
CB CATCH BASIN NCDOT ORTH CAROLINA DEPARTMENT Max.Drainage Area(Acres)=4.14 Acres GREENSBORO,NC 27408-7076 a /� www.sganwdeslgn.com
CFS CUBIC FEET PER SECOND F TRANSPORTATION Calculate Runoff:Q=C x I x A C107 EROSION CONTROL DETAILS PHONE:[phone] S /
CHL CHAIN LINK NCGS ORTH CAROLINA GEODETIC SURVEY Calculate Runoff:CI=C x I x A .F
•
CI CURB INLET NIP EW IRON PIPE C=0.5 C=0.5C108 NCGO1 SHEETS&SKIMMER DETAILS Mermans TownEMAIL:[e-mail] T °9 Center
CIP CAST IRON PIPE TUTS OT TO SCALE I=5.5 TURF DOCUMENTS PROVIDED BY WELTER Rotes ARCHITECTS AND
CENTERLINE =55 ENGINEER: : s
C201 SITE LAYOUT PLAN GAICTURALWORKSC DESIGN AYRIGHT RE OTSUBJECT CIONN ACT
CM CONCRETE MONUMENT 0/C N CENTER Q(eis)=6.4 0 efs=11.4 ALLIED DESIGN,INC. +� Teue ruAL PROrrrrT vrM URRPRovrov:oc Is u�o Ar-PLcas
CMP CORRUGATED METAL PIPE OD UTSIDE DIAMETER ( ) C202 SITE DETAILS 4720 KESTER MILL ROAD F Xl/7
AS
INTOeLe,TTaONICwroRManoNlNourroarn.TxeUse ORlNeseLEA- CO CLEAN OUT OH VERHEAD Surface Area:A=325 xQ Surface Plea:A=325 xQ WINSTON-SALEM,N.C.27103 Ts offTNe ELEc1RONICwroRManoN THA RRoouee000NC CONCRETE OSHA CCUPATIONALSAFETYAND Required Area=2,730sf Required Area=3,7050T C301 SITE UTILITY PLAN PHONE:[phone] v1NeMaPRonNDCOMPNSATIONTOTHE CHITECiWRawUavCONSTR CONSTRUCTION EALTH ADMINISTRATION pt EleVatlOn:799.9 Surface Area Provitletl: 3,705 sT EMAIL:[e-mail] °ea I
CONTR CONTRACTOR OVH VERHANG C-SWM1 STORMWATER PRE-DEVELOPED vs.POST-DEVELOPED PLAN i ,
COL CORNER Desired Dewaterng Time:2 days At Elevation:797.3 •
s«< w a l t e r r o b b s
CULV CULVERT PA ARKING AREA C-SWM2 STORMWATER MANAGEMENT PLAN i
PC OINT OF CURVATURE Skimmer Head on Orifice Desired DewatenngTme:2 days Gov. °Nir�.
A DELTA PCC OINT OF COMPOUND CURVATURE Size(IR.) (8.) Skimmer Head on Orifice C-SWM3 ADS STORMTECH&BAYFILTER(A)SPECIFICATIONS&DETAILS
DCV DETECTOR CHECK VALVE PEE EDESTAL Size (ft) ARCHITECTURE+INTERIORS-1 PLANNING
DDCV DOUBLE DETECTOR CHECK VALVE PI OINT OF INTERSECTION 1.5 0.13 C-SWM4 ADS STORMTECH&BAYFILTER(B)SPECIFICATIONS&DETAILS VICINITY MAP
DI DROP INLET PIV OST INDICATOR VALVE 2.0 0.17 15 0_13 a Michael Graves Company
DIA DIAMETER R ROPERTY LINE 2.0 0.17 C-SWM5 ADS STORMTECH STANDARD DETAILS NOT TO SCALE
DIP DUCTILE IRON PIPE FOG OINT ON CURVE 2.5 0.21 530 N Trade St NW,
DRW DRIVEWAY POS OINTONSPIRAL 3.0 0.25 2.5 0.21 WS/FC EROSION CONTR ICE I Winston-Salem,NC 27101
DW DOMESTIC WATER POT OINT ON TANGENT 30 0_25
PP OWER POLE Dewatering Flow Rate Qd(Vol.Provided/DeavateringTime):2,B68cf/day PLANS APPROVED FOR N UCTION -\. ---- \
p 336.725.1371
EG EXISTING GRADE PRC OINT OF REVERSE CURVATURE Dewatering Flow Rate Qd(Vol.Provided/Dewatedrgl Time):3,082 cf/day EROSION CONTROL CONSTRUCTION SEQUENCE
Select S
EIP EXISTING IRON PIPE PSI OUNDS PER SQUARE INCH Select of Skimmer:3.0 www.walterrobbs.com
Select Size of Skimmer:3.0 I www.walterrobbs.com
ELECTRIC PT OINT OF TANGENCY Cale.Orifice Diameter:1.58 inches Cale.Orifice Diameter:1.63 inches This plan complies with Ch er ,A 4-Erosion Control of I 1.OBTAIN GRADING/EROSION CONTROL PLAN APPROVAL AND PERMIT FROM THE p
ELEV ELEVATION PVC OLYVINYLERTICA INTERSECTION ActualOfrficeDiameter:1.50inches 9 FORSYTHCOUNTYINSPECTIONSDIVISION. Allied Design, Inc.
EOP EDGE OF PAVEMENT PVI OINTOFVERTICALAchnlOrifceDiameter:1.50inchea the Village of Clemm U d Deve ent Ordinance. A
ESMT EASEMENT PVMT AVEMENT Calculated Dewateri Time:2.21 daysI
Cale elated Dewatedn Time,2.37 days printed set of the sta d/appr p must be kept on the 2.CONTACT EROSION CONTROL INSPECTOR TO ESTABLISH A PRE-CONSTRUCTION CIVIL ENGINEERING OLAND SURVEYING
EVC END VERTICAL CURVE 9 - ys ---
VYelr Length: L=Q/(C.x Htyi I CONFERENCE AND INSPECTION SCHEDULE.
EX EXISTING R ADIOS welrLenglh: L=Q/(CwxH111I construction site for r ence w In !ling required erosion
RNV IGHT of WAY Q,q=g a 9 9 4720 KESTER MILL ROAD
FES FLARED END SECTION RCP EINFORCED CONCRETE PIPE QTq=11_4 I SELFINSPECTION--EFFECTIVE OCTOBER 1,2010,PERSONS CONDUCTING WINSTON-SALEM,NORTH CAROLINA 27103
control measures. , LAND-DISTURBING ACTIVITIES,LARGER THAN ONE 1 ACRE,MUST INSPECT THEIR
- FFE FINISHED FLOOR ELEVATION RETW ETAINING WALL Cw=3.0 Q•,=3.0 m I ()
FG FINISHED GRADE REV EVISED PROJECT AFTER EACH PHASE OF THE PROJECT,AND DOCUMENT THE INSPECTION IN Phone:[phone]
H=0.50 H=0.50 • A I WRITING ON APPROVED FORMS AVAILABLE FROM THE CITY OF WINSTON-SALEM W W W.allied-BnySUN.COm
FH FIRE HYDRANT RPZ EDUCED PRESSURE ZONE O INSPECTIONS OFFICE.
FNC FENCE RT IGHT L=7.9 Use 10 feet L=10.7 Use 12 feet g THE PHASES ARE AS FOLLOWS: PROJECT NO.: 22-068
FOC FACE OF CURB RWM IGHT OF WAY MONUMENT ) INSTALLATION OF PERIMETER EROSION AND SEDIMENT CONTROL MEASURES. FIRM LIC.:C-1891 ru r
FPS FEET PER SECOND
SAN ANITARY I 11 kentw /1+ 2440-sL17:53 AM3. I CLEARING AND GRUBBING OF EXISTING GROUND COVER. :al\
NCAgD� rarrGALV GALVANIZED SB OIL BORING JONATHAN D.&CLAL RIA wFSTnN '31962,PG.85o a«° COMPLETION OF ANY PHASE OF GRADING OF SLOPES OR FILLS. .s . f: �O.•/4:GL GAS LINE SHT HEET PRIVATE ROAD DB.1590 PG.40 w.rnv. oor - INSTALLATION OF STORM DRAINAGE FACILITIES. Y yGM GAS METER SIG IGNAL 60'ENGRESS,REGRESS EASEMENT I TAX B.159 83-84-3984ZONING R520 ASPHALT DR' •y COMPLETION OF CONSTRUCTION OR DEVELOPMENT. M•11WLj"qr
GPM GALLONS PER MINUTE SPECS PECIFICATIONS DB.724,PG.251. ZONING:RS20 (PRIVATE •)
m I ESTABLISHMENT OF PERMANENT GROUND COVER SUFFICIENT TO RESTRAIN _ SEAL
f.
GRV GRAVEL STA TATION D6.1589,PG.1525 \ -Z v x I. EROSION. 023450
GV GATE VALVE STM TORM PB 16,PG.215 \, \\. `.° • pq'46"E
•
1 , a U m�': NO2° (____ _ 3.CLEAR SITE ONLY AS NECESSARY TO INSTALL INITIAL EROSION CONTROL MEASURES
GW GUY WIRE SW IDEWALK / \ \ \ N - --- I F..:'
�k.rN v, 254.01' AS FOLLOWS: ,rrr 1NE.-���•
1 V Y C 1 1RT LT DR. m`p `� A.TEMPORARY CONSTRUCTION ENTRANCE/EXIT •a,7(
HC HANDICAP T ANGENT / / I \\ \HARPER VIE Ov ASPHA --f _ G O��y B.TEMPORARY SEDIMENT BASINS.FOR SITES OVER ONE(1)ACRE,OUTLET
HCP HANDICAP PARKING TBM EMPORARY BENCHMARK / \ \\ PRIVATE) _ ��_ _ �}1U�' STRUCTURES[SKIMMERS]THAT ONLY WITHDRAW WATER FROM THE SURFACE OF rrrrr•
HCR HANDICAP RAMP TCP ERRA GOTTA PIPE �/ 1 \ \ ( ------_- ___ -�mN �OpU �U • FULL CLEARING LIMITS SHOWN FOR THE BASIN,SHALL BE UTILIZED.NO SEDIMENT TRAPS OR ROCK DAMS ALLOWED.
HDW HEADWALL TEL ELEPHONE / I - r
HP HIGH POINT TEMP EMPORARV � REFERENCE. C.TEMPORARY DIVERSION BERMS
/ / •• DELAY TREE CUTTING UNTIL BASINS AND D.TEMPORARY SILT FENCING
HT HEIGHT TOO OP OF CURB / -_x OFI - "v0- _
/ aTL•(
x x 42111 RUNS WITH EASEM OHH '�`DOKE ROWE- . ♦ - DIVERSIONS HAVE BEEN CONSTRUCTED.
ID INSIDE DIAMETER TOP OP OF SLOPE �� x 2 .� STURBEO AREA- • STUMPS TO REMAIN UNTIL PERIMETER SEED EMBANKMENTS AND DISTURBED AREAS OF DEVICES INCLUDING"CLEAN"
TOE OE OF SLOPE / _ •;,11fi7 PG:7 � � � � ������ -
IN/HR INCHES PER HOUR TOW OP OF WALL A ' c DI _ � � f�����'t����� I MEASURES HAVE BEEN INSTALLED AND WATER DIVERSION)UPON COMPLETION OF CONSTRUCTION.SEE GROUND
O // -^ ° a .100 ' .�r.♦..�♦� �`O0 �`��♦�.i-�Q 44
V'^ COORDINATED WITH INSPECTOR. STABILIZATION CRITERIA BELOW FOR MORE INFORMATION.
INV INVERT TP ELEPHONE POLE -_ �� ♦. ♦ ♦ ♦. . e ® l.►` •
ITL INDEPENDENT TESTING LABORATORY TRANS RANSFORMER z K7 _ OHO- - 4.BEGIN CLEARING,GRUBBING,AND STRIPPING OF SITE AS REQUIRED.
B- TYP TYPICAL �zl _ ®��®®®®®� ��� ��®®®���.`���� �� M EARTHEN-MATERIAL STOCKPILES ON-SITE FOR LATER DISTRIBUTION AND/OR
JB JUNCTION BOX ➢ OF1O ♦... � ♦ -♦��� �� ��� � �"��� �®���0- e® � . I
_ _ • III r _ 60'PRIVATE ENGRESS, REMOVAL,AREAS DEDICATED FOR MANAGEMENT OF LAND CLEARING AND
�OHU' I____
DEMOLITION DEBRIS,CONSTRUCTION AND DOMESTIC WASTE AND HAZARDOUS OR
U/C UNDER CONSTRUCTION >'-� - �♦� ��� ����� �� a - - _ .����®� I1 �- -REGRESSDB 724,PG.251.NT TOXIC WASTE SHALL BE LOCATED AT LEAST 50 FEET AWAY FROM STORM DRAIN
LENGTH U/G UNDERGROUND rs p r
LF LINEAR FEET UP UTILITY POLE '�p 830 --_ -- DB 1589,PG.1525 INLETS AND SURFACE WATERS(UNLESS IT CAN BE SHOWN THAT NO OTHER
LGT LIGHT O [I��® • ® -- - -_'! ��� I PB 16,PG.215 ALTERNATIVES ARE REASONABLY AVAILABLE),AND WITHIN AREAS PROTECTED BY
LP LIGHT POLE VC VERTICAL CURVE O �. _-- 93 -_ ____ _ 825 _ 830 � ' ' _- r _- -_-__--- EROSION CONTROL MEASURES.
LT LEFT LANDSCAPEDLS VCP VITRIFIED CLAY PIPE __- __ _ 825 _ - _-_ _ 5.BEGIN SITE GRADING.MAINTAIN EROSION CONTROL DEVICES IN ACCORDANCE WITH �\
WL WATER LINE ® ;JS - __ ---__ _ - 820 _44# _ _ a. I I THE MAINTENANCE PLAN.INSTALL ADDITIONAL EROSION CONTROL MEASURES AS r
LLJ
WM WATER METER • FULL CLEARING LIMITS SHOWN FOR REFERENCE. -- _ _--- --- ----- -- - _ _ _ `�� I ` REQUIRED.
WV WATER VALVE • DELAY TREE CUTTING UNTIL BASINS AND --- --_-_-_ _-_-_ --- 820 _ - _ _�;��s� \ I YMCA OF GREATER W-S INC.
_ ---
WW WOVEN WIRE DIVERSIONS HAVE BEEN CONSTRUCTED. �♦ � - _ - __ g_20 -___- _-------_ ___ ___ ---__ _ 815 _ ;\:� I�� 6.INSTALL STORM DRAINAGE SYSTEM AND UTILITIES.STORM PIPING SHALL BE /PING
• STUMPS TO REMAIN UNTIL PERIMETER �t ��� _ _\ �� TAX PINTS 83G-85-8684 INSTALLED TO THE POINT WHERE IT ENTERS EACH DEVICE.COMPLETION OF_
P
MEASURES HAVE BEEN INSTALLED AND t►����A�9�60® _ _ 15 - ------ I I ZONING:IPS B GB-S WILL ONLY BE ALLOWED ONCE THE SITE HAS BEEN DEEMED STABLE BY THE
COORDINATED WITH INSPECTOR. `�� 7 �-j - - 815 _- -__ -----_ __ --•___ _ _-___________ \_�\\ ,`, c
EROSION CONTROL INSPECTOR.INSTALL PROTECTION AROUND ALL INLETS AS
810 .' �`/ / \ - STORM DRAIN SYSTEM IS INSTALLED.
�\'� / / 610 \ I GROUND STABILIZATION CRITERIArr, �� \\\ 1 / s - , ,, I • I I SITE AREA STABILIZATION STABILIZATIONL ,yP0TENTIALTOPSOILSTORAGEAREA- • / g ,x \ \ vl[C - DESCRIPTION TIMEFRAME TIMEFRAME J �/
B .•t!I*t
\\ \ I \\\ / -2"DEPTH=1SODCY QS��� \ Y� E%CEPTIONS1, , JIll� \\ \\\\�\ 11II 1 PERIMETER DIKES.SWALES, 7DAVS NONE IW L_ = i/�i �11 \ DITCHES.&SLOPES_ NOVANT HEALTH INC \ - / \ = r_PB.57 PG 656E m l \\ \u'11 l\ I�
SLOPES STEEPER THAN 3:1 7 DAYS IF SLOPES ARE 10'OR LESS INTRACTS ^: i 7 _ --- \ __ LENGTH&ARE NOTSTEEPERTAX P6588369-0676w Q0 ` -8� ��-- ----__� / \ . 00� OZ110588-M- AMAX.DRAINAGE AREA=414 ACRES \ \\\\ \\\ • 1/I I'� THAN 2:1,14 DAYS ALLOWED
i
ONINa PB-3-
• pp
R7+, •I� fr. ,� -� MAX.DRAINAGE AREA ACRES MAX.DISTURBED AREA=341 ACRES \\\ \\\\\ \\ CL
r 1 ��e ����rO�A �rA -, MAX.DISTURBED AREA=3.08 ACRES _ . .
- -__ \\\\\\\\\\ \\\\\ \\ ( I SLOPES 3:1 OR FLATTER 14 DAYS 7 DAYS FOR SLOPES0 50 FEET
`)
/A \\ \\\ AV IN LENGTH
to I ��r• ���ty�p� O� - --- - _ -__ / / - __ -_ I \\\\\\wo\\\\\\'. I - ALL OTHER AREAS WITH 14 DAYS NONE Q
SYMBOLS ♦.o , 605 __ �p /\ 'A _ - \ ,I ; \\fI; • II J r' SLOPES FLATTER THAN 4:1 O
EXISTING NEW DESCRIPTION C O ��®--•�, .• . _� / - -� fi i INITIAL BASIN DELINEATION L� \ \\I \\\\\\\\\� I I 7.PRIOR TO THE CONTRACTOR DEMOBILIZING FROM THE SITE(AT APPROXIMATELY 45 IJJ -I Z T •I �°�°o�e��s®�♦ \ DAYS PRIOR TO DEMOBILIZATION),THE FINANCIALLY RESPONSIBLE PARTY(OR THE 0
N75°15'30'E PROPERTY LINE i1o ..`♦�rA� _-_ \ \\\ \\ 11 DESIGNEE)WILL NOTIFY THE VILLAGE STORMWATER DEPARTMENT AND THE
310.00' - N �� V���� 7 ___ i' / x x \'\\ \ \\ \\ �, I 14 •I FULL CLEARING LIMITS SHOWN FOR DESIGNATED EROSION CONTROL INSPECTOR OF THEIR ANTICIPATED DATE TO LEAVE
-- UV ----6= RIGHT OF WAY ' 2 C p �4 7 ',• • ♦ - - • i A A \ \\ \\, 'a REFERENCE•
THE SITE.AN ON-SITE INSPECTION WILL BE CONDUCTED PRIOR TO THE LEAVE DATE
\ \ • DELAY TREE CUTTING UNTIL BASINS AND,V 1 r .ry d ,f" B� \ �I BV THE VILLAGE AND THE DESIGNATED EROSION CONTROL INSPECTOR TO MAKE J
N 75.15'30•E _ - _ •
01 � ,.'I %� \\\\ \\\\\\' \ DIVERSIONS HAVE BEEN CONSTRUCTED. CERTAIN ALL ACTION ITEMS HAVE BEEN ADDRESSED BY THE CONTRACTOR.CENTERLINE D �/. \\ I STUMPS TO REMAIN UNTIL PERIMETER
•
_._-_._-
EASEMENT a I �� \ \\ \ \\\\\\ -• MEASURES HAVE BEEN INSTALLED AND 8.CONTINUE TO MAINTAIN EROSION CONTROL MEASURES UNTIL VEGETATIVE COVER O
O�L.y / \ \ \\\\\\\\\\ I _ COORDINATED WITH INSPECTOR. HAS BEEN ESTABLISHED OVER ALL DISTURBED AREAS AND SITE HAS BEEN `
- - SETBACK •" / \ \ \ AND APPROVAL BY INSPECTOR. NTROL MEASURES TER FINAL INSPECTION \ I 1
I \ \\ \\ / V
' SKIMMER BASIN 1 \\\S \\, _ ION CO
LIMITS OF CONSTRUCTION _ / \ \ \ \\\\\
X SEE CHART / \ \ \\\ \\\\\
NH-D =
RIM 80z60 - �' ,'�-�_J l) ••,o,L•. i I
V A v v�V A A _
1 STABILIZED.REMOVE EROSION ES ONLY AF•
TER
_� �-1412 CONTOURS INV OUT 7•o v l l i \ \ I EROSION CONTROL MAINTENANCE PLAN O
C- •-H imam SPOT ELEVATIONS05 0 j11©ll��O•'w •� J�/ 1111111 111 -��� ` \ ©(( O \ \\\\\\.\ 77. m I .J 2-12-13 /
B a �- -_ _ 1 •
\ 1. INSPECT qLL SEDIMFNTAT ON ANO ERO50N COrvTROL OEV CFS FOR STna LIry ANDOBENCH MARK •
` !� FUNCTION EACH WEEK AND FOLLOW NG EACH RA NFALL EVENT.PAVEMENT,SIDEWALKS ® ''\..` J' •••••• J H .1 i !��-- � SKIMMER BASIN2 ((((((((( s. O -- M2. REMOVE SILTISEDIMENT FROM TEMPORARY OEV CES WHEN ACCUMUUTEO VOLUME
< O -800 _SEECHART 04 0 \ \ y HAS REACHED50%CAPACITY.CURB AND GUTTER - ; 4 •f _-_ / ____ 1 INVI� 2 � •ti/ \ \ \ --.y-
6 •--- - •=' ' _ _-- /� - ,I O 1 1 •••$I:sJ• / 1..\.T.-%\
3. REMOVE ACCUMULATED SILT/SEDIMENT FROM BEH NO TEMPORARY SEo MENT FENCE
J`f TREE LINE �- •�`4 E E` O O O /" O -9 �'� `��1f 1 �` O `:'•�K/ WHEN DEPTH EXCEEDS APPROXIMATELY 0.5.REPAIR AND REPLACE SILT FENCE AS
E //�� _y EE E -_ E� L L4 • NECESSARY. '~ E_ 'E B O OT68 6A. E. E E _ - _ E_� E �. � 0 1 r� P
■ \�\ O
POND,LAKE,RIVER,STREAM RIM= ,a �• �'` •_ - O J E� E _ - -' '\yea=••• n\ f(\� ?q 4AFTER
CONSTRUCTION INCLUD NG"OLEAN WATER DIV RS ON BERMS RY DIVERSION BERMS ER GRADE/REPAIR
IN . - - - • \ BERMS AS REQUIRED. RERETAINING WALL INV••- 88.37' �^ \ �� ��1 _ '�-' -• -"''- - - "� - �., • ( I
X -x-x- FENCE W ~ 112-- �I�I' .al •a DM zeS OF DIS ir�RBA E3U AI:� E------„,„E 5 LCORD F
` .a \s S. CONTRACTOR INA ACCORDANCE
APPOINT AN ON-SITE PROVISIONS
ANTE ENE LNPDESO
1�_._'� � $ •• ` INSPECTIONS IN ACCORDANCE WITH THE PROVSONS OF THE GENERA
II : CB -� " �( PROJECT NUMBER:
X - - - GUARD RAIL NU II �� ��''n,r W S 177.405' W FLOW-T A � • O� )••• M� aE Arol °1I 1 STORMWATERDISCHARGEPERMITFORCONSTRUCTIONACTIVTIES. JE
Wv Y aM
SWALE/DITCH \ • -- a-,, \�, 1,,1•i' ` / ml• 22-782
R'S0500' , 1 5 • 5 "`� \ B
NOVANT HEALTH INZ,° pIi - yr uH-.R - - - ° II' MH L'3082-, 1 -Yy O.. G am-( g ISSUE DATE:
-SF SF- SILT FENCE - - p-( 1 /17/2D23
P.B.57 PG.65-fi6 II • m RIM=B(10.30' RIM 796 75' - ' �' �. ®�,�-
II VILLAGE POINT DRIVE d ..;,,_ 4•r•••. EROSION CONTORL LEGEND&KEYNOTES
TRACT 8 5 I�` INV IN 789.39' .-1„ ••- • I•r ��^INV••- ,3.851/ \pD °3>°� j _ (6.XX=STD.PRACTICE,FROM NC EBSC MANUAL)
1 1 1 1 1 1 1 1 1 1 - TEMPORARY DIVERSION BERM I I INV OUT=789.31'CB. AS PER PB 67 PG.29 CB • INV OUT 790.62' • \ 33• 0
ro
1 A I/
` FLOW=799.88' SEE DB 3225 PG.3488 FLOW=796.58' 5/ �V • F;7�T1 1 Oq TEMPORARY CONSTRUCTION ENTRANCE/EXIT.REPAIR DAMAGE TO EXISTING
0 INLET PROTECTION N - - vlVp-794.o`i • I \ r QJ FO \- SIDEWALK. 8.06
y I I - _ INV IN=793.83' _ - 011 II N O ( )
CURB INLET,DROP INLET m II BENCHMARK \ y 11 r � \ r. \ c'\ -sr- Og TEMPORARY SEDIMENT FENCE.(6.62)
- 0 ❑O ■ O• I I MAIN STREET CLG.1274 ,LLC CP#5 HOD NAIL I I E \\ ®
II INV=790.97' DB 3380,PG.1274 ( ) \ \ \
O • MANHOLE,JUNCTION BOX II TAX PIN:5883-94-3707 N: 834,998.27' �I,l` N, o F -sr } O TEMPORARY SEDIMENT FENCE WITH STONE STABILIZATION/OUTLET.
DEDICATION OF STREETS 11
ZONING:PB-S E: 1,589,707.2094.98' TO VILLAGE OF NS E•
-----
FES FLARED END SECTION ELEV:797.29' 11 CC 2--.
• �� GCAM CLEMMONS,LLC ICI I O TEMPORARY ON-SITE CONCRETE WASHOUT STRUCTURE WITH LINER.
D.B.3131 PG.425-431 I I CB \ \ \ V�. PROVIDE CLEARLY MARKED SIGNAGE NOTING DEVICE LOCATION.
CS PIPE FLOW=796.93' '" DB N:58 PG.38
® CLEAN OUT 1111 INV OUT=792.89' \ W 'c0 TAX PIN:5883-95-5704
-6- FIRE HYDRANT 11 V \ZONING:PB-S 0 O TEMPORARY WIRE AND STONE DROP INLET FILTER.(6.51) Revision Schedule
MH-S
11 RIM=797.70 \ O TEMPORARY INLET PROTECTION-SILTSACK.REMOVE CURB FILTER FOR # I Description I Date
a,,. H VALVE I I INV IN=791.65 \\\\\\ ` ® DROP INLETS.FOR PUBLIC CURB INLETS,COORDINATE WITH THE VILLAGE OF
I I INV OUT=791.55' • \C 0 CLEMMONS,PUBLIC WORKS. 1 REVISED PER VILLAGE REVIEW 8/2/23
o W,a ■ WATER METER II INV= ,
VILLAGE OF CLEMMONS GENERAL NOTES COMPLETION OF THE BUILDING CONSTRUCTION. 786.06' O EXISTING LOCATION OF PRIOR EROSION CONTROL BASIN/TRAP.REMOVE 2 REVISED PER VILLAGE REVIEW 10/4/23
o ..--ki UTILITY POLE W/GUY WIRE 8. PRIOR TO FINAL ACCEPTANCE BY THE VILLAGE,THE ROADWAYS,SIDEWALKS,AND CURB PRIOR MATERIALS THAT MAY REMAIN AND RE-GRADE TO THE VOLUME AND &INSPECTIONS COMMENTS
ROADWAY: CONTOURS INDICATED.THE INSIDE SLOPES OF THE SKIMMER SEDIMENT
D cM D A CONCRETE MONUMENT,RAV MONUMENT AND GUTTER WILL BE INSPECTED BY VILLAGE OF CLEMMONS STAFF.ANY DEFECTS OR GENERAL NOTES INITIAL EROSION CONTROL CONSTRUCTION SEQUENCE BASIN SHALL BE STABILIZED WITH NORTH AMERICAN OF
GREEN 575 EROSION
1. EXISTING PUBLIC SIDEWALKS MUST REMAIN ACCESSIBLE FOR PEDESTRIAN ACCESS DAMAGES WILL BE REQUIRED TO BE REPAIRED TO THE VILLAGE OF CLEMMONS 3 100%CD SET 11/17/23
THROUGHOUT CONSTRUCTION. RECOMMENDATIONS. 1. TOTAL SITE AREA=6.62 ACRES. 1. OBTAIN GRADING/EROSION CONTROL PERMIT AND PLAN APPROVAL FROM THE CONTROL MATTING UPON COMPLETION OF CONSTRUCTION-(8.84)
wen • 2. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR PROVIDING A TRAFFIC CONTROL PLAN 9. ALL STORM DRAINAGE BOXES OUTSIDE OF THE RIGHT OF WAY SHALL BE OPEN THROAT FORSYTH COUNTY INSPECTIONS DIVISION. OH NEW COIR,JUTE OR BURLAP BAFFLES-(6.65) 4 INSPECTIONS COMMENTS 12/4/23
T .-. SIGN FOR ANY WORK WITHIN VILLAGE POINT DRIVE FOR APPROVAL WORK DONE WITHOUT INLETS WITH A 6"THROAT.ALL STRUCTURES GREATER THAN 4'IN DEPTH SHALL BE A 2. TOTAL DISTURBED AREA=6.35 AC.(276,705 SF). JJ��
NOTIFICATION TO THE PUBLIC WORKS DEPARTMENT SHALL BE SUBJECT TO PENALTIES PER MINIMUM OF 31X3'(INTERNAL)AND HAVE STEPS.ALL THROAT INLET SLAB TOP LIDS SHALL 2. CONTACT EROSION CONTROL INSPECTOR TO ESTABLISH A MANDATORY 611 OI NEW TEMPORARY SKIMMER DEVICE TIED TO EXISTING STORM MANHOLE.
Oq° TREES THE VILLAGE CODE OF ORDINANCES.ALL STREET CUTS REQUIRE A'STREET CUT PERMIT.. HAVE ACCESS MANHOLE LIDS AS WELL 3. ALL UTILITIES OR STRUCTURES NOT DESIGNATED FOR REMOVAL OR PRE-CONSTRUCTION CONFERENCE AND AN INSPECTION SCHEDULE. mm PROSPECT PRIOR CONNECTIONS THAT MAY BE RE-USED OR CORE NEW HOLE
MODIFICATION ARE TO REMAIN AND BE PROTECTED.ALL UTILITIES OR AS NEEDED.
7 • THRUST BLOCK,PLUG,REDUCER 3. ALL SIDEWALKS,ROADS,CURBING AND DRIVEWAYS SHALL BE CLEANLY SAWCUT AT A 10. NO UTILITY FEATURES(METER BOXES,VALVES,MANHOLES,CLEANOUTS,COMMUNICATION STRUCTURES DESIGNATED FOR MODIFICATION SHALL BE PROTECTED BY 3. INSTALL TEMPORARY CONSTRUCTION ENTRANCE.
• JOINT AND REPLACED IN FULL SECTIONS.NO PARTIAL SECTIONS WILL BE ACCEPTED. BOXES,HYDRANTS,ETC.)SHALL BE PLACED WITHIN THE SIDEWALK.ANY FEATURES WITHIN THE CONTRACTOR DURING CONSTRUCTION. O TEMPORARY EMERGENCY SPILLWAY-UTILIZE EXISTING STORM MANHOLE.
D el KEY NOTE NUMBER 4. COORDINATE ALL SIDEWALK CUTS AND REPAIRS WITH UTILITY INSTALLATIONS. THE SIDEWALKS SHALL BE REMOVED AT THE CONTRACTOR/DEVELOPER'S EXPENSE PRIOR 4. CLEAR SITE ONLY AS REQUIRED TO ALLOW INSTALLATION OF INITIAL EROSION REMOVE EX.LID AND REPLACE WITH TEMPORARY GRATE.
5. DETECTABLE WARNING TRUNCATED DOMES PER ADA REQUIREMENTS SHALL BE PROVIDED TO ISSUANCE OF A CERTIFICATE OF OCCUPANCY. 4. THE LOCATION OF ALL EXISTING UNDERGROUND UTILITIES IS APPROXIMATE. CONTROL MEASURES.
O STORM DRAINAGE STRUCTURE NUMBER AT ALL CROSSWALKS AND HANDICAP RAMPS. 11. STOP AND STREET SIGNS ARE REQUIRED AT STREET INTERSECTIONS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR FIELD VERIFYING ALL ) • O NEW TEMPORARY DIVERSION BERM(fi.20)
ILLUSTRATED UNDERGROUND UTILITIES AND PROPOSED UTILITY 5. INSTALL PERIMETER CONSTRUCTION FENCING AND PROVIDE TEMPORARY
�3 SANITARY SEWER STRUCTURE NUMBER 6. ANY STREET MARKINGS DAMAGED DURING SITE CONSTRUCTION WILL BE STORMDRAINAGE AND STORMWATER MANAGEMENT: CROSSINGS.THE CONTRACTOR SHALL EXERCISE REASONABLE EFFORTS TO NOTIFY ENGINEER CONSTRUCTION ENTRANCE. O EROSION CONTROL MEASURES SHOWN WITHIN WOODED AREAS SHALL BE
REMOVED/REPLACED BY THE GENERAL CONTRACTOR PER NCDOT STANDARDS PRIOR TO 1. ASBUILT INFORMATION FOR BOTH THE STORMWATER SCRs AND THE STORM DRAINAGE PROTECT ANY UNKNOWN UNDERGROUND UTILITIES. PHASED-IN WITH TREE REMOVAL.
THE ISSUANCE OF A CERTIFICATE OF OCCUPANCY. IMMEDIATELY IF ANY ELEMENTS ARE DISCOVERED THAT WOULD EXISTING
STORM DRAIN LINE SYSTEM WILL BE REQUIRED BEFORE FINAL INSPECTION AND APPROVAL.THE ENGINEER OF NECESSITATE DESIGN REVISIONS. U. EXCAVATE FOR SEDIMENT STORAGE BEHIND SEDIMENT FENCE. EXISTING TREES TO BE REMOVED.COORDINATE WITH OWNER AND
7. ALL PUBLIC STREETS(TURN LANES)MUST MEET NCDOT STANDARDS AND SPECIFICATIONS. RECORD WILL NEED TO REVIEW THE ASBUILTS AND UPDATE ALL HYDRAULIC MODELS TO I I LANDSCAPER FOR TREE REMOVAL THROUGH BUFFERYARDS.
S -S S- SANITARY SEWER LINE 8. ROADWAY ACCEPTANCE CHECKLIST: THE ASBUILT INFORMATION AND SUBMIT FOR REVIEW PRIOR TO ISSUANCE OF A C.O.
5. A CITY OF WINSTON-SALEM INSPECTOR SHALL BE PRESENT WHEN 7. EXCAVATE VOLUME AND INSTALL INLET PROTECTION AROUND EXISTING INLETS. CONDITIONS A N D
W -W-W- WATER LINE a. PROOF ROLL SUB-BASE WITH VILLAGE OF CLEMMONS STAFF PRESENT. 2. ASBUILTS SHALL INCLUDE IMPERVIOUS COVERAGE,TOPOGRAPHY,BASIN PARAMETERS, TERMINATING WATER AND SEWER CONNECTIONS.ALL CONSTRUCTION, THE INLETS SHOULD INITIALLY BE PROTECTED WITH WIRE U GRAVEL INLET
b. PROOF ROLL STONE BASE WITH VILLAGE OFCLEMMONSSTAFFPRESENT. INVERTS AND ELEVATIONS OF STORM STRUCTURES AND PIPES,ETC. MATERIALS,AND SANITATION PROCEDURES SHALL MEET OR EXCEED THE PROTECTION.THEN THE INLETS THAT ARE IN PAVED AREAS OR IN CURBING WILL NEED STAGE 1 EROSION
REQUIREMENTS OF THE NORTH CAROLINA PLUMBING CODE AND THE CITY
G -G-G- GAS LINE c. PROVIDE A CERTIFICATION LETTER SEALED BVAPROFESSIONAL ENGINEER WITH 3. CONTRACTOR/DEVELOPER SHALL BE RESPONSIBLE FOR PROVIDING CCTV FOOTAGE OF OF WINSTON-SALEM STANDARDS,SPECIFICATIONS AND DETAILS. TO BE SWITCHED TO THE SILT SACK METHOD ONCE THE PAVING AND CURBING IS
SUB-BASE DENSITIES,STONE DENSITY,AND ASPHALT THICKNESSES WITH A BORING ALL DRAINAGE PIPES AFTER LAYING AND AFTER BINDER ASPHALT COURSE AND ROLLING POURED.
0 -O-O- OVERHEAD UTILITY LINE LOCATION MAP OF ALL ROADS. IN.CCTV FOOTAGE SHALL BE PROVIDED TO VOC STORMWATER STAFF FOR REVIEW AND 6. NO SIGNAGE SHALL BE REMOVED TEMPORARILY OR PERMANENTLY FROM CONTROL PLAN
APPROVAL. 8 BEGIN SITE GRADING
THE PUBLIC RIGHT-OF-WAY.SIGNAGE SHALL BE PROTECTED DURING ALL . .
U -UF UE- ELECTRIC(UNDERGROUND) U. PUBLIC ROADS MUST MEET NCDOT STANDARDS FOR PUBLIC STREETS. 4. PRIVATE ROOF DRAINAGE PIPING SHALL BE SCHEDULE 40 PVC,SMOOTH INTERIOR WALL CONSTRUCTION ACTIVITIES.ANY SIGNS DAMAGE DURING CONSTRUCTION GRAPHIC SCALE
8. ALL CONCRETE SIDEWALKS AND THE DRIVEWAY APRON/APPROACH SHALL BE MINIMAL 3500 MATERIAL.SINGLE WALL BLACK PLASTIC PIPE WILL NOT BE ACCEPTED. SHALL BE REPAIR OR REPLACED AT CONTRACTORS EXPENSE.
T -UT-UT- TELEPHONE(UNDERGROUND) Ei
20 a m teo
PSI CONCRETE. 5. THE CURRENT OWNER OF THE PROPERTY T(AT ANV TIME)ISE RESPONSIBLE FOR PROVIDING - Il
FO -FO�O- FIBER OPTIC CABLE 7. IT IS RECOMMENDED TO INSTALL THE BINDER COURSE OF THE ROAD ONLY DURING ATHIRD-PARTY ANNUAL SCM INSPECTION TO THE VILLAGE OF CLEMMONS. SEDIMENT IN PUBLIC I CANS ALSTSO RESULTTS IS INOFF NOTICEOE L!, 111
11
CONSTRUCTION.THE FINAL SURFACE COURSE OF ASPHALT SHOULD BE APPLIED UPON SEDIMENTATION.THIS ALSO IN
RL -RL-RL- DOWNSPOUT DRAIN PIPING
OF REQUIREDVIOLATION FROM CITY ELOF CLEAN UP OFFSLEM.IT IS ( IN FEET 1
TO IMMEDIATELY CLEAN UP OFF-SITE C 1 0 1
SEDIMENT IN THE PUBLIC STREETS IF IT OCCURS. 1 inch= 40 ft
I I I I I I I I I