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Home My WebLink AboutSW1191201_Plan (Set)_20200224STORMWATER SUBMITTAL DPS - NORTH CAROLINA NATIONAL GUARD MORGANTON REGIONAL READINESS CENTER (NC CONNECT) PHASE II - NEW CONSTRUCTION PROJECT TEAM ARCHITECT - PRIME PFA ARCHITECTS CONTACT: MS. CYNTHIA TURNER, AIA PHONE: (828) 254-1963 196 COXE AVENUE ASHEVILLE, NC 28801 CIVIL ENGINEER TIMMONS GROUP CONTACT: MR. FRANK SLINSKY, PE PHONE: (919) 866-4505 5410 TRINITY ROAD, SUITE 102 RALEIGH, NC 27607 OWNER NORTH CAROLINA NATIONAL GUARD CONTACT: MR. HAROLD LITZENBERGER, PM PHONE: (919) 664-6073 1636 GOLD STAR DRIVE, SUITE 2600 RALEIGH, NC 27607 5155 WESTERN AVENUE, MORGANTON, NORTH CAROLINA 28655 NCSCO CASE #: 16-14394-02B R NE z 6RoN D E�� P JENUE SON GPRSVv N PRR� UE vvESTERN AvE N PHASE 2 SITE \/1 CI"1 TY MAP INDEX OF DRAWINGS C0.0 COVER SHEET C0.1 OVERALL SITE PLAN & KEY MAP C1.0 EXISTING CONDITIONS MAP AREA'A' C1.1 EXISTING CONDITIONS MAP AREA'B' C1.2 EXISTING CONDITIONS MAP AREAS'C' &'D' C1.3 DEMOLITION PLAN C2.0 OVERALL STAKING PLAN C2.1 STAKING PLAN AREA'A' C2.2 STAKING PLAN AREA'B' C2.3 STAKING PLAN AREAS 'C' & 'D' C2.4 STRIPING & SIGNAGE PLAN C3.0 OVERALL SITE UTILITY PLAN C3.1 SITE UTILITY PLAN AREA'A' C3.2 SITE UTILITY PLAN AREA'B' C3.3 SITE UTILITY PLAN AREAS 'C' C3.4 FIRE APPARATUS ACCESS PLAN C4.0 OVERALL GRADING & DRAINAGE PLAN C4.1 GRADING & DRAINAGE AREA'A' C4.2 GRADING & DRAINAGE AREA'B' C4.3 GRADING & DRAINAGE AREAS'C' &'D' C4.4 SPOT GRADE PLAN AREA'A' C4.5 SPOT GRADE PLAN AREA'B' C4.6 SPOT GRADE PLAN AREAS 'C' & 'D' �4.7 PRE -DEVELOPMENT STORMWATER MANAGEMENT PLAN �4.8 POST -DEVELOPMENT STORMWATER MANAGEMENT PLAN C5.0 OVERALL EROSION CONTROL PLAN C5.1 EROSION CONTROL PLAN AREA'A' C5.2 EROSION CONTROL PLAN AREA'B' C5.3 EROSION CONTROL PLAN AREAS 'C' & 'D' C6.0 LANDSCAPING PLAN C6.1 WET POND SCM PLANTING PLAN C7.0 STORM SEWER PROFILES C7.1 STORM SEWER PROFILES C7.2 STORM SEWER SCHEDULES C7.3 SANITARY SEWER PROFILES C7.4 WATERLINE PROFILES C8.0 SITE DETAILS C8.1 SITE DETAILS C8.2 SITE DETAILS C8.3 SITE DETAILS C8.4 SITE DETAILS C8.5 SITE DETAILS 'I " _ 'I 0 0 0' C8.6 SITE DETAILS C8.7 SITE DETAILS C8.8 SITE DETAILS C8.9 SITE DETAILS C8.10 C8.11 SITE DETAILS SITE DETAILS C8.12 SITE DETAILS C8.13 SITE DETAILS C8.14 SITE DETAILS C8.15 SITE DETAILS C8.16 SITE DETAILS APPLICABLE DRAWINGS INCLUDED IN SUBMITTAL v 00 o 00 M v N v Qj a � V M N a z m .� XN Lrn n') s O fV N V v 00 oo lD 00 fV 0- 00 cc U Q •- v s UV t V O N O � O0 N x w w rr o m a 5 LO 'w i N W Y"aO �O S' z 7 O 1 � LS') U O w o U N z T.zc0�o . o fn w 'U 'i -" s > U o � H � � o ¢ J E • • O '� C o U.N �� cxa H >. zi�=QLnwaLL c\1 _Q �p z y= p- � o CU w Z Z O CU CU Z w 0 Z Q w CU V w J U) Q w Z Z O O0 L Lo Q 0) 00 Q w 0 N z O� U z Q J N - Z Q Z O z � J = O ca O � � O Q LU C) U m�� Z 0 a)�O ��Q M N O �L � 5' ZQ (c) Lj-0) CLO 0-jLO 0 w Lo Revisions No. Date 2 2020 FEB 12 Project Number: 1711-B Date: 2020 FEB 12 Drawn by: FS COVER SHEET Sheet Number: ;1 �•0 Mr. -, mr, 0 NNWMI [all \ � ®� .• /, �•\ � � `sii. • ��jj�+•��ja��ja•��j••��1.60WOOM•+•��•••��la�•+•��•a�j��•laj��•a••+��•laj�� , �•. �__•..-- �•..- !s•.-� �•..- �•..- ems••.- �•..- �sw•.- �•..- �•w.- �!•..- �•w.-=�♦a�asic • ®•• ,1 I 17 � / :. 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N J TR lLE I I J STOR / ) \' l( / r > l I l _ i x x I \ I OBIL / 1 l l / / \ I \ I GOINS, 1-STORY DOC ' Do DOC / ( BASKETBALL /I r J w I I t ! JOSHUA R 1225 / ✓ 1-STORY 1 STO Y 1-STORY / I COURT I s " ti I I I \ / 1 I ` I PIN NO. 2701547620 � BRICK BRIC BRICK J / / i e,\ I I I \ �RAILE''/I l ' BUILDING U BRICK BUILD G ' ' BUILDINGS STATE OF NORTH CAROLINA o J „ ' BUILDING / \ J I I \ r I i B.M. 2394, PG. 576 FAREA'C': DRAWINGS C2.3, C3.3, C4.3, C5.3 s �I / 122�� N�,-7 t _ �� r J I x �� , I I AREA D .DRAWINGS C2.4, C4.4, C5.4 1, w 1 Tr__/ js 1 1 / O FF U�D NG I 1 I I I RAGE E . STORAGE \ I I �\ V J✓ 11 \l 1234 ~ 1-STOR DOC BUILDING EX \ 1-STORY DOC I I DOC , I 1-STORY EX I CLASSROOM x I I I 1 1-STORY I I \ / I Qkl� Bl 1-STORY \I� � BRICK � � u 30' �' �` III 1233 / / X �l{� BUILDING DUKEL�BUILDING STORAGE BRICK BUILDING BUILDING o BRICK BASKETBALL x I x I a DUKE x I IqI_ + _ \ BUILDING BUILDING I COURT i I � I c�i_ - ( 1 \� /� II ENERGY ti I _cd 237- \\\\ �\ x I w ? / 4 1235- PROGRESS ' - -\ \ \ �U " c ( HVAC (2) HVAC (2) N UBSTATIONI /I - \\�� \C �� '-- '///II(_ IICb I / I I / / 1 \ \c'c?S `i J (�~ / J r /r / j n , v \ \ \ ❑ ` v� I x �' \ Al ^\\ �11 \ \ cy I \Xp- �C , 'I _ - - \ \ j l - l _- _ 'i - f\ J I x I i\ %237- i J ti G G Li - - D RD RD O !\ /\�Iriv�=D== _-;_- - - -_- - - - - -_ `_-_-----_-_-_____ �t / D SCALE1"=50' f\1235r�// ��\�\� �— �� I /� \�--�I r �'�� T�--____� __-----�`;---�'--f_` �7 I 0 50' 100' w x x x x x8 ii ■si aj o E 7 000 M 0 C N V oM v X N � V aaj N M %D _c oo N IZ 00 o Q •V c c V � a _ V a� =O N O � O u L N o U W • o m a "' cn o 7� W 0 • ` u z g . • O a W o U N 0 ci •LO o Z c Z W J E p •� 0 o U is H r z�Q�n�al� IIIIIIII111,,i `,`'``,1 ^� l = U co` Z co U W z z O U U z II C Z W �U vJ Q w O z z U LO O0 L Lo 00 Q w 0 N z U z N Q z z Z .. a--+O JO O _ N cy) � r^ ti LI Q U� m2a) _ O W O M 2)O Q L � 0" z (fl v� �Q z �O 0_jLO 02 U)�L0 Revisions No. Date 2 2020 FEB 12 Project Number: 1711-B Date: 2020 FEB 12 Drawn by: FS OVERALL SITE PLAN & KEY MAP Sheet Number: ■ ------ -- -%/ SURVEY NOTES / \ \ - / - - - - - - - - - - - - - - - - - / / / / / / / / / _ _ / _ _ _ \ \ \ \ \ \ \ \ \ / / / / / _ _ , _ ,_ - _ _ _ _ �•a, _\ — — — — — - - / / - - - - - - / _ _ - \ \ \ \ \ \ \ 1. EXISTING SITE SURVEY INFORMATION IS FROM TOPOGRAPHIC SURVEY BY - _ - _ _ _ _ _ - / / _ _ _ _ - — _ — / _ _ _ _ \ \ \ \ U \ \ \ TIMMONS GROUP, DATED JAN. 27, 2017 THESE PLANS DO NOT ASSUME ANY _ _ _ _ _ _ _ _ _ \ \ (� \ \ LIABILITY FOR ANY EXISTING INFORMATION BOTH SHOWN AND NOT SHOWN ON _ _ _ _ _ / _ _ _ _ _ / - -------- - - - - ------------------------ - - - - -' / // // /' /' / /' / i' �' // /' /' / / -----------------//'/////_ / - �_-___- \ \ \ \ \ \ Z� \ \\ \ — — — — — — — — — — — — — — — — — — — — � ,� // � / � � � / / / � / �_------___ � _ _ j � �� ,,, � __, ,__ ___ ___ THE SURVEY AND ANY CHANGES TO THE EXISTING CONDITIONSTHATMAYHAVE _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ / / , _ _ _ - - \ ` \ \ \ \ \ ` \ \ \ OCCURRED AFTER THE SURVEY WAS ISSUED. CONTRACTOR SHALL VERIFY ALL - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - \ _ / / ' / / _ / / / / / / / - - - - - - - - - - - - / / i _ _ _ - _ - _ - _ _ \\ \ \ \ \ \ \ \ \ - - ------------------------------------ - - - - -- / �/ / / / / /' /'/ /-_-_-_-_-_-_----------' '� _ __ \ \ \ \ \ Q \ \ \\\ \ EXISTING SITE CONDITIONS PRIOR TO CONSTRUCTION. _ _ _ - - - - - - - - - - - - - - - - - - - - - - - - - - \ \ \ / ' / / '/ // ' ' / ' / ' ' / ' / / ' / ' / / '/ ' / ' / ' / '// // / - - - - - - _ - - - - i - \ \ \ \ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ / , , / / , , , , / / / / /� �� _ _ - - - - _-1206-= _ = _ , -- - _ _ _ \ \ \ \ \ \ u1 \ \ \ \ \ \ \ 2. THIS PROPERTY LIES IN ZONE X, NOT A SPECIAL FLOOD HAZARD AREA, PER FIRM \ _ --_--------------------- ------ // / // / / ',' / / / _--_____----------' 121�/_=_ __ -_-_\ \`\ \\ \ Z # 3710270000J, PANEL 2700, EFFECTIVE DATE SEPTEMBER 5, 2007. —-------- - - - - -- _ _-_-----------------_____\ / / / / _ � \\ \\ \\ \ \\ \ 3. HORIZONTAL CONTROL IS BASED ON NC STATE GRID, NAD83 (2011) AS \\ -- — - -- ---------- - - - -\\ / ' / , ,'� i'/ ice' i� — ——__—__-________-_____-' _ \\\\ \ H.\ \ DETERMINED BYGPS. �__' ------------------- - - - - -- /' / '9� / /' ,// // / / , // / ,/ / / /'�-----_---- \\\\\\ \\ QC -------- -- --- \ \\ � / � /i 4. VERTICAL CONTROL BASED ONNAVD88. —1225 — — — — ___------- \` \ \` \\ \ \ \ \ 5. CONTOUR INTERVAL IS ONE FOOT ( 1.0" \ \ - - - - - - - - - - - - - - - \ \ \ \ \ - \ \ - - _ / / / / / / �� / / / / / / , , / / / / / ' / _ - - _ _ _ - - — — \ \ \ \ \ \ \\ \ \ 6. THE LOCATION OF SUB SURFACE UTILITIES AS SHOWN HEREON, IF ANY, ARE EX. SSMH2 / ��/ / / ' ' ' ' / / / / / / / / / / /' / / ' / / - - - - - - - - - - - / / / / / ,' / / / / / , / , / _ _ _ _ _ - - - - - \ \ \ \ \ \ BASED ON FIELD LOCATION OF SURFACE FEATURES AND MARKINGS PROVIDED / RlM:1,172.35' /�� /`S'9 / / / / ,/ / / / / / , / , / / /-- \ — — — — \ - \ - - -� /' / / / / / // / / // // / / _' ----- \ \ \\ / / / / , / / / , , / / , , - \ \ \ \ \ \ _ - - - - - - - - - - \ \ \ \ \ \ - - ' ' / / / / ' / / / / / , , / / / / /' / / // // / 3'1 - - - - - - - - - - - - - - - - - - - - \ \ \ \ \ \ \ \ \\ \ \ BY TIMMONS GROUP AND ARE APPROXIMATE. OTHER SUB SURFACE UTILITIES / INV. IN: 1, 163.97 6 'L/ / / /' / / / _ \ \ \ \ - \ \ \ \ \ - / / / / / / / / / / / / 12 _ - \ \ \ \ v \ \ \ \ \ \ / , // - - - - - - - - - - - - - - - - - - - - - \ \ \ \ \ \ \ \ \ \ \ \ MAY EXIST ON THIS SITE THAT ARE NOT INCLUDED IN THIS SURVEY. INV OUT.- 1,163.90 \ / / / / / / / / \ \ - - - - - - - - - - - - \ \ - - - / / / / / / / / / / / / / / / / / _ _ \ \ \ \ \ \ ,---\-_- ,,��-- —1235- 7. THIS SURVEY DOES NOT VERIFY THE EXISTENCE OF, NOR CERTIFY THE - - - - - \ - - ; ` \ ' - _ - - _ ' - , - '_ / ' , - ' ' ' ' ' ' ' ' / / / / / / ' / / / ' / ' / / / ' - - - ` \ \ \ \ `` \ \ ` r\ \ \ \ \ LOCATION OF, ANY JURISDICTIONAL WETLANDS THAT MAY EXIST ON THIS \ ( I y� .- 1240 \ J 8. THIS SURVEY IS NOT, AND SHOULD NOT BE CONSTRUED AS, A BOUNDARY SURVEY. THE SURVEY IS FOR PLANNING PURPOSES ONLY AND SHOULD NOT BE USED FOR THE TRANSFER OF REAL PROPERTY. THIS MAP IS NOT SUITABLE FOR rlr/IIII (IN RECORDING. 1 I 1 I I I I I I . /> ///--12_-45_- / \ \ 9. RIGHT-OF-WAY AND PROPERTY BOUNDARY INFORMATION IS BASED ON DEED BOOK 61, PG. 91 AND IS APPROXIMATE. WOODS j „w EXISTING CONDITIONS LEGEND EXISTING PA VIL ION AVILION ' / /� \ \ \\` \ (\\\ \✓ /_ \\ \\\\ -_' / '/ �/// ''/ j /_/ - �-_- _- /_�' / ' // // ',,/- '/ \ STORM PIPE J --x-------- ----- --X- - - / � \ \\ \ \\\\ FENCE - - - - PAINTED GAS LINE — G POWER LINE FROM RECORD DRAWING PAINTED POWER LINE UGP 11 INL{ET1 UGP-R- - — 1 1 1 1 l I \ '\- —'' i , \ I 1 \\ \\ \ UGToHP PAINTED TELEPHONE LINE — �2�� // /I i 11 1 1 \\ \ \ \\ \ \ \ \\\ \ \\ TELEPHONE LINE FROM RECORD DRAWING uGTR / I I I I I 1\ \ \\ \ \ \ \\ \ \ \ PAINTED WATER LINE W WATER LINE FROM RECORD DRAWING wR , I II II \I \ \\ \ \ \ \ \ \\ SANITARY SEWER LINE — —SAN— S 1 , EX SSMH 3 I ' ( I I 1 ' /,, -- - - - - I I I I { ---_J\ SAN-R RIM:1,192.36 SANITARY SEWER FROM RECORD DRAWING 1 I \ I ------_---__-_-_- _ -- \ PAINTED CABLE TV LINE UCATVINVIN: 1,176.29 I I I I _pd I INV OUT:1,176.26 I I I uF L ---- -- o -- PAINTED FIBER OPTIC LINE --_____\, _ _9235 - _----_-- - - -- - ____ EDGE OF WOODS ____r I -1230 - - - _ - - LIGHT POLE I, II I I I -WOODEN . . X m y STAIRS - SITE BOLLARD -- - Ai UTILITY POLE 0 - c� ,{ SANITARY SEWER MANHOLE S EX. 12'CHAINLINKFENCE - - - - - - - - -1229- - - _ - ' x- - —�� — STORM SEWER MANHOLE _ CLEANOUT (SANITARY OR STORM) 1225 _ X—� xx——x—X x—— cb \ J^N DROP INLET EX. GUARD TOWER r -A BUILDING #7 (4 OF 4) FIRE HYDRANT EX.SSWRMHA2 ----- \ \� m -- -- --- \o \` /\ 1 I I I I I I I v o RlM:1,21700' - --- - - - - -- ------------- WATER VALVE / \\ 1 I I I I I I I I I I I I ti I I I I I I I 1 \ 1 INV IN: 1,198.72' \ \ \ I I W // 1 \ 1, n \ \ /- s _- - -- ---- �- \ \ \ \ 1 I I I I I I I I o I I I I I , \ \ INV OUT: 1,198.52' \ \ \ Q / \ I I rT1 - TELECOM BOX GRAVEL \ \ - ,\• \`\ w / I o I I I I I I I I I I I \ s 1 \ \ \ \ I \ cl)} a) \- \ 1 I \\`\/l l I I I I I I I I I I I i I II 1 I I \ \ \ \ \ may, \ I 1 I / I \ � I ` / I \ \\ \ ASPHALT PAVEMENT �� / I I I I I I I I I I I I I I I 1 \ \ \ \ z\\ \\ \ \\ 1 1 I i I \ I EX. 12"CMP I I \ \ EX. 12"CMP I x \ 1 INVOUT' 1,222.25' \ \ / \ \ _ - - - _ CONCRETE PAVEMENT Imo.'......\ / INVOUT- 1,218.67' L� — — \ p EX 12" CMP d I `I m \ EX \ UGP R ` _ _ — \ 1 \ k I -- -� \\ lNV OUT. 1,21770 1 I GATE - s ' h I \ \ \I �rX=r—r — . 1 tit- - - r NI I -\.:EX .-�.-- ATE r\ [ G EX. 12"CMP II\ I j: \ \ \ I I 1 0 \ \ \ EX. ASPHALT \ EX SALLYPORT ! I. \ \ \ 7\ INV OUT.' 1,217.16 II \ I.. DRIVE t1 1' • \:.' \ , : I" �.'. \ ' ' ... [. \ I \ \ ....Z W I./ 1 S \ Q p�. \ 1 I .'.. \ \\ \ \ I I I I 1 \ RIM.'1,213.23 �\ \ \ n k �� _' 1 \ o�G EX. SSMH4 1 I INV. IN: 1,198.90 IN I I 1 I I I I 1 I \ V OUT: 1,198.83 \ ` EX DI \ I EX. 12"CMP \ \ \ I........ I \ c RIM: 1,215.62' I I \.' ....... INV OUT.- 1,220.87' \ \ I INV IN: 1,213.89'(N) \ \ I .'' .... I / EX. 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SSMH S ,� i\ I I I ( cP� \ 11 , I \\ ........ �\ \ \ \ \ I I RIM: 1,211.83' , \ l- ti 1 ! EX. ASPHALT EX. ASPHALT .... . 1 \ 1 \ \ \ \ ... I I N I _'. I I m INV 1,200.90' — — I \ 1 I, ' ,, — RIM: 1,218.36' I. ..... I I I..:'.. y ) .'. ' ..... ' .... ' . .. Q 1 EX ASPHALT PAD I I I PAD r. ' \ \ \ \ I I C\ \ \ \ I \\ .' ... \ \ \ \ I I N I I I Nv I ti INV OUT.' 1200.80' I I ... Z W .... , Y INV IN: 1,215.41 ' (E-4 I I o I I I I o o I:. _ is ' ..T.:. '. 1 I I II 1 I' PAD I .. I I :. i \ \ CONCRETE I I I I .. .. ' INV IN: 1,204.10 (E-4') I I I I \ N STEPS I Q O ... I I ` �/ INV IN: 1213.90' S-8" I� , I II. \ ( ) z I I 1 WITH �C I V INV OUT.' 1203.95' N `m I I I I I I I N I -- 1 HANDRAILS lol': L .T :::...::.. \ - EX. 10-FT I z I \ \ \ 1 IA 1\ \ \\ I I I I I ICONC T EX Y I::. I CONC. j� .. I Y WALL � I \ I I I I I 1... I f/ II PAD I I I EX. ASPHALT \. �.. T_.� , f I , - N I 1 I I I PARKING LOT I I Ex Ex. DI + ............ BRICK I I — ,_ .'._ ..... I WESTERN YOUTH` - I EX. 10' CHAINL lNK FENCE SIGN RIM: 1,210.55 I I I 1 16-STORYBLOCK _i1... INV lN: 1,206.55 I L . ._ EX ASPHALT — / I DRIVE T-- BUILDING .. FFE: 1,219.07 T, \ L /..� L— I:........ s f _'— — �.. .� 1... 1 . —... ... ,... (MAIN BUILDING) EX. CONC I 0.75' x 1.25' DRAIN FOR �� \ I. \ r I•. I Y BUILDING #1 - I WATER PUMP y, CONCRETE ' .. I I \ I \ 1 EX UP I I .....:::. • : I 1 T _. _ .- STEPS II. LIGHT / .'..... f... : ) STEPS . I I I II.' :: .... I I I \ WITH I I 4 I ' \ \ I ( / ( 1 \ \ 1 I \I \ / '. :': \\ \ \ \ \ \ \ \ I I 15„ RCp;y��-..-.'-.'-...../ .. — — 1.'. HANDRAILS ..� I II:'.'.'...'.'.'.'.':..I I I \ rr SAN= —sA f c = SAN \ Ex. GUARD EX. 1 1 \ \ � \ 1 j T... I —EX. W 1 \ TOWER CONCRETE i.. . {. .. . ... . .:. I \I �r1rd BLOCKASPHALT BUILDING W.__/ #7 (3 OF 4)— — EX ASSTORAGE I SHED PARKING LOT ... BUILDING \ \ I EX 15"RCP #8 \':... \ I I I INVOUT.' 1,202.48 11- ; .............. — — �....-.-.-.J� I I I ..... I I EX. SSMH6 /+ / .'..... I I %�./ ... \\ \ J \ \ I I I 4 RIM: 1,218.44' � . y. �\ \ I T UGP I I I EX. 10' CHAINLINK FENCE \ ou I 1 1 \ \\ I I I o I I ' ..'..� I \ 1 r ) ou \ l I \\ .......\ \ \ \ I I O I I - - - T' . I / ( 1 ...,, t: l I I INV IN.' 1,208.14' / ' �` x— — x x— \ �i ' . . r. ... ./... I ...Q INV IN: 1,213.69'(N) UGPR— --UGP-R- 1 INV OUT 1208.04' S , — T \ OwR.._ r G` o r I n ((\ \\ x�\ . EX. 2'TALL BLOCK WALLS l > 1 \.... �'.. �. ...'.... .../._._ I �X.� Tom:' MATCH LINE DRAWING C1.2 . EX. EX DI EX DI \ II l l .—..—.-r-CcO�1NrC. RIM: 1,21731' RIM: 1L,2c%141.8r0 y EX. 12" RCP PIPE 212.47' r919'> STAIRS lNV lN: 1,INV IN: 1,209. INVOUT: 1,206.74'' \ —' UGP . . II rLo \I` ;P-/ - II';� __r�r\ r—r\7•7��...—. \.. —\j, : -.a1 rI ._S :�--:rr.—ir\;7 r—_r —.—.I- iII /T\ /\T7�*r\ \ `I I II I I x\ ocTz� P SCALE 1 =30 GATE D P I�I i I I IN \\ f.... \ \ 1\ .�...... �. �.........Ia v -\�. _1190- EX 12"RCP _ — / \ / , 1.... I Z, A . ^ ..� .... I Z I k I 11 EX I- 11 �j 5 30' 60' (� I I II I CONC. Z I I Y M III V \\ I 10' CHAINL INK FENCE I' \ s g / I I I I� c c I I rT1 - / x— — -X- EX PAD �I l 1 I o 00 m U E r, O Q Z X N fV N rn +, ,M U i p U v �0 N 00 N 06 Z � a ■ i c O C C U U C=LCU CL N LO 00 o U c\j rr ~ w o m W_ a LO cn = Z O Y-00�t0 o 1I LS') O i W 2V5 C"coa) E W U 0LL ¢ J o C) H tmairn E • • O '� C cal U 0 >1 >. Z11--QLOwO_L_ IIIII/II��,,i ``````,,� Q -c� COZ J �y v0 co ` 0co dL C) U W z z O CU CU z W C) 0. Z Q w Z) CU v v U) W z z 0U O 0 LO L Lo 00 Q w O N z 0� U z Q J N Z < z 0 Z � J O = cu O 0 V Vw r 0 o I..L C) Q m _ ` 0 �� a) �O > cy) U Q O Z C'7 N L q- 5' z Q cn (6 z O LO D_jLO 0 G vJ G Lo Revisions No. Date 2 2020 FEB 12 Project Number: 1711-B Date: 2020 FEB 12 Drawn by: FS EXISTING CONDITIONS MAP AREA 'A' Sheet Number: \\\\ `\ `\\' ------- - - - - ---- r ------------ LU MCP U' S \\ \\ \ \ \ \\ \\ \ \ \ \ \ — — —— 0 1- 1188 gg- /� zi \--------------- - - - - -_ _ \ \ \ \ — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — \72 - - - - - - - - - - - - - - - - - - - - - - - - - --1217-11--_ OC�D _= \ \ \ \ " — — - - - - - - - - - - - - - - - - - - - - - - - - - - - — - - / _ - �\ \` \� \\ \ \ \\ \\ \ \ \ \_ \ \ \ \ \ _-------- / / p ---- _ - —--———————— — — — — —— \ \ \ \ \ c'' \ ' EX. GRAVEL ROAD — EX.14'CHAINLINKFENCE \\ _ \ //��' \ \`\\ \ \ \`\\ \ \ _ - - - - EX. 10' CHAINL INK FENCE - —x-- x— —x——x——xx —x —x — / EX. DID cL� RIM: 1,224.45 / I I k \ \ \ I \ \ \ \ \ \ � \ I \ \ / \ \ 1 / _ _ - - ' \ ` \ \ Ol- + \ \ \ ` \ \ INV IN: 1222.56 / i, \ 1 \ \ \ c9 \ / INV OUT.- 1,222.45' \ \ 1 (/ / \ \ \ \ \ \ ` \ \ \ \ -------- - - - - -- \ \ \ \ \ \ \ EX. DI RIM: 1,224.90 lNV OUT.' \ _ -722E o� \ I \ WgODS Z \ L \ \ `- - - - - -- \ \ \ \ \ \---------_rn \\ \ \ ri 1 \ �\ \ I I i AO I II \ \ \ \�\ \\ \\> WESTERN CORRECTIONAL CENTER PIN: 2700-11-8549 I I I \ \ \ \ \ LOW GROWTH I \ / /• \ l 1 WOOLZS AND VEGETfI TION I 2 � co Q GRASS FIAD X \ I 1 I I I \ 1 1 \ , � •� �\ � I \ I \ �\ / I \ o x l v 1 r1t \ c \ \ l l \ 1 \ L \ I \ I 1 c 1 1 I o r ---I I r I \ F \ \ I I f rJ \ \\ I I I \ \ L /< \\^ ( 1 fl r\ r \ I II I \ #O \ \ I I 1 I \ 1 \ I \ \ \ \ \ \ \, C , I \ I \ I GRASS I / r \ \ I I I 1 I \\ ) \ \ \ \ II I EX. GUARD I 1 I x \ \ \ I TOWER I \ \ - •\ ) 1 I / / J 1 I \\ �" ` \ 1 BUILDING J #7(1OF4) \ \ \ i / / \ I \ I 1 'l i �/ ( I 1 \ J II \ \ \ r I I 1 \ I \ \ EX. 5" TERRA COTTA x \ \ 1 I (� \ I \ I I I r\ / I I \I ! \I \\ INVOUT.- 1,22784' I I II �I\� \ \\ j � � \I � Il r/ ' i \ �\ \\ � Ir �J�( \ EX. 5" TERRA COTTA 1 /NV IN: 1,22796' / / \ J / \ , \ \ \ \ \ \ 1 I i / - ✓ / 1 I , / I x� 1 ( I / / / �� i 1 Ool MATCH LINE DRAWING C1.2 \ I 1 l 1 \ 1 I ! \ ROSS, CYNTHIA W PIN NO. 2701345209 STATE OF NORTH CAROLINA B.M. 1133, PG. 891 SURVEY NOTES 1. EXISTING SITE SURVEY INFORMATION IS FROM TOPOGRAPHIC SURVEY BY TIMMONS GROUP, DATED JAN. 27, 2017 THESE PLANS DO NOT ASSUME ANY LIABILITY FOR ANY EXISTING INFORMATION BOTH SHOWN AND NOT SHOWN ON THE SURVEY AND ANY CHANGES TO THE EXISTING CONDITIONS THAT MAY HAVE OCCURRED AFTER THE SURVEY WAS ISSUED. CONTRACTOR SHALL VERIFY ALL EXISTING SITE CONDITIONS PRIOR TO CONSTRUCTION. 2. THIS PROPERTY LIES IN ZONE X, NOT A SPECIAL FLOOD HAZARD AREA, PER FIRM # 3710270000J,PANEL 2700, EFFECTIVE DATE SEPTEMBER 5, 2007. 3. HORIZONTAL CONTROL IS BASED ON NC STATE GRID, NAD'83 (2011) AS DETERMINED BY GPS. 4. VERTICAL CONTROL BASED ON NAVD'88. 5. CONTOUR INTERVAL IS ONE FOOT (1.0"). 6. THE LOCATION OF SUB SURFACE UTILITIES AS SHOWN HEREON, IF ANY, ARE BASED ON FIELD LOCATION OF SURFACE FEATURES AND MARKINGS PROVIDED BY TIMMONS GROUP AND ARE APPROXIMATE. OTHER SUB SURFACE UTILITIES MAY EXIST ON THIS SITE THAT ARE NOT INCLUDED IN THIS SURVEY. 7. THIS SURVEY DOES NOT VERIFY THE EXISTENCE OF, NOR CERTIFY THE LOCATION OF, ANY JURISDICTIONAL WETLANDS THAT MAY EXIST ON THIS PROPERTY. 8. THIS SURVEY IS NOT, AND SHOULD NOT BE CONSTRUED AS, A BOUNDARY SURVEY. THE SURVEY IS FOR PLANNING PURPOSES ONLY AND SHOULD NOT BE USED FOR THE TRANSFER OF REAL PROPERTY. THIS MAP IS NOT SUITABLE FOR RECORDING. 9. RIGHT-OF-WAY AND PROPERTY BOUNDARY INFORMATION IS BASED ON DEED BOOK 61, PG. 91 AND IS APPROXIMATE. EXISTING CONDITIONS LEGEND STORM PIPE FENCE —x x PAINTED GAS LINE - G— — PAINTED POWER LINE UGP— - POWER LINE FROM RECORD DRAWING ——UGP-R- — PAINTED TELEPHONE LINE UGT— TELEPHONE LINE FROM RECORD DRAWING UGT-R — PAINTED WATER LINE W WATER LINE FROM RECORD DRAWING W R — SANITARY SEWER LINE SAN— SANITARY SEWER FROM RECORD DRAWING SAN-R — PAINTED CABLE TV LINE UCATV — PAINTED FIBER OPTIC LINE UFO EDGE OF WOODS LIGHT POLE SITE BOLLARD®� UTILITY POLE O SANITARY SEWER MANHOLE S STORM SEWER MANHOLE CLEANOUT (SANITARY OR STORM) DROP INLET FIRE HYDRANT WATER VALVE TELECOM BOX GRAVEL ASPHALT PAVEMENT CONCRETE PAVEMENT SCALE 1 "=30' 0 30' 60' o E 7 000 M 0 C N U oM v Q z 7 m ,, X N L :E U v N oo 2 oo N a Q o (v o Q c_V v aL 9=0 ci m a� 0 N o LO 0_ �2 N 0 o w°' o m a in o Y-ao�� W Q M Z O. 0 N S 10 O a w 2 V5 -0 ai o Z C.Ezocq 0 w N.L -a) a) U o � H = J E • • o C o U ESN M= H r z'nwaLL IINbII��,,,i `,`'``11 % chi W CON - i �0 co U w z Z O U U Z W C Z W Z)U V U) J/ v/ Q L Z` Z o O0 L Lo Q ci) 00 Q w O N z 0� U z J a)Z < z 0 J O ca O ci) �o r V CC W Q U m�& _ ` c:) a) O Q M N L O Z�, Z 155 ♦Q cfl a5 Z V 0-O 0_jLO 0 w Revisions No. Date 2 2020 FEB 12 Project Number: 1711-B Date: 2020 FEB 12 Drawn by: FS EXISTING CONDITIONS MAP AREA 'B' Sheet Number: { \ I 1 \:.... ... . \ Y \ , I 1 1 { { 11 1� + 7.. �.'.)./ \ I 1 1 1 ..... .... :::::. :1::: .....:I..... \ , \�. b I\ I 1 1 , .'. \ \ I (( \ / s...... \ \ 1 r 1 1 I - - 1... .:::: 1 �.� �. /.'.-._.'_ . I 1 JJ . '............ ...'..� II'.......... . f m rr / I I I Y EX. EX. Dl - _ - ' II ........ 'I I I CONC. RIM: 1,21731' , I T ; . 1 I - - - _ \ N m EX DI / _ _ x x RIM: 1,214.80 _ '' ` / `,-. �. -. - - - �: -� - - - - \ I o - SURVEY NOTES / _ > \ \ , . ' . \ .�-'.'... ' '... ' .'.. ' .... . .'... I I \\ \ \� 1 / d EX 12 RCP PIPE r ' .. - ' _ I \ 1 ` I ( ( 11 \ \ ' \ . '. \ ' . '. \ \ T /Nvour. 1,206.74' , :.: _ �- / ,11 l� III I ,I\ \ 1 Imo:_:::::::.. ..:.C':.... _.'l._' 1 \ ' 1 1 \ EX z: - 1 I I I 1 11 \ \ I \ \ x ` � GATE . J I I I I / � .. ': \ \ \ y, 1 .. -I - - �... � .. P_ _ _° "'. f; \ ' ' I \ I I I -- - ;i. >r '. - .-\�:_-'- \ I oy. .......... .. I U , STAIRS INV IN: 1,212.47' INV IN: 1,209.99' A 1 � 1 I \ \ x\ 2 . A ' .. ' . L'. ' ....' .... 'I / , I I..'::. '::.I I I _ l L ' ':'... . I: -'1....''.-] I �\ II I I am — \ I. /y / /1./ / / / / /1r1.r �c / . ' I � 1 /-r/�-/*r - - I 4 :.: ' ':: ' I z -UGP o \ r%�7 \ f. I /T/7"/�T 1 1 z '' ... "...I I \ 1 \� I ` I ......... °. - n 1 \ W — — — �'.:: \ I z \ 1. EXISTING SITE SURVEY INFORMATION TIMMONS GROUP, DATED JAN. 27, 2017 LIABILITY FOR ANY EXISTING INFORMATION THE SURVEY AND ANY CHANGES TO THE IS FROM TOPOGRAPHIC SURVEY BY THESE PLANS DO NOT ASSUME ANY BOTH SHOWN AND NOT SHOWN ON EXISTING CONDITIONS THAT MAY HAVE \ I I II I \ �\ .- - '.':... \ \ :::' / I I I I \ .... .. \� EX 12"RCP ` �1190- III I V ' �� ______==L.- II I I \ _� \ I...... / - I. .. \ - \ 1.... I \ I O' I .. > / / / .I \ ^ / �`I.. / (� U1 Il % � � I. . . .. ( I N� I I ,, - * I EX. .. I r 5 , �' \ 'd , , m _ \I I 1 i N "' A I I OCCURRED AFTER THE SURVEY WAS ISSUED. EXISTING SITE CONDITIONS PRIOR TO CONSTRUCTION. CONTRACTOR SHALL VERIFY ALL 1 1 \ \ :..\..... / - / MATCH LINE DRAWING C1.0 _ _ + ,11 \ / .�{ \ _x \ �.' I : \... / EX. 10'CHAINLIN - \ .' .::%:' KFENCE / I I I G c ( �� ci I II .. k. N M (Zj : I coNc. :' : la :l o I . g x m .� l I' I` - - - _ 11 1 \ ' � / ::'.. �� -- \ I I 1 1 c * - '::'.. :. < -� - - I I -r' .. 1 / .. - _ - \\ , , -' i. \'..�: ` ...............I......... '..... .. __ ) )1 ` \. '�... �v ... .. . '1.... .... _ \ .� t -_ \ c I:: .: .::::::........................ \\\{ 1 1 \ \..... �.:'.:. ... /. I —x� x — —x— .. 1 PAD < ¢ C� ¢ o ¢ o (� 1 Icy --�-11 -�_/. 1 "`:i� 'y ' I:......... Z- OHO O�� OuJ� \ ��.- o I' o o / I r EX. SSWRMHA4T .. { .'.... I I I 1 � I g ¢ U J T J / . GATE i i S %-.. I"...'.....'......'....'.....'.....' I............ m �. J L g¢ g¢ / I T I °� V - I Um I T Jm I F Jm II II RIM: 1,211.99' 1' I 1 I U U {''... c� ^D II x /i I ��I '' EXCONC. c -- I Y s 2. THIS PROPERTY LIES IN ZONE X, NOT A SPECIAL FLOOD HAZARD AREA, PER FIRM # 3710270000J,PANEL 2700, EFFECTIVE DATE SEPTEMBER 5, 2007. _ ---- ... .,....:: .:.� \. .. ' .. ). ' 1 1 I . /.... / _ - - / \ { (I \ ......... :. t: .: ) '....... ... /.... ... .'. - _ _ _ 1 1 1 \ / \::{:::.... ..:..: I 1� \I \ �.. t.::' 1'....'... ( '' \.. —_ III\ t: • + I I \\1 �'.......... .::.... Y:::::\1.:.1...\.....\...'\�...'\....� _ k I' :. :.. 6 - lNV IN 1,207 50 I I c / \ / / - /i l \.... EX 4SPH4LT .:.. F .... CHEEK c c 1 .' I... .. EX ASPHALT ci r I I y/ I i , lNV / I II P '/ / + , ' . WALL ' 12' I ' I 1 I � I ° \ V A I � OUT' 1205 15' G /i I I I- I (0 1 .. I x - 2 4 + v: PARKING LOT r' '.... '.'I // I EXIST. COOLING i 1 '.. :I — 12 x— ) — \.. 1 f.. 11 /i I \ I T �:: I\ I I �1 O J 111 m 3. HORIZONTAL CONTROL IS BASED ON DETERMINED BY GPS. NC STATE GRID NAD 83 2011 AS 1 _ 1 .: ..'.\..'1\..'. 119 � ' ... •.. \ . t . . .. t.. ..:` .. 1 ... •.. 5 \.. 0. \ �. cn.:.: - - - , - I 1 11\ �. 1.� \ . ' .......... \.. .. III \ CiG�, / \ \ /{....., ... \ �.v •.... I ' . ' . " I , �- i // J \ TOWER .......... I I _,:.... ... // I . PAD \ /\.. I ' ...E .. .. I I I� // cci - c \ I. ' I . /\ I I S I I O '.'. ON CONC. / / \ -. . i + I - - - - - / R R 1 I / I I _--- /........ ..'...... W GP-7� - - -UGP \ 1 I I �� N 4. VERTICAL CONTROL BASED ON NAVD 88. 5. CONTOUR INTERVAL IS ONE FOOT (1.0 ). ' ' (' .\.... I ... i - - - / ) 1 I EX. I 1 1 c /... �� .--. - :� + �' ., - - .::' �'_ . + \._ _\ ......... I - )(. , I .. - - -_--.= __ ---- 1 -t -� - --I - - - - - =�� \ -1_-, __ E III I I I _ .. ( { 1 '. - '-- I CONC CHEEK / . X— coil \ I .......... -f -- x — —x i /1 — WALL (O' S) uFo - -uFo - J _ _ ,{ \ ....� UlU:: .1.: 1. EX. �. '. -wC...:':..: .'=� = ... - -- ----1- I .. i I 1 ... .:.:.:.: \: : \. 24 RCP .... -..: GP . - G I.� '.. / 1 � .. / / I \ I r \. .:..:..:.. 1. / . .. / I x Z — I II - _ �� - - - i 1 I \ \..... i:\'::. '...\ .'.�. \'... \'.'.'..\ '.'.. \ .'...\ '.. ' \ '...\�;.:...;.::-::' . + ... ...' 1JGF� .=� +++ -UGP - / / I I ✓ I . { / .. / .. 1.. }� \ ;4 I \ Il z I II ' . / �. -0-2 \ i '... \ \ S MR { 1 - _ - I �.. \ - - I 1 / \ �...._. II �, , r -I I: <j r \ I 1 I �I..a I \ EX1' I Z - 6. THE LOCATION OF SUB SURFACE UTILITIES BASED ON FIELD LOCATION OF SURFACE AS SHOWN HEREON, IF ANY, ARE FEATURES AND MARKINGS PROVIDED I 1 I \ / V \.... \ a..:.:.. \ .....\ \........ \...... - - - 1 1 , I .. % - r - { I 1� � �'.'... : / 1 \.'... \ { {. , '..... __ / \ h, /... /... J i- \ / 1\ X \::\::: ..... EDGE EX A PHALT\i /.. S i - r�0 - I 1 �(.� y ��..\ ....�. \:::::'.' :'.'.' ' ... OF '� 1 PARKING LOT I \..'... t / /. / I . \ .l...\. a EX. Dl I I I z '........... , . \ x � . w ... / m x ++ ........... l VlN(12): 1,208.78 1 11 / EX. 2 / N �I I - I .:.... .... lNV lN(18): 1,20761 .' UTILITY I. m . ... I 1. ::::::: l '. INVOUT.' 1,208.67' .'1 t TANK ON I I I I - _ . 11 / \ \... c 1 I I \ / \ ' '... ' '... '.. �2 ':....':.. '. I:.. ':':. - -, I , 1 WIDE x BLOCK � .�.'... '.. EX 10"CMP I sl.. l I `.i. \ I III " �-- �\ \ I� WALL lNV lN: 1,220.03' \ I I..�+ •. I. 77rT/"/_r"7T/17?rTl7'7�Ti77r7/T/1'7~iT777 , R " c ✓'.... II .. - EX. SSMH 10 GREEN Q � W Z - - - BY TIMMONS GROUP AND ARE APPROXIMATE. OTHER SUB SURFACE UTILITIES MAY EXIST ON THIS SITE THAT ARE NOT INCLUDED IN THIS SURVEY. 7. THIS SURVEY DOES NOT VERIFY THE EXISTENCE OF, NOR CERTIFY THE - _ - ` , / IN I \ .'.. :: ASPHALT .... .. . , . ' ... ".../ / 1\ \ {j:{:::: / ,. / : / , \a [':...�... .. (rYP.) / 1 I: I : ' : /... /.... / .... / ... / .. f 1. ! _ _ / / �) I I tt:: t:: I: a: �:... . ' .. ..... v ' .... ' '.. :..:.N.:..:.., . yz...:.: ' .... .......... ....,...... .. CONCPAD v �..:.: /.... I II I / :':::::::;� . ... / ... `.,-1 .'......'.. I I / ... /�...:::. :: . It - g„ I I I I �` . ' .:� . 1....... l.. TF /` `I . I '........I I o, /� I s. .., : 1 RlM:1,221.35' LAUNDRY s '...... , I \ .. m m' .' h. l �'.'......... I I... T k.. ... '.II ' . IS....;. *CANNOTACCESS* 1, . < ' 1: I'. �.'..... 1 1 � II I ` BUILDING EX. CONC .' ..:...::. f \ • . i ' *RUSTED BOLTS" L I: - , I :. �. .:I !. FFE: 1226.03' .s . x 2 U H LOCATION OF ANY JURISDICTIONAL WETLANDS PROPERTY. THAT MAY EXIST ON THIS 1 \ .. ... y / �.. ' ' ' ' _ . ' .T . _ .. '_ '_ _ 1 k. l/-. /.. I !7`�' ' ' / �.. l c .... /. I I .........:....:....... �L. - - - -.� �. $ \ / j ,' 1 II 2� �sq 4 EX ........................... / I �. a II BUILDING #5 II I .. c .:' QUONSET HUT -TYPE I I I Q - - 8. THIS SURVEY IS NOT AND SHOULD NOT SURVEY. THE SURVEY IS FOR PLANNING BE CONSTRUED AS A BOUNDARY PURPOSES ONLY AND SHOULD NOT BE O \ . .. .. ... .. ...i`�... :.: ..l... EX SSMH 7 .... ... II \ / / N / I 1 : \:.:. ' .�(' .../..:.+ '.. / .::+/ / : % :./.. .. :::::: ::::: .'/.. RIM: 1,213.71' 1 ENCLOSURE - ....... m II I' .. _ - / / a \:::: . / ! lNVIN: 1211.26' E \ n2"l .. 1 k II I I�1 -ucP�\ \ ..:I� _ _ - 1� t \ :::.\ - I:::: �. (..... lNV lN: 1211.26' S - X. SSMH S o I I m I I' ,_ \\ / J 1 l/ l'' O I E I UGP— - x \I k -- / \ .... INVOUT. 1,211.16 I , x I �I x RIM: 1,219.47' I 11 1 I........... // � ,P ^.� :'\:'1:'.' / /' n n \o I rr ; I 1 z lNV lN: 1,216.64' II I I .'...... / I J� / / - - / / / 11 / .' ...... : >"�7 rrlT/ T7~7�i7� 1'T rli7� 1'TYr'i I `: P _ - _ _ / / _ / / USED FOR THE TRANSFER OF REAL PROPERTY. THIS MAP IS NOT SUITABLE FOR RECORDING. 9. RIGHT-OF-WAY AND PROPERTY BOUNDARY INFORMATION IS BASED ON DEED - c / - ' _ "\ / / t / 0� / \ ... /....'...'./...'.....'/....'.....'.. (N) .I \\ '' I A INVOUT.- 1,216.61' II !/ ' ' . l / I II c m\ I' // EX. LOADING DOCK <� /c '' // API P BOOK 61, PG. 91 AND IS APPROXIMATE. -- _ - - ,' -. I : \ ... \:.:::: �.. \:... e':/..:� \ r \::. 1 �::...\ ::. \ :. \ \ ..' �, I I \ :::. `� / '� /� /\ / W C I \ . \ \ . / \ :.: \::::: :.:�::::..... ( �I EX. 10" CMP . lNVIN: 1,219.43' III '� �+ I • e I — �`� \ II'.. ', I ~ I I III I NDITI N LEGEND EXISTING CO O S STORM PIPE ------ -x x / / {::\::::. .. x x „ ��.. .... Q, .. BLUE MAINTENANCE SHOP m / - \ ':/.\�.':: '\::.1\:....\:... \::..\ ... '\....�:.. .. I r �J 4 TF ..'..... 'I /'/\y \ I EX. CONCL..�. s k / / h ......... r ...... \ FFE 1224 91 / - - - 0 \ \ I I -cam I I I I OO ..`�\ .. // c ... I cci o r �\ \ "�.. I+ + I ° � �� I _1 / 12 :. .. , 6 , -_O \ _ (1- .. - �20 // / c� / \ \/ \ '.. C1:: 1 -.... CE / / \ \ I \ ry ; . : ::' I - \ - I' .... II EX SSWR MH :: :' ::: I x X t 1=� A5 :..::: II .. -9.... _ //�� I BUILDING #6 ,I I ................ \ // 1 " I I I °`' a FENCE PAINTED GAS LINE -G— - I / / / N - / / / IN�INK FE IC - - ::\. �.. �.. 1 ' CHA ' ' i i� `�� - \ �� \� +� , .. / 10 , i/�X / -i o\ \\ \ :: r.:.. ��X / i / �� >c\' \ _---� \ \:\:: i - \ / 1 1-� / EX. GRAVEL ": % z -UGP - V— RIM: 1,218.41: j. — > Ex. INVIN: 1,214.00 t)?::.... ..-. I-.- - - - _-c�:...-. CONC INVC}UT._ . ' ._. �_1219-'...... b ..c� PAD -EX^ ' �` - - - - -.. tlt�rkl�. �/f/' I \ r 1. ::. ? I ' . �.... '.. 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BRICK BUILDING �.:..:.: ° ry:.:..:.: / DoC 1-STORY BRICKBUIL� :'::'::':\ry:::::: I /r I I BRICK BU/LDING I G Y NG FIRE HYDRANT WATER VALVE , _r f _ _I� \ m ' / \ \ �{ - - \ 1 1', / I / \ \ I \ �%c( �\ \ \ 111 , , ' / I III I I \ � I\ I I o I I I t1- I I ' I\ I :r: :.:: / I o ::: ::::: ::+ � G 1227 '' I - x ' / TELECOM BOX I \ i 1rL23� �r I\ �� \ \�l ,� �' Gi _ _ _ z - �/ III I rG - G /I I I 1 rL1 b I/� � ?i?::? \ I I / ' G RAVE L \ \ -111 '\\/ \' \ I - ' _ N 1 _� 5 _ 22 _ , I 1 U'-G \ L _ _-- II I �---Q I 1 28_ _ --- \ Lam/ / � � / /_ ASPHALT PAVEMENT / --- - \I, .1' \coil _G__� , - 1 t /�//// — J L CONCRETE PAVEMENT AREA'C' \_i I I \ I �\ \ \ \ \ I I I 1 I v I I / 1 r , I / 1/ / \ i( I I II 'x \ I ( 11 A \ ^\ \ (1 I I I 1 / J/ , / / , , I {- ) /aV / /' x \� I \\ I \ \ I / 1210 �209 / I / f / / �I / \ I i I I:: \\ I ./ $ ( \ I t 1 \ ) , / II i / /,)GP/ / \ // / i I I 'I I I:: \ l , ( 1\ \\ \ I� II 1 I Il / , / J/ )�/^' 1 /' // /l r /� >J / / /f ) I I 111 \ \- \,\ \ \ \ I I I / f r / / / / I / � / Z / ' MATCH GP / / $ / I I x LINE DRAWING C1.1 � / I I \ I \ I' . �'�, - - \ �� L � ( \ \ \ l I ( I I I / / �\ � \) \ I I , , - /' I ) I � / 0� / / l , ' / - > / ✓ / / a > x ' f _ / I I / \-'12 1- / / II / ' f J > J i �'' ) I I \ ( L I I \ 1 I 1 / I �' - _ - 120 �' / ✓' /' / � I/ J // ' - ' ' ! 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GUARD BOUI�DING #7 (2OF4) \ I I \ I I I I 1 I ' \ \ I 1 I 1 1I I \ I 11 , \ 1 I r' \ V ) I / I f I I I::::::..:..I \ / ,- \ I / ) I I / / / I ) ' / I I ::� ::� :::I \ I / / / 1 / I J I ( I ) I ( 1 / I `( I / ....... \\ / / l I ) l ( / l l I I , , I I 1 I C 1 I/ f ,-ti / ( I °/ / 1 I I I I I ) y l \ " , I a I, / ( > / / l i / / 1 I J' : ,� I l) )I l 1 1 / r ) (7 / , I ' /' /' '' 1 l II / ' I I � r - i / I I , /' I I \ I / I I I \ I I I I ( I / / I I I ' ,; x / \ I x I \ / \ \ , I , I , I { I::::..:::� 1, \ l J I / ( I ' L , \) (, rI ; `/ / , ) / 11 / /I \ / 1 I EX 1 I \ \ I 1 I l ti l /! /I ,I l) /I ... 1 1 1 `� / / / ( I \I I l l // I ' " `' " ( I/ Il I (` / I l / - / Il 1 I I ( \ I / ' 1 ( I p ? I , / / / I I 1 i / _ XL—x UGP-R - _ - 14' CHAINLINK FENCE ( I I —X—X xx——x--—x xX�—x x�J _ - " l / T I I - UGP-R - - - - - / r � EX POWER 1 _ UGP-R - - - - -UGP-R - / I ' METER PANEL r ::.:.{ 1 f l l I { i ( / I/ II I/ /� l! I I - I 1 ( I / l ( ..., .:.:. I 1 11 rf \I I I r > J I / / l I l / / / ' I l � \ 1 I / / J / / 1 / I I / / / " 1 1 �• I ) ) / I / / / / / ( I I 1 N 1 / I // J� / ✓ / I I l ) I I N I 1 / I // ( r / I / / I / ) )1 ) l l /-0 I / I - I r 1 / I I \ 1 \ / 1 1 1 / - - - - _ J / � , / - � - r ( UGP_ - EX. 10'CHAINLINKFENCE , • ( R� 1 I i 7i I l / I ) / l l / I \ l I \ / ' / / / / .:.:.: / () I/ / / / ,1 l I I / / 1 / / I % // �l ll / I / //l / ( / / l , ) / \ \) J 1) ' _ _ —x—max x—x--x---x---�t=�x� —x —fix— x�� G 1 _ —� - =SAN- SAN- - - - -SAN- - - - -SAN- --/-- -SAN- - -L- 4-SAN 1 ) \ R I - � --UGT------UGT - �� - - - - G - - _ I -� � UGT - - - -r\UGT - - -E� N- - G 1 \/ � — - ✓ � - \ UGT - � r ` � -G— o � - , / ) I — -��ST --� 1 '\ I /I l( �/ /I /I / IJ // I1 j I I 1 p l �/ ) ( 1 J /l ,l I / / / I I/ I I I / l I.. I ...:.:.: \ / / I I I I I l l % 1 I ( l I I / I I I r / I / ( / / l I f / l ( , / a � / l �-� : I I I l I f I l 1 / / / + I ) / I �.'``:- I 1 / / I + / , / , , / / / f I ( I 1 I I I Rom- � ( / I / / / / ) I f l , / l / f ( 1 4 / ° \ 1 l 1, I l / / / J / / �� , z I / I j / ! 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BASKETBALL cNo I r I l� � w w / \ I COURT - v /� U U I I I I I I\ ,I fI ,' ,/ I 1 I I ) l l / / , � I I / I\ ��' 1 STORY I I l � I *_Q f / // \ I ,' I ? / / \ \ / II ,r I v ) f / < l I M, / / \ (t /� Z /J I/ I ti �, I w x 1 1 I / I Y I MOBILE / 1 I I I / o If \ A � (/ > \ 1 ' ;Y ING -1 ' DoC 1-STORY I f U � II r/ / / I Y BRICKBUILDING I / ( ( Y t / / / y I - x ? G 1 z �( �f �/ // z� z / / 1 1 � \ !//�' `' 6 \ � I TRAILER I \ I y /. I I J / I I i % i\ � ) I 1 I \ / 1 I \ I OWNER INFORMATION \ I GOINS, JOSHUA R \ I PlN NO. 270 �547620 1 ' / / 1 r \/ I" I I I� I I C I ' ' \ \ I \ _/ o o '01 1 \ ` I w \� w I I I I J STATE OF NORTH CAROLINA o I B.M. 2394, PG. 576 17/ J I l lII ) I I �' 'I", I I I J -G�� G -- -G I N \QO SCALE 1 "=30' AREA 'D' 0 30' 60' o , .00 M .o v E -0 oM Q z : ; X N rn U � v m +- 1-1 _c ,6 � _c - o � � a Q �y O ■ E aa) c U c V c 0 Q) a 4-1 - t = VV i °� M a� D N o LO O= � � W rc V N O 0 x T_ W ,w o m Vl � � ZW d U) o _ -a0LO� = z � 0 O a W = r O O _ � N O � �rq ao0i 0 a o z W (D c•Ez�'� , N.L _rnrn x > U J oLTt- � a i � E • • O '� C o U H r z�QLnMalL ESN �� ,`%`�� 1, -.11,, �'i �� I �� -, _ N ! Z .. Z� = U s � Z c i off" y: :'`'�y Ada, •.,��,pN p ,c�'t, ��Q 1 /111111list"�` CU W z z O CU CU z 0■ W C) O■ Z Q LU � CU V V ) J v/ a W � z z O O0 L LO C 00 Q w O N z � U z J - Z Q Z O O ca 0� �i'� 0. V L_ r CC 0- Q W � G �0 U .. m2 � _ ` � � a) O M N Q L I V ,_ z O. " O v) �O Ln 0_jLO 02 VJ�Lo Revisions No. Date 2 2020 FEB 12 Project Number: 1711-B Date: 2020 FEB 12 Drawn by: FS EXISTING CONDITIONS MAP AREAS 'C' & 'D' Sheet Number: ■ ,p ,ul l 1 W QS) 1� 1� 1� 1 CLEARING LIMIT 1� 1� 1� \1, WOODS .�'as —_--�--�-law, � 14 \ 1, A WOODS .. • ' ♦ WOODS 111 ` O\S ♦ / ♦♦ •�Gp\s CONSTRUCTION G \0 11 \� `� 9� LIMITS ` Z ♦piL \ CLEARIN Ll T In IN 10 M DISCONNECT AN \ ` \ ♦ • I - - M \ \ 11 \REMOVE POWER • I ILINE TO POLE IN • \ s ♦♦ \ IRIGHT OF WAY \ ` 9�' �' EXISTING CLEARING LIMIT � PAVILION ' B ) �► . A 10 \\ I\� • ♦ ctiP \ ♦ ` L \ \ \\ ONP` ♦ �� WOODS \ _ OHP - - - \ \ _ \ \\ \ K ~-�-•— A A Cn Now - No \ o EX. GUARD TOWER X— X— -- X� eul X X—X— —X——_X——X- \ \now X —X — X —X — — —X— X X X L— now \O\\ \ n I \ n ax Ir --- D E \ • I I / rl UGP-R \ \ \ - - � • \ I I q AI \ \1 1 1 � 1�3 \ B \ I I II > \ 1 1\ I 1 • - �� z \ I l u \\ 1 ` I H �\ -— tiP� I \ \ I I u y X —� —\� �X---� 1 I —X _ • DISCONNECT AND—----_—_=—Z REMOVE POWER °yp \ \ C) \RIGHT OF WAY LINE TO POLE IN _ — _ - \ � — X �-- \ \ \ \ X I — _ _ UGP T — I � U I — b r 1 GRASS FIELD ♦ \ \ I —a \ \ \ \ \ \ X I— \ \\� — \\ xo.m -- ■ — 11J z WESTERN YOUTH I I-- I 1 -- — I II III I 16-STORY BLOCK1-----1----- \ EX. z BUILDING — — x— _ FFE: 1219— I 1 I CONCRETE ,.07 I I BLOCK i I (MAIN BUILDING) — STORAGE 1 O` BUILDING #1 — —SAN— — i C� - —S — SHED x ' BUILDING z Y _w --- #8 w■ � - \ \ D `�\ � I — I — — — I � II 1 1 II � � — 1 X�� I I X _` — O I __ • \ \\ I— yA — x— — x— I L N • \ \\ — — 1 / I w I — X. GUA UGP-R — — I e — EX. IL lNG 7 GUARD - \ \ \\ — — — — ( I (3 OF 4) � ci / TOWER BUILDING GP c \ B I1 I II I I / GP Ir—==1—== � I I I OF 4) \ _ rrr. m / = 0 1 1\\\ ` I I ' I 1 I�(N — - _ _FI I I � I I Qom'°,UGP L X I I co `\ \ s --- x---�J �'��r '�°z IJI ono o�o� ■ \ �� Q� D eI II \ ■ \;\—-=�1--- x I� I I I UFO — I GREEN LAUNDRY BUILDING Q/ I I ■ x \ \\ - \ \ � p I 1 II I I III imimi777iT17 i777 iTTY i777 i7Ti i7Ti.7Ti.7Ti JG I ■ I d J I II x / / BUILDING#5 J EX. CONC / • 1\ \ \\ / // // // / / // // // �/ L� I \s t. L — — II 1 II ucP— — — w THIS SECTION OF STORMi\\ \ \\ \\ \ I I I II I s� ,,,„� ucP x / SEWER TO BE REMOVED `♦ \� \� B \ \ I I x I I I \ I I II I ofiP �e I / (REFER TO GRADING AND \\ \ v \GPI I �) z I \ c�i I II 1 e i I BLUE MAINTENANCE SHO \ DRAINAGE PLAN). \ \ \ \ \ \ \ \ Z r I J l�L � � EX. CONC I *-0♦ �,\ \ \� cc:�, �� I FFE.• 1224.91 x I I I / BUILDING #6 I� 1 c�iX EX GUARD \ \\ — _ 1 — \ — — l ' — —PPRF '�� I Q I TOWER B — \ L B L B L —UGP-R L uG — s\ BUILDING #7 KEY NOTES - ITEMS TO REMAIN �A EXISTING SANITARY SEWER TO REMAIN B EXISTING STORM STRUCTURES TO REMAIN C EXISTING WATER LINE TO REMAIN D EXISTING GAS LINE TO REMAIN E EXISTING UNDERGROUND TELEPHONE TO REMAIN F EXISTING UTILITY POLE AND CONNECTING UTILITY LINES TO REMAIN, - MAINTAIN 20' MINIMUM CLEARANCE FROM FINISH GRADE TO LOWEST G UTILITY LINE. _ EXISTING LIGHT POLE TO REMAIN H EXISTING UNDERGROUND POWERLINE TO REMAIN EXISTING BUILDING TO REMAIN CONSTRUCTION LIMITS - - KEY NOTES - ITEMS TO REMOVE REMOVE ALL ITEMS WITHIN THIS SHADED AREA UNLESS OTHERWISE NOTED ON THIS DRAWING. K REMOVE UTILITY POLE AND CONNECTING UTILITY LINES. COORDINATE RELOCATION OF POLE AND UTILITY LINES WITH UTILITY PROVIDERS, OWNER AND CIVIL ENGINEER. �\ RFnnn\/F KAANHnI F TOP AND REPLACE WITH CATCH BASIN kDING AND DRAINAGE PLAN). 'H CLEARING � F o _ � o ■ I / a= r. \\ - - — — urccc ccc co X (2OF4) x I 1� _ ♦ a Z - �• �_� j� //X /, \� ♦♦ /,_ — _ ---UGP — G)— — ` \ H G H G H I I I / cptis�♦♦ • - — - - EXISTING CONDITIONS LEGEND UCTION LIMITS- D RD `� Ro • I �'—UGFI-R— e�R—'U I I N!� —UGT A B II X_ �.. --------- ---- --- X X MiT •. ,� I - = SAN SAN — —SAN— — S --UfMR — L wA— w w ��i i f ♦ H S w D H ' DoC B B ��i i W —SAN ■� —�� G — uGP — GT I ,c MAINTENANCE _ _ B � � �� Z l \ J D E F H OHP \ II & LAUNDRY / o _ ' x ■ 1 1 ll / � BUILDIN I ODF/CE I C \ III I 1 z I DoC ' / EX. TRAILER v I J STORDoC DoC 1-STORY - DoC ' 1-STORY ' 1-STORY BASKETBALL x X I 'MOBILE/ II I \ I c BRICK 1 STORY BRICK BRICK COURT x n , I J� RAILEf BUILDING U BRICK z _ —1 / BUILDING ' BUILDING DEMOLITION NOTES 1. CONTRACT INCLUDES REMOVAL OF ALL EXISTING STRUCTURES, UTILITIES, PAVEMENTS, ETC. ABOVE AND BELOW GRADE AS SHOWN ON THIS DRAWING (SHADED AREA KEYNOTE "J") UNLESS OTHERWISE NOTED HEREIN. REFER TO THE 5. STOCKPILE EXISTING CHAIN LINK FENCE FABRIC AND BARBED WIRE NEAR OR ON THE SITE. DEPARTMENT OF 11. PROTECT ADJACENT PROPERTIES, THE GENERAL PUBLIC, AND ALL OF THE OWNER'S FACILITIES. SHOULD DAMAGES EXISTING CONDITIONS DRAWINGS AND PROJECT SPECIFICATIONS FOR ADDITIONAL INFORMATION AND INSPECT THE CORRECTIONS WILL REMOVE THIS MATERIAL FROM THE SITE. COORDINATE LOCATION OF STOCKPILE AREA AND TIMING OCCUR, NOTIFY ARCHITECT IMMEDIATELY. SITE TO ACCOUNT FOR ALL ITEMS TO BE REMOVED WITHIN THIS AREA. OF REMOVAL WITH THE PROJECT TEAM AND THE DEPARTMENT OF CORRECTIONS (BURKE CRV STAFF). 12. EMPLOY A QUALIFIED SUBSURFACE UTILITY LOCATOR SERVICE TO LOCATE ALL UNDERGROUND UTILITIES AND 2. CONCRETE (NOT MASONRY) FROM THE HIGH RISE BUILDING MAY BE PROCESSED AND USED ONSITE AS FOLLOWS. 6. BY SUBMITTING A BID, CONTRACTOR ACKNOWLEDGES THAT THE SITE HAS BEEN INVESTIGATED TO DETERMINE EXTENT SERVICES WITHIN THE LIMITS OF CONSTRUCTION (INCLUDING BUT NOT LIMITED TO ELECTRICAL, TELEPHONE, GAS, THERE WILL BE NO ADDITIONAL PAYMENT FOR THIS: OF DEMOLITION WORK. WATER, SEWER, CABLE, FIBER OPTIC). 2.1. CONCRETE MAY BE PULVERIZED TO CABC STONE GRADATION AND USED AS BASE STONE UNDER ASPHALT AND 7. VERIFY ALL ILLUSTRATED KNOWN UNDERGROUND ELEMENTS SHOWN ON THE DRAWINGS. EXERCISE REASONABLE 13. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH APPLICABLE STATE AND OSHA REGULATIONS. CONCRETE PAVEMENTS. PULVERIZED CONCRETE FOR USE UNDER PAVEMENTS WILL BE INSPECTED BY A MATERIAL EFFORTS TO PROTECT ANY UNKNOWN UNDERGROUND ELEMENTS. NOTIFY THE ARCHITECT IMMEDIATELY IF UNKNOWN TESTING FIRM HIRED BY THE OWNER FOR EQUIVALENCY TO NCDOT CABC STONE. ELEMENTS ARE DISCOVERED THAT WOULD NECESSITATE MODIFICATION TO THE PROPOSED DESIGN. 14. ADJUST THE TOP ELEVATIONS OF EXISTING DRAINAGE AND UTILITY STRUCTURES THAT ARE NOTED TO REMAIN WITHIN THE CONSTRUCTION LIMITS (WHETHER OR NOT INDICATED TO BE MODIFIED). THE TOP ELEVATIONS OF THESE 2.2. CONCRETE MAY BE CRUSHED TO NO LARGER THAN 6" DIAMETER AND USED AS MASS FILL. CRUSHED CONCRETE 8. INSTALL EROSION CONTROL DEVICES PRIOR TO BEGINNING DEMOLITION AND/OR CLEARING OPERATIONS. REFER TO STRUCTURES ARE TO MATCH THE PROPOSED FINISHED GRADES. FOR USE AS MASS FILL WILL BE INSPECTED BY A MATERIAL TESTING FIRM HIRED BY THE OWNER. USE OF CRUSHED EROSION CONTROL DRAWINGS. CONCRETE FOR USE AS MASS FILL SHALL BE ALLOWED UNDER THE FOLLOWING CONDITIONS: 15. REPLACE ANY EXISTING TREES & VEGETATION DAMAGED DURING CLEARING, DEMOLITION OR CONSTRUCTION OTHER 2.2.1. THE MATERIAL IS CLEAN OF ALL EXTRANEOUS MATERIAL SUCH AS REBAR. 9. ALL WASTE MATERIAL GENERATED FROM CLEARING AND DEMOLITION ACTIVITIES SHALL BE DISPOSED OF OFF -SITE IN THAN THOSE SHOWN TO REMOVED / CLEARED. REPLACE THOSE TREES & VEGETATION UTILIZING A LICENSED 2.2.2. THE MATERIAL IS WELL MIXED WITH SOIL ACCORDANCE WITH WITH ALL APPLICABLE RULES AND REGULATIONS. CONTRACTOR SHALL DELIVER METERS TO LANDSCAPE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER. 2.2.3. THE MATERIAL IS BURIED AT LEAST 5-FT DEEP AND LAID IN NO MORE THAN A SINGLE 1-FT LAYER. UTILITY PROVIDERS. 2.2.4. THE AREA IS PROOF ROLLED AND COMPACTED TO SPECIFICATIONS. NOTE THE AREA UNDER THE FUTURE 16. PROVIDE POWER, WATER, AND ANY OTHER TEMPORARY UTILITIES REQUIRED FOR DEMOLITION AND CONSTRUCTION. HELIPAD SHALL BE COMPACTED TO 95% STANDARD PROCTOR. 3. MASONRY / BRICK AND MORTAR FROM THE HIGH RISE BUILDING MUST BE REMOVED FROM THE SITE. 10. ALL PAVEMENT OR CONCRETE TO BE REMOVED SHALL BE SAW CUT TO PROVIDE A STRAIGHT AND UNIFORM JOINT WITH 4. EXISTING UTILITIES OR STRUCTURES SHOWN ON THIS DRAWINGTO REMAIN OR BE MODIFIED MUST REMAIN IN NEW CONSTRUCTION. REPLACE ANY EXISTING PAVEMENT REQUIRED TO BE REMOVED OUTSIDE THE CONSTRUCTION CONTINUOUS SERVICE AND BE PROTECTED FROM DAMAGE. NOTE: THE CONTRACT INCLUDES RELOCATION OF UTILITIES LIMITS FOR UTILITY / SEWER INSTALLS (WHETHER OR NOT SHOWN ON THE DRAWINGS TO BE REMOVED). OR STRUCTURES IF NEEDED. SCALE 1 "=50' 0 50' 160, 2400* ��E STORM PIPE FENCE — x x PAINTED GAS LINE G — PAINTED POWER LINE — UGP— POWER LINE FROM RECORD DRAWING — PAINTED TELEPHONE LINE — — UGT— — TELEPHONE LINE FROM RECORD DRAWING — — UGT-R PAINTED WATER LINE W — WATER LINE FROM RECORD DRAWING — wR - SANITARY SEWER LINE - — SAN— SANITARY SEWER FROM RECORD DRAWING — — SAN-R PAINTED CABLE TV LINE —UCATV - PAINTED FIBER OPTIC LINE —UFO— EDGE OF WOODS LIGHT POLE SITE BOLLARD UTILITY POLE O SANITARY SEWER MANHOLE S STORM SEWER MANHOLE CLEANOUT (SANITARY OR STORM) f\O� DROP INLET FIRE HYDRANT WATER VALVE TELECOM BOX o E 7 000 M 0 C N11, v v Q Z m ,, X N 1y) t V v N oo \.0 L 00 N Q 00 o Q (v o Q N a ♦+ v t� LCU a� 0 N o LO L N 0 o x w +) o m a in o > Lo Y-a0LoM W — 1 N (DO a W 2 c/) ao ffi �oz��-Ez -CR V1 W 'i - G)G) U o H w J E E O •� O O o U ESN M= H r zLnWaLL N W Z L) W coN co CD- U w z z O CU CU z I..L W 0 � �z Qw Z) CU V vJ JU) Q LU oU Z z LO O 0 L LO 0) 00 Q w O N z U z J N z z O 7Q Z � - O ca O r C clca O Vw U Ly _ CN O a) O M N Q L O ��a, Z (fl 0— 11) �< z � 0 Ln O O J Lo 02 cn � Ln Revisions No. Date 2 2020 FEB 12 Project Number: 1711-B Date: 2020 FEB 12 Drawn by: FS DEMOLITION PLAN Sheet Number: ■ ;1 ems- � � � � • � IIIIIII I � � � : � � � • • I • D IIII • �3 1 INK � A' ;' �I �• � � � iii;! 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' ` •s1 •••s1� /•p •••• 1 / s0••sss:j MINE �� ® _ � ° . • _ ,, . sss.. ••1 Ilsp•s �s •; :; ■■ ° ��® � ` � : -,. ■ © �''iii:ice ;/ssss ss��ssss •WE IVA, Ire, POP rvroMpajoiffiRpipl, •••••••� A'■�i�� r •• s••sssss••s••1 q�`r % - .. ®� � _ � .-� , . �1 ►. �i- ♦ �is... �ss� .ssss.. •ss.. ssss. _ __ u ��, - o / ; ♦ iosss�s°ssssisssss ��111� �� ■- ', � • < ► ��-11 (/1 � ®I, ��.� ■ ■ ■ ■ - � _ / fl�� •�� ♦ �L�I�/�•i��* �fl ��♦...�•••�••i:��•f.•.� Fd ft_ ► lii. s. sss ss • ■ lM•. ssi ••• •s• •s I� I ♦ ss' • .•••s•••ss••� ■ ..�: I � ;�'Q' � � °�, ♦ � •• ,.. � sssi 1 s�sssssisssss:• ,�� • ssssssii::••ssss ssssl I !`IF . ♦ P ®� , .� • * ss•••ii 1 sss •ssssss u - .r ■ ■ , - ♦ _,� S41,♦ ► �, • �� ssss. ssssi::�••ssss��•�s�� ., o � ♦ I�Q,< � � • � � ssss• � •ss•:: ssss • ■ 1 I ■ ■ ■ ■ � _ � ♦ ♦ , , � �p �� ♦ � �� ssscs � ��sss:•ii••sssssr r ® � ■ ■ ■ � ♦ �`�r�A♦ • • � 11� s ss •ssssssssss ■ � -,, I ■ �.�.®� � ♦<� . ; r� - � ssss. yes• • _ J � ■ ■ u� - � o � ♦♦ •1 ssss:issi:°•! NOTES 1. ALL CONSTRUCTION SHALL COMPLY WITH ALL APPLICABLE NCSCO AND OSHA STANDARDS. 2. COORDINATE THE PROJECT SCHEDULE WITH THE NATIONAL GUARD (OWNER), PFA ARCHITECTS (ARCHITECT), AND ADJACENT USERS OF THE PROPERTY. MAINTAIN TRAFFIC FLOW AND DO NOT INTERRUPT UTILITIES AROUND THE SITE. DO NO DISTURB OPERATIONS OF ADJACENT SITES AND FACILITIES AND/OR THEIR OWNER'S ONGOING OPERATIONS. 3. THE CONTRACTOR SHALL RECYCLE ALL PAVING MATERIALS REMOVED FROM THE SITE AND SHALL PROVIDE DOCUMENTATION THAT THE MATERIALS HAVE BEEN RECYCLED. COMPLETE THE S.W.A.R.W.E.B. FORM AND ATTACH IT TO THE TO EACH PAY APPLICATION. 4. OBTAIN ARCHITECTS WRITTEN APPROVAL FOR ANY REQUESTED SHORT-TERM, OFF -HOUR, OR TEMPORARY UTILITY SHUT- DOWNS OR DISRUPTIONS. 5. DISPOSE OFF -SITE WASTE MATERIALS GENERATED DURING CONSTRUCTION AND FOR OBTAINING ALL APPLICABLE PERMITS FOR OFF -SITE STOCKPILES AND/OR WASTE AREAS. IF THE SAME PERSON CONDUCTS THE LAND -DISTURBING ACTIVITY AND ANY RELATED BORROW OR WASTE ACTIVITY, THE RELATED BORROW OR WASTE ACTIVITY IS PART OF THE LAND DISTURBING ACTIVITY. IF THE BORROW OR WASTE ACTIVITY ARE NOT CONDUCTED BY THE SAME PERSON, THEY SHALL BE CONSIDERED SEPARATE LAND DISTURBING ACTIVITY AND MUST BE PERMITTED THROUGH THE SEDIMENT POLLUTION CONTROL ACT. 6. SEE GENERAL NOTES ON EXISTING CONDITIONS AND DEMOLITION PLAN FOR REQUIREMENTS FOR REMOVAL AND PATCHING OF PAVEMENT FOR UTILITY INSTALLATION. 7. REPAIR OR REPLACE ANY ITEMS DAMAGED DUE TO CONSTRUCTION (ONSITE AND/OR OFFSITE) AT NO EXPENSE TO THE OWNER. 8. MAINTAIN ALL EROSION CONTROL DEVICES AFTER EACH RAINFALL EVENT IN ACCORDANCE WITH NCDEQ LAND QUALITY REQUIREMENTS AND AS DIRECTED BY THE NCDEQ AND CIVIL ENGINEER. 9. FLUSH ALL SEDIMENT OUT OF STORM DRAINAGE PIPES AND STRUCTURES FOLLOWING SITE STABILIZATION AND AT THE END OF CONSTRUCTION. FLUSH OUT PIPES AS NEEDED THROUGHOUT CONSTRUCTION TO MAINTAIN PROPER FUNCTIONING OF THE DRAINAGE SYSTEM. 10. IN DISTURBED AREAS, AMEND THE TOP 6 INCHES OF LAWN AREAS WITH 3 INCHES OF IMPORTED AND TESTED TOPSOIL THAT MEET THE SPECIFICATIONS. PROVIDE DOCUMENTATION ON THE TOPSOIL. 11. ALL SIDEWALKS SHALL HAVE MAXIMUM CROSS SLOPE OF 2%. 12. ALL ADA PARKING SPACES AND STRIPED AREAS SHALL NOT EXCEED 2% SLOPE IN ANY DIRECTION. 13. INSTALL ALL STORM SEWERS TO PROVIDE REQUIRED CLEARANCES TO CROSSING UTILITIES AS INDICATED IN THE DRAWINGS AND SPECIFICATIONS. 14. ALL ROOF DRAINS SHALL BE 6" PVC (SCH 40) @ 1.04% MIN. SLOPE UNLESS INDICATED OTHERWISE. USE DUCTILE IRON WHEN COVER IS LESS THAN 24-IN. 15. PVC ROOF DRAIN PIPING UNDER PAVEMENT SHALL HAVE 24-IN MINIMUM COVER. IF ROOF DRAIN PIPING UNDER PAVEMENT HAS LESS THAN 24-IN COVER, ROOF DRAIN PIPING SHALL BE 6" DIP (IN LIEU OF PVC). 16. JOINT FILL AND CAULK EACH CONCRETE EXPANSION JOINT AND WHERE CONCRETE PAVEMENT ABUTS OTHER PAVEMENTS, SIDEWALKS, OR HARD SURFACES. 17. REFER TO PROJECT SPECIFICATIONS FOR ADDITIONAL INFORMATION. 18. PRIOR TO FINAL PROJECT ACCEPTANCE, PROVIDE AN AS -BUILT SURVEY OF ALL UTILITY SYSTEMS, STORM SEWERS, AND THE STORM WATER MANAGEMENT BASIN. 19. REFER STORM SEWER SCHEDULE ON DRAWING C7.2. 20. FOR 6" AND 8" CURB, TOP OF GRATE IS 8" BELOW TOP OF CURB/HOOD (THERE IS NO LOCALIZED DEPRESSION IN GUTTER PAN FOR 8" CURB). KEY NOTES ABBREVIATIONS 1 8.10 CONCRETE DROP INLET 2 8.10 TRENCH DRAIN 3 8.10 CAST IRON DOWNSPOUT BOOT AND PIPE CONNECTION 4 8.10 DRAINAGE MANHOLE 5 8.10 FLARED END SECTION 6 8.10 STORM SEWER TRENCHES 8.10 INLINE DRAIN 8 8.10 STANDARD CLEANOUT 9 8.10 PERFORATED UNDERDRAIN 6 C8.9 CONCRETE CATCH BASIN 7 CONCRETE ENDWALL (WITH C8.9 EXTENDED WINGWALLS) LEGEND TC = TOP OF CURB ELEVATION BC = BOTTOM OF CURB ELEVATION TS = TOP OF STEP ELEVATION BS = BOTTOM OF STEP ELEVATION TW = TOP OF WALL ELEVATION BW = BOTTOM OF WALL ELEVATION EP = EDGE OF PAVEMENT ELEVATION FG = FINISH GROUND ELEVATION FFE = FINISH FLOOR ELEVATION RCP = REINFORCED CONCRETE PIPE 6" DIP = DUCTILE IRON PIPE PVC = POLYVINYL CHLORIDE PIPE SCH = SCHEDULE HP= HIGH POINT ELEVATION LP = LOW POINT ELEVATION SW = SIDEWALK ELEVATION FL =FLOW LINE TH = TOP OF HOOD TG = TOP OF GRATE TL = TOP OF LID EXISTING PROPOSED FENCE X X GAS LINE G G POWER LINE -UGP - - UGP TELEPHONE LINE UGT - - - UGT WATERLINE -w � SANITARY SEWER LINE -SAN-- SAN CABLE TV LINE UCATV FIBER OPTIC LINE - uFo - UFO STORM PIPE ---_-_-_-_-_ LP LP ROOF DRAIN PIPE - RD- - RD CONSTRUCTION LIMTS PP PP LIGHT POLE MH MH SITE BOLLARD 0 0 MH MH UTILITY POLE {} {} SANITARY SEWER MANHOLE O Co O Co STORM SEWER MANHOLE 0 D I 0 D I CLEANOUT (SANITARY OR FH 0OO FH STORM) WV WV DROP INLET EN FIRE HYDRANT WATER VALVE TELECOM BOX THRUST BLOCKING SANITARY SEWER STRUCTURE ID: Al DRAINAGE STRUCTURE ID: Al SCALE 1 "=30' NOR 0 30' 60' o E 7 000 m 0 C N �p ^ v V om v Q Z m ,, X N , tm/1 b V v N oo I'D oo N a Q o c o Q Q� a s� a� 0 N o LO O� N 0 o x W +� LO ,w o m a in o (A Y"aoLOc) W u z O Oa W o��N-0o W •= -a) a) 2 J E o tm o U ECN M= H r zF-Q.oWaLL chi W CON CO JJ!!!Il111 0 CU W z z O CU CU z L.L W C) � 0. Z QW Z) CU V �U)� vJ a W z O Z O0 L LO 00 Q W o N z U z - z Q z o O ca O 0)'ITo r < W 2 U m °' _Z qa) O Q M N L O a) Z LL ij) �< (fl z O LO O D_jLO 02 U) G Ln Revisions No. Date 2 2020 FEB 12 Project Number: 1711-13 Date: 2020 FEB 12 Drawn by: FS GRADING & DRAINAGE PLAN AREA 'A' Sheet Number: ■ __ NOTES _ _ _ _ CONSTRUCTION SHALL COMPLY WITH ALL APPLICABLE NCSCO AND OSHA - - - _ _ - ' - - - , \ I - - - _ _ ' _ _ / I \ o STANDARDS. \ - - - - - - - - - - - - - - - - - - - _ _ _ _ _ - - - ' 1 I I I 1 _ , / _ _ 2. COORDINATE THE PROJECT SCHEDULE WITH THE NATIONAL GUARD (OWNER), \ \ \ \ \ \ \ \ \ Z \ \ ` \ \ ` \ \ ` \ _ _ - - _ _ _ _ _ _ _ - - - - - _ _ _ _ _ I I I I I ' / _✓ / PFA ARCHITECTS (ARCHITECT), AND ADJACENT USERS OF THE PROPERTY. MAINTAIN TRAFFIC FLOW AND DO NOT INTERRUPT UTILITIES AROUND THE SITE. DO NO DISTURB OPERATIONS OF ADJACENT SITES AND FACILITIES AND/OR THEIR OWNER'S ONGOING OPERATIONS. W 3. THE CONTRACTOR SHALL RECYCLE ALL PAVING MATERIALS REMOVED FROM Z THE SITE AND SHALL PROVIDE DOCUMENTATION THAT THE MATERIALS HAVE + / \ BEEN RECYCLED. COMPLETE THE S.W.A.R.W.E.B. FORM AND ATTACH IT TO THE 1�9 �\ `�`� \\\ \ _\ �, �_----- --------------\ , \\\\\ \'-_,-��_ TO EACH PAY APPLICATION. 4. OBTAIN ARCHITECTS WRITTEN APPROVAL FOR ANY REQUESTED SHORT-TERM, WOODS _ - - - - \ ` , \ _'� , - \ OFF -HOUR, OR TEMPORARY UTILITY SHUT- DOWNS OR DISRUPTIONS. 5. DISPOSE OFF -SITE WASTE MATERIALS GENERATED DURING CONSTRUCTION 0 AND FOR OBTAINING ALL APPLICABLE PERMITS FOR OFF -SITE STOCKPILES - - - - - - - - - - - \ \ ` \� \ \ ` - - - ° AND/OR WASTE AREAS. IF THE SAME PERSON CONDUCTS THE OWNER INFORMATION LAND -DISTURBING ACTIVITY AND ANY RELATED BORROW OR WASTE ACTIVITY, ROSS, CHRISTOPHER; THE RELATED BORROW OR WASTE ACTIVITY IS PART OF THE LAND DISTURBING \ \ \ \ \ \ / ACTIVITY. IF THE BORROW OR WASTE ACTIVITY ARE NOT CONDUCTED BY THE \ \ \ `\ `\ -_\ ��\ ��\ \o\ \�N \ \ \ \\\ I II ,,-' ��' �'' \ ,--_ �- \ \ ROSS, CYNTHIA W \ ` - - - - - - - - - - - \ SAME PERSON, THEY SHALL BE CONSIDERED SEPARATE LAND DISTURBING \ \ \ \ \ \ \ \ - - -�\ \ \ PIN NO. 2701345209 ACTIVITY AND MUST BE PERMITTED THROUGH THE SEDIMENT POLLUTION STATE OF NORTH CAROLINA � +� � � - \ /' ? CONTROL ACT. _ - - - - - - - - - \ ` 'n I \ \ \ \ \ ` \ \ I ' - ' / \ ` \ \ o B.M. 1133, PG. 891 6. SEE GENERAL NOTES ON EXISTING CONDITIONS AND DEMOLITION PLAN FOR _ REQUIREMENTS FOR REMOVAL AND PATCHING OF PAVEMENT FOR UTILITY INSTALLATION. \ 7. REPAIR OR REPLACE ANY ITEMS DAMAGED DUE TO CONSTRUCTION ONSITE \ \ \ \ \ \ \ \ \ ` ` \ ` \ - - - - - - ` \ \ \ \ \ \ \ \ \ \ `\` �� o AND/OR OFFSITE) AT NO EXPENSE TO THE OWNER. f \ \ 98' \ \ \ \ \ \ \ \ - _ 0 8. MAINTAIN ALL EROSION CONTROL DEVICES AFTER EACH RAINFALL EVENT IN 11 \/ \♦, \ ` \ \ \ ` \ - _ _ \ , \ \ \ \ \ \ \ \ \ \ \ +\ wooDs ACCORDANCE WITH NCDEQ LAND QUALITY REQUIREMENTS AND AS DIRECTED ` \\ \ \ \ \ \ ' - - - ` \ \ \ \ ` \ \ \ ` \ �� \ ' / ' 90 \ BY THE NCDEQ AND CIVIL ENGINEER. 9. FLUSH ALL SEDIMENT OUT OF STORM DRAINAGE PIPES AND STRUCTURES \ / FOLLOWING SITE STABILIZATION AND AT THE END OF CONSTRUCTION. FLUSH \ ` ` ` / \ \ 2 OUT PIPES AS NEEDED THROUGHOUT CONSTRUCTION TO MAINTAIN PROPER I 1 \ 7 CLEARING LIMIT _ _ \ \ \ \ \ \ \ , I \ : c' \ \♦ G', \ _ _ \ \ \ 1 \ 1 I - \ \ \ ' ' ° FUNCTIONING OF THE DRAINAGE SYSTEM. 1-I V 10. IN DISTURBED AREAS, AMEND THE TOP 6 INCHES OF LAWN AREAS WITH 3 +\,\ Q ° INCHES OF IMPORTED AND TESTED TOPSOIL THAT MEET THE SPECIFICATIONS. \ \ \ 1 \♦ \ ` ` _ / > s \ ` _ _ _ ' �� \ \ PROVIDE DOCUMENTATION ON THE TOPSOIL. \ \ \ \ \ \ \ \ \ \ \ I �11 ` \ \ \ \ \ - _ _ \ \ 11. ALL SIDEWALKS SHALL HAVE MAXIMUM CROSS SLOPE OF 2%. `♦ 12. ALL ADA PARKING SPACES AND STRIPED AREAS SHALL NOT EXCEED 2% SLOPE IN ANY DIRECTION. \ \ \ \ ':'':�;: -::;` \ \ \ \ \♦ ♦ � ` _- r , , _ \ \ \ \ \ \ \\ - \ _ _ \ , _ - , , , , ' _ , \ \ \ , \ , \ a 13. INSTALL ALL STORM SEWERS TO PROVIDE REQUIRED CLEARANCES TO -13 \ \ \ \ \ \ \ \ CROSSING UTILITIES AS INDICATED IN THE DRAWINGS AND SPECIFICATIONS. - - - - - - + 14. ALL ROOF DRAINS SHALL BE 6" PVC SCH 40 1.04% MIN. SLOPE UNLESS RETAINING WALL - - _ _ \ _ - - _ INDICATED OTHERWISE. USE DUCTILE IRON WHEN COVER IS LESS THAN 24-IN. _- - - - - - - - - - - _ (SEE STAKING PLAN, - \ � ` \ \ \ �� - � � � � \ � � � ' - - � � � � � \ ` - - - - - - - - - - - �� - - - - _ - _ - SPOT GRADE PLAN, 15. PVC ROOF DRAIN PIPING UNDER PAVEMENT SHALL HAVE 24-IN MINIMUM COVER. - _ _ - - - - - - - - - - - - - - -_- - AND DETAILS) \ ` \ , - ' - IF ROOF DRAIN PIPING UNDER PAVEMENT HAS LESS THAN 24-IN COVER, ROOF _ _ _ _ _ _ _ _ DRAIN PIPING SHALL BE 6" DIP (IN LIEU OF PVC). _ _ _--- 779\ _ _ _ - - - _ / \ - - \ 16. JOINT FILL AND CAULK EACH CONCRETE EXPANSION JOINT AND WHERE -- - - - _ - � -\ \ \ ::_�::%j: I _ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - _ _ !� �� \ ` \ \ _ - - _ - \ PAVEMENT ABUTS OTHER PAVEMENT SIDEWALKS,R HARD - - ---------------- - ---- --__- ---__ _ \\\\\ C6N \ -- --- ---- - ----------- - - - --- _---- - - _ . - - - - �\ �� 17 PROJECT SPECIFICATIONS FOR ADDITIONAL INFORMATION - - - - - - - - - - - - - - - - - - - - - - - - - - - �\ `\ \ \ \ \ • RU TION Lllf�l \\ REFER TO 2 \ •7J' \ \ \ \ \ ` `� ` ` ` \ 18. PRIOR TO FINAL PROJECT ACCEPTANCE, PROVIDE AN AS -BUILT SURVEY OF ALL 8.10 � \ \ \ \ \ \ \ \ UTILITY SYSTEMS, STORM SEWERS, AND THE STORM WATER MANAGEMENT ,'�•��•� \\ \` \\ \ ` ` \\ \\ \� BASIN. ' -- - 1226 \ \ \`\ 7. FTx9FTx2FT\�/ --__, ,,�\ ��TJ�■ \ \\ ` ` \ \ �, \ - - - - - - - - - - - - \ `\\ ` \ \� \ DEEP CLASS B \ ` \� •� \ \ ` \ \ 19. REFER STORM SEWER SCHEDULE ON DRAWING C7.2. _ \\\ \\\\ \ \ \` \ \\ \ \ \\ \ \ \ \ \ RIPRAP / \ \ \ \ \ \ \ \ \ \ `\• \ \ `\ 20. FOR 6" AND 8" CURB, TOP OF GRATE IS 8" BELOW TOP OF CURB/HOOD (THERE IS 8.10 \ \ \ \ \ \ \ ` \\ \ \\ \ \ \ \ \ \ \ \ \\ \/ E1- - , - ` \ ` \ \ ` \ +\ ` \ - _ , _ NO LOCALIZED DEPRESSION IN GUTTER PAN FOR 8" CURB). 9 I \ ` 1226 s.10 i \ \ \ \ \ \ \ \ \\ , 1205�*%` KEY NOTES ABBREVIATIONS BUILDING 8 10 I 11 II III \ \ \ \\ II I\ r 1210 \ \ \ \ \ \•� \\ �� \ \ 1 TC = TOP OF CURB ELEVATION CONCRETE DROP INLET - - - - I \ I I \ \ \ \ \ �♦ \ \ / BC - BOTTOM OF CURB ELEVATION TRENCH DRAIN TS = TOP OF STEP ELEVATION I I \ \ > � \\\ < <' /� \ i I I BS = BOTTOM OF STEP ELEVATION CLEARING LIMIT ` \ 3 CAST IRON DOWNSPOUT BOOT / l l l I I I I I \ \ - / 1 � I � \ \ � � \ ` � \ ` 8.10 AND PIPE CONNECTION 1225 I I i I - - TW - TOP OF WALL ELEVATION / / 1 1 \ \ \ I No \ \ \ \ \ \ ♦ \ DRAINAGE MANHOLE BW = BOTTOM OF WALL ELEVATION 221 6" DIP' \ 1 \ � � \ ` \ � � ♦ \ \ \ i ♦ \ _ \ 5 EP = EDGE OF PAVEMENT ELEVATION FLARED END SECTION V O 1221 FG - FINISH GROUND ELEVATION E2 % STORM SEWER TRENCHES FFE = FINISH FLOOR ELEVATION O RCP = REINFORCED CONCRETE PIPE INLINE DRAIN 610 6 DIP _ -DUCTILE IRON PIPE -- I \ \ \,\ \ \\ ` \\ \\ • I I I I I\ 8 STANDARD CLEANOUT PVC = POLYVINYL CHLORIDE PIPE \ 1 ♦I I I I I_ � -\ 8.10 N N N: NIN I I I \ \ \ \ ` N. \ \ 1 I I I + / \,\ \ \ \ \ \ I _ _ _ \ / \ \ \ �1 SCH = SCHEDULE I\ \ PERFORATED UNDERDRAIN HP= HIGH POINT ELEVATION \ \ \ `\\ CONCRETE CATCH BASIN LP = LOW POINT ELEVATION TD-4 \ \ \ t \ \ 1 8.10 O I � I-13 _jL\ \\ \ \\ \ ` \ \ � \ � _\' I` \ \ � � � � \ \ \ \ \ \\ \ � +� \ \ \ \ \ \ � \ � I \ 'moo SW =SIDEWALK ELEVATION 9 \ \ \ \ \ \ I ` \ \ \ 7 EXTENDED W N WAALLSWITH \ \ \ \ ` \ \ \ \ \ ♦ \ < FL - FLOW LINE \ \ 1224 \ , - - \ \ \ \ \ \ m \ \ \ `\ TH =TOP OF HOOD ri \ \ \ \ \ \ \ TG =TOP OF GRATE ' 1225 \ \ \ , \ \ , ` \ \� 1 \ \ \ \ \ \\ \\ \I o `\ \ \ \ \ \ TL = TOP OF LID Oo\\ \ \\ LEGEND N' ti \ \ \ \ I \\ \ \ EXISTING PROPOSED N v \ \ \ I \ ` \ FENCE x X 3 8.10 L, \ I� \ / \� r I , I I♦ \\ \ N I\ \\ \ \ GAS LINE G G \\ o `\ \ I\ +�' i1 POWER LINE - \ z I r w l 1 \ \ 1 UGP UGP / / i �/ J I I ♦ \ \ ^ I / \ I \ TELEPHONE LINE - UGT- UGT - 1226 I 6" DIP \ \ ` Nam' NNN \ \ t �� \ \ I \ \ \ / / +1 \ \ \ \ 2 I \ I /1 I' I \ \ \ V I I I I ) / I 1\ I I WATER LINE w- N \ \ I I / I \ \� 1 ` I I, I I \ O 1 \ t 1 \ \ SANITARY -SAN- - SAN N N ..:: \ \ I \ I \ \ \\� < f \ z \ / \ \ SEWER LINE 8.10 B9 I c'rni 1 I \ I \ I \ I 1 I \ \ l I \ I� / CABLE TV LINE UCATV 1 q 1221 I7/ ! \ I \ `Il I 1 615 It\ II 1FIBER OPTIC LINEuFo ` UFO STORM PIPE----------------L WASH BAY FFE: 1227.00' I \ \ \ \ \ ' I \ I ■ I ` \ \ \ 1 LP LP FUTURE B ��->\-\ - - - - 4-�I tI ( ■\ 1II \ I \ I I ROOF DRAIN PIPERD- RD ADDI I I 8.10 - I \ 1 ` 4 1 J % I / 1 I I \ I I 1 \ \ \ I � - \ � � � � I � � I I ` CONSTRUCTION LIMTS 1 \ \ I l r I \ ■ I \ \ I 1 ) \ l 1 COMPACT AREA WITHIN PP PP I � � ` 1 1 ■ � \ � I / 1 I \ \\ \ I DASHED LINES TO 95% 1 f r I I i I I \ / ! I \ . LIGHT POLE 1227 I ) 4) \ STANDARD PROCTOR \ ? l I I r \ t ) 1 \ MH MH I \ \ \ DENSITY (AST M D-698) I r J r \ I 1 I \ I SITE BOLLARD 0 \ ALTERNATE I I \ \ 1 f/ \� r o\ L I ■ I / I I \ I O A-6 s 10 I IL FUTURE HELIPAD � �'; � 1 J I * � l '\ I � UTILITY POLE -0 MH {} MH \ t / \ \ SANITARY SEWER MANHOLE O Co CO \ 1 l 1 t I \ \ I I /■ \ I I I 1 \ \ O IJ , I L �� / r �1 r r ! r \I 1 \ \ \ \ I STORM SEWER MANHOLE O DI O DI PLUG; 8 10 CH_ 40 PVC I \ \ \ I J / / ■ // / / i ` \ I \ CLEANOUT (SANITARY OR FH FH ' I ` I I / I L 1-� JI I �� \ J I\ I ( / I r t \ \ \ STORM)PIPE O O ALTAI61 I I II N I \ \ I 1-1 f f \ \ ', f c 1 I /I I \J ) I / \ \� \ \ wv WV 8 I 11 I �/ \ \ ^ \ I) 1 I i\ f /�n o \ v n o ' �n I / I �/ l I \ \ DROP INLET �0 8.10 � • r I CCEPTOED r) � / II`N N / � UILDING 3 I I \ \ \ \ I / f / I 1 1 ( r t - /' I % / / / \ I FIRE HYDRANT ADDITION \ \ ! I \ WATER VALVE r~ III / I I r ( 4r■'�Fc- r ! \ \�\I �DETACHED GENEAL � PURPOFFE:TRAININGBAY Om 1/ I / a TELECOM BOXN N l 12280' � ,i \ `' pw 3 3 THRUST BLOCKING 1 \ r I 8.10 8.10 I 1 \ I I I \ \ I \ \ / 1 I � / > � � / ■J f � \ � m I 1 \ 8110 B8 I .\ I \ I , \I 1 I f'z SANITARY SEWER STRUCTURE ID: Al g 8 810 I \ J / / / f ■ I- /1 8.10 8.10 8 / / / I ` \ -) I DRAINAGE STRUCTURE ID: I �, / 1 / 1 1 1 � � I / ■� / / / �/ o \ £ ✓ Al \ 8.10 lU---�-��---LJ `. "SCH_ 40 VC l� �I_ lE 8.10 / \ I � 1 \ \\ � '-''7/ 1 I ■z\ I I \ \ t / / ■ - I / O l 414 I � I 1227 MATCH LINE DRAWING C4.3 \\ J ' cl \\ ^ \ \ / �I Ii II ' ' r 1 AN TD-5 8.10 \ J N( / 1 • f l �! 1227 \ / \ \ \ \ > > / ( ' I j - ' r • / / \ v I /O \ /' SCALE 1 "=30' S \ \ / Q / / • / / J I 0 30 NOR 60 o E 7 000 M 0 C N U v Q z 7 m ,, X N ry) :E U v N oo � c � oo � a o Q c o Q Q� a _ a� 0 N o LO � � N 0 o x w N o m a cn o Y-ao�(0 ZW Z Q (n M z='c0r-,Lo o a i a)J E • • o •2 C o U'= N W- H r zLnWaLL IIIJIIII�4*0 -7� i N1V� Z chi Wco N i 4` FQP��• CU W Z Z O CU CU Z I..L W C) � 0. Z W Z) CU V �U)� vJ a W z z O O 0 L Lo C 00 Q W o N Z U z J Z Q Z O O ca 0- 0 0 r O L.L W U m � °' _ O a) O M N Q L O Z (0 0)I' �Q z 0 Ln O D_jLO 0 (n � Lo Revisions No. Date 2 2020 FEB 12 Project Number: 1711-13 Date: 2020 FEB 12 Drawn by: FS GRADING & DRAINAGE PLAN AREA 'B' Sheet Number: ■ / _ I • 1 1 \\I I �\I I Zp \\\ � 11 I II I II I I 4 6 B2 I I I N 1223 .,, D INV IN:12162 /L 0.:..e _ "**-* \ 6N \ �, I NOTES 1. ALL CONSTRUCTION SHALL COMPLY WITH ALL APPLICABLE NCSCO AND OSHA r - ♦ \ \ \ \ I I I co STANDARDS. II �223 • `r F 8" SCH 40 PVCI I 2. COORDINATE THE PROJECT SCHEDULE WITH THE NATIONAL GUARD (OWNER), I I l \ \ \ \ I I I I I \ =l \ :. \ ° \ PFA ARCHITECTS (ARCHITECT), AND ADJACENT USERS OF THE PROPERTY. MAINTAIN TRAFFIC FLOW AND DO NOT INTERRUPT UTILITIES AROUND THE SITE. ' I \I 1 % \ r 1 I I I I _ , - 4 ��:•' \ _ _ I \ y,� 1 B7 a I I I DO NO DISTURB OPERATIONS OF ADJACENT SITES AND FACILITIES AND/OR MATCH LINE DRAWING C4.1 er- +�. 8.10 •� I I . ' THEIR OWNER'S ONGOING OPERATIONS. I 3. THE CONTRACTOR SHALL RECYCLE ALL PAVING MATERIALS REMOVED FROM ■ \ 70" C2 a.' GP GP \ 1225 \ THE SITE AND SHALL PROVIDE DOCUMENTATION THAT THE MATERIALS HAVE T 4 PVC BEEN RECYCLED. COMPLETE THE S.W.A.R.W.E.B. FORM AND ATTACH IT TO THE \ I GP 17 GP I I TO EACH PAY APPLICATION. , \ \ ■ I I I. \ .._ .. \ 1 \ ; ..: .. • . J 1!..a.::.� v: ;.'.. II. ` ' .. • .• ; .. 7 .. ... •.` .. .•°°: .. .°'``a, t. .. . .i :.�>. .v' ..•°: :•' ' 122. ' ' ;;...:.•. .a. '',+ .. •. .. .. ° `.n .:a I n. •'. 4. OBTAIN ARCHITECTS WRITTEN APPROVAL FOR ANY REQUESTED SHORT-TERM, /�i I \ 1 \ I .. . • ..° ' 1 •.:::: a... ,'.i ..... .:. ...•. ... I I OFF -HOUR, OR TEMPORARY UTILITY SHUT- DOWNS OR DISRUPTIONS. 6 II \ t / - L• - - \ 5. DISPOSE OFF -SITE WASTE MATERIALS GENERATED DURING CONSTRUCTION / AND FOR OBTAINING ALL APPLICABLE PERMITS FOR OFF -SITE STOCKPILES ■ cV � I _ \ 1 _ � I 1 \ ; \ 7 8.10 AND/OR WASTE AREAS. IF THE SAME PERSON CONDUCTS THE LAND ACTIVITY AND ANY RELATED BORROW OR WASTE ACTIVITY 1 , _ I _ -DISTURBING y / L I I � j I I -' �/ ♦� / \ V LO I � ` THE RELATED BORROW OR WASTE ACTIVITY IS PART OF THE LAND DISTURBING 1, \ -r - - ` -P - ACTIVITY. IF THE BORROW R WA TEACTIVITY ARE NOT CONDUCTED BY THE CO S ■ � _ _ ; _ I a / s-,S . ' .�- ! ^ 1- Cy �. . ' - l � / � , I____ � � N _ _ � � I C_ _ - � C10 C8.9 O � SAME PERSON, THEY SHALL BE CONSIDERED SEPARATE LAND DISTURBING 8.10 ACTIVITY AND MUST BE PERMITTED THROUGH THE SEDIMENT POLLUTION CONTROL ACT. g o OVS / _ UU C8.9 I _ �b ■ / / / - \ \ L I - - - __ - - - - - - - - - - - - 6. SEE GENERAL NOTES ON EXISTING CONDITIONS AND DEMOLITION PLAN FOR REQUIREMENTS FOR REMOVAL AND PATCHING OF PAVEMENT FOR UTILITY / 1 L I �L N °' : / I RCP a. - I RCP O _=__ _ - - - INSTALLATION. ' I J PLUG PIPE IF \ a�i ALTERNATE I �' - =z- --------- -- ' • / I I \ ALTERNATE A-3 \ \ / / A_3 I I I / \ --- }___ 8" SCH. 40 Pvc ------------ - - - - _ _ _ _ 7. REPAIR OR REPLACE ANY ITEMS DAMAGED DUE TO CONSTRUCTION (ONSITE • \ r ✓ 03 - / / i I / NOT ACCEPTED / 2� - - - - __ _ _ - _ _ _ _ _ _ _- AND/OR OFFSITE) AT NO EXPENSE TO THE OWNER. 1 ____ 8. MAINTAIN ALL EROSION CONTROL DEVICES AFTER EACH RAINFALL EVENT IN �`' - _ - - - - - - ACCORDANCE WITH NCDE LAND QUALITY REQUIREMENTS AND AS DIRECTED 1 O y � \ ---- ----- ------ BY THE NCDEQ AND CIVIL ENGINEER. - ' 7 / 1 1 ♦ EW1 c5 6 � T RCP. / C8.9 I ( \ I - - - _ � _ --- - - - - - - - - - - - _ _ _ _ _ _ _ _ _ _ _ ------- ---- 9. FLUSH ALL SEDIMENT OUT OF STORM DRAINAGE PIPES AND STRUCTURES c8.9 � ♦ 0 8.10 � 1 / CP - \ ---- � _ _ _ ------- --- _ _ _ _ _ _ _ _ _ _ FOLLOWING SITE STABILIZATION AND AT THE END OF CONSTRUCTION. FLUSH OUT PIPES AS NEEDED THROUGHOUT CONSTRUCTION TO MAINTAIN PROPER 1' �'♦ `� �1 I _ � _ � _1_ _ _ _ _ - FUNCTIONING OF THE DRAINAGE SYSTEM. / ♦ - - lOp h I r I } \ \`' _ - - - I - - - - - - - - - - - - 10. IN DISTURBED AREAS, AMEND THE TOP 6 INCHES OF LAWN AREAS WITH 3 INCHES OF IMPORTED AND TESTED TOPSOIL THAT MEET THE SPECIFICATIONS. PROVIDE DOCUMENTATION ON THE TOPSOIL. c8.9 1� / _ I / � 1 i � � \\ � � / 0 J /1iX� o - l ---- - - - ----------- - - - - - - - - - - � 11. ALL SIDEWALKS SHALL HAVE MAXIMUM CROSS SLOPE OF 2%. _ - H4 H3 6"W H2 H1 - - - - - - - - - - - - - - - - 12. ALL ADA PARKING SPACES AND STRIPED AREAS SHALL NOT EXCEED 2% SLOPE IN ANY DIRECTION. �� 6 / �� C8.9 6 W C8.9 C8.9 W C8.9 _ _ - 1\ - l - _ _ _ _ _ _ _ _ _ 13. INSTALL ALL STORM SEWERS TO PROVIDE REQUIRED CLEARANCES TO r / �� 2 / PERMANENT OUTLETS � � \\ � \\/ _ - - >L - - PROTECTION Y \\\ � � / \\ ' �,�� _ � �� \ � � � I � \ I^ \ I \ � 2 I _ _ _ TD-7 =-_- O 8.10 I --__ _ _ _ _ _ _ _ _ _ _ _ - -- - - - - - - - - - - -_- CROSSING UTILITIES AS INDICATED IN THE DRAWINGS AND SPECIFICATIONS. o 14. ALL ROOF DRAINS SHALL BE 6 PVC (SCH 40) @ 1.04 /o MIN. SLOPE UNLESS � • / • / -18"THICKCLASSBRIPRAP� � �\� I • � _ _ i/ /i^, /� • r ' \\ ' - - - - ♦ �� - - - - - - - � ----------------------- --------------- --------- ---- \ � _ �11 - - - - - - - - - - - - - - -1 ------------ - - - - - - INDICATED OTHERWISE. USE DUCTILE IRON WHEN COVER IS LESS THAN 24-IN. ' \y - / / ��j �� ,� / /� �3 - ' / X� I I I I \\ \ \ \ \ _ _ - - - - 9 8.10 - - - - - - - - - - - - - - --1 X=�_= - �=X= 15. PVC ROOF DRAIN PIPING UNDER PAVEMENT SHALL HAVE 24-IN MINIMUM COVER. IF ROOF DRAIN PIPING UNDER PAVEMENT HAS LESS THAN 24-IN COVER, ROOF ■ i _- I \ ■%, O■�■a-�■■�m■�■��a0 MAN is 2�■■- IG. ■No ■■� ■�■■�■■� ■� ■�■■�■■�■\■III �■y� 1�� _ ------ _ - _ - - GO T1ON L fF / - \ D 1 1220 - - - - - - -s _ - ZU� - I I _ _ _ _ _ - - - '1221 - --122_0- - - - - _- - - ~�� -\ � - �Q - - - - --- -- ---- -X ------- _------- DRAIN PIPING SHALL BE6"DIP IN LIEU OF PVC 16 NT FILL AND CAULK EACH CONCRETE O I NT AND WHERE i ��2�'S - _ - �I i -� - - - - - - - �°-- - - - - - - - - - _ - _ 1222- - --_-_-_-_-_-_-_-_- _ 1225 '\ --- OINCRETE PAVEMENT ABUTS OTHER PAVEMENTS, SIDEWALKS, OR HARD SURFACES. FIRE TRUCK \ z I I I I - _1223- / x -1225- - - - _ _ _ _ _ _ - x x ■■�ON50 16 x- xi _ ■�■�% �c _ _ _ Tx - ��■■�■■ X - - 17. REFER TO PROJECT SPECIFICATIONS FOR ADDITIONAL INFORMATION. BUILDING #1 rsy/ / - _ _ _ _ - - - _ \ - 18. PRIOR TO FINAL PROJECT ACCEPTANCE, PROVIDE AN AS -BUILT SURVEY OF ALL I I ► I q� 1 - 1 �1 �/ \ , - �v �, rm w- UTILITY SYSTEMS STORM SEWERS AND THE STORM WATER MANAGEMENT / 1 /� \ < 1 _ - _ \ - \ - \ ® FFE:1225.73 4" SCH 40 PVC SERVICE ❑ INV. IN 1222.80(SEE II I^ti / / I I 1 I ' / 1 / I / ��/ -- ■ ■- ��/ / BASIN. I n / / / i - _ - \ 3i r O� \ \� - - - / �%�P - 122 1 it \ 1 I II / I I DPLUMBINGRAWING co INV. INV.1222.70 II I / �/ gQ� I I ao I I � / / O LU / 19. REFER STORM SEWER SCHEDULE ON DRAWING C7.2. 20. FOR 6" AND 8" CURB TOP OF GRATE IS 8" BELOW TOP OF CURB/HOOD THERE IS NO LOCALIZED DEPRESSION IN GUTTER PAN FOR 8" CURB). - --- -- 4,. SCH 40 4" SCH 40 PVC SERVICE INV IN: �1222.80 (SEE PLU.i�IWIN. G) I, i Ij/ I 1225� I / � 1 / /co / �/ m KEY NOTES ABBREVIATIONS XD D COPPER SERVICE (SEE PLUMBING -225 -- - =� ' SP / DRAWING) I _ 1225- I / T / �1226' / �/ / j �/ / +Y/ Z /1I 1 g 10 CONCRETE DROP INLET TIC TOP OF CURB ELEVATION - BC -BOTTOM OF CURB ELEVATION 12�6 I e, I / I �� I I � 0 / 2 TRENCH DRAIN TS = TOP OF STEP ELEVATION / o - \ �I 1 11- ^� _ �I/ �_ - 12,17 -s! I I I / �_ \ / Z � J 3 CAST IRON DOWNSPOUT BOOT AND PIPE CONNECTION - BS -BOTTOM OF STEP ELEVATION ) I TRUCK � � � TW -TOP OF WALL ELEVATION N� \ 1 11 DRAINAGE MANHOLE BW = BOTTOM OF WALL ELEVATION EP =EDGE OF PAVEMENT ELEVATION AREA 'C' � FLARED END SECTION 8.10 FG -FINISH GROUND ELEVATION 6 STORM SEWER TRENCHES 8.10 FFE = FINISH FLOOR ELEVATION RCP = REINFORCED CONCRETE PIPE \ \ \ 1227 I I I I _ • , ' / / / % I I I I / 8.10 INLINE DRAIN 6" DIP = DUCTILE IRON PIPE ■ STANDARD CLEANOUT PVC = POLYVINYL CHLORIDE PIPE N� \I I\ / I / / / a, x / , I 9 SCH = SCHEDULE MATCH LINE DRAWING C4.2 \ i h I/ I \ / I I l /� 1\� 0 1 f 12 / / / J ♦ i� / /r I PERFORATED UNDERDRAIN \ 1 I _ _ \ / • HP= HIGH POINT ELEVATION \ r- I 1 / � I I � '' , I / i� J 11 6 CONCRETE CATCH BASIN C8.9 LP = LOW POINT ELEVATION ^' W _ I I � /• � � � / J SW =SIDEWALK ELEVATION O \ \ N I I J I l CONCRETE ENDWALL (WITH CID\ Q 1226 \ 122cil -� -' \ - - I I� N I/J �, J / ♦� Ili / , / - / hill C8.9 EXTENDED WINGWALLS) FL =FLOW LINE / _ II I TH = TOP OF HOOD Z \\ N/r I rn l I I I I II \ \ I I I 1, / / r ,� / ' TG=TOP OF GRATE _ co 1224 r/ / p ��0,✓-r //111 / TL = TOP OF LID LEGEND L 1 l I J / I I l / I l J- • Z/ % r I C. o cn / I l II I l / ■ J \I EXISTING PROPOSED / / / I I I I l l l 1 / / ' �\ \ J o / / I,,(//1/I J - / -----__- Z _------ _- J --------------------------------------------- __ - _-_--_-------------------_--------------- _�--------_-_-_- 1 l J \ I I I I l l I J I I I / I l I r r / �- I \ I / DSO/� `\ II/\ -fir / r - FENCE -x X - --- CP U H- =________-___-____-_-_�__-_-__________________-_ C11 =-________- =-1_ --- - 8.10------------- --_______________-__ �___--__--______________ __ -_____ =_-------------- - - - - - - - - - - - - - - - - - - - \ 1\ /r \ I I / I [ 1223 \ I / / / I I I / I I I I 1 I I ) r I J r / / �■ ■ , // I \ - I� 1 / , GAS LINE G G POWER LINE UGP ---- ___ ________________�_________-=-_ - - - ----- - - - - -- -- ----------------------- - �______ -___ =- _ _______ I o \ \ I 1 1 I / ' / 1 / l I I I i I / / J I I J `� J I I 1 \ I 1 / . \-/' > ♦ /O / ♦ IJ - - \/ / -uGP- TELEPHONE LINE UGT- - UGT - _________ ---- - - - -- ___ _--------_ _-_-_-_----_-_-_-_-_-_-_-_-_---_ ---- -------------------------------------- -- I I `\ , J / / I 1 h - / \ ---------- -_--- _ - - - -- _-_ -----------------------------------_______ ==tom =_-� --------_-�_ _�_______ -_ ----- - \ `� \ J J I I I J I I o r _ r� / WATERLINE w- -- ---- -- --- ----- ------ -- _______z _- ___- ------ - ----- ----_-_-_-_-_-_-_-_-_-_-_-_�_--------------------�------- -------------- ----------------_____-_- I 1229 I� \ l l 12221 l / r I I I / J l ♦ J _I \ r I / SANITARY SAN III- - __- -____ ----- ----- _ _ _-_____________ ------ _______==_=_r=_1_=-_- ------------------------- - - - --------------- - - - - -_ - ---_- -- -+ -- --------- - - - - -- -- ------- - - - - -- __-t \ I I r\, l / r J I , I \ \ SEWER LINE SAN-- ---- --- ---- --- ----- -- - - ---------------- ---------------------------- - - - - ----------- -�_= I -- - Z=--------------------- - - -__- ___----- ------------------------------------------------- --- t I Y r J // J / / / 11J 1 ♦ / I CABLE TV LINE UCATV ---------- ----------------------------------- � _----------_ - -- ---- -- -\ --- =_ - N / I � I 1 / / � / I � 1 \ L � _ o ` p � \ �I FIBER OPTIC LINE -uFo- UFO ---- - - - --- -- ----- -_ �__________-_ ----�-------------------------------------------- _ __-------- _ ___�•= ------------ - - - - --------------------- -- _-� ___� ------------ - - - - -- ------ --- ----- ----- --- _-___ _ -- t ---- f ---- t- ----_= ---- I N I I ( l l l 8.10 I 1 I I / I I i, J I I / / , r �/ 1 \ \ r I \/ ♦♦� \ 1 ��I /� /_� r I I STORM PIPE ---------------- - - - - - ___-_________��______________-________________� - -- - - - - - - - - - - _ _ -__________________________________\ --__ _ _ - - - -I- - - - - - - - - - - - - - - - - - - x __=______ ---_--_-_-_-_-_- =- �- ----- F I 1 °o r I I I 1 I / I / ♦ 1 / �- LP LP _ - - - - - _ _ -- - -- --- -------------------- --- --- ----t __ __________________ _______ ______ - - � - ----- - - - - -- ------------ -------------------------- ------------------ =========___�_-_ _' 7-7-7 I N N N N N N N ) 1 / 1 I I . I - .. -.. .. r.. t..r I I 1 l I I l ♦ \ y I / I r m , �� ROOF DRAIN PIPE-RD- RD CONSTRUCTION LIMTS _ _-_-______ _-___-�-_ -____--\ 11221 I ! / l / / I I / I I I r \ \ I � , r ♦ / \ , lIl i PP PP -- - - - - -- --- - - - - -- ---------- _ ________________ ________________________-------- --- ----------1-�- --- - - - - --=-f--------------__------------- __--I-_-_-_-_-_-_-_-- ------------- __�_----- =_-__ - -�_ _ _ ______=====r=___________�-- _=___________--------�____ _===1=====__==---x I \ 1 ) J I I/ J 1 J I I II i 1� J I I r I I ♦ a / r/ 7 I // / / /r / LIGHT POLE MH MH ____-- -------- _____________ ________________ _-____ --- ■��J• 1220 / ) ♦ / I < / / SITE BOLLARD 0 0 _--_+ I ------- --- -- -------------�-____________ _------------- 7 = _-_____= ------------------------- -=t=_______- _ �___---------- -=t-------- - - - - ----------_____ - - _+--------- -� / / t I♦ / 15 J 1 / ,/ / / UTILITY POLE _ r ____ I / 1 ♦ 1 (v l I l �� ♦♦� u I l / CO CO _-______ - -- - -- ---- _ - _ ______ ______________ ______________ __ _ _______ 10 -=f�---------------- ____- ---------- ---------------------------�- ---__ _ -- --- --- ^ -- - -- --I =------------------- t I 1330 1 \ I / / r\, / C „!► / J r // / ' \\ / ' ` I % I [ / / SANITARY SEWER MANHOLE O O S S -X--- --X- - -------- -- --- -_-- _-- ---_ X---.---x---X---X---x---X--X---X---x---X --X- -X---X -X---X x---X I -- -�-- _ \ r ----_--------------�-----------�--- --- --�29 I I I \/ 1 ■ ■ �I■ ■ �` ■ i / 1♦♦ 1 11 , /I I / // �5�/C"♦♦ l ��'� O D1 I ♦♦/r I �/ // \ _ \� ' r / \ DI DI STORM SEWER MANHOLE O 0 CLEANOUT (SANITARY OR FH FH _ 221222 I •• I 1 I / ♦ < / r /l I 1 I \ STORM OO OO ) - J ��i0 00 = -�_ \ - 1230 - , - , WYEC 1228 N TO r r EXISTING E ERAL / 0■�EWAM-M ■��■■�.4� x� x x �x \ I -NNr*■■r�■i■■ ■■ ■ ■■�■��■I■� ---------=-1228- - \/ 1231 I I I ♦ ■ 1 ♦I / \ I r � ( ) / I // ,/ ) / / / / / i 1 / / l I / / I I I J I / / // / / / I J I / / , , rl ! I l I / / I l l % / l • 7.5FTx9FTx2FT J V�■I• I • I DEEP / q RIPRAP / ' � / / I /� / /� ! \ wv wv DROP INLET _ �` r I r CO 1 r7 1-7� n a - \! `✓ I NV.1227.00 cb r ( F/ I 1-, 1232 ■ i` / / I / , 1 / , l l / / , l / / � I / s I J � �i�p,, l / � l ' \ I n r FIRE HYDRANT WATER VALVE f N Xl x 7-7- 1 / I MVRo OVER TOF TOP J / s� \ I \ 1 I I !/ f h // [I /l / TELECOM BOX OF PIPE / ' , l \ 7 J I c I n J J (, x \ - I N I �/T�/ 1\ '/ I _ N l t� \ /- r r I F\ / I 1 I / I \ I I, 1 I I r/ , / J / / , , I l l , , l \ / / I , / / / / J J I I I/ l l l //// / I /, / l J J I / / / 7 �� , I r ( \ I t \ J \ ` % I / \ l I l , / \ I _( I THRUST BLOCKING 1 N r 41 f l , / \ l N) r o , ' I I \ I I I l j l r ,! l / / / // / / / � / / / , , I / \ / /l / I ` , , / 1 I / o / I - SANITARY SEWER STRUCTURE ID: Al / / II I IJ �� f w ✓I, I x I I I- / / , / / / ` A\ r \ I ( i 1 � 1) } \ rl DRAINAGE STRUCTURE ID: Al II� / I o X ql / /, �/ / ( \ II � I I I \ \I J� 'I D� / � � ; [, / \ 1 I I I OWNER INFORMATION GOINS, JOSHUA R PIN NO. 2701547620 / / I// /--Z- / II I /� / r STATE OF NORTH CAROLINA - I I o B.M. 2394, PG. 576 Jj SCALE 1 "=30' AREA 'D' 0 30' 60' o E 7 000 M 0 .o v v Q Z m ,., x N r4 Ln t > co U 6 �2 �o M rN a o Q o Q c C� a _ VV U a� 0 N O� N 0 V o x w °) o m a in o W Y-✓3oLo LoM Z= c c M. 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I J II > j i I I A /I I 1 ,\\ ; � "\ ( I � ) // //// _� r - -I�/ \I\fl (r / / / r \ 1 II / / /< / IIII) 1\ / r/ / 01 11/ � 11\, )� I / �.- 11 \ I'`r /—( /d V / — -, 11/ f _// / ./ 1 J / / li / / ,, \1\ I p' //`4` / /-\I/ \, / - Jr(1 / ,11//- /-1 - \ 1#1�� \, \ \�44 I-- SEE ABOVE // It/�� I 1 It It \ \ 4wNoso� \ \ ��Aw.' , \\ \ ''sesa• ++ I ,## S INSET'A' \ -Ez: I �\ I ) �� \\\ \\ \ \ \\ \ \ \\\ \ \ \\\\ \ 'I \ ////II -_\\ \\, _ / M1 / \\ \\ \ \ \ \ 4 / _J ` / , / / x / I — \"- - \ \ --_-� / / I _ n f \\ _ If / +\11 ^ - \ LLJ 1 t - 1 , / \ / / j \ C \� \ ` I -� / \ / 11 !. `------- - __ — — =----- -- ,/_A_, ,------ _____ /- --\ I I- �v V, __ / r - --JI -- _ ` _----------- ` ,� 1 --- V %_ 1 ` 1 — 1 ` 1 1 1 1 4 SEE INSET 'A' ii/ — / --\, I ' � / �- - \ \ - - - '� If / / - .,I�/ i//_____/, , \Iv , / I//' - �- - / I ix II ,— 1 II I / "1fI l / - ___j I I,/ �1 / / \_-_ _ -_ -/ II 1 r - -__I I / / J/ I I , "M _ - � "I I r1r,drrrrj 11 MA 1152 F WA I 1 % -__ /- 1 / I I / II/ / I ■■ / 1 I I / ■■/ IIIIIIIIIIIIIIIIIIII I � / I, � - YJ. - O oIM - - � __ � � � � � � PlFl�1�4. - � - - FF,AlF"oorio�r,Ao,OAI, /04JEA E00AF110101A ---- I FEEMISM-1,1411 ofF4F,-;-jv-4��A ____ ff,wliF � III III �ll-�_�� o POST -DEVELOPMENT STORMWATER QUALITY CONTROL PRE -DEVELOPMENT ONSITE IMPERVIOUS SURFACES = 5.41 ±ACRES POST -DEVELOPMENT ONSITE IMPERVIOUS SURFACES = 16.07 ± ACRES (INCLUDING FUTURE BUILDOUT) IMPERVIOUS AREA REQUIRED TO BE TREATED = 10.66 ±ACRES IMPERVIOUS AREA TO BE TREATED = 13.09 ±ACRES (WET DETENTION) IMPERVIOUS AREA OVERTREATED = 2.43 ± ACRES TOTAL EXISTING IMPERVIOUS TO ANAYLSIS POINT A: 8.30 ± ACRES PRE -DEVELOPMENT STORMWATER QUANTITY CONTROL DRAINAGE ANALYSIS POINT A AREA (CN) Q1 Q10 Q100 (Acres) PRE -DEVELOPMENT 29.13 85 83.92 189.21 313.19 NOTE: POST -DEVELOPMENT FLOW IS LESS THAN PRE -DEVELOPMENT FLOW AT ANALYSIS POINT. REFER TO CALCULATION BOOKLET FOR ADDITIONAL INFORMATION. PRE -DEVELOPMENT IMPERVIOUS AREA AND WATER QUALITY TREATMENT EXISTING IMPERVIOUS DRAINAGE AREA THIS DRAWING IS FOR AGENCY REVIEW ONLY - NOT FOR CONSTRUCTION *THERE ARE NO WETLANDS ON -SITE. 4LE 1 "=60' 60' 120' O E � 00 m y U O �, N Q Z m - X N LLn ,M t fV v U v M ,b Z �0 N 00 � a �!¢ o w 3 F000" - , o FICU . E a� C - - N C _ 4-0 U C 0 4) _w - V .0 V = M a� 3 N O LO O - N cc ' , C:)O U 0 01. w W °' LO o mC a C0 o W G -0 0 O a W E ct) o rn • ZU -Z - • T 2 c C ` E W C M_ -= -a) a)> U OLLH cairn ¢ J E • • O 'F, C U. N � o cxa >�� Z�- L,0wa1 I I I III��-**.I `````0,11 %ov ��<n N -� �IW Z- = V co y MN - y �p )_ � : �d -mod o ��:: CU W z z O CU CU z L.1_ W C) Z Qw Z) CU v U)w J U) Q w Z z OU LO O Fn L LO � 00 Q w O N z 0� U z J 3 ZQ Z o � J - O ca O 0 O W U m2 Z3 _ ` C? 4t a) �O ��Q M a) � �a L O Oa) z rQI'') I ,_ V z a) "O� 0-O LO J LO 0 _ 02 ��' Revisions No. Date 2 2020 FEB 12 Project Number: 1711-B Date: 2020 FEB 12 Drawn by: FS PRE -DEVELOPMENT STORMWATER MANAGEMENT PLAN Sheet Number: ■ ----��x7�_ -=-max_- TX- 12 SEE INSET'A' INSET'A' POST -DEVELOPMENT STORMWATER QUALITY CONTROL PRE -DEVELOPMENT ONSITE IMPERVIOUS SURFACES = 5.41 ±ACRES POST -DEVELOPMENT ONSITE IMPERVIOUS SURFACES = 16.07 ± ACRES (INCLUDING FUTURE BUILDOUT) IMPERVIOUS AREA REQUIRED TO BE TREATED = 10.66 ±ACRES IMPERVIOUS AREA TO BE TREATED = 13.09 ±ACRES (WET DETENTION) IMPERVIOUS AREA OVERTREATED = 2.43 ± ACRES POST -DEVELOPMENT STORMWATER QUANTITY CONTROL DRAINAGE ANALYSIS POINT A AREA (CN) Q1 Q10 Q100 (Acres) POST -DEVELOPMENT 17.13 92 23.16 42.85 47.56 A (BMP) POST -DEVELOPMENT 14.20 85 40.91 92.24 152.67 B (BYPASS) POST -DEVELOPMENT 31.33 52.25 133.25 196.70 C (COMBINED) NOTE: POST -DEVELOPMENT FLOW IS LESS THAN PRE -DEVELOPMENT FLOW AT ANALYSIS POINT. REFER TO CALCULATION BOOKLET FOR ADDITIONAL INFORMATION. POST -DEVELOPMENT IMPERVIOUS AREA AND WATER QUALITY TREATMENT ►��i�i�i�i�i� PROPOSED IMPERVIOUS (BYPASS) POST -DEVELOPMENT IMPERVIOUS TREATED IN SCM DRAINAGE AREA DRAINAGE AREA BASIN INFORMATION BUA TYPE DRAINAGE AREA A PROJECT AREA ON -SITE BUILDINGS (SF) 64,267 64,267 ON -SITE STREETS (SF) 0 10,194 ON -SITE PARKING (SF) 465,306 530,612 ON -SITE SIDEWALKS (SF) 33,389 33,389 FUTURE (SF) 7,045 61,548 TOTAL IMPERVIOUS (SF) 570,010 700,010 TOTAL DRAINAGE AREA (SF) 746,327 1,498,464 THIS DRAWING IS FOR AGENCY REVIEW ONLY - NOT FOR CONSTRUCTION *THERE ARE NO WETLANDS ON -SITE. 4LE 1 "=60' EMIR 60' 120' o E � m U O > N ¢ Z M +� XN �n rn s N N Ln i p U N � 0 � N 06 rl a w 3 (v o Fro,, U a M_ Qj %4MEWM0 s� t�V L V O N O � O0 N �0 o � o U x W N o m a in o ff N W r-- LO C) �C"a0,d-0 Z = z =.= or_(6(D • O a W 2(qWNaorn • z CO (D :, 0 a) Ln • T o Z c Z °O `` W E a� a� 00 ¢ J E • • O '� C U . N � � o X H Q�n�av_ Zl-co �y v0 O. co : cy o F� U W Z Z O CU CU Z ry W 0 � ryZ Q W Z) CU 0 cn _J U) Q W Z Z o OD L Lo �Q 0) 00 Q W o N z 0� U z Q J N Z Q Z o z � J = O ca O c) � cu o W Q� �o C) m = Z O a) �O �GQ C'7 N C= O a) z Q (0 cn 0-O 0JLO _�' 0(7) Revisions No. Date 2 2020 FEB 12 Project Number: 1711-B Date: 2020 FEB 12 Drawn by: FS POST -DEVELOPMENT STORMWATER MANAGEMENT PLAN Sheet Number: C408 o E 00 m U O N Q Z � M +� X N Ln ro Ln N N i O U 6 Z �0 N 00 N Q • vi cy O C w N � C }, C U Q •— v s UV V C=LCU O N O � O0 N 0 o x W +) rr ~ W d LO o m CO o r-- LO C) W -0 0 (0 or-- LO QcLO a W 0(qwNcorn • o ZU c-Zo°O W C N •C -a) a) > U ovH — o.. ¢ J E • • O •F, C o 0.9 N co co H <LoW Z�—a_ C\1 �Q cn cn co^o Z y� V Uj V p— �: � o F� U W Z Z O CU CU Z ry W 0 � ryZ Q W CU C� cn _jU) Q W Z Z o OD L Lo �Q 0) 00 Q W o N z 0� U z Q J N Z Q Z o z � J = O ca O o �� W Q� �o U m�� = Z C) �O �L)Q cM N �� O L �a Z <( I I./1 a--+ n 7L r V ` a) rn 00J LO 0 (7) Lo Revisions No. Date 2 2020 FEB 12 Project Number: 1711-B Date: 2020 FEB 12 Drawn by: FS WET POND SCM PLANTING PLAN Sheet Number: 8' max. standard strength fabric with wire fence Fj' mnv ov+nn c+no nnth fnhnir wi+hnu+,��ino fonro T Plastic or wire ties Wire 18-24" ' fence - Natural ground > G 24" '' ' Filter fabric Wire fenc Cross -Section View Filter Steel fabric Backfill trench Natural post / and compact ground thoroughly mmm mmm m m mm m mmm mmm 0 m m mm m m me mmm 4". mmmm upslope mmm min m m m mm m m m m m m m m me mmmm mm 8" mmm m m m m m m 24" m mmmm mm m m m min mm mmm mm m mmmmmmmmmmmm mmm m mmm mm mm mmmm mmmm mm mmmmm m Installation 1. The base of both end posts should be at least one foot higher than the middle of the fence. Check with a level if necessary. Specifications 2. Install posts 4 feet apart in critical areas and 6 feet apart on standard applications. 3. Install posts 2 feet deep on the downstream side of the silt fence, and as close as possible to the fabric, enabling posts to support the fabric from upstream water pressure. 4. Install posts with the nipples facing away from the silt fabric. 5. Attach the fabric to each post with three ties, all spaced within the top 8 inches of the fabric. Attach each tie diagonally 45 degrees through the fabric, with each puncture at least 1 inch vertically apart. Also, each tie should be positioned to hang on a post nipple when tightened to prevent sagging. 6. Wrap approximately 6 inches of fabric around the end posts and secure with 3 ties. 7. No more than 24 inches of a 36 inch fabric is allowed above ground level. 8. The installation should be checked and corrected for any deviations before compaction. 9. Compaction is vitally important for effective results. Compact the soil immediately next to the silt fence fabric with the front wheel of the tractor, skid steer, or roller exerting at least 60 pounds per square inch. Compact the upstream side first, and then each side twice for a total of 4 trips. Maintenance Inspect sediment fences at least once a week and after each rainfall. Make any required repairs immediately. Should the fabric of a sediment fence collapse, tear, decompose or become ineffective, replace it promptly. Remove sediment deposits as necessary to provide adequate storage volume for the next rain and to reduce pressure on the fence. Take care to avoid undermining the fence during cleanout. Remove all fencing materials and unstable sediment deposits and bring the area to grade and stabilize it after the contributing drainage area has been properly stabilized. NOTES: 1. INSTALL SILT FENCE PER STD. SILT FENCE DETAIL. 2. LOCATE REINFORCED OUTLET AT LOW POINTS OF SILT FENCE BARRIER. STEEL POST NOTCH AND FOLD FABRIC OVER HORIZONTAL POST WOVEN WIRE FABRIC 18" 12" #57 WASHED STONE HORIZONTAL POST SILT FENCE FABRIC JR AC CLASS'B' RIP RAP (TYP) 0�5_ T FENCE FABRIC SECTION ELEVATION MAINTENANCE NOTES: 1. REMOVE SEDIMENT DEPOSITS AS NECESSARY TO PROVIDE ADEQUATE STORAGE VOLUME FOR THE NEXT RAIN AND TO REDUCE PRESSURE ON THE FENCE/OUTLET. TAKE CARE TO AVOID UNDERMINING THE FENCE DURING CLEANOUT. REMOVE & REPLACE STONE AS NECESSARY AS IT BECOMES CLOGGED WITH SEDIMENT. 2. REMOVE ALL FENCING MATERIALS AND UNSTABLE SEDIMENT DEPOSITS AND BRING THE AREA TO GRADE AND STABILIZE IT AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEEN PROPERLY STABILIZED. TS TEMPORARY SEEDING SEEDING MIXTURE "COOL SEASON" SEPTEMBER 1 - FEBRUARY 28 SPECIES RATE (lb/ACRE) SOFT RED WINTER WHEAT 120 "WARM SEASON" MARCH 1 - AUGUST 31 SPECIES RATE (lb/ACRE) GERMAN, BROWN TOP, 65 OR FOX TAIL MILLET SOIL AMENDMENTS FOLLOW RECOMMENDATIONS OF SOIL TEST OR APPLY 2,000LBS/ACRE GROUND AGRICULTURAL LIMESTONE AND 1,000 LBS/ACRE 10-10-10 FERTILIZER. MULCH APPLY 4,000 lb/ACRE STRAW. THE GROUND SHOULD BE COMPLETELY COVERED WITH NO BARE SPOT LARGER THAN A QUARTER, THEN TACKED WITH EMULSIFIED ASPHALT. EMULSIFIED ASPHALT SHALL BE APPLIED AT A RATE HEAVY ENOUGH THAT THE ENTIRE AREA APPEARS BLACK IN COLOR. MAINTENANCE REFERTILIZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED, REFERTILIZE, AND MULCH IMMEDIATELY FOLLOWING EROSION OR OTHER DAMAGE. REFER TO LANDSCAPE PLAN FOR PERMANENT SEEDING SCHEDULE 3 TIMES I.D. I0r/.\0M\T/RIJI MAINTENANCE RIP RAP SHOULD BE INSPECTED PERIODICALLY FOR SCOUR OR DISLODGED STONES. CONTROL OF WEED AND BRUSH GROWTH MAY BE NEEDED IN SOME LOCATIONS. NOTES: 1. L = THE LENGTH OF THE RIPRAP APRON. 2. d = 1.5 TIMES THE MAXIMUM STONE DIAMETER BUT NOT LESS THAN 6" (INCHES). 3. A FILTER BLANKET OR FILTER FABRIC SHOULD BE 1 INSTALLED BETWEEN THE RIPRAP AND SOIL FOUNDATION. 4. MAINTAIN ENERGY DISSIPATERS INSTALLED DURING EARLY SITE WORK THROUGHOUT THE CONSTRUCTION AREA. ENERGY DISSIPATER SCHEDULE THE TOP ELEVATION SHALL MATCH EXISTING STREAM BED ELEVATION. RIP RAP SHAPE MAY VARY BASED ON STREAM BED WIDTHS. OO TEMPORARY SEDIMENT FENCE N.T.S. 2O TEMPORARY REINFORCED SILT FENCE OUTLET N.T.S. 3O TEMPORARY SEEDING SCHEDULE N.T.S. O TEMPORARY RIPRAP OUTLET PROTECTION N.T.S. i 5 TOP ELEV OF STORMWATER 12"- #57 WASHED STONE EXISTING SLOPE DESIGN OF SPILLWAYS DRAINAGE AREA MIN. WEIR LENGTH (ACRES) (FT) 1 4.0 2 6.0 3 8.0 4 10.0 5 12.0 VARIES CLASS 1 RIP RAP SIDE VIEW NOTES: HEIGHT AND WIDTH DETERMINED BY EXISTING TOPOGRAPHY AND SEDIMENT STORAGE REQUIRED. KEY RIP RAP INTO THE DAM FOR STABILIZATION. KEYED RIP RAP #5 WASHED STONE TEMPORARY ROCK CHECK DAM STANDARD METAL POSTS 2'-0" IN GROUND GALVANIZED HARDWARE WIRE EXTENDS TO THE TOP OF THE BOX .� PLACED TO A HEIGHT OF 12"-18" MINIMUM ABOVE THE TOP OF BOX NOTE: 1. INSPECT INLET PROTECTION AND REMOVE SEDIMENT AFTER EACH RAIN EVENT. GRAVEL SHOULD BE REPLACED AND REPAIRS MADE AS NEEDED. EXISTING SLOPE STEP SEQUENCE MAINTENANCE NOTES: 1. INSPECT CHECK PROTECTION WEEKLY AND AFTER 1" RAINFALL EVENT AND REPAIR IMMEDIATELY. REMOVE SEDIMENT STRAW, LIMBS, OR OTHER DEBRIS THAT COULD CLOG THE CHANNEL WHEN NEEDED. 2. IMMEDIATELY CORRECT ANY DAMAGE CAUSED BY SUBMERGED AND DEPOSITION ABOVE THE CHECK DAM AND FROM HIGH FLOWS AROUND THE EDGES. 3. REMOVE SEDIMENT ACCUMULATED BEHIND THE DAMS AS NEEDED TO PREVENT DAMAGE TO CHANNEL VEGETATION, ALLOW THE CHANNEL TO DRAINTHROUGH THE STONE CHECK DAM, AND PREVENT LARGE FLOWS FROM CARRYING SEDIMENT OVER THE DAM. ADD STONES TO DAMS AS NEEDED TO MAINTAIN DESIGN HEIGHT AND CROSS SECTION. HARDWARE CLOTH AND GRAVEL YARD INLET PROTECTION N.T.S. �10 NOTES: WOODEN STAKE WITH WATTLE 1. WATTLES SHALL BE FILLED WITH STRAW OR ANCHORED TO THE TOP OTHER APPROVED MATERIAL. FILTER FABRIC 2. SPACING FOR WATTLES SHALL BE AS SHOWN OR DITCH LINER ON EROSION CONTROL PLAN. 3. STAKE IN ACCORDANCE WITH MANUFACTURER'S REQUIREMENTS. 4. THE SOCK SHALL BE PRODUCED FROM A 5 MIL THICK CONTINUOUS POLYPROPYLENE, WOVEN INTO A TUBULAR MESH NETTING MATERIAL, WITH OPENINGS IN THE KNITTED MESH OF 1/8"TO 3/8" OPENINGS. 5. HARDWOOD 2"x2" STAKES SHALL BE DRIVEN THROUGH CENTER OF COMPOST SOCK AT 4' O.C. MAXIMUM SPACING ANGLED UP SLOPE. 12" DIAMETER STRAW FILLED WATTLE DITCHLINE PROFILE VIEW MAINTENANCE NOTES: 12" DIAMETER STRAW FILLED WATTLE 1. INSPECT COMPOST SOCKS WEEKLY AND AFTER EACH FASTENED TO WOODEN STAKE BY NAIL SIGNIFICANT RAINFALL EVENT (1/2 INCH OR STAPLE WOODEN STAKE GREATER). DITCHLINE 2. REMOVE ACCUMULATED SEDIMENT AND ANY FILTER FABRIC OR DITCH LINER FLOW DEBRIS. THE COMPOST SOCK MUST BE REPLACED IF CLOGGED OR TORN. / 6" COVER 3. IF PONDING BECOMES EXCESSIVE, THE SOCK MAY 8" FABRIC STAPLE NEED TO BE REPLACED WITH A LARGER DIAMETER 18" 18" OR A DIFFERENT MEASURE. 4. THE SOCK NEEDS TO BE REINSTALLED IF CROSS SECTION UNDERMINED OR DISLODGED. 5. THE COMPOST SOCK SHALL BE INSPECTED UNTIL LAND DISTURBANCE IS COMPLETE AND THE AREA ABOVE THE MEASURE HAS BEEN PERMANENTLY STABILIZED. N.T.S. I ( 6 EXCAVATED TRFNC'H NOTE: AN ACCEPTABLE ALTERNATE TO FILTER FABRIC FENCE IS A LINE OF STAKED STRAW BALES TEMPORARY WATTLE EROSION CONTROL PROTECTION FOR PIPE TRENCHING N.T.S. �11 N.T.S. MAINTENANCE NOTES: 1. INSPECT THE BARRIER AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT RAINFALL AND REPAIR IMMEDIATELY. 2. REMOVE SEDIMENT AND RESTORE SEDIMENT STORAGE AREA TO ITS ORIGINAL DIMENSIONS WHEN SEDIMENT HAS ACCUMULATED TO ONE-HALF THE DESIGN DEPTH OF THE TRAP. 3. CHECK THE STRUCTURE FOR DAMAGE AND REPLACE ANY DISPLACED RIPRAP IMMEDIATELY. 4. APPROPRIATELY STABILIZE ALL BARE AREAS AROUND THE INLET. CLASS 1 RIP RAP SEE r UVV SECTION THRU BASIN BELOW \ I "FLOW \ ' / m m o o g o f °� s ° INVERT l�a RIP RAP o PIPE o8 HEADWALL ° mm om , % /../ /./ ..................... #5 WASHED STONE S i t i lid/r I /��7 i 3THICKX3'HIGHMIN. STO RA / FL AREA TO BE DISTURBED PERSPECTIVE VIEW (CUT, FILL, ETC.) 1' FLOOD PIPE INVERT STORAGE FLOW ZONE 1 3 NATURAL 2.5 12" 000 GROUND 1 12" oo0 o �0°0 3, 12" 080 FLOW SEDIMENT STORAGE CLASS B STONE 5 #57 WASHED STONE MIN. MAX. SEDIMENT DEPTH (CLEAN OUT POINT) SECTION ) TEMPORARY ROCK PIPE INLET PROTECTION N.T.S. NOTES: 1. CONSTRUCT THE ENTRANCE TO THE SLOPE DRAIN OF A STANDARD FLARED -END SECTION OF PIPE WITH A MINIMUM 6-INCH METAL TOE PLATE (CROSS-SECTION VIEW). MAKE ALL FITTINGS WATERTIGHT. A STANDARD T-SECTION FITTING MAY ALSO BE USED AT THE INLET. 2. USE AN EARTHEN DIVERSION TO DIRECT SURFACE RUNOFF INTO THE TEMPORARY SLOPE DRAIN. MAKE THE HEIGHT OF THE BERM OVER THE DRAIN CONDUIT A MINIMUM OF 1.5 FT AND AT LEAST 6 INCHES HIGHER THAN THE ADJOINING BERM ON EITHER SIDE. THE LOWEST POINT OF THE DIVERSION BERM SHOULD BE A MINIMUM OF 1 FT 3. ABOVE THE TOP OF THE DRAIN SO THAT DESIGN FLOW CAN FREELY ENTER THE PIPE. 4. PROTECT THE OUTLET OF THE SLOPE DRAIN FROM EROSION WITH RIPRAP DISSIPATER. CONSTRUCTION SPECIFICATION 1. PLACE SLOPE DRAINS ON UNDISTURBED SOIL OR WELL COMPACTED FILL AT LOCATIONS AND ELEVATIONS SHOWN ON PLAN. 2. SLIGHTLY SLOPE THE SECTION OF PIPE UNDER THE DIKE TOWARDS ITS OUTLET. 3. HAND TAMP THE SOIL UNDER AND AROUND THE ENTRANCE SECTION IN LIFTS NOT EXCEEDING 6 INCHES. 4. ENSURE THAT FILL OVER THE DRAIN AT THE TOP OF THE SLOPE HAD MINIMUM DIMENSIONS OF 1.5 FEET DEPTH, 4 FEET TOP WIDTH, AND 3:1 SIDE SLOPES. 5. ENSURE THAT ALL SLOPE DRAIN CONNECTIONS ARE WATERTIGHT. 6. ENSURE THAT ALL FILL MATERIAL IS WELL -COMPACTED. SECURELY FASTEN THE EXPOSED SECTION OF THE DRAIN WITH GROMMETS OR STAKES SPACES NO MORE THAN 10 FEET APART. 7. EXTEND THE DRAIN BEYOND THE TOE OF THE SLOPE, AND ADEQUATELY PROTECT THE OUTLET FROM EROSION. 8. MAKE THE SETTLED, COMPACTED DIKE RIDGE NO LESS THAN 1 FOOT ABOVE THE TOP OF THE PIPE AT EVERY POINT. 9. IMMEDIATELY STABILIZE ALL DISTURBED AREAS FOLLOWING CONSTRUCTION. MAINTENANCE 1. INSPECT THE SLOPE DRAIN AND SUPPORTING DIVERSION AFTER EVERY RAINFALL AND PROMPTLY MAKE NECESSARY REPAIRS. WHEN THE PROTECTED AREA HAS BEEN PERMANENTLY STABILIZED, TEMPORARY MEASURES MAY BE REMOVED, MATERIALS DISPOSED OF PROPERLY, AND ALL DISTURBED AREAS STABILIZED APPROPRIATELY. 10' SPACING EXCAVATED AREA (AS REQUIRED) p I SIDE SLOPE 2:1 III ACCUMULATED SEDIMENT I- I EXCAVATED DEPTH, MIN. _ III III -ICI 1' - MAX 2' BELOW TOP OF -III IIIIII-III GRAVEL -SUPPORTED BY HARDWARE INLET -III IIIIII CLOTH TO ALLOW DRAINAGE AND III RESTRICT SEDIMENT MOVEMENT. WEEP HOLES FOR -III DEWATERING III 1 1 1IIIIIIIIIl j l 1, CONSTRUCTION SPECIFICATIONS: 1. CLEAR THE AREA OF ALL DEBRIS THAT MIGHT HINDER EXCAVATION AND DISPOSAL OF SPOIL. FLOW \� �,' 2• GRADE THE APPROACH OF THE INLET UNIFORMLY. FLOW 3. PROTECT WEEP HOLES BY GRAVEL. 4. WHEN THE CONTRIBUTING DRAINAGE AREA HAS BEEN PERMANENTLY \��;; .�!''�, i STABILIZED, SEAL WEEP HOLES, FILL THE EXCAVATED BASIN WITH STABLE SOIL TO FINAL GRADING ELEVATIONS, COMPACT THE FILL PROPERLY AND /"0 �,'�//j STABILIZE. MAINTENANCE_: INSPECT, CLEAN, AND PROPERLY MAINTAIN THE EXCAVATED BASIN AFTER EVERY STORM UNTIL THE COMBINATION DRAINAGE AREA HAS BEEN FLOW PERMANENTLY STABILIZED. TO PROVIDE SATISFACTORY BASIN FLOW EFFICIENCY, REMOVE SEDIMENT WHEN THE VOLUME OF THE BASIN HAS BEEN REDUCED BY ONE-HALF. SPREAD ALL EXCAVATED MATERIAL EVENLY OVER THE SURROUNDING LAND AREA OR STOCKPILING AND STABILIZE IT APPROPRIATELY. 0 BERM HOLD-DOWN STAKES - TEMPORARY EXCAVATED DROP INLET PROTECTION PLASTIC - CORRUGATED PIPE INLET �J N ,)PN441 „,� W,�,1 STABILIZE "' OUTLET YW"w,, ,, y I W 0 0 o o /moo 4' MIN LEVEL SECTION rr" v.rNow „u CROSS-SECTION VIEW Y.�a".,mMdNda PLAN VIEW STANDARD T-SECTION TEMPORARY SLOPE DRAIN N.T.S. SLOPE DRAIN AREA (ACRES) TOTAL FLOW (CFS) SIZE A 0.27 1.2 12" B 0.88 3.8 18" C 0.28 1.2 12" Maximum Drainage Pipe Diameter Area per Pipe (acres) (inches) 0.50 12 0.75 15 1.00 18 >1.00" as designed *Inlet design becomes more complex beyond this size. N.T.S. o E � 00 m U O > N ¢ Z � rn +� XN Yn ro N N Ln - p U 6 Z �0 N 00 r, Q (Q o Q c _ c U c _ a %Epmw=- s� UV i C L V C O N O � O0 N 0 o 0c m a CO o Z= Z= c o r- S O a w o U N- o CO • o C, c•Eza'� w C co > U o LL H z J E•• o C o o.9 NTa0 cxa H z¢LOW0-L `````,,,�/i CONz (n 0 oO�tiC' C ��: .,��c�ON d FQ`P?�• U W Z Z O U U Z W C) ie-ee7 L.L Z W �U V VJ _j Q U Z O Z O Fn L Ln � Q C 00 Q w O N Z U z z Q Z O Z O ca O /1/ r O L.L w Q U m�� _ O a) �O �L)Q cM a) O Z Z Q �--+ I �J Z �//� L.L$ 0 VJ C)O LO LO � 0 (n G Lo Revisions No. Date 2 2020 FEB 12 Project Number: 1711-B Date: 2020 FEB 12 Drawn by: FS SITE DETAILS Sheet Number: ■ AQUATTIC BENCH ELEV: 1202.00 OUTSIDE EDGE OF AQUATIC BENCH IS 6-IN ABOVE PERMANENT POOL ELEV 10-FT WEIR WIDTH 3 -11 FORBAY WEIR CREST ELEV: 1199.50 -i 0 0 0 =1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 I_ 11=1 I FOREBAY WEIR SECTION 6 WIDE AQUATIC BENCH TOP OF WEIR - AROUND ENTIRE POND ELEV: 1201.50 (SEE SHEETS C4.1 & C6.1) AQUATIC BENCH ELEV: 1201.00 INSIDE EDGE OF AQUATIC BENCH IS 6-FT LENGTH 3 T SUBMERGED 6-IN BELOW PERMANENT POOL ELEV FOREBAY WEIR �1 ELEV: 1200. 6 1 PERMANENT EL 1 3 �1 FOREBAY - - 42" RCP INLET PIPE - BOTTOM OF BOTTOM OF FOREBAY FOREBAY EXIT ENTRANCE ELEV: 1196.00 ELEV: 1197.00 SEQUENCE OF CONVERSION FROM SEDIMENT BASIN TO STORMWATER CONTROL MEASURE 1. INSTALL POND BARREL, OUTLET STRUCTURE, EMBANKMENT AND ALL OTHER POND COMPONENTS. 2. CALL FOR SITE INSPECTION PRIOR TO BACKFILLING POND BARREL. 3. INSTALL TEMPORARY SKIMMER TO OUTLET STRUCTURE. 4. EXCAVATE POND TO TEMPORARY SKIMMER BASIN DIMENSIONS, SEE EROSION CONTROL PLAN. 5. INSTALL BAFFLES AND OTHER TEMPORARY SKIMMER BASIN COMPONENTS, SEE TEMPORARY SKIMMER BASIN DETAIL. 6. REFER TO TEMPORARY SEDIMENT SKIMMER BASIN DETAIL FOR ELEVATION OF SKIMMER CONNECTION. 7. SEE CONSTRUCTION SEQUENCE ON EROSION CONTROL PLAN FOR INFORMATION. 8. ONCE SITE IS APPROVED, REMOVE TEMPORARY SKIMMER, BAFFLES AND OTHER TEMPORARY COMPONENTS 9. FILL HOLE IN OUTLET STRUCTURE FROM SKIMMER WITH NON -SHRINK GROUT. PROVIDE PERMANENT WATERTIGHT SEAL. 10. EXCAVATE SEDIMENT AND GRADE TO FINAL CONTOURS, SEE GRADING PLAN. 11. CONSTRUCT WET POND STORMWATER CONTROL MEASURE AS SHOWN ON THE DRAWINGS. AS -BUILT SURVEY REQUIREMENTS NOTE:CONTRACTOR SHALL PROVIDE AS -BUILT TOPOGRAPHIC SURVEY PERFORMED BY A PROFESSIONAL LAND SURVEYOR CERTIFYING WET DETENTION POND AREA DIMENSIONS AND ELEVATIONS OF THE FOLLOWING: 1. TOPOGRAPHIC SURVEY OF THE WET POND AND EMBANKMENT 2. OUTLET STRUCTURE TOPS AND INVERTS 3. OUTLET STRUCTURE DIMENSIONS 4. ORIFICE DIAMETERS 5. BARREL PIPE SIZES AND INVERTS 6. EMERGENCY SPILLWAY ELEVATION AND DIMENSIONS. OUTLET STRUCTURE NOTES 1. CAST -IN -PLACE CONCRETE RISER IS REQUIRED WITHOUT EXCEPTION. 2. CLASS "A" (3,000 PSI) CONCRETE TO BE USED. 6. ALL MORTOR JOINTS ARE 1/2" f 1/8". 7. GROUT SHALL BE NON -SHRINK (ASTM-C1107) 8. ALL STRUCTURES OVER 3'-6" IN DEPTH TO BE PROVIDED WITH STEPS V-2" ON CENTERS. STEPS SHALL BE IN ACCORDANCE WITH STANDARD 840.66. 9. LOCATE MANHOLE OVER STEPS. 6-IN DUCTILE IRON DRAIN PIPE WITH GATE VALVE AND HAND WHEEL CONCRETE PIPE ANCHOR Y X r d du d <a 1d L d d 00 da. d° d ° d a CAST IN PLACE RISER IS REQUIRED WITHOUT EXCEPTION I PVC PRIMARY SPILLWAY a ORIFICE DIAMETER: 3.5-IN 8-IN C LL a ' d � a TEMPORARY SKIMMER TVOF REMOVED (SEQUENCFILL SKIMMER CONVERSION FROM SEDIMHOLE WITH BASIN TO STORMWATER NON -SHRINK CONTROL MEASURE) GROUT FOR WATERTIGHT SEAL X 4-FT OUTLET BARREL 142-LF 24-IN RCP 8-IN CONTRACTOR SHALL PROVIDE STEP IN ACCORDANCE WITH NCDOT STD. 840.66. STEPS SHALL BE PLACED AT 16" O.C. OUTLET STRUCTURE PLAN VIEW 3 1� 24-IN THICK CLASS B RIPRAP OVER FILTER FABRIC TOP OF EMBANKMENT ELEV: 1208.00 100-YR STORM ELEV 1206.60 10-YR STORM ELEV 1205.10 2-YR STORM ELEV 1204.02 1-YR STORM ELEV 1203.68 TOP ELEV: 1205.5 6-FT WIDE ACCESS PAD TO OUTLET STRUCTURE 6-IN BELOW WEIR 10-FT WEIR WIDTH 3 �1 SPILLWAY CREST ELEV: 1206.50 -� i 1=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=� EMERGENCY SPILLWAY SECTION 10-FT 3 1� 24-IN THICK CLASS B RIPRAP OVER FILTER FABRIC SEED & MULCH EMBANKMENT SEE SEEDING SCHEDULE (INSTALL SLOPE PROTECTION MATTING ON ALL SLOPES STEEPER THAN 6: 1) SCHEDULE A PRE -INSTALLATION CONFERENCE PRIOR TO CONSTRUCTION OF THE STORMWATER CONTROL MEASURE PROVIDE 6' X 6' DEPRESSED AREA EMERGENCY SPILLWAY CREST ELEV: 120650 1 2-FT BELOW PRINCIPAL SPILLWAY WITHIN AQUATIC BENCH FOR PRINCIPAL ADEQUATE DRAINAGE SPILLWAY �/ f _ INV-1203.30 - L L /Fj \ II�II�II�W - - EXISTING DROP INLET B IN COMPACTED COMPACTED / II�I��II� -� PERMANENT POOL ELEV: 1201.50 _ OUTLET STRUCTURE':'. •.t' N SELECT FILL 7 •..t. N SELECT FILL UL INV=1201.50 I I CORE DRILL AND PROVIDE 2 WATERTIGHT CONNECTION TO �1 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - INV=1197.20 - - - - - - - - - - EXISTING DROP INLET _ FOREBAY BARREL OUTLET BARREL: 142-LF 24" RCP @17.2% SLOPE (ASTM C-76, CLASS III) GASKETED JOINT PIPE MANUFACTURED WITHOUT LIFT HOLES. GASKETED �MBANKMENT TOP OF PERM. SED. STOR. ELEV: 1197.00 O INV=1197.00 JOINT PIPE SHALL BE WRAPPED WITH A DOUBLE LAYER OF NON -WOVEN FILTER FABRIC ON THE OUTSIDE OF THE PIPE AT EACH JOINT. I I I I INV=1171.00 .... PERM. SED.STOR.ELEV:1196.00 i';,;...`'::'.,.:;.------------------------------------------- ------ ----- I // \IN INV=1197.10J I I / LL 6-IN �7HICK N I I I z \ N I / 4.. •4.. .d < LL CONCRETE PIPE N � ,' 4+ 9 • \ 6" IMPERVIOUS FILL 6" DUCTILE IRON g.`.'• COLLAR TO CONC. ANTI -SEEP COLLAR (6" WIDE) / LAYER UNDER ALL DRAIN PIPE SPRINGLINE +' 3 TOTAL UNDER EMBANKMENT WITH \ I N ONE COLLAR UNDER CENTER OF + + I / /\ d• ° d'a d .•. WATER SURFACES \ L_ - / ` '• + SEASONAL HIGH WATER TABLE BELOW ELEV: 1192.00 DAM / \ \ \ j,�' ' CONCRETE \ / 24" PIPE 1 \ I \ RCP"° COLLAR I N1. 1 \ „' a .y e • 4. .�:, POND AND EMBANKMENT SECTION \ MIN MIN \ ANTI -SEEP COLLAR \ ENLARGEMENT / END CAP WITH \ / DRILL OPENING \ / DIAMETER:3.5-IN \ / ° d. ANCHOR \ DRAWDOWN ° Q PIPE TO WALL \ / 10-IN / 4" PVC d ° \ d . I a' PRIMARY 1 WET DETENTION BASIN MAINTENANCE SCHEDULE DESCRIPTION METHOD FREQUENCY SEASON EMBANKMENT INSPECT AND REPAIR EROSION / ANIMAL NESTINGS VISUAL ONCE PER YEAR ALL INSPECT AND RESEED GRASS COVERAGE VISUAL WHENEVER NEEDED ALL OUTLET STRUCTURE DEBRIS / OBSTRUCTIONS BY HAND WHENEVER NEEDED ALL OPERATE POND DRAIN VALVE BY HAND ONCE PER YEAR ALL EROSION AT OUTLET DISCHARGE VISUAL ONCE PER YEAR ALL FOREBAY / MAIN POOL SEDIMENT / DEBRIS BY HAND ONCE PER YEAR ALL REMOVE TRASH BY HAND WHENEVER NEEDED ALL CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTENANCE UNTIL PROJECT CLOSE OUT AT WHICH TIME OWNER WILL ASSUME MAINTENANCE RESPONSIBILITY. I 4"PVC TEE SPILLWAY INV=1201.50 I PERM. POOL ELEV: 1201.50 I'.d ° d I WATERTIGHT 4"PVC NON -SHRINK I GROUT I 8-IN ° ANCHOR / DRAWDOWN / a° PIPE TO WALL ° HEAVY DUTY \ / VALVE STEM WHEEL \ END CAP WITH / DRILL OPENING \ / \ DIAMETER: 3.5-IN / \ / 3" DIA. CONCRETE CORE \ PRIMARY SPILLWAY / / 24" ENLARGEMENT TOP SLAB ELEV: 1205.50 \ TRASH RACK IS ON ALL \ WEIR ELEV: 1203.30 FOUR SIDES \ 8-IN 8-IN 6-IN \ PRIMARY / �'.. VALVE STEM GUIDE. ATTACH ° d. SPILLWAY / TO RISER WITH THREADED / % \ ROD FILLED WITH GROUT \ \ \ / '•.'.; ', INV=1201.50 HEAVY DUTY VALVE STEM TEMPORARY SKIMMER TO \ '�. •' :° BE REMOVED ( SEE CONSTRUCTION U-SHAPED STEEL SEQUENCE) \ \ BRACKET ATTACHED TO \ BASE WITH THREADED \ \ ROD FILLED WITH GROUT \ 8-IN OUTLET EXTEND PIPE OUTSIDE III=1 I=III III=1 1-� -,, � !• INV=1197.00 BARREL EMBANKMENT INV=1197.20 I / <° ' III I I".III- . INV=1197.10 142-LF 24-IN RCP TOP PERMANENT SEDIMENT STORAGE ELEV: 1197.00 6 DUCTILE IRON DEWATERING PIPE 14+ Ifa.. • e N/ °CONCRETE FILL e ° BOTTOM PERMANENT SEDIMENT STORAGE ELEV: 1196.00 \ •, °.'' '' ' ' TO EXCEED / \ • . BUOYANT FORCE / .. / CONCRETE / PIPE ANCHOR z / FLANGED, NRS, RESILIENT WEDGE GATE / \ VALVE WITH EXTENSION STEM, HAND WHEEL / \ AND STEM GUIDES AS MANUFACTURED BY / \ CLOW OR APPROVED EQUAL. OUTLET STRUCTURE SECTION Y-Y DAM EMBANKMENT CONSTRUCTION STANDARDS 1. CONTROLLED FILL, AS SPECIFIED BY THE GEOTECHNICAL ENGINEER, IN THE DAM EMBANKMENT SHALL BE PLACED IN 6-INCH LOOSE LAYERS (3-INCH LOOSE LAYERS WITHIN 3-FEET OF EITHER SIDE OF THE PRINCIPAL SPILLWAY PIPE TO A DEPTH OF 2-FEET OVER THE PIPE) AND SHALL BE COMPACTED TO A DENSITY OF NO LESS THAN 95% OF THE STANDARD PROCTOR MAXIMUM DENSITY AT A MOISTURE CONTENT OF + OR - TWO PERCENTAGE POINTS OF THE OPTIMUM MOISTURE CONTENT IN ACCORDANCE WITH ASTM D698. 2. ALL VISIBLE ORGANIC DEBRIS SUCH AS ROOTS AND LIMBS SHALL BE REMOVED FROM THE FILL MATERIAL PRIOR TO COMPACTION TO THE REQUIRED DENSITY. SOILS WITH ORGANIC MATTER CONTENT EXCEEDING 5% BY WEIGHT SHALL NOT BE USED. STONES GREATER THAN 3-INCH (IN ANY DIRECTION) SHALL BE REMOVED FROM THE FILL PRIOR TO COMPACTION. 3. FILL MATERIAL PLACED AT DENSITIES LOWER THAN SPECIFIED MINIMUM DENSITIES OR AT MOISTURE CONTENTS OUTSIDE THE SPECIFIED RANGES OR OTHERWISE NOT CONFORMING TO SPECIFIED REQUIREMENTS SHALL BE REMOVED AND REPLACED WITH ACCEPTABLE MATERIALS. 4. ANY FILL LAYER THAT IS SMOOTH DRUM ROLLED TO REDUCE MOISTURE PENETRATION DURING A STORM EVENT SHALL BE PROPERLY SCARIFIED PRIOR TO THE PLACEMENT OF THE NEXT SOIL LIFT. 5. SURFACE WATER AND STREAM FLOW SHALL BE CONTINUOUSLY CONTROLLED THROUGHOUT CONSTRUCTION AND THE PLACEMENT OF CONTROLLED FILL. 6. FOUNDATION AREAS MAY REQUIRE UNDERCUTTING OF COMPRESSIBLE AND/OR UNSUITABLE SOILS IN ADDITION TO THAT INDICATED ON THE PLANS. ALL SUCH UNDERCUTTING SHALL BE PERFORMED AT THE DISCRETION OF THE GEOTECHNICAL ENGINEER AND SHALL BE MONITORED AND DOCUMENTED. IN NO CASE SHALL THERE BE AN ATTEMPT TO STABILIZE ANY PORTIONS OF THE FOUNDATION SOILS WITH CRUSHED STONE. 7. TREATMENT OF SEEPAGE AREAS, SUBGRADE PREPARATION, FOUNDATION DEWATERING AND ROCK FOUNDATION PREPARATION (I.E., TREATMENT WITH SLUSH GROUTING, DENTAL CONCRETE, ETC.) MAY BE REQUIRED AT THE DISCRETION OF THE GEOTECHNICAL ENGINEER. ALL SUCH ACTIVITIES SHALL BE CLOSELY MONITORED AND DOCUMENTED BY THE GEOTECHNICAL ENGINEER. 8. FILL ADJACENT TO THE RISER AND PRINCIPAL SPILLWAY PIPE SHALL BE PLACED SO THAT LIFTS ARE AT THE SAME LEVEL ON BOTH SIDES OF THE STRUCTURES. 9. EARTHWORK COMPACTION WITHIN 3-FEET OF ANY STRUCTURES SHALL BE ACCOMPLISHED BY MEANS OF HAND TAMPERS, MANUALLY DIRECTED POWER TAMPERS OR PLATE COMPACTORS OR MINIATURE SELF-PROPELLED ROLLERS. 10. COMPACTION BY MEANS OF DROP WEIGHTS FROM A CRANE OR HOIST SHALL NOT BE PERMITTED. 11. HEAVY EQUIPMENT SHALL NOT BE ALLOWED TO PASS OVER CAST -IN -PLACE STRUCTURES (INCLUDING THE CRADLE) UNTIL ADEQUATE CURING TIME HAS ELAPSED. 12. TO RE-ESTABLISH VEGETATION AFTER CONSTRUCTION, A 2- TO 3-INCH LAYER OF TOPSOIL SHALL BE PLACED ON THE DISTURBED EMBANKMENT SURFACE AND THE AREA SEEDED AND MULCHED OR HYDROSEEDED. TESTING, OBSERVATION, AND CERTIFICATION 1. TESTS OF THE DEGREE (%) OF COMPACTION OF THE PLACED FILL IN THE DAM SHALL BE PERFORMED AS A PART OF THE PERMITTEE'S NORMAL QUALITY CONTROL PROGRAM FOR THE CONSTRUCTION OF THE DAM. TESTS SHALL BE CONDUCTED CONCURRENT WITH THE INSTALLATION OF THE COMPACTED FILL AND THE CONTRACTOR SHALL COORDINATE THE CONSTRUCTION OF THE DAM SO THAT THE TESTING CAN BE COMPLETED. SHOULD THE RESULTS OF THE TESTS INDICATE THAT THE SPECIFIED DEGREE OF COMPACTION HAS NOT BEEN OBTAINED; THE PORTIONS OF THE DAM REPRESENTED BY SUCH TESTS SHALL BE REWORKED OR REBUILT. ALL PORTIONS OF THE DAM SHALL ACHIEVE THE SPECIFIED MINIMUM DEGREE OF COMPACTION. 2. CONSTRUCTION OF CLASS A, B AND C DAM EMBANKMENTS SHALL BE DONE UNDER THE OBSERVATION OF A QUALIFIED GEOTECHNICAL ENGINEER, WHO IS REGISTERED AS A PROFESSIONAL ENGINEER IN THE STATE OF NORTH CAROLINA. THE GEOTECHNICAL ENGINEER MUST HAVE EXPERIENCE IN THE DESIGN AND CONSTRUCTION MONITORING OF DAMS OF THE SIZE AND SCOPE COVERED BY THESE STANDARDS AND GUIDELINES. 3. ON CLASS A, B, AND C DAMS (WITH THE EXCEPTION OF DETENTION ONLY CLASS C DAMS THAT COLLECT DRAINAGE FROM AN AREA OF 25-ACRES OR LESS), THE GEOTECHNICAL ENGINEER, AS DEFINED ABOVE, SHALL OBSERVE ALL ASPECTS OF THE CONSTRUCTION OF THE DAM (I.E., PREPARATION OF THE FOUNDATION, INSTALLATION OF THE CUT-OFF TRENCH, INSTALLATION OF THE PRINCIPAL SPILLWAY PIPE, INSTALLATION OF THE INTERNAL DRAINAGE, INSTALLATION OF COMPACTED FILL, ETC.). THE FREQUENCY OF OBSERVATION AND TESTING MUST BE SUFFICIENT FOR THE GEOTECHNICAL ENGINEER (OR THE DESIGN ENGINEER ON CLASS D DAMS AND CLASS C, DETENTION ONLY, DAMS) TO STATE, IN HIS/HER PROFESSIONAL OPINION, THAT THE SPECIFIC ITEMS OBSERVED AND TESTED WERE INSTALLED IN ACCORDANCE WITH THE APPROVED CONSTRUCTION DRAWINGS AND SPECIFICATIONS. 6-FT WIDE ACCESS PAD TO OUTLET STRUCTURE 6-IN BELOW WEIR CONCRETE SLAB 5-IN THICK MANHOLE RING AND COVER CONCRETE SLAB #4 BARS 8" O.C. E.W. #4 BARS 8"O.C. E.W. 3"R TOP SLAB ELEV: 1205.50 q . ° TRASH RACK #4 REBAR 6" O.C. E.W. TRASH RACK (ALL •.° 3" IS ON ALL FOUR SIDES OF RIM ELEV: 1203.30 FOUR SIDES "e. OUTLET STRUCTURE) ° ANCHOR TRASH RACK 8-IN (ALL CONTACT POINTS) 8-IN .. - MIDPOINT OF n AQUATIC BENCH PRIMARY ..;; SPILLWAY INV=1201.50 PERMANENT POOL ELEV: 1201.50 ,�IIIIIII °�. 3 FILL SKIMMER HOLE WITH N NON -SHRINK GROUT. PROVIDE PERMANENT ELEV: 1199.00 WATERTIGHT SEAL. ;III,=„III=„III=„III DEWATERING PIPE INV=1197.10 •� ° ° d °• '. CONCRETE FILL j •. . CV TO EXCEED BUOYANT FORCE e" ° 00 lO PERMANENT WET DETENTION POND STORMWATER CONTROL MEASURE (SCM) NTS OUTLET STRUCTURE SECTION X-X 3 1� 6-FT X 6-FT X 2.5-FT DEEP DEPRESSION UNDER PRINCIPAL SPILLWAY FOR ADEQUATE DRAINAGE. TIE BACK TO AQUATIC BENCH AT 3:1 SLOPE. ID00 W NQj v o M v v ON U a z XN O m .� Ln n') s fV N U v 00 06 Z Q O : (Q IS . E C c c_V U V t ro 3 N LO 00 o cal U V rr o W W m a LO cn Z _ O Y"00It0 z =. 0F_(0LO • O a W 0U5wNOR - - O > Z C Z (I0 W c"a 'L - or) U O LL Htm ¢ o H J E • • O •7 C C) = NTaM Q'nwaLL z its �. N " _ t� ► z 0 CoN co o p�tiC' Ci��: 0, d FQ`P?�• $'too Ill%%%%%%`. CU W Z Z O CU CU Z I..L W C) Z W Z) CU v v J/ v/ Q L Z` z 0 O0 L LO (� 00 Q w O N z 0� U z J Z Q 3 Z o O ca 0 NO I..L Iv O c 0 � W n� G 1..� C) m ` -O 1 FI. > M O Za, N ZQ 0- -"-+ (l) I `J z a) I..L$ OLo 0 J Lo 0 02 (/) �Lo Revisions No. Date 2 2020 FEB 12 Project Number: 1711-B Date: 2020 FEB 12 Drawn by: FS SITE DETAILS Sheet Number: C8014