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HomeMy WebLinkAboutSW6121003_APPROVED PLANS_20121119STORMWATER DIVISION CODING SHEET POST -CONSTRUCTION PERMITS PERMIT NO. SW_/,W�IOD J DOC TYPE ❑ CURRENT PERMIT APPROVED PLANS ❑ HISTORICAL FILE DOC DATE �J� I.l lI YYYYMMDD 1 Lit 2 3 -----. . _.... 41 U G A ty w 0.2 40 EROSION AND SEDIMENT CONTROL LEGEND SIL T FENCE 3M3 CONSTRUCTION ENTRANCE INLET PROTECTION TEMPORARY RIGHT-OF-WAY DIVERSION �-- TD — — - TEMPORARY DIVERSION 1* TEMPORARY SEDIMENT TRAP NOTES THIS SHEET: I. SEE SHEET CSOOI FOR NOTES AND LEGEND. SEQUENCE OF CONSTRUCTION ACTIVITIES: I. DETERMINE AND MARK LIMITS OF DISTURBANCE. 2. CONSTRUCT STABILIZED CONSTRUCTION ENTRANCE AND TEMPORARY ACCESS ROAD. 3. PLACE PERIMETER SEDIMENT FENCE CONSTRUCT TEMPORARY DIVERSION9.INSTALL SEDIMENT TRAP. 4. REMOVE TOPSOIL AND STOCKPILE FOR USE ON SLOPES. 5. LOCATE STOCKPILE AREA AS DIRECTED BY COR. INSTALL SILT FENCE AROUND STOCKPILE. 6. PLACE REMAINING SEDIMENT FENCES. ROUGH GRADE SITE.CONSTRUCT CHANNELS AND TEMPORARY DIVERSIONS INSTALLCHANNEL LININGS AND CONSTRUCT' SLOPE DRAINS. T. CONSTRUCT STORM DRAINAGE. EXCAVATE DROP INLET PROTECTION AND OUTLET PROTECTION TO BE CONSTRUCTED CONCURRENTLY WITH STORM DRAINS. B. PLACE TEMPORARY SEEDING ON ALL DISTURBED AREAS. 9. COMPLETE FINAL GRADING. 10. PLACE PERMANENT SEEDING AND DO FINAL LANDSCAPING. II. REMOVE TEMPORARY EROSION CONTROL MEASURES AFTER SITE IS STABILIZED. 12. INSTALL BIORETENTION BMP. THE ESTIMATED TIME BEFORE FINAL STABILIZATION IS THREE MONTHS. pprov�g9ntt tai ,r p -- ijt OCCUrnerit$ (,OnStr=ion in a0cordan^n with •. ESE dOCUYrT nts iCt required by In.e storr'nwaier r4irm,;t Nl rth �aroiine {ules require that the st rrrivva:.:r •ys;et;i designer Inspect during construNior, certify , ,formity with #hr- plans and spe .S; and ce, t3 ' cran Hance with the e :wlWater rulae. ( ? 5A NC rw llar 8 { Permit 9 it ) b - Ib�P t�l.�_l..da 3_ Date 11 1 1 1 � tvK; „'is nn nt kYatar ua ihect 6r.10 [ iKEY PLAN 20' 10' 0 20• 40` GRAPHIC SCALES 0 U w �c 0 w U) w US ARMY CORPS OF ENGINEERS SAVANNAH � m v Z 0 c U J_ 0 m N (L to Uj Z 0 w a W �T 9 -; z Q Wa�o z L) o r4 0. O�N� Z �' 0 0 pp., pzp r U1- c71� U lii } �Q d ❑J L)al D e O EL e gC� C 10mmLU 000 u.m to)i 8 z E z w� H o W Gov w o Z <o _ o U Ln W 2 v Z Q J Q �.L Z J 0 a= �Q zo zz ZQ 0w 0 L) L m z 0 o 0 w PLATE REFERENCE NUMBER CG 104A _ - _..- 'r� -T�'FT r,�s-■r,7 - r � '�PV s:+., ��r,ss > ; + 1+;,; ;� j j $$DGNSPEC$$ $$SYSTIME$$ $$USERNAME$$ 1 2 3 1 4 5 C A A aw wn zY� awls SOD=: SOD :....:;•:••. !D COINV 5c :SOD: ELm 258.5 ty ; SOD 254.00 :SQO: NOTES: 1. SEE SHEET LP140101 FOR LANDSCAPING SCALE 1 "=20' ' • . •., .•SOD 814ETENTI6N SOIL MIXTURE , MIN. 2" SAND (WASHED)' MIN. 2" COVER #78 3r CHOKING STONE (WASHED) . � ' .. _ � r •' a f, _' ' MIN. 3 157 (WASHED) 2 MIN. Ir ��� : . „ �:..' Irt1� ` �i, C, /i.$IA X , /j, Cr /i• ' /i• tl A, /i• 1 CI '.l //` t' ]'.l / ` ; A. A I) )I}'•• /•)I} jl)I �,} •-:c�,.�?,�4 PERFORATE , ):���.;c'), •�.;, ), NnW- N., .. ,vt� , .vti UNDERDRAIN>,)•IrC�I• 'n),vt�;'-/i• ,I I�%�"�,/i,'`Ir`l'y�%'`r/i•�``�i•. •� �) 1 } l !. �� I } Jl1 r J A, 12 v♦�) I } )f �• �.w-!�/rl) �1 I) /`) I } ), >R k �'(). �1;) , .�,"l�l v ♦;' ' ,, v �>+ ) ! Ir �; 1♦ �1.: ) , ��•' ) ,r �\..' 1:v �1..' ) Ir ��'' .I♦ *�•' *t 1 `i /r , C r /i , t, /i • U /i • [@ I �\ /r • .I C I ,L /i , 1 ' ' .l /i • 1)C' l !i • )C' � /i ' �t I � /i' )C' � /i A.► .I • y INV CO INV] 249.5 lQ% - SIORETENTION SOIL MIXTURE • MIN_ . 2" COVER SAND (WASHED) •' MIN. 2" COVER #78 ,. •' ., , ,r.-�•-�, -•�^' 7• Y, ` ' ` + '• ', ' , - CHOKING STONE (WASHED . , . ,, ' NON —WOVEN + . MIN. 3" COVER #57 (WASHED} I• `Fr :,:: DRAINAGE tEOTEXTILE _ L`2' MIN. .� /i�, i, .,'` /, (, �� /i, tl '.� /�. `tl /i,/ tl 'l /�.r I /i. \Cr /i• CI '� /,. `CI /j./// tl }' , � � �) [ } �) ! } \ � I�I�}( \- IM, �)r f },' 1. �I �) I } � I \ � l,,( � 1 1 }''• \ �) 1 }'' ` I Ji J ! }'', \J �) , }''. �1 j�) t }(', l� �)(,\}(•I. ,'t);,a�..'(�«�]ilil`7.�\�:l w(� c), \(:.;c�t�,:��.�:�lt`�.w���C`),�\��; `),,�-�(l I/ \\�.' ),Er^•' )) Ir �h: ) Ir \�•' ) Ir �h�' ),Ir �1:: ),Ir �1: .' 1 Ir \N•' ,rt� \'12 ,rtr�l. Irt� ) \.: ) LINDERDRAINr Cr /r, CI A' Cr /,, tr /r, t, /,. CI /,. CI /r. tI /r. 1 l I l ] Al:/` } n, f j �) 1 I }''. / I ]''- 10 /� I )''• i J' •• I j '• I )/ • 1 {` I ]% ' f` I ]% ` l ( l,,(r ( k r \ r (� \�,(r (. \,�(r (, r (, 1,,�(r (, 1 r \ r 1 l ( 4 ( �fSJRi, \, �l.' ),try\•' ),Ir��'' ),Ir��' ),Ire\•' v�\• ),Ire;•' ,r \:. ),Ir�l'�' rig;•' ),v�;•' Ire\.:' #Y ,l/J+ ` ')C I ".l /i ` )t + .,l /i • )t /i ` )t i '; !r ` )t i 'l )t e ' '; /r ` ) 1 '� /' • ) I '; iY .., t. , i' NO SCALE SPO NOTES: 1. SEE SHEET LPN0101 FOR LANDSCAPING .SOD: SOD . .: :yL ELm 253.5 0 1 49.5 N• SOD :S00: :.SO©.- SOD: THREADED PLUG FIN GR --% r --my ,i.. --1 r- Tr J, L i E ��� l 1 � .J E L t• SCALE 1 "-20' SIZE AS INDICATED, 6" MAX. FIN GR NO SCALE 120 MAX. PONDING DEPTH 'i,4.-p�•Fh:.r�„t `ie.(F,'irrt:+cit.?�" �":.;►',7lt OOCl1fY;, MZ t ;Uil�--::U^!IC(L•'. :i";:;Cfd3i'�_ iYl'll� .,t@se �QCuments K. P�uira 7 inr st�,rmwater k r,nit Nor;n :arofin. -lies tegt;i'e that ;",P sl,.r nv,3:,:r ••yste . dBGi9ner 'nspeci cluf,ng cr)nstrtrr'in certify coa;formity with it), plans do spe s and cf'rt4'-lYWrphance with the •,.v:, ._ ri,ies r ! _, Iv ;t,C ?H 1008 {j . ,,. ..,. 6 12100 e`nt Garr; 1 1 �/ L W. NC J tsior. of � to Ut a t 5 �'.�tst�•� �ate, _C/Z3/i 0 U WWN W U) w US ARMY CORPS OF ENGINEERS SAVANNAH m a z 0 t 0 0 U 0 � F a W i Lu Q 0 0 m } 1n cn 0 N W Z� " 0 m�caz v h- Q U m U 9 � Sc a Z a � a) U t. 1 mV � U } m A c v laz m 2 Lu U2 GH2 UJ Q U Z E z � L c L r_ E ONE N Q woZ O < V) ga2 cLL U Ln w� i v �o Q J_ ai LL F. Z Z Z Q � W Lt. ❑ V)� m 0 PLATE REFERENCE NUMBER C504 . V 'r 77- ... i .. ...-. - -. .- � (-1 - -, . r - -- -. .- T':-. . T:T-.-r -. _ . -- .----• 1, . I - I .-. ssDGNSPEC$$ $$SYSTIME$$ $$USERNAME$$ l _. _. a _ _.. -_.- -_'1 '.-• - -t _.. - _.. _ _.. E' d' - '1•-.. - 1 !!J-Lit _1..Li_.!S_LLEL: _L• L__CL •W. 1 1 2 1 3 4 FOLIO - FOR OFFICIAL USE ONLY 191 C m b 264.2' u �' aLAI e .I Q 4 Q0 263.8' 4 o GA Te 262.9x I a ' 263.3' � GA TE,_x 262.9' x-- ----X -i- a + 2 6 3 , _--- - -z� 5016 i-- 26 4' fl < ` a 264.5' 264.4' 263.8' + k 263.9' + BROKEN ASPHAL TIGRA VEL MIX 264.1'`..- + 263.5' + 263.6' WALK + 263.8 , DI COULD NOT z a• ° 2'X3' GRATE DETERMINE + -- + 264.1 :.� 264.4 STOP-263281 DESTINATION= 64.2 N �+ 264,1' 263.7' 264.01 GA TE ,' 264.2' 264.6` S� X "7 0 �65.8 6 !' : ,2,4.2' ~ ~ -- .: s.:= 263.8' t�� c� •� [3 a 2 5. :: �` �64.0 2' RCP cr n 266.0' 269- GRASSILA GA T E co o , 2663' 5246 _ 26�; m.. ° �• 264.6 EXISTING B10-RETENTION .66:5' 255.1' ® .';, © ��' 4 264,5' FACILITY TO BE PERMITTED c7 NO ACCESS m cn �� o !' 59.7' ; 266.4' GRASS c+ Y66.0'', �� t',' MINIMAL GRADE' RAIN', . 2643' 257.8' r e' CHANGE BARR,�L,� e s� r 501E /G,4A VEL MIX � RAfN64.3' •b' CQr1{'C° AL / + BARREL :264.6' \ + 263,8' CI 26 5 ---, 1yy 2E3.8` 26 TOP=2F6.03' 5017 1NV =258,2 ENE ----- ; , 264. I f ' 262'8.. INV=258,2_' WSW -266.4' 2G5.8' p v •' G ` ,-. , h3 +�'� 'r�,:..::" '� �. �f� 517tD . . ------ -.._._ ;' * "� r fir• ,•1,.. 012 265.8 WSJ` 264.7 .'; 2�4` + 63.6' 65.3' 2 .8 266.6' n + 26 •I' t �f 1 `` k a 6L9` A Sj '� LT 1 260,41 ° 1'X1' GRATE 265.0' . .:.264.5' SHED o a' . �. /r�A R 1�JG 26I TOP=264.48' 1 DRAINAGE AREA 'A' Solt a `--261fL T ' 265.71� INV NOT 2642' + AREA= i.66 ACRES '2GQ•8' ' DETERMINED ' -- 4 = Eo.9 a �a (IMPERVIOUS AREA= 1.39 ACRES= 8q%) MH 263,6' m :266,4, SD - '' 2.63,8 / �.L • f ( 60,8' TOP=265.50' ' S 265.9' INV=258.4' NE� 264.1' + ♦ _: '1 1NV=258.4' WS J C� 1 D ! �- 1 t J coo 1 5018 [� �tr} EXISTING DOWNSPOUT TIED � +' 264.1' 4`� STORM ��� �� � � ''}: I � � -� TO UNDERGROUND i , + 265.8' + 264.9 A SPHA L T c LD NOT PIPE (TYP) / 263.5' t' `�2�q Di _ D ERMINE �?63.5' °. 263.8' .. __ I 9 DEUTII'VA �IJ 266.5' 56.4 cs �' °� + 2ca�<b ; ,N✓=25 3•. r, Q i 264.i { .�. 25.9.E f ^c�= ,�0.8' 26Q,�• + pG 263,8' , 260.1' 270.5 26,3.7 rc7 60 26 263.2' A . + 260.8 260.2' 260.E 1 + Q TOP=264.87' 263.3 . r- 264.Q' a� + �� �` •, « op 261. 50f0 :261. 46, , 1PJV=258.6E : � � INV=260.3' SE . d p INV=258.5' SW ASPHALT ' COIVCRE TE PA RKING 2E1. '-"r'' ' 60.8` APRON j 263.5' �' �" 4' CPP (T YP1 L Q T GRASSIGRA °°✓EL MIX --- �, gyp• Z 263,0+ 262.2' - 26I.9' + 264.0' Q 262.6' 264.4 + 263.1° 266.7 :265.4 •263.3 ' WOODEN DECK DM' '_ a Q SLDG 3_j63 �:�;- STQ?- H,•��. 264.5' MASONR _ IN'V=259J' E :.: `� GRASSIGRA ✓EL MIX qi ADiNG 00(5K, INV=259J' W X / Z� 267.1 0�.9' 266.9' + k 26r,6 t ' `� SOtL /GRA VEL MIX 266.8' 266.3 0 266.3'� + 2.64.2' x Q + 2f3.6 64.1 263.5 12 RCP...' CA TE 266.5' 5014 l .�--. t \ p �l F� 'r T i 2E6.5 66,0' + �66: ; + 266.6' %�: P65.G' --l2' RCP ASPHAL T 266.01' SPI fAL T A A ;'V 267.2' SLOG 3-1333 2 X3 GRATE w 267.6' MA SONR'�` TOP-266.JO' Cl 266.8' 2IX3 GRATE INV=263.2 S� TaP2b5.72 «[6 �. INV=259.2 W TOF 265.79' ,INV-262.7' NrT� DRAINAGE AREA MAP W 1NV=262,6' S � C-`01 C� 01 1' = 30' 263.0' + 263.V r ► f,. K MiROAJ o Tionv SENSC7R S X ��_� 501.E 60.0 260.6' ° PLr N NOR' H 30 0 30 60 90 GRAPI I C }� a � sT�14�edt:?t t`::irrglC ocuments (,OilslFuctiol. ,r; �a�iL3n"... tv 1!h ;:t8>;e doCun}f: rlts IA +�a , reJ ty tr: P:'rr"wraiR; !?t+r r.;' ?a„rh uareli�a ;tits req rite i! ; .rtr: st,_rrr;'d,;a de sigrw.r ?nspe(;l d;ar�t,g u,,.'slr ;: 'ion ; Ei'; ;:t,formity with the ans and cg t:fy rr iarrca with the OYr�waterr;::+s hC:fit, ?(3gB(j)) "gate.171 !/ I 1 Z.te- PRELIMINARY NOT FOR CONSTRUCTION US ARMY CORPS OF ENGINEERS WILMINGTON 01 04 N O N • • Z 111 N d oCL O z p } t"~ W 1 " om 04 0- 04 o 0H off z m _� ui no 6_ �m i. Q [ui oLLJ W In 3 J N a ca v, � en ❑ � U cn Q cn W 0N Oi Q �z� Lu LL U ��� who z�z �Z� a� .. LL, � }U)z wag. I Q O � U 00O �(1) � Q z EL Z 75 _ O U Q Q LL U (L Lu z w 0 U z Z � X O woo U O z� PLATE REFERENCE NUMBER C-101 SHEET + 'I l:� lil,l �� �d '. '.�; �.{ t e 7 et' " ,�� ��, +ill � y � it`€•� t � 7fr '•f,. ' � .�.'". j . i.. �. .�.... �.r'[. t i, .c ..... , ,... .. .... ..... .. ... .. ... .. .. ... ., .. .. ,.1.:ki, ,1.-.,..f � f Y' ,�.1,. +i:Y c.tb.-.. . ..i.a•. t.•}•: .'+