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MOUNT HOPE ESTATES - PHASE 3 ENSURE
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MOUNT HOPE DRIVE
3409 UNION GROVE RD.
WINSTON-SALEM) NORTH CAROLINA 27107 WINSTOE:(70) 62-501127
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SHEET INDEX
704-562-5012
Sheet Number Sheet Title
C COVER
[e-mail] C1.0 SITE PLAN
C.0 EROSION CONTROL PLAN-INITIAL
C2.1 EROSION CONTROL PLAN-INTERMEDIATE
C2.2 EROSION CONTROL PLAN-FINAL
C3.0 EROSION CONTROL DETAILS
C3.1 EROSION CONTROL DETAILS
C3.2 EROSION CONTROL DETAILS
C4.0 GRADING AND DRAINAGE PLAN
C5.1 MOUNT HOPE DRIVE PLAN&PROFILE STA.5+00-16+00 PROJECT NO.:2022.03
C5.2 MOUNT HOPE DRIVE PLAN&PROFILE STA.16+00-END SCALE:N.T.S.
C5.3 WHEELCREST CT.PLAN&PROFILE
C6.0 SANITARY SEWER OUTFALL A PLAN&PROFILE DRAWN BY:MRH
C61 SANITARY SEWER OUTFALL B PLAN&PROFILE CHECKED BY:JLW
C7.0 OVERALL UTILITY PLAN DATE:6/15/2023
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ZONING DENSITY CALCULATIONS DEVELOPMENT DATA:PHASE 3 T, s�� i./ 77 !'�i •\3 \ N \
EXISTING ZONING RS9 #OF UNITS OR LOTS 61 LOTS -� \-®
1.PARCEL ID 8832 71 0209.000 \ i6 ...
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PROPOSED ZONING:RS9(PRD) DENSITY:2.21 LOTS/ACRE SITE AREA:z27.6*ACRES / \ a•.p�r \ �.
PROPOSED USE RESIDENTIAL SINGLE-FAMILY 2.PROPERTY OWNER:ENSURE DEVELOPMENT,LLC 'TT-
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USE UDO TERMINOLOGY SITE ADDRESS MOUNT HOPE DRIVE I / \\ Fii
WINSTONSALEM,NC 27107 1 J kil
INFRASTRUCTURE PROPERTY INFORMATION 15 ' \ \
WATER: X PUBLIC PRIVATE PIN#S:6832-71-0RMATI0 ...,
3.ZONINGJURISDICTION:WINSTON-SALEM NOTES:
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SEWER: X PUBLIC PRIVATE4.EXISTING RS9-PRD wy ... \ \'
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rr-S1 HEE HARM,. EXISTING USE.VACANT • STREET TREES AND SIDEWALKS SHALL NOT BE INSTALLED AT TIME OF .66'STREETS: X PUBLIC PRIVATE D I \ WETLANDS
PROPOSED USE SINGLE FAMILY RESIDENTIAL CONSTRUCTION,AND IF REQUIRED SHALL BE PAID A FEE IN LIEU.
PROPOSED USE:SINGLE-FAMILY(RESIDENTIAL) f�• 4411,
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5.SETBACKS: \ �{ ,i{, PROJECT NO.:2022.03
SITE SIZE AND COVERAGES PARKING CALC: 2 SPACES/LOT FRONT-20'
REQUIRED PARKING:122 SPACES REAR 30'BETWEEN UNITS SCALE 1'=60'
PHASE 351TE ACREAGE:t27_60 ACRES SIDE=10'BETWEEN UNITS(14'IF LESS THAN 1500 GPM FIRE FLOW) {B ��, p
PARKING PROVIDED:122 SPACES ' , DRAWN BV:MRH
SITE COVERAGES: SIDE STREET=10' ! �• �•
6.GARBAGE COLLECTION FOR THIS SITE WILL BE ROLL-OUT ONLY. -• n ME�F. -
BUILDING TO LAND: N/A :::::::ADING
N/A � CHECKED BY: LW
CONTAINERWILLBE ,5' I (}- _ - -_tt ••1l.,�'I -
7.THIS SITE WILL HAVE PUBLIC WATER AND SEWER SERVICE THAT DATE:6/15/2023
BUILDING SETBACKS COUNTY UTILITIES. ���
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CT, ADJOINING ZONING:RS9(EAST SIDE ONLY) 8.THIS PROPERTY HAS PORTIONS LOCATED WITHIN A FLOOD HAZARD EX.S.MAIN STREET
FRONT: 20'(FRONT LOAD GARAGE( ZONE AS PER FEMA FLOOD PANELS 3710683200J
,DATED:01/02/2009
-p REAR: 30'SPACING BETWEEN UNITS TYPE REQUIRED:30'TYPE II BUFFERYARD SHEET NO:
SIDE 10'SPACING BETWEEN UNITS 9.STORMWATER:PHASE 3 OF MT.HOPE SUBDIVISION IS GRANDFATHERED GRAPHIC SCALE I �) I
(14'IF LESS THAN 1500GPM FIRE FLOW) FROM THE STORMWATER REQUIREMENTS SINCE THE ENTIRE SUBDIVSION � I
WIDTH PROVIDED:30'
(n FENCE OPTION:_YES X NO WAS PLATTED PRIOR THE THE PHASE II REQUIREMENTS. W O 30 60 120 240 - I I I
10.COMMON OPEN SPACE: T I I ( I I STREET UTILITYDESIGNAPPROVED !0
COMMON OPEN SPACE REQ'D:10%;1,202,256 S.F.x 0.10=120,225.E S.F. 11 ( ' ) I I -y-- STREETS&DRAINAGE
WATERSHED CALCULATIONS:N/A COMMON OPEN SPACE PROVIDED(COS 1):535,352.4 S.F.
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PROJECT NARRATIVE:. ` ��v \� y ° z� \ a v DBZONirrd�pp V�� Z
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PHASE 3 OF MT HOPE SUBDIVISION WILL CONSIST OF CONSTRUCTING THE FINAL PHASE OF THE /� \\ O I \ \\\" \\ \ti\ �`� �`. 1\ \ \ \ 12D" °„\ ` p d, \ \ (\ (\\ \\\ n J
APPROVED PRELIMINARY SITE PLAN FOR MT.HOPE ESTATES.THIS PHASE SHALL CONSIST OF \ // ._ \\\\ �\ l-� \.�\ `\ ,,,,,\\ \T / 1 ( ) o/ l Q ' e qe..- , \ }\ \ \ \\\ `) G I W
2280t L.F.OF CITY OF WINSTON-SALEM CURB AND GUTTER STREETS WITH PUBLIC WATER AND \ \ \\ \r\\\\\ \,� \ \ v l /v / 1 l q q \ \ , \ I \\lI\ J O
SEWER,AND CONTAIN A TOTAL OF 61 LOTS MEETING THE REQUIREMENTS OF THE APPROVED PRD \ \ ` \ -'-', \\ \` \\ \ \ I `1 ( 4 o q4, + \<, \ \
SITE PLAN. J \\ \\ \ _ \ $ - \\\ \ � \ \t \i \\ \ `•) Q
GENERAL CONSTRUCTION SEQUENCE/NOTES: \ \\\\ \\ ( \ `` \\`-\ .` \ \ p q ,, \\\\\ \� w
1.OBTAIN GRADING/EROSION CONTROL PLAN APPROVAL AND PERMIT FROM THE CITY OF WINSTON-SALEM \\\2 /r_'` \ j ) l \ \ 5- / ,-1 j0 \ Yq e" o \ \ \ \'\�` \\\\\\ \ I- z
INSPECTIONS \ �_j x\ 0" /\ \\ �-�. f 650 ' \ / \ \ ,k I 69>, \ I \'\r \\\\\\ Q O
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2 CONTACT EROSION CONTROL INSPECTOR TO ESTABLISH APRE-CONSTRUCTION CONFERENCE AND \\�\\\ ._ 00' \ - \ ......... \ \\ \\ \\ \ [CI (n
INSPECTION SCHEDULE. % \ -- "\\ \ _ T� - \d \ N_ • o \, \ •
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SELF-INSPECTION--EFFECTIVE OCTOBER 1,2010,PERSONS CONDUCTING LAND-DISTURBING ACTIVITIES, \ \ \ 'a,
'h \\\\\\�� '`\ p�\ \ Y - 4 \ \\-. .•ED D& E[�W/ �° 14ea _ \• \/-^ \\\\\ \ V J > U
LARGER THAN ONE(1)ACRE,MUST INSPECT THEIR PROJECT AFTER EACH PHASE OF THE PROJECT,AND - _1 \I I O `"\ \\\ \"\ \ \\\\ r •.•� , `y\ - N.''0 5-0' 'at • o'o 1 I \\ \\0
I 45 y\ \ LIMITS QF D t e \
DOCUMENT THE INSPECTION IN WRITING ON APPROVED FORMS AVAILABLE FROM THE CITY OF _- \ ---- \ •i ` \ -
WINSTON-SALEM INSPECTIONS OFFICE. -I\ I 6. / \ \\\\ \ \ \ - PI /•V. A. .. \,° r
D 7CR NCE�LS � \&S \
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I � Z� TEMPOR� 1�SILT � > A 7
THE PHASES ARE AS FOLLOWS -'1 I / / l \ \\\�I\ \\ \ \\:\ , �(.P)- \ - i \ -- �`d / xi \) \\\ \ `
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A �I \Vv��2' AAA. v V A .FENCE W/s NEL'''.-- 1 v > V A r / \I \ \
tl . 1,..-_,,___--,--.,._, A V y ouT T ino o.c. -. i ` ��\ W 0_
1.INSTALLATION OF PERIMETER EROSION AND SEDIMENT CONTROL MEASURES. III1 \\\\\\ \ � \\ /� (\ -\ - L- " {- 1 q'e \> -_ I \\\\\\ \ a
2.CLEARING AND GRUBBING OF EXISTING GROUND COVER. I ` \\ \��\ \ \\ � 'ry • \ ` m --J \ \ \ \� (/)
3.COMPLETION OF ANY PHASE OF GRADING OF SLOPES OR FILLS. �� 11 ' 44 �\ \�\� \\� \ \ \ j3202 1 \ \ \ \ \ �\ \ V\ \\\ /�\ O _0
4.INSTALLATION OF STORM DRAINAGE FACILITIES. 91�` O \ \\ \\\\\ \ `-� ` _ I ` \ ^/ mL \\ `•, \ I ] N\\ \ \\\\\\ 0
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5.COMPLETION OF CONSTRUCTION OR DEVELOPMENT. _ I 11 I ^ / ` \ \ \\\ ``��\\\ \•• \ \ I \, \ \ ` \ Q '' \ \\ \ \\\ I H..�
6.ESTABLISHMENT OF PERMANENT GROUND COVER SUFFICIENT TO RESTRAIN EROSION. I_- �' \ \\\ \\ • \ S - f ' ` I •1, I\ \ p \ \ ., \\ z
3.CLEAR SITE ONLY AS NECESSARY TO INSTALL INITIAL EROSION CONTROL MEASURES AS \ \ i_\\\`` \ ` \ `, -, I. \� `'/ ) \ ,L ' �\ \\ \ .Calm I \\ \\\ \ I-
FOLLOWS: I N' M'I -. 130. _� VA\��A , i C_ I I' "'���'0 `�Vp A A \ \ J
A.TEMPORARY CONSTRUCTION ENTRANCE/EXIT \ ^ 1 \\‘.,,,`,:\,`..„,- _ \ \ \ -f \ f " \ \ \,\ \ \ \\\\ \ L 0
B.TEMPORARY SEDIMENT BASINS OR TRAPS(FOR SITES OVER I AC,OUTLET STRUCTURES 7. PRIOR TO THE CONTRACTOR DEMOBILIZING FROM THE SITE(AT APPROXIMATELY 45 DAYS PRIOR TO `11 \� \ oY \ \\\ \\\\' `sy Y��_, ` ` „ \\ �j. /)� ) / I //• li\ " \ C \\ \
[SKIMMERS]THAT ONLY WITHDRAW WATER FROM THE SURFACE OF THE BASIN,SHALL BE UTILIZED. DEMOBILIZATION),THE FINANCIALLY RESPONSIBLE PARTY(OR THEIR DESIGNEE)WILL NOTIFY JOE \'o \\\ \ \ 'I9!E F-• �." \II P1\ oe.3 I may- - \\ \\\\ D
NO SEDIMENT TRAPS OR ROCK DAMS ALLOWED). FOGARTY(CITY OF WINSTON-SALEM STORMWATER ENGINEER,336-747-6961)AND THE DESIGNATED GENERAL NOTES: �'!k\\....\,\\\\ L i` \ ` - EMP-ojs )-:D V - / �'/II -- < \\
C.TEMPORARY DIVERSION BERMS EROSION CONTROL INSPECTOR OF THEIR ANTICIPATED DATE TO LEAVE THE SITE.AN ON-SITE INSPECTION \\ \ \\ � " /, \\ \\\ O
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D.TEMPORARY SILT FENCING WILL BE CONDUCTED PRIOR TO THE LEAVE DATE BY MR. A AND THE DESIGNATED EROSION 1.TOTAL ACREAGE=127.8 ACRES �\\\ \ `� _ _ �' `- ) / \ \ \ p •'';\ \\ \\ co
CONTROL INSPECTOR TO MAKE CERTAIN ALL ACTION ITEMS HAVE BEEN ADDRESSED BY THE CONTRACTOR. '\\\ \\ ` �� -\ AMS C PO'•,C°;/� \ / �> I \\ 5
SEED EMBANKMENTS AND DISTURBED AREAS OF DEVICES(INCLUDING"CLEAN"WATER 2.DISTURBED AREA-±16.70 ACRES \ �` \ I / I \ \ L
DIVERSION)UPON COMPLETION OF CONSTRUCTION.SEE GROUND STABILIZATION CRITERIA 8. CONTINUE TO MAINTAIN EROSION CONTROL MEASURES UNTIL VEGETATIVE COVER HAS BEEN IMPERVIOUS COVERAGE:5.69 ACRES \ , \ ,) ( I / - -- \ I" ` \\
BELOW FOR MORE INFORMATION. ESTABLISHED OVERALL DISTURBED AREAS AND SITE HAS BEEN STABILIZED.REMOVE EROSION CONTROL \\\ N- -- ///01 \ \ \ �t:I -p \\\
MEASURES ONLY AFTER FINAL INSPECTION AND APPROVAL BY INSPECTOR. 3.SURVEY&TOPO INFORMATION FROM: \ o / / / / / \ I\ ` \\\\
4. BEGIN CLEARING,GRUBBING,AND STRIPPING OF SITE AS REQUIRED.EARTHEN-MATERIALS COE FORESTRY AND LAND SURVEYING \ + / " MFER ASN `" \ - REVISIONS
MAINTENANCE PLAN: j \
- \-
STOCKPILES R ANODLMOLI IDISTRIBUTIONDEBRIS,
gNSTRU TION AREAS DEDICATEDASTE,FOR MANAGEMENTRDOUS3T HWE _ - - \
OF LAND CLEARING AND DEMOLITION DEBRIS CONSTRUCTION AND DOMESTIC WASTE,AND HAZARDOUS OR WINSTON-SALEM,NC 27107 \,� -1 CO♦ ES \
1. INSPECT ALL SEDIMENTATION AND EROSION CONTROL DEVICES FOR STABILITY AND FUNCTIONeL -- F ) �• �. �- \\
TOXIC WASTE SHALL BE LOCATED AT LEAST 50 FEET AWAY FROM STORM DRAIN INLETS AND SURFACE 336-769-0673 `
EACH WEEK AND FOLLOWING EACH RAINFALL EVENT. ` \�t� / �'t5 u.,:•"' \ \
WATERS(UNLESS IT CAN BE SHOWN THAT NO OTHER ALTERNATIVES ARE REASONABLY AVAILABLE),AND \ J 1. /\` \ / .y %
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WITHIN AREAS PROTECTED BY EROSION CONTROL MEASURES. 2. REMOVE SILT/SEDIMENT FROM TEMPORARY DEVICES WHEN ACCUMULATED VOLUME HAS 4.LATTITUDE:36.001355 LONGITUDE:-80.226665 '� - ,f �• � -` 1?O V v \\� \\
REACHED 50%CAPACITY. ( s. ii S.5. BEGIN SITE GRADING.MAINTAIN EROSION CONTROL DEVICES IN ACCORDANCE WITH THE 5.NEAREST RECEIVING WATERBODY NAME:LEAK CREEK x)
MAINTENANCE PLAN.INSTALL ADDITIONAL EROSION CONTROL MEASURES AS REQUIRED. RIVER BASIN:YADKIN PEE-DEE � .��` ^�\ y� �v9:p4 � ' �•
3. REMOVE ACCUMULATED SILT/SEDIMENT FROM BEHIND TEMPORARY SEDIMENT FENCE WHEN WATERBODY INDEX:12-9413-7 \ C F
11
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DEPTH EXCEEDS APPROXIMATELY 0.5'.REPAIR AND REPLACE SILT FENCE AS NECESSARY.
6. INSTALL STORM DRAINAGE SYSTEM AND UTILITIES.STORM PIPING SHALL E INSTALLED THE POINTCLASSIFICATION:C
\ '\ IIII 1
WHERE IT ENTERS EACH DEVICE COMPLETION OF PIPING WILL ONLY BE ALLOWED ONCE THE SITE HAS BEEN \\\ �� \- JL I\ H
4. SEED AND STABILIZE TEMPORARY DIVERSION BERMS IMMEDIATELY AFTER CONSTRUCTION \ / ,
DEEMED STABLE BY THE EROSION CONTROL INSPECTOR.INSTALL PROTECTION AROUND ALL INLETS AS 6.SEE SHEETS C3.0-C3.2 FOR EROSION CONTROL DETAILS /A j\\ a , 1� ,1
INCLUDING•CLEAN"WATER DIVERSION BERMS.RE-GRADE/REPAIR BERMS AS REQUIRED. V
STORM DRAIN SYSTEM IS INSTALLED. \ \ • - \ \\ �,�
7.PLAN APPROVAL IS BASED UPON THE EXISTING SITE \ Y"
5. CONTRACTOR SHALL APPOINT AN ON-SITE INSPECTOR AND MAINTAIN RECORDS OF INSPECTIONS IN \ \ -_ _ \
......
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SITE AREA DESCRIPTION STABILIZATION TIMEFRAME CONDITIIONS.ADDITIONAL MEASURES MAY BE REQUIRED IF THE `\
STABILIZATION TIMEFRAME EXCEPTIONS ACCORDANCE WITH THE PROVISIONS OF THE GENERAL NPDES STORMWATER DISCHARGE PERMIT FOR '/\* ` �� ii1.
CONSTRUCTION ACTIVITIES. PROPOSED MEASURES CAN NOT FUNCTION AS INTENDED. 1 O� - \ \ , iii V
PERIMETER DIKES,SWALES, 7 DAYS NONE '^\ {�
DITCHES•8 SLOPES 1 I 1 1.1\\ \ \. \ \ \ \\\
IF SLOPES ARE 10'OR LESS IN LENGTH SITE SPECIFIC CONSTRUCTION SEQUENCE/NOTES: LEGEND \�/o I/ II\\ \ •\ �' R � \ \ •]-
SLOPES STEEPER THAN 3:1 7 DAYS BARE NOT STEEPER THAN 2:1, TEMPORARY DIVERSION DITCH E� E� E- E� / ` \ / l\A
14 DAYS ARE ALLOWED 1.AFTER PLAN APPROVAL AND PRIOR TO THE PRE-CONSTRUCTION MEETING,DEVELOPER OR / `� \ �\''lrnk• --.- ' \
CONTRACTOR SHALL APPLY FOR AND OBTAIN CERTIFICATE OF COVERAGE FROM NCDEQ-DEMLR USING I / - _
7 DAYS FOR SLOPES>50 FEET >•X�-� I•'•"6: /// 1 �. \ \ � - a
HICOVERAGE.ONLINE
RU TIO FORM.THERE ISANANNUALPERMITRENEWALCHARGE ASSOCIATED WITHT THIS _SLOPES 3:1 OR FLATTER 14 DAYS STABILIZED CONSTRUCTION ENTRANCE • .I Z y \ \
IN LENGTH ��• � i �
INSTRUCTIONS FOR RENEWAL ARE ON THE NCDEQ-DEMLR WEBSITE. I� ��_ _�% 1 ^�
ALL OTHER AREAS WITH \fie �� PROJECT NO.:2022.03
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14 DAYS NONE - \ /\ \ \.N.
` \ F ;��
SLOPES FLATTER THAN 4:1 2.ONCE CERTIFICATE OF COVERAGE HAS BEEN OBTAINED,CONTACT NCDENR AND THE CITY OF LIMITS OF DISTURBED AREA ti / \ ,__ \ . -
WINSTON-SALEM FORA PRE-CONSTRUCTION MEETING. � 1, - SCALE:1"=60'
SILT FENCE WISTONE OUTLET ��)(�I • \ ` \ /"' ✓\ \ ) •Y Y " f sue' -`
3.INSTALL STABILIZED CONSTRUCTION ENTRANCE/EXIT. _m_�.1\� C r - _ •I DRAWN BV:MRH
'2 P-ss--ss`- /
4.CLEAR AND GRUB AREAS REQUIRED FOR INSTALLATION OF 36'RCP CULVERT AT STREAM CROSSING, WS/FC EROSIQDI-�ONTR ICE - i is r n tt"Y', I -• CHECKED BY:JLW
USING COFFER DAMS AND PUMP AROUND METHODS TO INSTALL THE PIPE AND HEADWALLS. HARDWARE CLOTH 8 GRAVEL INLET PROTECTION \ \ - .............................,
PLANS APPROVE-I)FOR N UCTI fl-�\ \ \ C \ is DATE:6I15/2023
5.CLEAR AND GRUB REMAINING AREAS REQUIRED FOR INSTALLATION OF EROSION CONTROL DEVICES �- \ \ \ L
V.CONTRACTOR IS FULLY RESPONSIBLE FOR CONTACTING ONLY. ROCK CHECK DAM a This plan com II S with Ch er ,Se n 4- rosion\Control \ \ ti ``
-d APPROPRIATE
OCATEDPRIORTOBEGINNINGCONSTRUCTION. 6.IF DRY CONDITIONS PERSIST DURING THE PROJECT,DUST CONTROL METHODS SHALL BE UTILIZED IN of the Winster 'Sale rs ounty nt 1
1311 . zl.oORrSo7oR IS REsrorvsBLE FOR PLACING BARRICADES ACCORDANCE WITH THE SPECIFICATIONS ON SHEET C3.1. Ordinance. print_e Of the p fJFOV -TDTGFLAG E TG AS NECESSARY TO INSURE SAFETY GRAPHIC SCALE i�-_---_� _ _ SHEET NO:
,:,_ 7.INSTALL PERIMETER TEMPORARY SILTFENCEW/STONEOUTLETSASSHOWN. be kept on on si e of ewhenlins�Iling ( _
U \�/ A RDLN DEPARTMENTDFTR TRANSPORTATION NORTH 20 zw required ero4ioq SOD m ur \ -----
W / AVEMENT CONCRETE OR 8.INSTALL SKIMMER BASINS 2,3,4,8 5 W/COIR MESH BAFFLES,THEN CONSTRUCT TEMPORARY DIVERSION ` - -^I-' -��+J--r-I 1\ \\ 1 ` � \ . / ( c�----- _
DITCHES W/ROCK CHECK DAMS TO DIRECT RUNOFF S BASINS.ALL BASINS SHALL BE DEWATERED FROM L!, - ^�\ •0
I.7 q.SHORINGWU.BEACMMNI ACCORDING TOHA TRENCHING THE TOP WHEN PER FORMING MAINTENANCE R NOFF T CLOSE-OUT OF BASIN.BA 5 ( I \ �� `/v'-LJ
cD Know what's below. STANDARDS PART 1926 SUBPART P,DR AS ANMENDED. (IN FEET)
9.OBTAIN APPROVAL FROM DESIGNATED EROSION CONTROL INSPECTOR PRIOR TO GRADING OPERATIONS.
N Cal before you dig. 1 inch= 60 ft matthewo
10.SEE SHEET C2.1 FOR CONTINUATION. 6/29/2023 2:43:43 PM

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PROJECT NARRATIVE:. ` \ \ a7 \ \ \Q` _ / A ���r� i I w
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PHASE3OF MT.HOPE SUBDIVISION WILL CONSIST OF CONSTRUCTING THE FINAL PHASE OF THE I\ \ \ ` - \r\\\\. 1 \-�\\\\ \ \ \ \ ,I I \ \\ \\ ��Q \ ) \ \ J I\\ll\\ \�\I� w O CI
APPROVED PRELIMINARY SITE PLAN FOR MT.HOPE ESTATES.THIS PHASE SHALL CONSIST OF J \ \ • \ \\ ` \ ` /B \ \\
22601LF OF CITY OF WINSTON-SALEM CURB AND GUTTER STREETS WITH PUBLIC WATER AND ^ \� ‘� 1\\\ `\\\ \\ �\�\�, • �• \ \ ` I \ \„.(..
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SITE
ER,AND
CONTAIN A TOTAL OF 61 LOTS MEETING THE REQUIREMENTS OF THE APPROVED PRD / N \\�\ \\JI\\\\\�\\p : I � �4 I �\ •r )\-t \ NETA"'\\\ l \ /-• �.-. r ��� �\ , \ \ \ \ -q�, \\\\\\ \( I- H Q
GENERAL CONSTRUCTION SEQUENCE/NOTES: \\\\ \ 48 / 1 \ \\\ \ ` \ \ ��� \\\\\ \ 00 w
, V\ v �.• v vv ��V 1 �v \\, j' ATV\VA Z Z
,OBTAIN GRADING/EROSION CONTROL PLAN APPROVAL AND PERMIT FROM THE CITY OF W INSTON SALEM ` \ \1 \ mac;,; \ riff. \ \ -
INSPECTIONS. ` \R -/ \4\\\\\`' 1\ \: ��'� 1 \ \ \ ` \ .\\ ` \\ \ , \\\ \I\\ O W > 0
1 \\�\\`�. \\`� Aar. LIMITS OF �r....� T \\ \ 4,\
Sw , /�i / `\\ \' Z� \\1\\\ \ U N
2 CONTACT EROSION CONTROL INSPECTOR TO ESTABLISH A PRE CONSTRUCTION CONFERENCE AND \ \ ~ ( \ "\ ' \ 1
INSPECTION SCHEDULE I y/ \ \\ \\\/'\\ \ \ „� J , s " \ / I \\o \
SELF INSPECTION EFFECTIVE ER 1 2010 PERSONS CONDUCTING LAND DISTURBING ACTIVITIES, --- \ \ \II I 45 /^ \`\\ \\\ �n \ 'r\\\\ :6 \URBANCE TEMPORARY SILT 11• t \ ,/ Sfl •'` \ '' \ \ \ atit C I\\\\ \ /'� �J I-
LARGER THAN ONE(1)ACRE,MUST ASPECT THEIR PROJECT AFTER EACH PHASE OF THE PROJECT,AND - / f ( \\\_ \ `- \\\ \ �T'YP.) -. - * ._.\y� \ I • `1 \ ),`� \\ CL L
DOCUMENT THE INSPECTION IN WRITING ON APPROVED FORMS AVAILABLE FROM THE CITY OF I\ \-_ \\ \\\ \\\ y - - FENCE W/STONE _ 1:. !\ 1•Fu \> I\ ) \ 0 Z
WINSTON-SALEM INSPECTIONS OFFICE. \\\ : OUTLETS @ 100'O.C. CB t,.- \ 40r \ , \ \ 0 O 0
THE PHASES ARE ASFOLLOWS I Ii j ) \ -�\\ \\ \\\/+ °p \ \ �1 : \ /l� e \
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1.INSTALLATION OF PERIMETER EROSION AND SEDIMENT CONTROL MEASURES. �. +II.✓ O / _ \\ \�� \\,\\\\ y \: \\\ /` 1 \ / �\ I� 1, \\ \..\ V \\\/(\ z
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2.CLEARING AND GRUBBING OF EXISTING GROUND COVER. _�� [ \. _ \ \\\ \\ \ \ I \ \\
3.COMPLETION OF ANY PHASE INGRADINGOF SLOPES OR FILLS. II II I �- •/ - \ i- \ \\\\ \�� \,:` !! \\�- \ j 1 \ \ \\ \ J O
4.INSTALLATION OF STORM DRAINAGE FACILITIES. _ I _- --\ ' \ \ \ ?p \ t` & \ I `\ \\: \ \ \ Z
s / N
5 COMPLETION OF CONSTRUCTION OR DEVELOPMENT ---�� \ \\ � \ :4 \ \ \ 1'I „.1
-- \y G , \\ \\ CO Et
6 ESTABLISHMENT OF PERMANENT GROUND COVER SUFFICIENT TO RESTRAIN EROSION. ��11)F ]I/I - ^ \ \ -- \\�\\ N L•\C_ v ' in
� /�� I , `\ \ � \\\\\\ D G3.CLEAR SITE ONLY AS NECESSARY TO INSTALL INITIAL EROSION CONTROL MEASURES AS II \ I \ V\\\'• ''''\ \ ;-V`,\;�y \ 1.^ \ \\ 1 / // ///I��� \ 1\ I) \\\\\\ OFOLLOWS: u . oY \ \\ p IrA.TEMPORARY CONSTRUCTION ENTRANCE/EXIT \ ^"`( IL _ \\
B.TEMPORARY SEDIMENT BASINS OR TRAPS(FOR SITES OVER 1 AC,OUTLET STRUCTURES 7. PRIOR TO THE CONTRACTOR DEMOBILIZING FROM THE SITE(AT APPROXIMATELY 45 DAYS PRIOR TO ���\\�\\\ '., I�rL. -\ �'\ (. \��~\\/ �'A / //� !�I \\ \\\[SKIMMERS]THAT ONLY WITHDRAW WATER FROM THE SURFACE OF THE BASIN,SHALL BE UTILIZED. DEMOBILIZATION),THE FINANCIALLY RESPONSIBLE PARTY(OR THEIR DESIGNEE)WILL NOTIFY JOE \\\\ �` / :41:111::::7111, \\\NO SEDIMENT TRAPS OR ROCK DAMS ALLOWED). FOGARTY(CITY OF WINSTON-SALEM STORMWATER ENGINEER,336-747-6961)AND THE DESIGNATED �\\ ,` '4 \ , ``t _TEMPORARY D IVERS I O ) , /J/ ��l / \ , \\ \\
C.TEMPORARY DIVERSION BERMS EROSION CONTROL INSPECTOR OF THEIR ANTICIPATED DATE TO LEAVE THE SITE.AN ON-SITE INSPECTION - ••c N . V� \ '\--DITCH W/ROCK CHECK \ IOC/) / \'` \\\
D.TEMPORARY SILT FENCING WILL BE CONDUCTED PRIOR TO THE LEAVE DATE BY MR.MS AVE AND THE DESIGNATED EROSION \ \ \\ \ ' \ _ \AMS@100=0.C.J I/R PIJ / ` _ l 7` \ \\\\\ REVISIONS
CONTROL INSPECTOR TO MAKE CERTAIN ALL ACTION ITEMS HAVE BEEN ADDRESSED BY THE CONTRACTOR. 'RE/Y ``
SEED EMBANKMENTS AND DISTURBED AREAS OF DEVICES(INCLUDING"CLEAN"WATER t Mass
DIVERSION)UPON COMPLETION OF CONSTRUCTION.SEE GROUND STABILIZATION CRITERIA 8. CONTINUE TO MAINTAIN EROSION CONTROL MEASURES UNTIL VEGETATIVE COVER HAS BEEN -\\ --SKIMMER BASIN. I _ I I \ 1 \\\
BELOW FOR MORE INFORMATION. ESTABLISHED OVERALL DISTURBED AREAS AND SITE HAS BEEN STABILIZED.REMOVE EROSION CONTROL 2 W/COIR MESH P sy�1 _�\' ^\Z C \\\
MEASURES ONLY AFTER FINAL INSPECTION AND APPROVAL BY INSPECTOR. \,•. - -- _W- \ 1
4. BEGIN CLEARING,GRUBBING,AND STRIPPING OF SITE AS REQUIRED.EARTHEN-MATERIALS BAFFLES \�l` \\
MAINTENANCE PLAN: ` / y \ 1
STOCKPILES ON-SITE FOR LATER DISTRIBUTION AND/OR REMOVAL AREAS DEDICATED FOR MANAGEMENT J ~ -� ,
tot
OF LAND CLEARING AND DEMOLITION DEBRIS CONSTRUCTION AND DOMESTIC WASTE,AND HAZARDOUS OR \ (, �= .0. f 162,, ! \\ \\ N\\'l
1. INSPECT ALL SEDIMENTATION AND EROSION CONTROL DEVICES FOR STABILITY AND FUNCTION )(' LG U -
TOXIC WASTE SHALL BE LOCATED AT LEAST 50 FEET AWAY FROM STORM DRAIN INLETS AND SURFACE
p / 1111,,
EACH WEEK AND FOLLOWING EACH RAINFALL EVENT. / ! \ - �� 1 'V V - \\
WATERS(UNLESS IT CAN BE SHOWN THAT NO OTHER ALTERNATIVES ARE REASONABLY AVAILABLE),AND �L\ t.
WITHIN AREAS PROTECTED BY EROSION CONTROL MEASURES. 2. REMOVE SILT/SEDIMENT FROM TEMPORARY DEVICES WHEN ACCUMULATED VOLUME HAS \\: ` �~� \ \
::
5. BEGIN SITE GRADING.MAINTAIN EROSION CONTROL DEVICES IN ACCORDANCE WITH THE REACHED 50%CAPACITY. "I.��: \P < - \\ \
MAINTENANCE PLAN.INSTALL ADDITIONAL EROSION CONTROL MEASURES AS REQUIRED. \ \ :\ : •v litgret �� "- „ 1/ \�\��
3. REMOVE ACCUMULATED SILT/SEDIMENT FROM BEHIND TEMPORARY SEDIMENT FENCE WHEN 1\\ • -----
DEPTH EXCEEDS APPROXIMATELY 0.5'.REPAIR AND REPLACE SILT FENCE AS NECESSARY. `\y
6. INSTALL STORM DRAINAGE SYSTEM AND UTILITIES.STORM PIPING SHALL BE INSTALLED TO THE POINTI\\\ \
WHERE IT ENTERS EACH DEVICE.COMPLETION OF PIPING WILL ONLY BE ALLOWED ONCE THE SITE HAS BEEN \ \ ��
4. SEED AND STABILIZE TEMPORARY DIVERSION BERMS IMMEDIATELY AFTER CONSTRUCTION \\\ ••.e •
DEEMED STABLE BY THE EROSION CONTROL INSPECTOR.INSTALL PROTECTION AROUND ALL INLETS AS \ -\ • : --: \ �\ Iiii
INCLUDING'CLEAN"WATER DIVERSION BERMS.RE-GRADE/REPAIR BERMS AS REQUIRED. \ Y �:n
STORM DRAIN SYSTEM IS INSTALLED. LEGEND '/ \ \ .\ .el° y
5. CONTRACTOR SHALL APPOINT AN ON-SITE INSPECTOR AND MAINTAIN RECORDS OF INSPECTIONS IN - `• \ uil1: c
SITE AREA DESCRIPTION STABILIZATION TIMEFRAME STABILIZATION TIMEFRAME EXCEPTIONS ACCORDANCE WITH THE PROVISIONS OF THE GENERAL NPDES STORMWATER DISCHARGE PERMIT FOR TEMPORARY DIVERSION DITCH E� E� E� E� I I I.\\ \ \ \ .•3 �\' III/ \ \\
PERIMETER DIKES,SWALES, CONSTRUCTION ACTIVITIES. __ •'•_/ \c/ I/ )I\\ \ \ \\ ! i N \ J \ \ J:11-
DITCHES,&SLOPES 7 DAYS NONE STABILIZED CONSTRUCTION ENTRANCE �� �•' .� .I / // / \ \ I\e\
IF SLOPES ARE 10'OR LESS IN LENGTH ".� �- �' `'� - �' ; \� -- - `7 ,
SITE SPECIFIC CONSTRUCTION SEQUENCE/NOTES: ./// ( �/ l `- \ a� „ -- �i, PROJECT N0.:2022.03
SLOPES STEEPER THAN 3:1 7 DAYS &ARE NOT STEEPER THAN 2:1, ` ,
LIMITS OF DISTURBED AREA < y \ %N
14 DAYS ARE ALLOWED i \ _ L SCALE:1"=60.
CONTINUED FROM SHEET C2.0 /� \ - 1 "� - 1
7 DAYS FOR SLOPES>50 FEET / \ / \ _ -
SLOPES 31 OR FLATTER 14 DAYS SILT FENCE W/STONE OUTLET a !�-- • \ \ ` \ r
IN LENGTH 9.UPON INSPECTOR'S APPROVAL CLEAR AND GRUB REMAINING SITE WITHIN THE LIMITS OF \ \ \ � / . :: 'M\ DRAWN BY:MRH
ALL OTHER AREAS WITH DISTURBANCE SHOWN. :` \ \ ` : \ l �� -
14 DAYS NONE '�\ - \ - , \ CHECKED BY:JLW
SLOPES FLATTER THAN 4:1 HARDWARE CLOTH&GRAVEL INLET PROTECTION :�- \ : -- --1---,'al- 1 I
10.BEGIN GRADING OPERATIONS FOR ROADS AND BUILDING PADS. CHANGE TO CATCH BASIN INLET PROTECTION / _\ - _ \� _ - , _
'SILT SACKS"ONCE THE CURB IS POURED) �'' `�� - I' ss- N •1 I��II DATE:6/15/2023
11.AS THE ROAD IS BROUGHT TO GRADE BEGIN INSTALLING THE STORM DRAINAGE SYSTEM. \ . ` `> _) ( ( --- '---' �/\
0, ,).CONTRACTORS FULLY RESPONSIBLE FOR CONTACTING ROCK CHECK DAM `- - \ `� ' _ 1 7 \ \�
12.CONSTRUCT SKIMMER BASIN 1 TO RECEIVE STORM DRAINAGE FROM FROM DCB 3 USING A TEMPORARY ,• \\ \ \ \ -\ -\ C r- \
-0 UTILITIES ARE LOCATED PRIOR TO BEGINNING CONSTRUCTION. 18"PIPE INTO BASIN. I \ \ \ ..\� - -- \I / / \
N �� 2).CONTRACTOR IS RESPONSIBLE FOR PLACING BARRICADES I \ -\ -- - ---- ,
O TO THE FLAGMEN,
O ETC.,AS NECESSARY TO INSURE SAFETY 13.INSTALL HARDWARE CLOTH&GRAVEL INLET PROTECTION AROUND ALL STRUCTURES. \ SHEET NO:
GRAPHIC SCALE '�� =_ _ I
U .2 31 AL 14.INSTALL CONCRETE WASHOUT NEAR SITE ENTRANCE/EXIT PRIOR TO BEGINNING INSTALLATION OF CURB - - - _
W / NORTH &GUTTER. 0 20 ! ` I - - ,
cAROLINADEPARTMENTOFTRANSPORTATION _ 1 /( iT ( \_-� _ - -- 2 . 1
el.sH15.BEGIN INSTALLING WATERSEWER SYSTEMSI \ \\ \ , --- _
o Know what's below.J STANDARDS PART,B BBDBPARTP.DRABAMMENDED. B� -r -I I - -- -
N Call beforeyou dig. 16.SEE SHEET C2.2 FOR CONTINUATION. ( Q4 FEET) / ! �\ \ l,F(/I \ \ � �
c\ 5" L inch= BD EL.