SWA000100_Email (Attachment)_20210511 (2)

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• - GRATE=773.89 i J 57 WASHED STONE '• - �% i r i "--.s + I
i 77 r r ► i + ; r INLET PROTECTION - .. , 1 D€-18 i I f J�I i + ■ �■ + 1
• i _ _ ^ 774.oz 1r GRATE=769.i 01 I , I + ■ `. cc ■ + r +
T 43 9LF 1$' CP @ 127 i rr - + - ' N 51 ` s:� �� I -�7 f l ii i i r W I.- i y___L
n3.sa ` t E=767.68 5" P j 1% n I I 1■ Q■ I I
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``GRATE=772.21 a {• i _ � { �-F- � I � � I 1y I ■ 0 � ■ I
77310 �, r '' - 7 r IJ e■ R;: m ■ I r �r
LiJ VvL5
- �} + / . i •. y EXISTING GAS MAIN FROM
- -�- - :• ii : �.• \ SURVEY RECEIVED FROM r
_ ENCOMPASS SURVEYING '' + 4 `""� r r
ON04J13/21. dI
FLUSH CURB i /'� I J I ■ i
1 ~ _ + 1 s - •} r`. _ - J r OPENING
24.Od F1 "RCP �/ y�' •.•,• 1,� i i �, - OiJTI.ET I rr
CB-34 I ! GRASSED
- CONTRACTOR 7O PROVIDE GRATE-769.75 GRATE=769.75 - 7g. • _ CB-7 I SCALE r1 1 I yi 1 i t
CURLIX I EXCELSIOR MATTING ON __�-`~ / _ ' • . l 1 I +
_rn" 1 GRATE-7 � � - a 1 GRATE=7fi6.47� ©2Q21 LaBella Associates
f THE ENTIRE LENGTH & WIDTH OF / Q , •,` } _ , , • " ` _ - I ■ J - �cs,a�a
I ALL SLOPES 3H:1V & STEEPER / _+ / \ - -• ,- _�• - _-__ _ - --t- rI J' ■ i ! ` `-'
7O rz,-OO 1 ' t 40.0 FES-i {Id 76 20- CURLER I i i I 1
11 - - ' / _ 7 - SEDIMENT LOG L j ■ ■ f J
rr? �� ! �__- INV. = 762.16 r j ■ ■ !!
#57 WASHED STONE " l l �" r- r -' ti LOGCURLE7C SEDIME�fT ,r ,,� !, _ __� y�- l' I} `4 r i + i N - , - - - - _ THE LAKE AT S P I C EWO O E
INLET PROTECTION,� .- ! ■ ■ i 1
r -� - f I! +
FLUSH CURB ' �� / ,a ■■■ ■■ ■■ ■■ a■ ■ ■
• N OPENING - �, r++F ■ r . ■ ■ w f : ■ rr E PHASE 1
OUTLET I 7rg.3s i'� ■♦ I
60.d 8"RDP@1.67 r . # ,� + f■ ■ r + 4
_ , 1 ___ - ____-___ w■.! - _ _ 1 ? ■ ■ r , 1 CLAYTON PROPERTIES GROUP, INC
ONE OUTLh 1 �' z Too F7 1 i V i i
f "-~~RIM=768.25 - +� 1 FES -� �,�F �'oox WF I-`- _ m4 o : II i MR. BRIAN SHUGART
1 r , � �•i � INV. = D !' ♦♦ �� 7�F � . - - 1 � 7bpF `" ' �'� ■ ■ I
` r' S9 no.sO , } Y� 7 +♦ CLASS 1 RIP RAP 3.75' W x 12' L x 13.25' W + �� - EXISTING GAS MAIN FROM S i s i I l
27' THICK WITH NCDOT TYPE 2 �� ■ ■ 1 76
NONWOVEN GEOTEXTILE UNDERNEATH SURVEY RECEIVED FROM I : ; - > > - - 221 JDNESTOWN RO
STONE ENCOMPASS SURVEYING I
r �- 7 --- - a� ♦ ON04113121. ■ ■ +
OUTLET 1+' �■ :+' �' WINSTON SALEM, NC 27104
CLA55 I RIP RAP 3.75' W x 12' L x 13.25' W _ Ir ■+ ■ _
rr' / / - ` I GRA55E0 SWALE �. - �- LIM[T5 OF _ 27' THICK WITH NCOOT TYPE 2 ~ - -- I r In NI F
CB 35 1. DISTURBANCE NONWOVEN GFOTEXTILE UNDERNEATH r = R ■i zoQF
GRATE=767.32 Cl? r!
' % / - � 1,� / � � � y � J � 1--� � ■ 58MH SD-2
j / /�� zss.sO N 6 '��•' 1 \ j R ; ■ �� ■ Rl ��61.99
TEMP SEDIMENT - GRASS SWALE DETAIL 1 I ■ --- �D°
FENCE (FROM EXIST. 762 CONTOUR TO CURB OUTLET) r - ■ -
,F 74AOLF 48" @ 0.83% a r J / - _ - 4 ` 11 1■ f a
7FE 4' WIDTH CURLIX I EXCELSIOR I + ,� I on ■ 50% FLOOOPLAIN
CONTRACTOR TO PROM❑E _ MATTING OR APPROVED EQUIVALENT + + ' ■ 1 ■ ^ ■ 1 ENCROACHMENT LINE
_ CURLER I EXCELSIOR MATTING ON 1 I L �f i i J ■ ��� ~ ` `
FES-5 ` r - i
l THE ENTIRE LENGTH & WIDTH OF 50% FLOODPLAIN ■ + 1
INV. = 761.80 /'' ALL SLOPES 3H:1V & STEEPER _r-- I I ■ ■
- rn .' • / ENCROACHMENT LINE # 1 1 r 1 LIMITS OF
�• / / �r LOG (M) , I 4 �� ,/ 1 ysw4s�++ '•� r i ■ ■ i 1 ■ DISTURBANCE
I R
-_--___ r! / -.' , , z79-� �\ ?s 1 R* . �°� STONE OUTLET TOTAL LIMITS OF DISTURBANCE = 27.99 AC + � FW }+ ■ ■ ��' I
- Xrl` err / r r / ,r ' w * - F AODF { _ ■ ■ I r ■
4."I ! ' / 779-87 / % ------------------ -� ! y , 3 i F ! 1/ ■
GRASSED SCALE f o ' ,' \ 1 ! ' `+� - l -- CLASS I RIP RAP 6' W x 13' L x 15' W / FN STONE OUTLET r �� 1 I ■ w 1 Fvy,1Ar�`
- -- _ _ ___ / ■ ' € 7 ! +,R■ �e - roG 27` THICK WITH NCDOT TYPE 2 * + i ■ I
■ /�% r r' , o F +■■ 10oF ` NOTE:
NONWOVEN GEOTEXTILE UNDERNEATH CHANNEL DETAIL ••'
/ * f ,� / a , `� ■ _ _ - CONTRACTOR SHALL NOT REMOVE
1� / r �, , f 1� �► CLASS l RIP {SAP 92' W x 26' L x 3O' W / ! {FROM D1-23 TO SIDEWALK}
r r/ ,� cc / ! , f ANY EROSION CONTROL MEASURES r �I 1 ■
s / r _ ! , q 27" THICK WITH NC❑OT TYPE 2 1 r 1 I
■ f / � r o ` _!' ! rr 1 \ NONWOVEN GFOTEXTILE UNDERNEATH STONE OUTLET fr' UNTIL APPROVAL FROM EROSION I __� Yi 1 1 r I / ■
GRATE=77 . * / .'� l�ES 7 • rn � '!1T f r� - - f' 4' WIDTH CURLIX I EXCELSIOR CONTROL INSPECTOR. - _I_ I I iI 1 1 rr r ■ .r�
{+ RATE=766� 0� m , r t SSMH 19 r' �� f I I+
• r 3T TT D / STONE OUTLET CHANNEL DETAIL ,• �w MATTING OR APPROVED EQUIVALENT - �+ 1 , + + 1 r +
RIM=764.00 r NOTE:
/ / / ■ ` ' (FROM DI-20 TO 220' NORTH TO HIGH PT ON LOT 182 / Fw 1 i i 1 + +r ■ !,'
) � it CONTRACTOR TO CONVERT WIRE & � + � 1 + ■
-' r!' / ,' ,�' • /' GRAVEL INLET PROTECTION TO SILT
,/ / ! sT ry T r' ■ STONE OUTLET 4' WIDTH CURLIX I EXCELSIOR 1 1 SACKS ONCE THE CURBING IS i j I ■ ,
��� _4 ■ r - MATTING OR APPROVED EQUIVALENT INSTALLED AND THE ROADS ARE I i , i i rr i , ■ ;
TEMP SEDIMENT ! / r r 4L /
f / ! �, ca � FE5-6 f
FENCE -' ■ INV. = 764.51J ww ■ ■■ w ,r N r - - 3 2 3 STONED r, y�i
f • / ,' . * ' r X _ ■ 1 I I r i +1 i 2 4127121 FLOODPLAIN DEVELOPMENT PERMIT COMMEN
CLASS I RIP RAP 3.75' W x 8' L x 9.25' W !' ++ CONTRACTOR TO PROVIDE y I I' I r I 1 N26121 CITY EROSION CONTROL COMMENTS
27" THICK WITH NCOOT TYPE 2 !' ♦�+ ■ ■�11L ■ ■ ■ ■ ■ w ++ GURLEX I EXCELSIOR MATTING ON - ■ / LIMITS OF 1 1 J ti r 11 j I ■ �� NO: DATE: DESCRIPTION:
/ % + ♦ ■ FW DESCRIPTION STABILIZATION STABILIZATION EX SSMH I 1 1 �
NONWOVEN GEOTEXTILE UNDERNEATH / +* + ♦ ,' THE ENTIRE LENGTH & WIDTH OF • r / DISTURBANCE ,I r rN 3 2' 3 TIMEFRAME TIMEFRAME J i I r I I r `, REVISIONS
,` !' f • +♦ f' ALL SLOPES 3H:iV &STEEPER • $ fw EXCEPTIONS 1RIM=756.60 y i +
!'r r ^ ' f • + r ■ STONE 1 ` r '� € ■ EX SSMH • PROTECT NUMBER:
PERMANENT DIKES. OUTLET l r I ■ V I Vd I R1M�758.2
/ CLASS I RIP RAP 4.50' W x 15' L x 19.5' W ■ 1 + SWALES, DITCHES, & 7 DAYS NONE & , i 1 + a • I 2210366
C _ / STONE OUTLET ■ GRADING NOTES:
• LIMITS OF ,• rc 2T' THICK WITH NCDOT TYPE 2 ■ ww w s■ I r = ■
_ DISTURBANCE . �- 1 ■ SLOPES II ■ y I I y
' °� NONWOVEN GEOTEXTILE UNDERNEATH * I 1 ■ 1. LOT GRADING, INCLUDING DRAINAGE EASEMENTS, WILL NEED TO BE SHOWN ON THE LOT PLANS OR I + I II
STONE OUTLET , F'rs r 1 I �j y I , ■
°� --` / , r' ,' Fyr ■ ATTACHED TO THE LOT PLANS SUBMITTED FOR BUILDING PERMITS. �sa'-SA�SA�+-!I 5pj I-ti-+SA�y i I DRAWN BY: gWS
CS r r/ / F / r ■ SLOPES STEEPER THAN 7 DAYS IF SLOPES ARE 10 OR LESS IN 1 I a I s A SR -Sp
2 r !� , 60 ! �I ■ LENGTH & ARE NOT STEEPER 1 Ir 1 ■ I 1 y y ■'
ti ' ■ • HOUSE PAD ELEVATIONS SHOWN ARE SOIL SUBGRADE ELEVATIONS. 31 THAN 2 1, 14 DAYSALLO VED
'r ,'r / '// ,'r ��F r'r�s ■ 1 ■ FENCE
SEDIMENT J I# J I i �{( y r �i REVIEWED BY: PAS
- SLOPES 3:1 OR 14 DAYS 7 DAYS I FOR
SLOPES > 50' I I 1 r I 11 i r r
c"'a - !r / / ,f ,r/ S' �� ■ EROSION CONTROLSEQUENCE NOTES FLATTER ii N i I i Ir ISSUED FOR.
50% FLOODPLAIN IX55MH 1 r ', ■ I ; r+ I ' +r CONSTRUCTION
% ■ 1. OBTAIN GRADING/EROSION CONTROL PLAN APPROVAL AND PERMIT- ALL OTHER AREAS J I I
ENCROACHMENT LINE / r 1 RIM=760.70 + '
�a., .r ! ,/ / r ■ WITH SLOPES 14 DAYS NONE
J + I ■ I ,
�� / r' r $ ' • �j sn�sA 2. CONTACT EROSION CONTROL INSPECTOR TO ESTABLISH A PRE CONSTRUCTION CONFERENCE AND INSPECTION FLATTER THAN 4.1 r1 � � 1 1 ■ I I i r DATE:us .7 �
- - / i !'f !r' .nOF .� -/- T+is _ •f / �' x ■ JsAJSA�sA� ,___ SCHEDULE. I II 1 I I ;1 j I li + 1'1 r_/ 2
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DI-16 #
32.991�F 15' ROP @ 3�15 + 1 ; ' GRATE=775.00 +
,+ r 138.17LF 48" RCP1!@ 1.00
1 + LIMITS OF
1 r + r 1 GRATE=784.35 I + 1 r �'�
DISTURBANCE + CB-316
SSMHi€4 t GRATE=775.79 r
-!! ( CB-38 r r
r 92.48LF 15" RGI' @ 5.23 1 1 �f1M=7807 1 r , +
+ r r ' TW = 786.00 1 Ir 1 I GRATE=7$5.39r 24.OJ[ 8~RGP
+ + 1 BW = 785.00 i I 1 1 r r r 1,00%
! / DI-25 r 3 .62LF 15 RCP (9J.5O r ,
i GRATE=788.04 �s ■' #;� ' CB-40 ' !! ' 1 Ir ++' +■
i +1 ♦ 0 I GRATE=785.88 ,r j . +■w Ilyfr ■ + + + f■• •. a •1
41.77LF 15 RCPJ@ 1.01 ♦ I' i i! {M ,r ++ r +r +►•die w
+ ♦+ r 1 9 � ■■ 1: ,! +a+ ■► •ate
!'I CB-51
r,rr GRATE=795.91-A
24.4OLF 15"RCP @ A0 / ++++♦ r I I' I �3 r(5° RCP! / �,1 �G, ' ++�+ ' GR fTE 715.79r
♦ 11 r @ 1.713� / � J � .
TW = 788.0D ♦♦♦ /I ' r ! , r f ' t • ! f + i ,� �� �,• �� !' rj
BW = 785.40 1
1 �
CB-52'i
IRA, GRATE=795.91-
140 LF - 42' TALL
PEDESTRIAN PROTECTION
1. _. FENCING a d4 ° 1 ; �' ! F1rRCPP@,33$9G
PROP. 67 LF SEGEMENTAL
r
■ BLOCK RETAINING
WALL TO BE ROCKWOOD. _, -- ! • . i
KEYSTONE OR APPROVED � w � r 4 , ., •! " + - W ^
ED! ' r } r y.
UiVALENT - � l
J
TW = 789.04 ♦ / °',` �!' , J 17
BW = 785.00
/ GRATE=787.511
CONTRACTOR TO PROVIDE / ! l / ! 0 1 - - , - .'- - '-
CURLEX I MATTING ALONG ENTIRE / , + ,`�`'` , 18
LENGTH & WIDTH OF SLOPE f ,' ,' r' za4„ ! I •!' / .
ABOVE RETAINING WALL / r CB4Cr
2
!, Y i GRATE=782.76
JTIN = 789.00 r , 1 r 41784 Et
BW = 785.00
- -
,!
TW = 785.00 17 ' I
_ BW = 784.00 Ctii ! T" = qC �/ + ,f01-17
LU LLJ I !� ,fir r !` ,/� GRATE=770.00 !
181 fza3.Oo ! �24AEFIR9RCP 92t3T- -1�1
CB-43¢
GRATE=780.37 r C 4B 4� - -
GRATE=780.3710�
!
IM=781.04
, 1 r
779.0
dT I
It
CONTRACTOR TO PROVIDE 1 780'� '/ 1 1 FLUSH CURB - - 4
CURLIX I EXCELSIOR MATTING ON 1 I ;1 11 I 1 GB 45 1 OPENING ,' DI-4
THE ENTIRE LENGTH & WIOTH OF - 1 _ r �j „1" �, OUTLET '' 1 •GRATE=769.13 r'
ALL SLOPES 3H:IV & STEEPER m 11 f • GRATE=77.93 1 T8 r .
(3) 3" SCH. 4O PIPES @ 1.00 % 1 r 5S41r /
(SEE DETAIL THIS SHEET) w RIMM 778 81/ '!
~-- LIMITS OF
DISTURBANCE
--� ^~ �.' !f / �.• / / 20" CURLEXSEDIMENI
■ v j , A ■ $"ems SELF INSPECTION --EFFECTIVE OCTORER 1, 2010, PERSONS CONDUCTING LAND -DISTURBING ACTIVITIES.
+r + ■ + I
r y sA a ■ ,fr LARGER THAN ONE (1) ACRE MUST INSPECT THEIR PROJECT AFTER EACH PHASE OF THE PROJECT, AND DOCUMENT + - - - I I rr i ; i + DRAWING NAME:
I �sR-SA ��*wrtwx STONE OUTLET l r THE INSPECTION IN WRITING ON APPROVED FORMS, 5. PRIOR TO THE CONTRACTOR DEMOBILIZING FROM THE SITE TAT APPROXIMATELY 45 DAYS PRIOR TO 1 1
r!
■ J DEMOBILIZATION), THE FINANCIAL RESPONSIBLE PARTY (OR THEIR DESIGNEE] WILL NOTIFY THE ENGINEER AND THE 1 ,1 r x^� ; x %2 "C'MP I ,'
THE PHASES ARE AS FOLLOWS: - - �NLJ /
DESIGNATED EROSION CONTROL INSPECTOR OF THEIR ANTICIPATED DATE TO LEAVE THE SITE. AN ON I I + 1 1 sA-sA�s 1. INSTALLATION OF PER EROSION AND SEDIMENT CONTROL MEASURES. INSPECTION WILL BE CONDUCTED PRIOR TO THE LEAVE DATE BY THE ENGINEER ANDIOR THE DESIGNATED EROSION
I ` 1 ; I ■ s--S�r ! __
CONTROL INSPECTOR TO MAKE CERTAIN ALL ACTIONS ITEMS HAVE BEEN ADDRESSED BY THE CONTRACTOR. J� ■ I I -
2. CLEARING AND GRUBBING OF EXISTING GROUND COVER- j ' I r TIC ��•_
3. COMPLETION OF ANY PHASE OF GRADING Of SLOPES OR FILLS. 6. CONTINUE TO MAINTAIN EROSION CONTROL MEASURES ONTIt VEGETATIVE COVER HAS BEEN ESTABLISHED ' (� l iI T-y
OVER ALL DISTURBED AREAS AND STTE HAS BEEN STABILIZED. REMOVE EROSION CONTROL MEASURES ONLY + � r I + I ■ 1 1 r
9 FLUSH CURB CONCRETE APRON CONTRACTOR TO PLACE AFTER FINAL INSPECTION AND APPROVAL BY ENGINEER_ I 1 1 I ■ f 1 r I + FINAL
OPENING (3} 5' LONG 3' SCH. 40 PVC PROP'��T 4' T,flGK FROM FLUSH CURB ABC STONE AROUND PIPES 4. INSTALLATION OF STORM DRAINAGE FACILITIES.
PIPES [d i.00% ADJACENT VALLEY CUB OPENING TO SIDEWALK
iF�EAHEATH SiOEWAL}( + I ■ i 1
5. COMPLETION OF CONSTRUCTION OF DEVELOPMENT. EROSION CONTROL MAINTENANCE PLAN CONTRACTOR MOST INCLUDE MAINTENANCE IN SASE BID - - - y + ■ I I + / GRADING PLAN
5' VI >< 5' L 8' TI1RR L+OYrH ! +
�• �• Y WIpE SIDEWALK 5' W 6' TIIFW001N1 , rs 1 1 +SIDEWALK
SIDEWALK AT R_usH I .t \
CURBOPENLVG ORLY FLUSHCURa CURB
OAT PENING
1. +NSPECT ALL SEDIMENTATION AND EROSION CONTROL DEVICES FOR STABILITY AND FUNCTION EACH WEEK ■ ! r\ I ■ J sl I
OPENING CURB OPENINGONI.Y 6. ESTABLISHMENT OF PERMANENT GROUND COVER SUFFICIENT TO RESTRAIN EROSION. !' � r `JI•,� ■ 1't I
U AND FOLLOWING EACH RAINFALL EVENT. . 1
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r., 3. SEED EMBANKMENTS AND DISTURBED AREAS UPON COMPLETION OF CONSTRUC11ON- SEE GROUND STABILIZATION 2 REMOVE 51LT15EDIMENT FROM TEMPORARY DEVICES WHEN ACCUMULATED VOLUME HAS REACHED 50%-- ` ' !J z
3avuLEYaaIIs CRITERIA BELOW FOR MORE INFORMATION. CAPACITY. ■ I �0j
I
A GUTTER V
REMOVAL. AREAS DEDICATED 1 4. STORE EARTHEN -MATERIAL STOCKPILES ON -SITE FOR LATER DISTRIBUTION AND/OR+� ■' I
ETErv'Ra3. REMOVED ACCUMULATED SILTISERIMENT FROM BEHIND TEMPORARY SEDIMENT FENCE WHEN DEPTH EXCEEDS DRAWING NUMBER:
r /
4.1rnCNCORCRr+ FOR MANAGEMENT OF LANE) CLEARING AND DEMOL❑lON DEBRIS, CONSTRUCTION AND DOMESTIC WASTE, AND + 11 0 / 1 � 5 I �
FROM FLUSH CURBOPENWO HAZARDOUS OR TOXIC WASTE SHALL BE LOCATED AT LEAST 50 FEET AWAY FROM STORM DRAIN INLETS AND SURFACE APPROXIMATELY 0.5'. REPAIR AND REPLACE SILT FENCE AS NECESSARY.
TO SIDEWALK (3) 5' LUNG 3' SCR 40
Fnx PIPES a I m WATERS (UNLESS IT CAN BE SHOWN THAT NO OTHER ALTERNATIVES ARE REASO NABLY AVAILABLE), AND WITHIN
GRASSEUSWALE AREAS PROTECTED BY EROSION CONTROL MEASURES. 4_ SEED AND STABILIZE TEMPORARY DIVERSION BERMS IMMEDIATELY AFTER CONSTRUCTION INC LU D I N 6 'CLEAN' 40 D 20 40 80
TBOTTOMW■TH WATER DIVERSION BERMS. RE-GRADEJREPAIR BERMS AS REQUIRED.
FLUSH CURB OPENING DETAIL MOM BACK OfSIOENfALKTU
RIGHT Of WAYbTOP(ANTING 3. BEGIN SITE GRADING OF PROPOSED ROADS AND ALL LOTS. MAINTAIN ERo51ON CONTROL DEVICES IN ACCORDANCE
AREA AT POCKET PARK WITH THE MAINTENANCE PLAN. INSTALL ADDITIONAL EROSION CONTROL MEASURES AS REQUIRED. 5, CONTRACTOR SHALL APPOINT AN ON -SITE INSPECTOR AND MAINTAIN RECORDS OF INSPECTIDNS IN
(NOT TO SCALE) ACCORDANCE WITH THE PROVISION OF THE GENERAL NPDES STORMWATER DISCHARGE PERMIT FOR (IN FEET) +�
4. INSTALL ALL STORM DRAINAGE AND UTILITIES- INSTALL PROTECTION AROUND ALL INLETS AS STORM DRAIN CONSTRUCTION ACTIVITIES.
SYSTEM IS INSTALLED- SCALE-.1 inch = 401t,
n Ti