NCC240027_Site Plan or Location Map_20240105

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( //�.. / ,,_.m l ,�"" ' $�, t I .-1 Cr 1 0 0 CONTACT:ROBBY CARR �� N co -o g ® `�� x 11 F email:carrbuildingcompany@gmaiLcom . \ W r o m
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/ �y- �y / CONTACT:STEVE le CAUSEY,PE
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V.a UI \ ' / �.'�'II,III�{� �v. '>', JONICA IOWA GOLDEN -C‹
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I• U I`-\\ . 1 �- i d�*w[�■��■�al. I I KEY NOTES
cr��Q - (\\ --- / /�� Tq•�� �•■�� •/ OA NEW TEMPORARY CONSTRUCTION ENTRANCE/EXIT. `�OQ•S �Ca(„'' /rho �l�s�S�9■'/!■�r I EXISTING ON-SITE ITEMS ARE SHOWN FOR
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� / REFERENCE. PARTIAL DEMOLITION OF O NEW TEMPORARY SEDIMENT FENCE. '9
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/ / �50 I I EXISTING ON-SITE ITEMS HAVE PREVIOUSLY oli
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VARWBLE WIDTH O NEW TEMPORARY SEDIMENT FENCE WITH STONE OUTLET.
\ z/` ry � �■� / / ROADWAVBUTILITY sa OCCURED. STRUCTURES AND !rd s7otI(o.\�/ {;/ \�\ __ _ � � ^`• / / / '\ EASEMENT O NEW TEMPORARY DIVERSION BERM. 1 Z [_-___ '� ■�■ '� / / DB 1228 PG 325I FOUNDATIONS/SLABS HAVE BEEN REMOVED ,'t��Y�[;� iq :::::P/r/11.11:4:1_;,�■�` / 1 / / (HATCHED) ' EMPORARV SKIMMER SEDIMENT BASIN.THE INSIDE SLOPES OF THE5,' '•.-�tf- �`,'0 / / "-'- AS WELL AS POWER TO BUILDINGS. QQ NEW T /j7 �`/ ■■■4I►'" • / / / SKIMMER SEDIMENT BASIN SHALL BE STABILIZED WITH NORTH AMERICANTRUCTION GREEN „r 19701.0 „�`'I„
� ■ ■ /' 1 CONTRACTOR SHALL PERFORM A SITE VISIT S75 EROSION CONTROL MAT ING UPON COMPLETION OF CONSTRUCTION.
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vv \ �(I?' (Itn � I / ii i -- TO VERIFY REMAINING EXISTING ITEMS TO1_ ' y � '1� IY�/YI s,� BE DEMOLISHED/REMOVED. QF NEWCOIR,JUTEORBURLAPBAFFLES.rY \ Oj� �.�: / / / 1 1 I N/F �I �`\ G NEW TEMPORARY EMERGENCY SPILLWAY.
•rl �` \ ■■ _ / / I // SANDRA KAY FASTER # 1
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• ■�I / / I 1 / REVOCABLE TRUST _
1 OH NEW TEMPORARY SKIMMER DEVICE.
CO ��.r��■■■�■�� / /// / 1 I DB 3355 PG 3994 -' o 1 \�
1 `_ ,•y�.■/ / I I TAX PIN#6814-03-3150 ' m O
``_, �,��■■■'■I- / / I / // \ vl NEW TEMPORARY 105(10'CLASS NY RIP RAP OUTLET STABILIZATION PAD.
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/ I ai JO NEW OUTLET STRUCTURE AND OUTLET BARREL.REFER TO SHEET SWM4 AND
,��J■■1,.,/ 1 ?5"' SWM5 FOR DETAILS. CO
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j // -t / • z-Q g W OK NEW TEMPORARY 18•CPP SLOPE DRAIN.SLOPE DRAINS SHALL BE INSTALLED/ r
'•.• \ - -- • / mmuni ■, �� /" / I I I I '11 z5 Knmz RE-INSTALLED ON SLOPES AT 8 FT INTERVALS MEASURED VERTICALLY. Z
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\ - - ♦ \ ■J ■■■��� • ,�to / lr 1 1 / LEA G.HAVES 8 I\ O J o OL NEW TEMPORARY ON SITE CONCRETE WASHOUT STRUCTURE WITH LINER. LLI Z
/ I / PEARL C.HAYES r PROVIDE CLEARLY MARKED SIGNAGE NOTING DEVICE LOCATION. c (J Z
�'tN� \ ,�\ 1 \ �_gmai■u■Il� e / / / I I / 1 TAX PIN EARL 1HAYES 0 / O O NEW CONCRETE ENDWALL WITH MODIFIED WINGS NCDOT STANDARD 83801 r J O
„ 1 I A��■�■'�� / , / // �b\ ON NEW PIPE OUTLET STABILIZATION.SEE DETAILSHEET C7.2 FOR DIMENSIONS. t1.1 tY
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/ / / r I `Z \I, OO EXISTING OVERHEAD POWER LINE AND POWER POLESIG Y.WIRES TO BE Et Ce
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q /'�II�■�■�/ / /i / / / / I 1 REMOVED/RELOCATED COORDINATE WITH DUKE ENERGY SEE SHEET C52 FOR Q
O 1 ✓11,14\,- , �• l l ( 4�`S�,I`'ri,G■■■CI■IF/,, •lq ! / l / _' 1 PROPOSED IMPROVEMENTS O CC H
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t \ I (��,.• �;■��■�' /// ,// W / / / I - OO OP EXISTING STORM DRAINAGE STRUCTURE/STORM PIPE TO BE REMOVED SEE N J_ O
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- ,� ��■.' , / I / I ---- - SHEET C52 FOR PROPOSED IMPROVEMENTS LL Z
`1 ��P��■■■C�■■�- / /� // / I // l I �,1 O EXISTING STORM DRAINAGE PIPE TO BE ABANDONED.PIPE INVERTS EACH END �j CL
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- •`(.4�J■■■�`■11111 , / I / I / I / / TO BE PLUGGED WITH BRICKS AND NON-SHRINK GROUT. /� O UJ W
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1 I )T 1 / // OR EXISTING PUBLIC WATERLINE TO BE REMOVED.REMOVAL SHALL BE IN J d Q
1 • �% •■■+(7■■5 I / / / / / \\• 1 ACCORDANCE WITH CITY OF WINSTON-SALEM SPECIFICATIONS.SEE SHEET C5.2 J CO
0 �'/ .!Y .��.■��/2111ir ,/ ,/( / / I / ,' / / ,// FOR PROPOSED IMPROVEMENTS. c J O Z
`+ '. I / I 1 I / / / / O EXISTING SANITARY SEWER LINE TO BE REMOVED.REMOVAL SHALL BE IN LLI 2
7.I 1\ `,-r.
/ / 1 I / /' l / ACCORDANCE WITH CITY OF WINSTON-SALEM SPECIFICATIONS.SEE SHEET C5.2 J -
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/i' / / I / // / / / FOR PROPOSED IMPROVEMENTS. CO W Z
/ \\ '6 / / / / / / / / W F c EXISTING TREESNEGETATION TO BE REMOVED TO LIMITS OF NEW TREELINE. y
SKIMMER e r BA / / / / // _- I r rc rn m I I EXISTING TREE TO BE REMOVED TO THE STUMP.NO STUMPS MAY BE REMOVED
Q I / /' \ O1 m UNTIL THE EROSION CONTROL MEASURES HAVE BEEN INSTALLED AND LL.I
SEDIMENT ba \ \ -- - / / / / I ug APPROVED BY EROSION CONTROL INSPECTOR. Z
BASIN#2 RNA/ f� \ / / / / \ ( / \ I z U 0 : EXISTING PUBLIC RIGHT-OF-WAY TO BE ABANDONED. 0
\ / I / // \\ / / / • O/S7•� 11 g O m z I I EXISTING PUBLIC ROADWAY ASPHALT TO BE REMOVED.
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Pg w� \�1 v I // /' 1 I I 1 1 V l �"E/M/ I I ig �i m RI I 1 1 I \ / \. -(( STAGE 1 CONSTRUCTION SEQUENCE
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\ 81kitii/ ;' i / rD /" � 1.OBTAIN GRADING/EROSION CONTROL PERMIT AND PLAN APPROVAL FROM THE FORSVTH COUNTY INSPECTIONS DIVISION. O
0 /! / I1 \ I 1 / Ir� ///// X2. CONTRACTOR IS REQUIRED TO FILL OUT AND SUBMIT AN ELECTRONIC NOTICE OF INTENT(e-NOI)FORM.ALL CONTRUCTION ACTIVITIES
/I 1 / / II 9 _ \ // I Kir t_. ARE REQUIRED TO FOLLOW THE NEW NCGOI PERMIT. •�+i , / /' I 1 /1 i/ / l • / ri ,.�/ \ /(( ( /// / WESTBROOK DR. 3 CONTACT EROSION CONTROL INSPECTOR TO ESTABLISH A MANDATORY PRECONSTRUCTION CONFERENCE AND AN INSPECTION Z ) 0,m / / •I .I \ / 1 1 / I / I/ - I �.. / \ (7 („ ( rl (60'PUBLIC R/W) SCHEDULE. W Z Yw 3 9
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'.'/ / / .. \ 4. THE NTRA T R HALL ONDUCT SELF IN PE TIONS OF THE EROSION AND EDIMENT NTR L MA RE AND MPLETE THE
/ / / F E=ate Ex 8•W L CO C O S C 5 C E CO O SU S CO 0 W�' � / �� DISTURBE LIMITS I / I H/ - - / /_I a rNr I FOLLOWING COMBINED SELF INSPECTION FORM FOUND ON THE DEMLR WEBSITE;
\`/ 35 OWS PROD#1884h //de /bouVdv sions/ever land resources/eroson sed'menl controlttonns COMPLETE INSPECTIONS FORMS SHALL BE KEPT a ❑ U O\ � . ON-SIT(8p: 9.nc.9ov a 9Y mnera ).\ I SELF-IN AND SPECTIONS
NS BLEFOR FOR INSPECTIONFUNCTION OF IT IRECOMMENDEDAND THAT COPY MEPT IN A ERE TSO BOX.
v'—o�/ es /'0 / ".„vF- /sx, ,8rr\T s .s \ I I� ple w—., SELF-INSPECTIONS FOR STABILITY AND FUNCTION OF EROSION AND SEDIMENTATION CONTROL MEASURES ARE TO BE PERFORMED AT
_ ' J / I / / y 0. '' LEAST ONCE EVERY SEVEN CALENDAR DAYS AND WITHIN 24 HOURS OF EACH RAINFALL EVENT OF GREATER THAN 0.5 INCH.ANY NEEDED
I / /: / /�( * \ // \ \� I P REPAIRS SHALL BE MADE IMMEDIATELY TO MAINTAIN MEASURES AS DESIGNED.ALL EROSION AND SEDIMENTATION CONTROL MEASURES
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•'- c000 DRIVE _- _ \ / " T (/ / r /E \ \ -./ \ �`� .I 11 SHALL BE MAINTAINED AS SPECIFIED IN THE CONSTRUCTION DETAILS ON THIS PLAN.A RAIN GAUGE SHALL BE INSTALLED AT THE
1 gg , / / / t \1 \ RNd PROJECT SITE FOR MONITORING r x
I ®i Ioa /" / , // �.J / 1/ 1 5 A COPY OF THE EROSION AND SEDIMENT CONTROL PERMIT,A HARD COPY OF THE PLAN AND ALL SELF-INSPECTION RECORDS MUST BE m
- z a�,u Ip e / /• L / J 1 / of KEPT ON-SITE,PREFERABLY IN A PERMITS BOX,AND ACCESSIBLE AT ALL TIMES FOR INSPECTION.
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.,// //• // D `/ /j. �/ 0 ® - / \ .-Fu 6. INSTALL THE CONSTRUCTION ENTRANCE AND SEDIMENT FENCE ALONG EDGE. a U
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FENCE.STOCKPILE TOPSOIL ON-SITE WITHIN AREAS PROTECLEARING AND GRUBBING JUST ENOUGH TO ALLOW OTED BY EROSIION ON CCONTROL MEASURESF THE SEDIMENT FOR LATER DMMER ISTRIBUTION.TRIIBUTION.AND o 5 p
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\ / / \} s w,,w,• /� /,,AU,E ` y / \ �" I\ r ' \ ,. s 7 8.THE SEDIMENT SKIMMER BASINS CAN NOW BE INSTALLED BEGINNING WITH THE REAR DAM ALONG WITH CORRESPONDING m
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/ 9.ONCE THE DAM FOR THE SEDIMENT SKIMMER BASINS HAVE BEEN INSTALLED THEN SEDIMENT FENCE SHOULD BE INSTALLED AT THE TOE
/ / J ��////��� ® ' '�� ` / / / // / /b'� ••� IDISTU-- j•� �AV K E IJJ OF SLOPE WITH THE OCCASIONAL SECTION OF SEDIMENT FENCE WITH STONE STABILIZATION. m
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O \8 10 ONCE THE SEDIMENT SKIMMER BASINS HAVE BEEN INSTALLED AS DESCRIBED ABOVE,THEN CONSTRUCTION OF DIVERSION DITCHES 'rJ` N
\ ^� •f/�,'�-•_��1��� // / O I AND BERMS CAN BEGIN. N
SKIMMER
4` _ v7rµ ro 7/ �5� - o// % I 1 11.INSTALL TEMPORARY SLOPE DRAINS INTO SEDIMENT SKIMMER BASINS AS SHOWN. A o
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/- "_ 3 4:// 1 -.1 1 / 1/ '����0/9Se f//J /� ,, ,/ 1 i 1 KEFENGWANGS BASIN#3 I 12.BEGIN DEMOLITION OPERATIONS. z ¢ m
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1 -/ 11/Q(/ ( .1 �� ` / \ DB 3251 PG 3109 13 SEED/STABILIZE DISTURBED AREAS IMMEDIATELY AFTER GRADES HAVE BEEN ACHIEVED TEMPORARY VEGETATIVE COVER SHALL BE
/ ' , 1 1 -.( A ,� I PROVIDED WITHIN 7 DAYS ON PERIMETER ARASAND SLOPES GREATER THAN 31 TEMPORARY VEGETATIVE COVER SHALL BE SITE
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� � ( / / PROVIDED WITHIN 14 DAYS ON ALL OTHER AREAS.PERMANENT GROUNDCOVER SHALL BE ESTABLISHED IN 15 WORKING DAYS OR 90
O . 1 \ IB (. (-9, ��4RI /' 4o' .. /nI,R [\ \ CALENDAR DAYS WHICHEVER IS SHORTER HOWEVER NPDESGROUNDCOVER REQUIREMENTS TAKE PRECEDENCE DEMOLITION
/'\ ,`r,, \ `�` / ' / // 1 \\ \ WS/FC EROSION CONTR ICE 14.CONTINUE TO MAINTAIN EROSION CONTROL MEASURES UNTIL VEGETATIVE COVER HAS BEEN ESTABLISHED OVER ALL DISTURBED AND STAGE 1
0 \\ a..\ \®� / / / / ///I©1 \ AREAS AND SITE HAS BEEN STABILIZED.REMOVE EROSION CONTROL MEASURES ONLY AFTER FINAL INSPECTION AND APPROVAL BY
1 \ _.� \� . ,'. '` -y /i//I . I PLANS APPROVED FOR N UCTIO INSPECTOR. EROSION
icb �/ �s ®` 1 I This plan complies with Ch er ,Se n -Erosion Control 6CONTROL
NT 4 •4 T"1 1` �'- 8,o r( / / / i ' / f I of the Winston-Sale rs ount fi d Development
Y 1/ v p PLAN
R�<0 27 p�F Al ;-..• // r Ordinance. A pnTte of the p proved plans must
q�c.W4f �� i �•� ,/"e i r I / be kept on the const on si a of a when installing SHEET
•-v A l / / GRAPHIC SCALE
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SKIMMER Fie I I I matthewo /07/2023 10:22:22 AM ( IN FEET) v
SEDIMENT / I I I 11
BASIN#1 / I 1 1 inch= 50 ft.