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Home My WebLink AboutSW6140401_APPROVED PLANS_20140408STORMWATER DIVISION CODING SHEET POST -CONSTRUCTION PERMITS PERMIT. NO. SW &// 1 DOC TYPE ❑ CURRENT PERMIT APPROVED PLANS ❑ HISTORICAL FILE ❑ COMPLIANCE EVALUATION INSPECTION DOC DATE YYYYMMDD 1 2 1 3 1 4 5 n C A PLAV VIEW - AREA 4A 0 0 V) U W z U I � I r.. ...... .........Y \ i I I x — - x\ t i - �j ......._. r.... t I i li i j ji j Ij 1 FII T.UNF ! I i �a x I ' 1 e- _ _ 3j j � I 1 j 2 o 1\ �� 00 I I I �� 1 ! • ii i jl ATFP GA/ i :. -. O I J Ij I J o_ o 1 n, -I I I -I 1 t• -I -I I I I I - PLAV VIEW - AREA 4B GENERAL NOTES: 1. UNDERGROUND UTILITIES SHOWN ARE APPROXIMATE. CONTRACTOR SHALL FIELD VERIFY EXISTING UTILITIES. 2. ALL CONTRACTORS/SUBCONTRACTORS/PERSONS THAT WILL BE ENGAGED IN LAND DISTURBING ACTIVITIES SHALL COMPLY WITH ALL EROSION CONTROL AND STORMWATER POLLUTION PREVENTION REQUIREMENTS CONTAINED THROUGHOUT THE EROSION CONTROL DRAWINGS, SPECIFICATIONS AND PERMITS. 3. SEE SHEET C-001 FOR CIVIL NOTES AND ABBREVIATIONS. 4. SEE SHEET C-002 FOR SITE LOCATION MAP AND CONTRACTOR HAUL ROUTES. CIVIL LEGEND - SITE HEAVY DUTY ASPHALT PAVEMENT — INSTALL IAW DETAIL' A/CP-520. + + 1 HEAVY DUTY CONCRETE PAVEMENT INSTALL IAW DETAIL B/CP-520. CONCRETE PAVEMENT/SIDEWALK — INSTALL IAW DETAIL H/CP-520. 25 PARKING SPACES - STRIPE WITH 4" SINGLE WHITE SOLID LINE NEW TRAFFIC SIGN - INSTALL IAW DETAIL D,E,F,I/CP-521. x CHAIN LINK FENCE ci CONTRACTION JOINT - INSTALL IAW DETAIL G/CP-520. TEEJ THICKENED EDGE EXPANSION JOINT- INSTALL IAW DETAIL G/CP-520. EJ EXPANSION JOINT - INSTALL IAW DETAIL G/CP-520. R REINFORCED SLAB - INSTALL IAW DETAIL G/CP-520. TE THICKENED EDGE - INSTALL IAW DETAIL G/CP-520. SiORETENTION BASIN - INSTALL IAW DETAIL A/CP-531. LIMITS OF DISTURBANCE — - - — PROJECT LIMITS LEED LIMITS KEYNOTES: Q 1. INSTALL NEW BOLLARDS IAW DETAIL J/CP-521. 2. INSTALL MANUAL SWING GATE IAW DETAIL A/CP-522 THAT IS LOCKABLE IN THE OPEN AND CLOSED POSITION AND MEETS THE MINIMUM CRASH CERTIFICATION OF K1.1/L3 TO PROVIDE A CONTROLLED PERIMETER. PAINT WITH RUST INHIBITING PAINT AND FURNISH WITH 4" WIDE REFLECTIVE TAPE SPACED EVERY 20". 3. INSTALL NO POV ALLOWED SIGN IAW DETAIL I/CP-5211. Approved Storrnwater Permit Documents Construction in accordance with these documentsis required by the storrnwater permit. North Carolina rules require that the stormwater system designer inspect during construction; certify, conformity with the plans and specs; and certify compliance with the stormwater ruses. (15A NCAC 2H .1008(j)) by 177 NC Division of Water Qua ft sheet # GS /O!f Revision Date 3•.74• Z0155 HORIZONTAL SCALE 30 0 15 30 so 120 ( IN FEET ) I inch = 30 ft. US Army Corps of Engineers WILMINGTON DISTRICT 0 0 o zo 2N a $ Ox r4 v ~O O a V Z� r7 CL o� N 8 t� J En3 m En O °0 z 0U) W Lu Z C t Q LuQp 30 70 JS NZNZ p¢ oa Na LLm o1¢ W Uj 53 W U L--k s LL Q 20 0 1] .. l p U) Z O Z 0 z- 0 8 � Q J • U X W J EL 0 0 0 a J CD v 06 zi a a H o Z C7 CJ a a LL U U) IL 0 rn PLATE REFERENCE NUMBER CS-104 SHFFT 12 OF 45 RECTED FINAL/ISSUED FOR CONSTRUCTION - 24 MAR 14 1 3 2 5 L 0 12' 12' 12' 3 , I i 3\\\\\\\\ / v/.y\v v I I /y/ V\'' \, \/\X / \ / \ � � PROVIDE TEES OR BENDS TO 1 1 1 4" PERFORATED HDPE PIPE CONNECT TO CATCH I1(I TVP. TrP. (NOT SHOWN IN PLAN FOR BASIN/CONTROL STRUCTURE FILTER FABRIC I O I CLARITY) 1----J SOD IN INFILTRATION BASINS NOTE: E INSTALL SOD IAW LANDSCAPE i 63 DRAWINGS. SOD SHALL BE CYNODON SECTION DACTYLON/BERMUDA GRASS AND SHALL NOT BE GROWN IN CLAY SOILS. 6' MIN. TOP ELEV = 237.5 SPILLWAY IE = 236.25 1% POND 3 0.5% T/ = 9'�7 W 100 YR. STORAGE ELEV. = 236.6' 10 YR. STORAGE ELEV. = 235.5' \\ 4 2 YR. STORAGE ELEV. = 234.4' 1 YR. STORAGE ELEV. = 234.0' \/\ EISA ELEV. = 233.0' 10 \ 1 b_�L F02EBAY 10' VEGETATED_,--'�1 SHELF RIP RAP POND OUTLET CONTROL STRUCTURE TOP ELEV.=23 W TEMP. POOL ELEV.=233.5' IE=232.0' 3 10 x IE=228.0' \ WET POND DETAIL N.T.S. NCDOT CLASS B RIP RAP S EXISTING GRADE TOP OF POND RECESSED PVC C.O. PLUG 3" BELOW GRADE 1% MINIMUM SLOPE CAST IRON CLEANOUT FRAME & COVER NOT USED NOT TO SCALE 6' RECESSED PVC C.O. PLUG CAST IRON CLEANOUT MIN. 3" BELOW GRADE FRAME & COVER TOP ELEV. = 237.5' FINISH GRADE 3 SPILLWAY IE = 236.25' , 1\\ 1\\.\�i,�//.///.�/.�/,�/, / CONCRETE \\ \\ \\ \\ \\ \\ COLLAR /\//\//\//\//\//\�1 #4 EACH SIDE \\\\\\\\\\\\\\\\\\\\\\ 1% MINIMUM. SLOPE // // // \\ \\ \\ \\ \\ \\ \\ \\ \ 6" OR 8" PVC SWEEP // // // // // // // // // OR 2 45' BENDS ROOF DRAIN CLEANOUT IN LANDSCAPED AREA 36" RCP (SEE PLANS) / IE=220.7.3 E DOWNSPOUT BOOT DETAIL NOT TO SCALE 4" PVC TEE C FOOTING US Army Corps of Engineers WILMINGTON DISTRICT GRATE ALUMINUM EXPANDED METAL GRATE CAPABLE OF SUPPORTING 150 LBS/SF ATTACHED WITH EXPANSION ANCHORS. 4' 8" GR' T� 15" WIDE X 30" HIGH WEIR IE 233.5' 4" PVC TEE GRATE I I L---------- L ELEVATION 236.0 4" PVC SCREW 6-4 YPE PLUG II I " PVC TEE II I.E.=232.0 ° (n • STUBBED INTO BOX REINFORCED #4 0 8" B.W. CONCRETE WALLS & WALLS & FLOORS FLOOR SECTION ►UTLET CONTROL STRUCTURE NOT TO SCALE DOWNSPOUT HDPE OR V WYE (SEE ARCHITECTURAL DRAWINGS FOR DIMENSIONS) W (9 RECTANGULAR DOWNSPOUT SHOE p a z (MATCH DOWNSPOUT DIMENSIONS) 9 0 Q �p roved Stormwater PermitDocumenffi in these document Is 4 U FINISHED GR PAll�hew¢tion accordance with required by the stDrmwater permit.. North Carolina r _ 0 rules require that the storrnwater system designer m d' inspect during construction: certify conf ffnky with the rn plans and specs; and certify compliance with the \\.� SA NCAC 2H (j)) Z U . � •\\ i\\ /\ /� stormwater rules. (I .11M8 LL J Pe by NC DNlabn of Watr Qualify m Q —HDPE OR PVC ENLARGER sheet # CG S3/ Revision Dare 3• L�f •Zai J j U � J U. 6" HDPE OR PVC PIPE 0 0.5% MIN SLOPE U P C HDPE OR PVC ROOF DRAIN 0 0.5% MIN SLOPE (SEE PLANS FOR SIZE) I I RECTED FINAL/ISSUED FOR CONSTRUCTION - 24 MAR 14 C C C F, C7 ri ►, I 2 I 3 I 4 I 5 C I I � I 2p ' I }, z �D/P F. J"2AIGIA , VIA; F10 a U 2'.6 3 1 SU 1,' 209 r+8 JB 2 NABLE TC f` F ,AqU PIPE INVERTS 36" R ,6 - HC I - - ro r� / I r OUT 1' r / I INV. 203.91 tl PLAV VIEW — AREA 4A 0 ` UP x J� I r I I I ! r— Ham.► vw► I CB A9 x ??? CB A10 / CB CB RCP 15" RCP JiIL I! �E{ w W UT UT UT —r_1 UT UT — UT UT - Iaa�-I I� I�-1 I� Iaf•-I 1- PLAY VIEW - AREA Q J 1 z1*100 1 01 GENERAL NOTES: 1. UNDERGROUND UTILITIES SHOWN ARE APPROXIMATE. CONTRACTOR SHALL FIELD VERIFY EXISTING UTILITIES. 2. ALL CONTRACTORS/SUBCONTRACTORS/PERSONS THAT WILL BE ENGAGED IN LAND DISTURBING ACTIVITIES SHALL COMPLY WITH ALL EROSION CONTROL AND STORMWATER POLLUTION PREVENTION REQUIREMENTS CONTAINED THROUGHOUT THE EROSION CONTROL DRAWINGS, SPECIFICATIONS AND PERMITS. 3. SEE SHEET C-001 FOR CIVIL NOTES AND ABBREVIATIONS. 4. SEE SHEET C-002 FOR SITE LOCATION MAP AND CONTRACTOR HAUL ROUTES. CIVIL LEGEND — GRADING AND DRAINAGE c6 CATCH BASIN — INSTALL IAW DETAIL E/CG-530. cs CONTROL STRUCTURE — INSTALL IAW DETAIL D/CG-531. JB JUNCTION BOX — INSTALL IAW D/CG-530. _- STORM DRAINAGE PIPE — INSTALL IAW DETAIL C/CG-530. FLARED END SECTION — INSTALL IAW DETAIL A/CG-530. x NEW FINISHED GRADE SPOT ELEVATION tt NEW FINISHED GRADE CONTOUR x 14.00 EXISTING SPOT -'y---- EXISTING CONTOUR -ts--- CONTOURS BY OTHERS ► DRAINAGE FLOW ARROW DRAINAGE FLOW/SLOPE ARROW PERMANENT RIP RAP APRON ® SEGMENTAL BLOCK RETAINING WALL - INSTALL IAW DETAIL B/CP-522. —RD— ROOF DRAINAGE PIPE (8.0 IF NOT LABELED IN PLAN) CO ROOF DRAINAGE CLEANOUT - INSTALL IAW DETAIL E/CG-531 LIMITS OF DISTURBANCE — - - �- PROJECT LIMITS --- LEED LIMITS GRADING NOTES: 1. ALL SPOTS GIVEN ARE TO BOTTOM OF CURB OR TOP OF ASPHALT. 2. GENERAL CONTRACTOR SHALL COORDINATE ALL SITE UTILITIES AND STORM DRAINAGE INSTALLATION SCHEDULES TO AVOID POTENTIAL UTILITY CONFLICTS. 3. ADJUST TOPS OF EXISTING UTILITY STRUCTURES TO FINISH GRADE. 4. STORM DRAINAGE PIPING SHALL ENTER ON THE SIDES OF DRAINAGE STRUCTURES (WHERE POSSIBLE). DRAINAGE PIPING SHALL NOT ENTER ON THE CORNER OF STRUCTURES. 5. MAXIMUM LONGITUDINAL SLOPE OF SIDEWALK SHALL BE 4.9%. MAXIMUM CROSS SLOPE OF SIDEWALK SHALL BE 2X KEYNOTES: O 1. OPEN CUT ROADWAY FOR CULVERT INSTALLATION. kpproved Stormwater Permit Documents :unslnwhoa in accordance with these documents is ,equaed by the stomw+ater Psrmd. North Caroona rums require that this stomrv+ateir system desWw Inspect dursq construction; certN conformity with the puns and Weis; and certify comphanos with the stonrtwefer rums. (15A NCAC 2H .1008 (D ))/ p �� PermltX 5"/'fOi'O Dale_ NC D~ of Wamr Qea1RY i� in tL Revmlon Dated-' _46' HORIZONTAL SCALE ® ( IN FEET ) I inch = 30 ft. ORRECTED FINALASSUED US Army Corps of Engineers WILMINGTON DISTRICT W 0 U z c9 z I= W w w a a o w ri zo Om O Q < Z N qY O a onzi Z � F (003 003 c� m j)C 3 wo Y D z ~O n U¢ y �W o w IliW 2Q- ipU z() coo wUU' 111 m WD 30 DO Jx NJ pQ OQ r/)Q LLm N Z w U wF- ILL P/1 0a �n;n a o Z z 00 z $ U ? O z � f - Q�g ai o9g � c7 � m It ad w 7 to ¢ Z z p O p Ir Q + FQ U ~ F ro �O Z LL i1 a. w Q Z LL J rL LL U Q °6 0 z Q PLATE REFERENCE NUMBER CG-104 SHEET 20 OF 45 FOR CONSTRUCTION - 24 MAR 14 1 2 3 4 0 I 5 s❑ C Gi 0 w W 242 W "Al,I - 241 241 G; 240`. MATCH LINE CG-101 i' i 244 JB �+ T , T L ai Ji Bid �. 239 23 i* ==a" r238 I 236 I , I 235 a 2 f -- I I U Ft 234 �T f, 2 232231 'i ! i ` 231 I ; OUT , 2 FOREBAY Bt FOREBAY Al 228, r 'i WET POND PERM. WATER: 232.0 5� 6 `v BTTM: 228.0 \ P-5 - /I231 3 ' 32 li JB 5 JB 1LL \ Maim T IOURI I •. - _ - - ` - r� L�j - i 'am ED - I I�-1 �h v law 1 I. � I _ __ ---- _ . I •� I I � i `` \ Jti JIM Mom ----.----....----._.._. ........ - -____xi _'-1L. �a I i ______ __ ___ A _ _ I loft ..._ - _ _ I sesse / assair - - ----- .._..._ -- - -' - -- - - { - c-i� — i� r I I I •i - ! I I I I I I .' � I• -T 1-L------ _ J� PL `, \ ' '\` \` \ r i I :.Nt,�E MANHOLE , `. `, �'v v ' M- - y.i;IiJ. SUMP: 2 ��UA3�ETO MEASURE TSPI't hVER\ RAI A(JN^CERGP -FR ------- RIM: :316� , DRAINAGE fdAPl .C;L.c --.. _I r I UN,18t.F. TO R1h ASU E- $" r RIM: 215 F3 �� I I ! 'i D...AINAtE PiM: 230 47 b1.AN'�0__ -- .- �'-{ PIPE INVERTS i ; r I n I Ii I / I •i: : L SUM n�.J., -, I I I I I I I I I � U0.A-i ! E TO MEASURE 1 I ! ) I1 tf SUMP:7 i.o7' . ! �I PIPE NVERTFS, -- -'-{ E I L I) / UNAI? E 10 JIE:ASUREPIPE III - ( J , ,RA Nr l'E vl, N >..._ III _ I II 1 I 1 A� R.M: 221.62 h� N\/. IN- . :15.6 T' _ �! I / J13 3 i �, i 'I i I [ N V. U., T 21f?.17' II ! � .— ---- _ I JB ;, � � ; � I , ' �; I' 36' RCP I i I I I I I I I I � 11 I - '.� •i i i I I i f ___ li � ijo_ riri' ... __ I� —IIIi—......p�-q• IL..� _-. r'1 I I i I r I! , t I ! II V -- ---� - I L I. MANHOLE `_R S D DROP INLET -,3A1 AG' I II 9 228/9- --i-. I r-iM 644 . �_u I MP 210, 24 _.. -.. I� ,�ti f 2 q- b II 1)lpI I! ! I I I TalvpJ Iy�c3>1D.- ,ARTF ?`NASL MEASURE I _oINVERTS FF-. I j I I :PE tJI[F;TS I I I I - I I I I _ - I \n� i �- 1 I i I I ! II tl it !� j : I j / 1• ! �� — /- v I I I ! ^ !i I I I I T � I r —..._.. V mj r --- i� , GENOTES UNDERGROUND UTILITIES SHOWN ARE APPROXIMATE. CONTRACTOR SHALL FIELD VERIFY EXISTING UTILITIES. 2. ALL CONTRACTORS/SUBCONTRACTORS/PERSONS THAT WILL BE ENGAGED IN LAND DISTURBING ACTIVITIES SHALL COMPLY WITH ALL EROSION CONTROL AND STORMWATER POLLUTION PREVENTION REQUIREMENTS CONTAINED THROUGHOUT THE EROSION CONTROL DRAWINGS, SPECIFICATIONS AND PERMITS. 3. SEE SHEET C-001 FOR CIVIL NOTES AND ABBREVIATIONS. 4. SEE SHEET C-002 FOR SITE LOCATION MAP AND CONTRACTOR HAUL ROUTES. CIVIL LEGEND GRADING AND DRAINAGE cB CATCH BASIN - INSTALL IAW DETAIL E/CG-530. CS❑ - CONTROL STRUCTURE —INSTALL IAW DETAIL D/CG 531. JB JUNCTION BOX — INSTALL IAW D/CG-530. STORM DRAINAGE PIPE — INSTALL IAW DETAIL C/CG-530. M FLARED END SECTION — INSTALL IAW DETAIL A/CG-530. x� NEW FINISHED GRADE SPOT ELEVATION n NEW FINISHED GRADE CONTOUR x 14,00 EXISTING SPOT -- : --- EXISTING CONTOUR ---1 - - - CONTOURS BY OTHERS ► DRAINAGE FLOW ARROW DRAINAGE FLOW/SLOPE ARROW NN PERMANENT RIP RAP APRON ® SEGMENTAL BLOCK RETAINING WALL - INSTALL IAW DETAIL B/CP-522 —RD— ROOF DRAINAGE PIPE 8M 0 IF NOT LABELED IN PLAN CO ROOF DRAINAGE CLEANOUT - INSTALL IAW DETAIL E/CG-531 LIMITS OF DISTURBANCE — - - — PROJECT LIMITS e LEED LIMITS ®> GRADING NOTES: 1. ALL SPOTS GIVEN ARE TO BOTTOM OF CURB OR TOP OF ASPHALT. 2. GENERAL CONTRACTOR SHALL COORDINATE ALL SITE UTILITIES AND STORM DRAINAGE INSTALLATION SCHEDULES TO AVOID POTENTIAL UTILITY CONFLICTS. 3. ADJUST TOPS OF EXISTING UTILITY STRUCTURES TO FINISH GRADE. 4. STORM DRAINAGE PIPING SHALL ENTER ON THE SIDES OF DRAINAGE STRUCTURES (WHERE POSSIBLE). DRAINAGE PIPING SHALL NOT ENTER ON THE CORNER OF STRUCTURES. 5. MAXIMUM LONGITUDINAL SLOPE OF SIDEWALK SHALL BE 4.9%. MAXIMUM CROSS SLOPE OF SIDEWALK SHALL BE 2%. KEYNOTES: O 1. OPEN CUT ROADWAY FOR CULVERT INSTALLATION. Approved Stormwater Permit Documents Constriction in accordance with these documents is required by the stormwater permit. North Carolina rules require that the stormwater system designer inspect during construction: certify conformity with the plans and specs; and certify compliance with the stomrerater rubs. (15A NCAC 2H .1008 (j) ) Permit # 5U ep III g2 50O Date • zv/ y- by NC OMBIon of Water l' Uft Sheet # i/> /OS Revislon Date —' &/5t HORIZONTAL SCALE 30 0 15 30 60 ( IN FEET ) I inch = 30 ft. 120 US Army Corps of Engineers WILMINGTON DISTRICT 0 Zo "8 LLI O ~ a N Ox Z9 U OP zit O a UN (7 oN N3 c53 r cai J �3 to cr,o U¢ Z Oco m m o as w w Qz m o 55 W� �io 7a 1' J= rn N oa a LLm U) Z LLI Z L s Ifl WLL �U o F 0 O Z O Z O O z 9 U ? O Q -� � =i 7 F M X W 0- Q 00 Z Z 0 O d Q U W F- m O Z_ Z LL Q afj m _j LL Z ILL PLATE REFERENCE NUMBER CG-103 SHEET 19OF45 RRECTED FINAL/ISSUED FOR CONSTRUCTION - 24 MAR 14 1 ,rA R1 4 19 P . .. .. .. .......... ....... ..... . . .. .............................................. .................. - ------- - ------ - I ------- --------- -- ------ - _ - - -------------------- .................................. - - - - - - - --- - - -- - - - ----- ------ ------------ - - - ----- UT UT T I U UT UT - - - - I; F -- - - - UT ;;I UT UT L) -- - - - UT LIT UT - - - U -6- LIT ---------- . ....... T T U -E. ................................. . . . .................................... �_- - - - ---------- - ------------------------------- -- --------- - - - 2, 6 t T . ............ ............. - ------- -- - -------- ------------- - I --- --- 248 24 19 . ............ .. ................ .. . ... . ....... _77�77:_ ........... -- --------- - -- ------------ - --- - ----- ------ - - -- - --------- - S - ----------- :- 9 _Ss� S- _--, . . . . . . . . . SSS_ SS� I- -------- -------------- ........... _�4 ------ ---- --------- ---- ------------------ -- ---------- - ------------ - -- - --- - ------- D __4 LD/PL I I �l �l I Memo I V LL 48 fir 250 49 250 C"I ---------------- 250.83 250.83 4653 (249.30 (249.30 250 .9 < 251.. 46. 35 x1(=i Ful FURE 251.99 IN Cz ------ --i r UNREGULATEDSWALE J UNREGULATED SWALE K NREGUL/ATED SWALE L 2.14 r. P45493 248.21 248.70 249.02 1 251.22 L 5 7. 3 EO 249 24 t 2 TYP to 247 F 3 J1 C 248.01 248.59 248.73 249.32 t MM ELPEWWWWM== MMMM mi mmm impm-w-wissisin sis m C8 Ll ; 1 P 1, 1 - -..! I ; I \J 24" RCP 8" RC 1=4E 2bl.17 CBK1 It 250 1 251.1 248.19 248.68 :5t:91t. -2 2 4:111, -------- ---- ----- 52- - - - - - - - - - - - - 7�: ------- ---------- - - - - - - - -- - - - - - - - - ------------------------ - - - - - - - - - - - - kI C IFE�, -- -------------------- -------------- -L gar ----------- --------- 47 (2-4-9-.5-6) 249.6E2)-- '6 248.56 /(2_49_1_Q 249 10 r W w W W 250.19 C wv ----- - C L2 1 2. Ca E4---- 1 2,4 7 ------ CB -- - ----- ------------ 2.67 ... ... .. . .. -------- ----- ----- ---- ------ 1P -- - -- -- -------- 15" RP ---- ------------ ---------- ..T ------------------------------------ 9 ---------------- ----- ------------ 249.27 ------- ------- 250.33 ------------------------------- 249.21 ----------- TP x X� 0 80 250.51 ?r1r) AR C2�4�95!��\ (2-49-.5-5-) C2 4 �95 5 T ------------ - - ------------ 249.91 9.89:7 RCO 8"0CQ 0 L 130 249 lb I n LD/PL/LL 0) C, t-F F- N 48 ? I - / / 11 1, - ;V 11 " I . mp 246 ! ; if, iI i 'N JB F2 7 CB El 248 B F1 245 E C4 j RC,O ------ C8 JB CB CB UNREGULATED SWALE F NV24 .=15.05_11 15" RCP 18" RCP s 18" RCPifUNREGULATED SWALE E B 2 80 Oi 3 L 7 M 1-0--RCO It 246 0 Co 10"o 247 1 RD r ------ T- RD Rq ROO RD RD It 2a s NV.-246.24 OD eo 171�4=6.95 8"0 RCID ;s "S'l Its, 2447/ Is CID M 00 0wo Co I 1 001 103 00 00 00 Co F 00 00 (2_46_.95� w F /100 246.9 r 1711111111111111111111f111,11 70 1,01 Of C"I LO C) I �Ut a IF NEW BUILDING 2 (X6546)-- I U RE k CBF3/ Is"Z 1, 1 FFE: 247.45 1NV.=24_5.'SG LLJ z CB 2" CPP 7- .40 40 47.40 247. 247.. 47.40 II ort 0 0737- 0 0 FOUND W z Co Co 00 w 00 00 00 \i:3 , " S S S I S S a S S 246. 5 241 0 - 00 =0D 00 8"0 CO RCO NV. NO 0 8"o 10"o RCO F CO 0 RD R RD RD RD RD RCO N LD/PLAL IV Its A [5.44 247.11 1 � 4 0 ZAP1 247.48 250.49 "1, i7250.85Y 41 it Y) 246.97 CB A4 246.37 B A5 CB A6 2-7 Ct�48 CB A7 CB m N1 =Ise m m M-M IsCBN m m m MILM M3g]M3l3K3K3ff]M3E3K3ltIMM 18" RCP ------ "18" RCP�?� RCP 24" RCP 5 R CP .04 RCP _rf'�" RCP 01IN 2 .4 (TH Q iPIV 000 0 000 0 c) 000 246.80 246.50 V wV wwV W W -UT ID UT UT LIT UT UT T UT - UT UT UT UT �N =L�_,� Mellon Imo. Nesses I I immis I innismin sommenewennewinewil 1 11 1 1 11 I fit GENERAL NOTES: 1. UNDERGROUND UTILITIES SHOWN ARE APPROXIMATE. CONTRACTOR SHALL FIELD VERIFY EXISTING UTILITIES. 2. ALL CONTRACTORS/SUBCONTRACTORS/PERSONS THAT WILL BE ENGAGED IN LAND DISTURBING ACTIVITIES SHALL COMPLY WITH ALL EROSION CONTROL AND STORMWAIER POLLUTION PREVENTION REQUIREMENTS CONTAINED THROUGHOUT THE EROSION CONTROL DRAWINGS, SPECIFICATIONS AND PERMITS. 3. SEE SHEET C-001 FOR CIVIL NOTES AND ABBREVIATIONS. 4. SEE SHEET C-002 FOR SITE LOCATION MAP AND CONTRACTOR HAUL ROUTES. CIVIL LEGEND GRADING AND DRAINAGE ce CATCH BASIN - INSTALL IAW DETAIL E/CG-530. cs CONTROL STRUCTURE - INSTALL IAW DETAIL D/CG-531. Js JUNCTION BOX - INSTALL IAW D/CG-530. STORM DRAINAGE PIPE INSTALL IAW DETAIL C/CG-530. FLARED END SECTION INSTALL IAW DETAIL A/CG-530. x NEW FINISHED GRADE SPOT ELEVATION tt NEW FINISHED GRADE CONTOUR X 14.00 EXISTING SPOT EXISTING CONTOUR - - - 19- - - CONTOURS BY OTHERS ► DRAINAGE FLOW ARROW 3:1 DRAINAGE FLOW/SLOPE ARROW 00 PERMANENT RIP RAP APRON ® SEGMENTAL BLOCK RETAINING WALL - INSTALL IAW DETAIL B/CP-522. -RD- ROOF DRAINAGE PIPE (8.0 IF NOT LABELED IN PLAN) RCO ROOF DRAINAGE CLEANIOUT - INSTALL IAW DETAIL E/CG-531 LIMITS OF DISTURBANCE PROJECT LIMITS LEED LIMITS GRADING NOTES: 1. ALL SPOTS GIVEN ARE TO BOTTOM OF CURB OR TOP OF ASPHALT. 2. GENERAL CONTRACTOR SHALL COORDINATE ALL SITE UTILITIES AND STORM DRAINAGE INSTALLATION SCHEDULES TO AVOID POTENTIAL UTILITY CONFLICTS. 3. ADJUST TOPS OF EXISTING UTILITY STRUCTURES TO FINISH GRADE. 4. STORM DRAINAGE PIPING SHALL ENTER ON THE SIDES OF DRAINAGE STRUCTURES (WERE POSSIBLE). DRAINAGE PIPING SHALL NOT ENTER ON THE CORNER OF STRUCTURES. 5. MAXIMUM LONGITUDINAL SLOPE OF SIDEWALK SHALL BE 4.9%. MAXIMUM CROSS SLOPE OF SIDEWALK SHALL BE 2%. KEYNOTES: 0 1. INSTALL NEW SIDEWALK. CONTRACTOR SHALL GRADE AREA ACCORDINGLY TO PROVIDE POSITIVE DRAINAGE TO EXISTING DITCH. 2. SEE PLUMBING PLANS FOR CONTINUATION. 3. PROVIDE FLATTENED CURB (CURB CUT) TO ALLOW DRAINAGE TO PASS. US Army Corps of Engineers WILMINGTON DISTRICT 0- Zo 6 0 W a N z 0 0 a 9 0 8 L) P Fz 0 0 0. n � zV Fw aN coo � 00 z 0 z 0 IIoLL z S20 w Z () 70 w a NZ 0 LU z 1-- 0 5 < 1.- 0 LU 9 aLL 0 U) 0- 0z 0 z w 0 Z_ 9 L) 0 1-- Q 0 Z Rig, CV C 0 Z.- < Z 0 0 w Approved Storrinwater Permit DocumentsC M < Construction in accordance with thesis dowfr4r4S 16 (1) 0 z required by the sionirwater permit. North Carolina the system de$Ww (x Z 9 rules require that stormwater Inspect during construction: certify owbTrAY with the plans and certify compliance withths LL C) ,(1 5A NCAC 2H. 1008 (j)) ¢ 06 pa"51710 5W lqC4,01 Date _4�- ZO '11- 0 by 7 NC Division of 0101111Y V ILL z Sheet 2- Revision Date .3-2=f-'20/`F 0ILL HORTZONTAL SCALE ( IN FEET ) I inch = 30 ft. PLATE REFERENCE NUMBER CG-102 SHEET 18 OF 45 CORRECTED FINAL/ISSUED FOR CONSTRUCTION - 24 MAR 14 1 2 3 4 5 v i_ _ _ r monow U [''IJ �✓YrT(iS)X '� ``w �1 PL . GENERAL NOTES: .70 T-�240.00 241.30 _ 1. UNDERGROUND UTILITIES SHOWN ARE APPROXIMATE. ^iT - �'-S sirs ,r. -.'_ ._ .�_-- - - - _ ---_, __. - _ __- ! T - 'II! -- - - _ CONTRACTOR SHALL FIELD VERIFY EXISTING UTILITIES. _- - �' -_ ,7-Y �U'� T _ ...IUT '`. l.T ie s. ,YD ' _.-.. ---'-' - - a, .. ........ L.-. -. / -_-'-- _ _ .-......: _.-.: _- _ _ - -- __ _ __ _. _. 2. ALL CONTRACTORS/SUBCONTRACTORS/PERSONS THAT WILL BE r / _.-.. �a- rn Fp u _ - 5 - . Ae. z . /.: -- --::. =. M y __ r ,- 3 _ -. ru rM =- c- FM' 241.00 2.00 _ r _ __ �__ _._._L-_ FT - ENGAGED IN LAND DISTURBING ACTIVITIES SHALL COMPLY WITH - - ---.. - - - - - - f / _ y - ' - - --- - - - -- --- --- - ---- --'-- ---- _ - `- - - _ % \L}. s"ex> ALL EROSION CONTROL AND STORMWATER POLLUTION *, ( t tb - = _ PREVENTION REQUIREMENTS CONTAINED THROUGHOUT THE EROSION CONTROL DRAWINGS SPECIFICATIONS AND PERM( 3. SEE SHEET C-001 FOR CIVIL NOTESANDABBREVIATIONS. 224.05 223.95 - D _- `� ��' , -- �DfP[ 4. SEE SHEET C-002 FOR SITE LOCATION MAP AND CONTRACTOR - - '1 HAUL ROUTES. 240.15T 1 I i ' , 235.256 ,-- - _ _ CIVIL LEGEND - GRADING AND DRAINAGE �� ,- 239 T ! i - 242 43 244 45 246 2 248 240 239.64 240.19T- - -J3 - - 242.53 - _-- F c �6 244.87 CB CATCH BASIN - INSTALL IAW DETAIL E/CG-530. 0 244.50 246.53 c ~ 5 0 I CONTROL STRUCTURE - INSTALL IAW DETAIL D/CG-531. _ s-___._ -- ; / �e JUNCTION BOX - INSTALL IAW D/ - . " + 5Z ---24B ---- -------- I' �\ �..rl , !- + 246.35 - - - - ' ! CG 530 5555 I 245.93 r , r t y , - 3 N 239.25T iI STORM DRAINAGE PIPE INSTALL IAW DETAIL G 530. r + + , ,'"--..---z.r.7..IITj' I 245 7 X r\ `ri , DRA C/C 1 ' ' N vb 234.40B ,' >'� s;; I �A, ¢try I - - �; '-, >z� _ FLARED END SE INSTALL IAW DETAIL / 530. CB Gt R - I uQ u z SECTION NST A CG I ;� n: i 239 �. - m J ,y'� ' \ v `' CB H1 ' . ! UNREGULATED LEI `"� X UNREGUL 'D BIORETEN110N BASING ,r; UNREGULATED'1^�A4 �},' NEW FINISHED GRADE SPOT ELEVATION 238.54 245.28 245 86 tt NEW FINISHED GRADE CONTOUR -2" ,\ d 240.94 241.42 i ! 243.28 243.76 245.10 1 245.93 239.03 ,' i .' 239 ' 1! I M - Y r X 14.00 1 + 238 ! 241 3 243 'O 244 , ` EXISTING SPOT ' 236 236 240 CB JI ---1g -- ,' CB 240.43 . 241.42 CB 243.06 243.48 B 4-5.20 245.81 e ► EXISTING CONTOUR 238.57 30" RCP 236 30" RCP r 240 " i24" RCP 24" RCP -1s--- CONTOURS BY OTHERS 2 22963 229 60 237 " _ 243 ` i r- 238 CB Il 245 1 11 245.22 245 83 -- �� 241 DRAINAGE FLOW ARROW 240.44T 9 , �M 244 - ` ; i 235.53B 238.54 240.59 241.07 i 243.28 243.63 3:1 - - 243.95 # 245 f -- ! _ DRAINAGE FLOW/SLOPEARROW f -2 PERMANENT RIP RAP APRON SS ® SEGMENTAL BLOCK RETAINING WALL - INSTALL IA - W DET AIL TAI L u - - f241.77 242 80 D - ROOF DRAINAGE PIP 8" NOT ,- 240.91 245.50 245.23 R E ( 0 DIN PLAN) -_, 245.86 246 I F LABELED r31! 241.45T ` j! 241.73 ... 242.29 Ii 245.55 245.50 89 _ _ CO ROOF DRAINAGE CLEANOUT - INSTALL IAW DETAIL E/CG-531 w w 246.o w w 247.09 LIMITS OF DISTURBANCE �� J 237 006 p1 242 43 - - - - PROJECT LIMITS '' in } 1246. q- J 246.85 LEED LIMITS CB 24' R P a ----- GRADING NOTES J f 242.16T' 2 ( 1. ALL SPOTS GIVEN ARE TO BOTTOM OF CURB OR TOP OF 238.12B 242.00 242.93 q3 243.36 247.13 2 -7-78 ? 1 248.97 ASPHALT. --- - X 2 + 243.61 243.68 AA �L X I 2 " 2. GENERAL CONTRACTOR SHALL COORDINATE ALL SITE UTILITIES 5.34 AND STORM DRAINAGE INSTALLATION SCHEDULES TO AVOID POTENTIAL UTILITY CONFLICTS. OS 8.90T 241.70 7 4 ° - 247.55 248.12 249.40 249.E ' 243.50 j 243.50 ` Q -- -- 24 . 249•s 3. ADJUST TOPS OF EXISTING UTILITY STRUCTURES TO FINISH J ' I 38.90B; 243.70 - -! RCo 6"e GRADE. , , 242.11 / - li 'I ` i i 243 ... ; 8•m 247 24$ ' 242 - u 241 ', '+� 4. STORM DRAINAGE PIPING SHALL ENTER ON THE SIDES OF j _ 239 240 ° I o - - 244 JB D3 DRAINAGE STRUCTURES (WHERE POSSIBLE). DRAINAGE PIPING UNREGULATED 8 RETENnoN BASIN c A` ' ' i' SHALL NOT ENTER ON THE CORNER OF STRUCTURES. 243 ( ! 5. MAXIMUM LONGITUDINAL SLOPE OF SIDEWALK SHALL BE 4.9%. 240.35 G CB C1 ;, ro 24 CB D2 247 ! I - '+ 8„0 ;i + G` °,I MAXIMUM CROSS SLOPE OF SIDEWALK SHALL BE 2%. , -1 1 I ; I Rco ' 240.45 24" RCP + 1 - 239 i CB JB CB 24" RCP "18" RCP __ 18 RCI O 4. I 1 B t 238 o CB C2 m , CB D1 at 8"� 6'o ;�� 242 KEYNOTES 240 i i o "r - 'eta. - r l 41.31 241.88 241 �, �� 243 RCO 10"0 242 �•`) G r !' G ROO 8 I 10"0 ti ; ,I RD RD; 243.81 RD 244.8 1. INSTALL NEW SIDEWALK. CONTRACTOR SHALL GRADE AREA 243.86 „ ACCORDINGLY TO PROVIDE POSITIVE DRAINAGE TO EXISTING DITCH. 241.66 - 241. 9 e s e e s s iv s s o `8"0 {! { 8"0 RCQ s s ', a I s a ao s < 00 2�3..`ao 0o ao 00 m o0 3.50 eo ro m ao 0o `oo' 243.5 ao z3o.3o 230 20 �,° 243.50 2. SEE PLUMBING PLANS FOR CONTINUATION. 3, f M 2 3. PROVIDE FLATTENED CURB (CURB CUT) TO ALLOW TYPE.! 1 n DRAINAGE TO PASS. m % NEW BUILDING 1 (X6146) w 4. INSTALL NEW SIDEWALK. CONTRACTOR SHALL MEET THE zl t0:1 J I i; ,�. FE: -- GRADES OF THE NEW DAWN DRIVE PROJECT_ P� I (/A' ' ` ', , I' i� C 3-0 r t I I � t _ ` I i I � •� CB O_ it 6:1 , i t ¢1- , i C r` z N r, I .,' .95 F r1 / 243. 3.95 243. o 0 2 CN • .sa: : .. , . '• . , r�l ' • .�• : ski. tl� � :.. :. .. :. RCO;,o. cy N CS s JOE cvi I V! A I 243.00 @. , 243.40 :I 243.48 245.44 u1 :J O \ N O CB A3B 243.42 CB A 1 1 243.41 m 1 'CBI A3 243.32 i i' �. off- -;-- 15" RCP x tI X 18" RCP I: ! OMI 3:1 m O ,2A CB CB , M- 30" RCP 227 �20 227.10 ` M 242.22 ' 242.95 243.57 243.21 I 3.1 m 0 243.47 ( i 243.00 ' r 243.44 I i I` �' '' '' N \' ` �� ` 00000000`06 000 / j Ci4 3� VJ �w 242 . `I r� w �JB�yA2 G I. 241,i 241 G I G G ' l ZU MATCH LINE CG-103 -�� i 244 JB T ` � I 1 I Approved Stormwater Permit Documents Construction in accordance with these required by the stormwater permit North documents is rules require that the stormwater system des- . Inspect during construction; certify conformity;ft the plans and specs; and certify compliance with the stomtwater rules (15A NCAC 2H .1008 (j Permit # Sk/4""'0 29 Dater .8. � by�*U NC DiWsiorn of Water Sheet # lip-/ R�� Date •Z jr� HORIZONTAL SCALE 30 0 15 30 60 ( IN FEET ) 1 inch = 30 ft. US Army Corps of Engineers WILMINGTON DISTRICT a 0 < Z' Zq v o H oX For y n 0 OJ Wg UN rN W d w m U)3 NO yp Z Oo m o¢ m p as w w di27 o 2 Z po Z U W O in 0 Z OQ WQ bQ JS N L In 0) a W ? H Z Lr. LL 0oF- Z ir z 8 o z o � Z 13 -� Q - w a 0 Q 0 z 0 o& � Q g d Q U = 0° 0 Z 0 9 J m LL W (7 Z_ Q Z C7 120 PLATE It REFERENCE NUMBER CG-101 SHEET170F45 , RECTED FINAL/ISSUED FOR CONSTRUCTION - 24 MAR 14 G 1 2 3 El 5 C C 0 I MATCH LINE CS-101 Jg �t� � � � � � ttttttttttttttttttttttttt� � � t� � � � � � � � � ttttttttttt� t� t� t� t� t� ttttttttttttttt� � t� ttttttttttttttttttttts� t� � !_ IIIIIII INS ttttttttstr� � � t� � � sssssssssss� M INS � � t� ' ( ® NEW FOREBAY / \ NEW FOREBAY I I I / � I I NEW WET POND I J i I � i I I I LL own now REM am LD r � I Ism Irmo f low I I now low --- Move flassis lama man s1f-r- -- Ronman I I JB I - — -_ - �a pL NUNN! jTJ-- \essis �I j j ki I� I — -- ! r -- �_.-_ _ -- ' i I_AY �' ! � I `��=_j / I - i --- I i it y- _--- _ ZI -- rr 1 .._ � I _ wow I ► Al �i t rAuON HGA�14l,',tPlr S - I h . _ 7.- f I j __ I I f cl i3% r� i - I 1P I - 1 I� iil -- I _ .. r 1611 II i -- GENERAL NOTES: 1. UNDERGROUND UTILITIES SHOWN ARE APPROXIMATE. CONTRACTOR SHALL FIELD VERIFY EXISTING UTILITIES. 2. ALL CONTRACTORS/SUBCONTRACTORS/PERSONS THAT WILL BE ENGAGED IN LAND DISTURBING ACTIVITIES SHALL COMPLY WITH ALL EROSION CONTROL AND STORMWATER POLLUTION PREVENTION REQUIREMENTS CONTAINED THROUGHOUT THE EROSION CONTROL DRAWINGS, SPECIFICATIONS AND PERMITS. 3. SEE SHEET C-001 FOR CIVIL NOTES AND ABBREVIATIONS. 4. SEE SHEET C-002 FOR SITE LOCATION MAP AND CONTRACTOR HAUL ROUTES. CIVIL LEGEND - SITE HEAVY DUTY ASPHALT PAVEMENT - INSTALL IAW DETAIL / ' A/CP-520. + + HEAVY DUTY CONCRETE PAVEMENT - INSTALL IAW DETAIL B/CP-520. CONCRETE PAVEMENT/SIDEWALK - INSTALL IAW DETAIL H/CP-520. 25 PARKING SPACES - STRIPE WITH 4" SINGLE WHITE SOLID LINE NEW TRAFFIC SIGN - INSTALL IAW DETAIL D,E,F,I/CP-521. x CHAIN LINK FENCE —�� CONTRACTION JOINT - INSTALL IAW DETAIL G/CP-520. TEEJ THICKENED EDGE EXPANSION JOINT- INSTALL IAW DETAIL G/CP-520. EJ EXPANSION JOINT INSTALL IAW DETAIL G/CP-520. R REINFORCED SLAB - INSTALL IAW DETAIL G/CP-520. TE THICKENED EDGE - INSTALL IAW DETAIL G/CP-520. BIORETENTION BASIN - INSTALL IAW DETAIL A/CP-531. LIMITS OF DISTURBANCE' — - PROJECT LIMITS LEED LIMITS Approved Stormwater Permit Documents Construction in accordance with these documents is required by the stormwater permit. North Carolina rules require that the stormwater system designer Inspect during rwnstructron,, certify conformity with the plans and specs: and certify Compliance with the stormwater rules. (15A NCAC 2H .1008(j)) Pe # SWIo/s�o414) Date -8"&/ by _� _oa NC Division of Water Quality Sheet # CS /e 4 Revision Date HORIZONTAL SCALE ( IN FEET ) 1 inch = 30 ft. US Army Corps of Engineers WILMINGTON DISTRICT S 0-g .6 co, w ZX O� p $ Ox r❑ y F di UN z� (� H J� ZV F ❑N m3 H J Q� m wO Ua Z ou O� m m 0ul as ❑ lu ui o m ❑ �' 2W$W� ZZ WpQ Q NQpp LLm pp ONQ LU 111LU Z N �y w � �NJ}1� rn Z O IX z p z 8 U Z Offi z �a J_ w 3:.9-� W J a 2 O Q Z U ? M Z � O L a = z m p Z r, a LL LU LL H J In U) U LL O C PLATE REFERENCE NUMBER CS-103 SHEET II OF45 RECITED FINAL/ISSUED FOR CONSTRUCTION - 24 MAR 14 1 I 2 1 3 2 5 7 C F3 0 1990168.15 =I �t I � - .--...... .-. - - -:. - - . .-._-...-... - -- --- - ---- - - - - --- -------- -- -- - ----- -- -.-.-.-. _.-._.-.-.. -1 -- - -- _ - .. ...-.- _ . - -- --- ---------- - - - - - ' - - --- - - II _ - _ - -- - - - 1 ��J - ---- J -- I - LD/PL � TYP. LL / / / / /VT // /-,,, �zd,- / :, �' /� / t / UNREGULATED SWAL iEs UNREGULATED SWA E /, / UNREGULATED SWALE / o a / CB / /' , ¢ /' % 2 ,•�� /' /' / , _ �s �o�o,E od D b , �• FUTURE + 'Qj + + + �O N + + + + + 4 + + � , / � / / / , , / / , , � + + + + NEW FACILITY �O / Q / ' / / %' % / /% °o ' / ' !/ ' / /' ' '' + + + DUMPSTER LSIGN / / / / / / �� / / / / , / / , PAD/& + + + + + + + - 9, -g� / , /�i 16 / / , / / / / , / , / // / + + + + i� / ENCLOSURE tq + �+ + + + + + +�s + + MOTORCYCLE cs cB MOTORCYCLE /// i,' /// ,' /�/',' %�/',' %�/'," /,',' %�, ,�/`/',' % ,' + + + + t� + + A" }} + + + + + + PARKING c PARKING N S 6 // i + + N O'00'00'W + + + + + / T� NEW BIKE '° �. RACKS / + R'xDfLvvV / T T I a D82' STANDOFF/UNOBSTRUCTESPACE LD PL L�L 1 \"- T n FU:UnE P,SSN"Y1ED 82' STANDOFF UNREGIJLATED SWALE 'ItI ( ❑ UNREGULATED SWALE / \ c; ROD j of • CB / tO JB RCO 'to RCO • I o IJ r 0i 5' W z 7 U Q 11 N:483114.53 E:1989589.05 F NEW BUILDING 2 (X5546) O 0 0 0 • CO RCOO RCO CB CB 82' STANDOFF/UNOBSTRUCTED SPACE 900OQ0-00gnn + + + + + LD PL tl_ I SIMON! 1 ■ TyP N: 483114.46 :1990055.59 NCO 'ti CO ' l` CB \ CB FIRE ACCESS ROAD FUTURE LD/PL/LL LL LD ►snoss I Inasse I Ianion I IIssise I Ianise I Iassis I IM=- l i tl• Iassons l I - l Iossess Ississoloss GENERAL NOTES: 1. UNDERGROUND UTILITIES SHOWN ARE APPROXIMATE. CONTRACTOR SHALL FIELD VERIFY EXISTING UTILITIES. 2. ALL CONTRACTORS/SUBCONTRACTORS/PERSONS THAT WILL BE ENGAGED IN LAND DISTURBING ACTIVIIES SHALL COMPLY WITH ALL EROSION CONTROL AND STORMWATER POLLUTION PREVENTION REQUIREMENTS CONTAINED THROUGHOUT THE EROSION CONTROL DRAWINGS, SPECIFICATIONS AND PERMITS. 3. SEE SHEET C-001 FOR CIVIL NOTES AND ABBREVIATIONS. 4. SEE SHEET C-002 FOR SITE LOCATION MAP AND CONTRACTOR HAUL ROUTES. CIVIL LEGEND - SITE HEAVY DUTY ASPHALT PAVEMENT - INSTALL IAW DETAIL A/CP-520. + + HEAVY DUTY CONCRETE PAVEMENT - INSTALL IAW DETAIL B/CP-520. CONCRETE PAVEMENT/SIDEWALK - INSTALL IAW DETAIL H/CP-520. 25 PARKING SPACES - STRIPE WITH 4" SINGLE WHITE SOLID LINE NEW TRAFFIC SIGN -INSTALL IAW DETAIL D,E,F.I/CP-521. x CHAIN LINK FENCE CJ- CONTRACTION JOINT - INSTALL IAW DETAIL G/CP-520. TEEJ THICKENED EDGE EXPANSION JOINT- INSTALL IAW DETAIL G/CP-520. EJ EXPANSION JOINT - INSTALL IAW DETAIL G/CP-520. R REINFORCED SLAB - INSTALL IAW DETAIL G/CP-520. TE THICKENED EDGE - INSTALL IAW DETAIL G/CP-520. BIORETENTION BASIN - INSTALL IAW DETAIL A/CP-531. -- LIMITS OF DISTURBANCE - - - - PROJECT LIMITS LEED LIMITS KEYNOTES: 0 1. INSTALL NEW BOLLARDS IAW DETAIL J/CP-521. 2. INSTALL NEW WHEEL STOP IAW DETAIL C/CP-520. 3. INSTALL NEW SEGMENTAL RETAINING WALL (SEE C300 SERIES FOR DEPTH INFORMATION). 4. INSTALL NEW GUARD RAIL IAW DETAIL K/CP-521. 5. REFER STRUCTURAL PLANS FOR STRUCTURAL SLAB. 6. INSTALL NEW MOTORCYCLE PARKING SIGNS IAW DETAIL D/CP-521. 7. INSTALL NEW CURB AND GUTTER IAW DETAIL F/CP-520. Approved Stormwater Permit Documents ConsUuction In accordance with these documents is hwater permit. North CarolinareusWteasttothmstormwater system designer Inspect during construction; certify conformity with the plans and specs; and certify compliance with the storrtlwaterrules. (15A NCAC 2H .1008 (j) ) Permit# .Sk/61oqo Date_IL- L-_Z&1y hY � NC Division of Water Qua ft sheet # GJ /oL Revision Date .3 -Z4 • Lpiy- HORIZONTAL SCALE 30 0 15 30 60 120 ( IN FEET ) 1 inch = 30 ft. ECTED FINAL/ISSUED US Army Corps of Engineers WILMINGTON DISTRICT ♦ J a 0 < ZR Zq 0 o R OX Fo } I O a id Orz N U pp� Ip� r �N 0 U5 U J m 3 w YD E0 o 00) U¢ y Z O mcoo a¢ W W W z ¢'t� fn p0p ZUpp Co I�t CU7 NyZ Wp¢ O¢ 0))¢ rL co 0)< W J a 0Lu �s 0 0 _.I - Z d 0 FO Z 8 o F- 2 J (7� Z 6 J w : W J a 2 o ¢ Z 0 J N Z 0 O U < m 0 Z Z U a LL O W a F- J in U) U LL O to PLATE REFERENCE NUMBER CS-102 SHFFT 10 OF 45 FOR CONSTRUCTION - 24 MAR 14 J C 0 - tttitttt� 1 I rt� I a 1 2 3 4 5 ( IJE w' -)AWN DRIVE (_DY OTHERS) - � I I� 1� I E:119�41.86 PL � _ - GENERAL NOTES: + R_ + 1. UNDERGROUND UTILITIES SHOWN ARE APPROXIMATE. - R CONTRACTOR SHALLFIELD VERIFY EXISTING UTILITIES. _- - _ .+.. + L BE i _. _._ -- ..--- _ _ 2 ENGAGED IN LAND CONTRACTORS/SUBCONTRACTORS/PERSONS ACTIVITIIESRSHALL I COMPLY WITH -- 8,• ---- -- -- -----------....: -- --- --- I �[ } -- - - - - -- 1 + + i �- \ % + \ ALL EROSION CONTROL AND STORMWATER POLLUTION \\ i/LO -- --- - - \, j� 1_ + PREVENTION REQUIREMENTS CONTAINED THROUGHOUT THE u A + `\ EROSION CONTROL DRAWINGS, SPECIFICATIONS AND PERMITS. \.------ I 3. SEE SHEET C-001 FOR CIVIL NOTES AND ABBREVIATIONS. o +OI 4. SEE SHEET C-002 FOR SITE LOCATION MAP AND CONTRACTOR LD PL i 0m1-. HAUL ROUTES. 43. 4 LL 9 TYP. ++� CIVIL LEGEND - SITE + 1+ i f /" H� VY DUTY ASPHALT PAVEMENT -INSTALL IAW DETAIL 9/7 + 4 + i / ' ' A CP-520. +HEAVY DUTY CONCRETE PAVEMENT - INSTALL IAW DETAIL + +B/CP-520. + + /' , + + CONCRETE PAVEMENT/SIDEWALK - INSTALL IAW DETAIL , , / •;,'16HCP 2'/•//' 9 ''� ',�i/ ' /','��,"/�,'� ' /� ' '� / 126'/ /�,' ��/','�� /.',' /./'//90� ,' / ' 9 ++ ++ .�, / ,9 , / - / � / "� 16,'/• /' , .' � ' '� /' ,'/ / ''' ' � ' ' � ' ' / ,' 2 / � / ,�� 00' � / � / , � / , � , � � / / ,'m '" �� R� , , 25 PARKING SPACES -STRIPE WITH 4 SINGLE WHITE SOLID LINE 32 NEW TRAFFIC SIGN - INSTALL IAW DETAIL D E F I/CP-521. UNREGULATED BIO ETENTION BASIN ' '�y ,' UNREGULATED SWA E ' �� ' UNREGULATED S ALE + + o + x CHAIN LINK FENCE p /,� o / // - o 496 CB �'` CB / CBCB / / 2 v / 'f3' s a O, a / o s ,' + _. p + �� CONTRACTION JOINT -INSTALL IAW DETAIL G/CP-520. 3' 7 , + + + I _ _ TEEJ THICKENED EDGE EXPANSION JOINT- INSTALL IAW DETAIL / , ' EXPANSION JOINT - INSTALL IAW DETAIL G/CP-520. P R REINFORCED SLAB - INSTALL IAW DETAIL G CP-520. 1❑ + A(J� / // i// /'�'�' // '�' /' '9 0 /' /;i',' /',' i',' 90�0 E�� / , ,' / , ' / / ,' ' 9 Op(J S9Q00 OBE ❑ : ,' ; . i / ' / .' / , / 1, - , �� ^7 - + + + TE N THICKENED EDGE -INSTALL IAW DETAIL G CP-520. / - + + + .+ + + + + + + ++ + + + + + + + + + �, ,/� /' ,','� � /' , ;'�� ' , /�/' 'f /' � �� ', ;;' /' � ' _ � . •_ ._ BIORETENTION BASIN -INSTALL IAW DETAIL A/CP-53L f LO° 7 Lu + + + + + ++o m - - LIMITS OF DISTURBANCE TYP. in iro -� � --- -�-- o 911 PROJECT LIMITS 0 / 1 /�+ n ...+ +-+.... .+ + ,� , / , �3 O O i ��7 c0 O �� / , / +z + + + +� + � + 2 LEED LIMITS MOTORCYCLE NEW FACILITY + s + + + + + + + 9' CB io CB 9' PARKING SIGN + + + + +I + + + + • + + + + + +11417' + � + + + + 1 NEW BIKE 7 '° 5 N KEYNOTES: Q 00 0 �/ i v /' ' / TYP. R�' + + + + N90'OOr00"W + +p + + �,•�' -�� 1, / / , / , / / , / •, / ' / / RACKS y J Q + + + + + + + / a.s' MOTORCYCLE �.� + + + + + 1. INSTALL NEW BOLLARDS IAW DETAIL J/CP-521. / - 2 PARKING + + + + + 2 INSTALL NEW TYP., ; ' /' ' ' t9.1 EL STOP IAW DETAIL C P 520 3. INSTALL NEW SEGMENTAL RETAINING WALL (SEE C300 SERIES FOR DEPTH N oil Oo ROO• r �� INFORMATIv^N). 82' STANDOFF UNOBSTRUCTED SPACE / - I 4. INSTALL NEW GUARD RAIL IAW DETAIL K/CP-521. • { - - - - - _ _ 5. INSTALL YELLOW THERMOPLASTIC PAVEMENT MARKINGS. UNREGULATED BIORE NTION BASIN / UNREGULATE D SWALE 6. REFER STRUCTURAL PLANS FOR STRUCTURAL SLAB. c6 ce Co ( I ( 7. INSTALL NEW MOTORCYCLE PARKING SIGNS IAW DETAIL D/CP-521. / Rco• c6 ce JB 8. INSTALL NEW "NO PARKING" SIGN IAW DETAIL I/CP-521. II ( 9. INSTALL NEW CURB AND GUTTER IAW DETAIL F/CP-520. 1 0 7. •RCO W o o U Q / / Val I 5 o N:483114.65 6 TYP N:483114.60 15.4' 9.6, LL1 E:1989092.57 E:1989559.10 30" F I ( I NEW BUILDING 1 (X6146) z I 3 I c II o ce z %a / o o 0 10 I ° � • o 0 0 0 I ° o ° 0 0 0 0 0 0 0 0 0 0 ' CB • CO ROO• VTyp. .CO ROO ) RCO! / RCO 5 O FIRE LANE- NO PARKING 1 FIRE ACCESS ROAD TYP. [0 9_ o_ oopOQV- Q + + + + + 8 MATCH LINE CS-103 I JB t�i t LL Approved Stormwater Permit Documents Construction in accordance with these documents is required by the stormwater permit. North Carolina rules require that the stormwater system designer Inspect during construction; certify conformity with the plans and specs; and certify compliance with the stormwater rules. (15A NCAC 2H .1008 (j) ) Permit # .SA✓G / o rfo/ Date 4 -A • le/y- by NC Division of Water Quality Sheet # Gs -io i Revision Date 3 --Zf •Zoiy HORIZONTAL SCALE 30 0 15 30 so ( IN FEET ) I inch = 30 ft. US Army Corps of Engineers WILMINGTON DISTRICT. a 0 ui z-g ..m o ZX a v po O p H OX r0 Z.) F U C� O a Um rm W F Z- zN IQ ON °3 0 U a� m y ° YL) z Co }� °a Co o as 0 w ¢i S zp mp❑ L)o WW Z0 OQ N Z W w 0 inZ0 z 8 Ozim- ZO 61� �6Q� f/j J o 18 w a 0 Q O Z U � z O R U 2 m 0 to Z U u- U Q J m U LL O 120 Q z EL W H to PLATE REFERENCE NUMBER CS-101 _ SHEET 9OF45 I I RECTED FINAL/ISSUED FOR CONSTRUCTION - 24 MAR 14 i L 1 2 3 I 4 5 LIE C 0 C & D LANDFILL PROJECT LOCATION RO POPE AIR FORCE BASE LONGS(RE;i� DIRECTORATE OF CONTRACTING BUILDING 2-1105 JSOC m 0 u USACE SOCOM RESIDENT OFFICE BLDG 2-2414 WOODRUFF STREET FT. BRAGG, NC 28307 (910) 432-8121 0 RL r ACCESS CONTROL POINT (ACP) #7 AND VEHICLE REGISTRATION LOCATION MAP NOT TO SCALE CAROLINA 1 NORTH ACP#11 ACP#10 POST ACCESS CONTROL POINT (ACP) PLAN ACP NUMBERS 1, 4, 7, 11, 13 OPERATES 24HRS/7 DAYS A WEEK = ALL PROCESSING ACP NUMBERS 3, 9, 10 OPERATES 24HRS/7 DAYS A WEEK = DECALS ONLY ACP NUMBERS 2, 8A, 12 OPERATES 16HRS/5 DAYS A WEEK = DECALS ONLY TRUCK PLAZA OPERATES 24HRS/ 7 DAYS A WEEK= TRUCK INSPECTION PLAZA ►� = ROAD CLOSED WITH GATES OR BARRIERS ALL VEHICLES ARE SUBJECT TO SEARCH, REGARDLESS OF WHETHER THEY HAVE A DECAL, HAVE A TEMPORARY PASS, OR HAVE NEITHER. ALL CONTRACTORS COMMERCIAL OR PRIVATELY OWNED VEHICLES REQUIRE REGISTRATION. I I i I I I ACCESS CONTROL POINT (ACP) #8 AND TRUCK INSPECTION PLAZA LEGEND ROADS STREETS RAILROADS INSTALLATION BOUNDARIES O INTERSTATE ROUTE 0 U. S. ROUTE O STATE ROUTE LAKES 00000000000 HAUL ROUTE LANDFILL DISPOSAL REQUIREMENT 1. FORT BRAGG HAS THREE NON —HAZARDOUS SOLID WASTE DISPOSAL SITES, WHICH ARE PERMITTED BY THE NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES (NCDENR). THEY ARE LOCATED OFF LAMONT ROAD, WEST OF FORT BRAGG'S CANTONMENT AREA, BETWEEN LONG STREET AND MCKELLAR ROADS. TWO OF THE SOLID WASTE SITES ARE PERMITTED LANDFILLS WHICH ACCEPTS WASTE FROM FORT BRAGG AND POPE AIR FORCE BASE. THESE LANDFILLS ARE FOR CONSTRUCTION AND DEMOLITION DEBRIS (C&D) AND RECYCLING COLLECTION AREA. THE OTHER PERMITTED SITE IS THE MUNICIPAL SOLID WASTE (MSW) TRANSFER STATION FOR TRANSFERRING THE (MSW) OFF FORT BRAGG TO AN APPROVED AND PERMITTED LANDFILL. 2. THE LAMONT ROAD LANDFILL IS OPEN FOR OPERATION BETWEEN THE HOURS OF 7:30AM AND 3:OOPM, MONDAY THROUGH FRIDAY EXCEPT FOR THE HOLIDAYS LISTED. THE LANDFILL IS CLOSED ON NEW YEAR'S DAY, INDEPENDENCE DAY, THANKSGIVING DAY, AND CHRISTMAS DAY. THE LANDFILL MAY NOT BE AVAILABLE FOR USE FOR THIS PROJECT. 3. THE CONSTRUCTION AND DEMOLITION LANDFILL IS PERMITTED FOR DISPOSAL OF CONSTRUCTION AND RENOVATION DEBRIS: PLYWOOD, FIXTURES, ELECTRICAL MATERIALS, DOORS, PAINTED WOOD, NON —RECYCLABLE CONCRETE, WINDOWS, DRYWALL, SHINGLES, VINYL SIDING, PLUMBING MATERIALS, AND TREATED WOOD. ASBESTOS IS DISPOSED IN A DESIGNATED CELL WITHIN THE C&D LANDFILL BY THE LANDFILL OPERATOR. THE ASBESTOS WASTE SHALL BE PROPERLY BAGGED OR CONTAINED AND WITH MANIFEST DOCUMENTS BEFORE ACCEPTANCE FOR THE WASTE BEFORE PLACING INTO THE C&D LANDFILL. CONTRACTOR SHALL NOTIFY LANDFILL 24 HOURS IN ADVANCE OF ASBESTOS DISPOSAL AT 910-396-6873. YARD WASTE IS NOT ALLOWED IN THE C&D LANDFILL. 4. THE TREE AND YARD WASTE RECYCLING COLLECTION AREA IS PERMITTED TO ACCEPT YARD WASTE, TREES CUT IN MANAGEABLE LENGTHS (6'), STUMPS, LIMBS (6-LENGTHS), UN —PAINTED AND NON —TREATED WOOD, GRASS, LEAVES, PINE NEEDLES, PINE CONES, AND ANY NATURALLY OCCURRING VEGETATION. 5. THE CARDBOARD RECYCLING COLLECTION AREA IS PERMITTED TO ACCEPT ANY TYPE OF CORRUGATED CARDBOARD, WITH THE FOLLOWING EXCEPTIONS: NO PAPERBOARD, FOODBOARD, AND NO WAX CARDBOARD. ANY CARDBOARD CONTAMINATED WITH FOOD SHALL BE DISPOSED OF IN THE CARDBOARD RECYCLING COLLECTION AREA. 6. THE CONCRETE RECYCLING AREA IS PERMITTED FOR DISPOSAL OF CLEAN CONCRETE BRICKS AND ASPHALT DEBRIS. CLEAN CONCRETE MUST BE SEGREGATED FROM OTHER WASTE FOR RECYCLING. CLEAN CONCRETE SHALL BE FREE ASBESTOS, FREE OF LEAD —BASED PAINTS, AND FREE OF HAZARDOUS MATERIALS/WASTES. NO MASTIC AND NO TILES ARE ALLOWED IN CONCRETE RECYCLING AREA. 7. THE PALLET RECYCLING AREA IS PERMITTED FOR DISPOSAL OF WOOD AND METAL PALLETS. PALLETS MUST BE STACKED NEATLY IN DESIGNATED AREA. 8. THE METAL RECYCLING AREA IS PERMITTED FOR DISPOSAL OF ANY SCRAP METAL GENERATED FROM THE CONSTRUCTION SITE. SCRAP METAL SHALL BE SEGREGATED BY ALUMINUM, BRASS, COPPER, AND STEEL AND PLACED IN THE APPROPRIATE CONTAINERS. CONTRACTOR SHALL REMOVE ALL TYPES OF MATERIALS ATTACHED TO THE METAL AS MUCH AS POSSIBLE. 9. THE CONCERTINA RECYCLING AREA IS PERMITTED FOR DISPOSAL OF CONCERTINA WIRE. CONTRACTOR SHALL ENSURE PROPER SAFETY PRECAUTIONS ARE IMPLEMENTED WHEN HANDLING CONCERTINA WIRE IN THIS AREA. 10. THE WASTE TRANSFER STATION (WTS) ACCEPTS MSW WHICH INCLUDES GARBAGE, PAPER, PLASTIC AND HOUSEHOLD WASTE FROM SUPPORT ACTIVITIES, TROOP BARRACKS AND MOTOR POOLS AND FORT BRAGG'S FAMILY HOUSING. THE MSW IS PREPARED FOR SHIPMENT AND IS TRANSPORTED TO AN APPROVED AND PERMITTED LANDFILL OFF FORT BRAGG. 11. TIRES ARE PROHIBITED FROM BEING DISPOSED IN FORT BRAGG LANDFILLS. 12. HAZARDOUS WASTE AND LIQUID WASTE ARE PROHIBITED FROM BEING DISPOSED IN FORT BRAGG LANDFILLS. 13. APPLIANCES/WHITE GOODS WHICH INCLUDE ITEMS SUCH AS; WASHERS, DRYERS, REFRIGERATORS, AND AIR CONDITIONERS ARE BANNED FROM THE RECYCLING AREA, C&D LANDFILLS AND THE WTS AND SHALL BE DISPOSED THROUGH THE PRIME CONTRACTOR WITH AN OFF —POST SALVAGE COMPANY OR THROUGH DEFENSE REUTILIZATION AND MARKETING OFFICE (DRMO). 14. ALL LANDFILL USERS MUST DELIVER LOADS PRE —SEGREGATED FOR DELIVERY TO THE LAMONT LANDFILL. ALL LANDFILL USERS WILL RECYCLE TO THE MAXIMUM EXTENT POSSIBLE. 15. A LANDFILL DISPOSAL PERMIT IS REQUIRED TO ENTER THE LANDFILL. OBTAIN A LANDFILL PERMIT BY COORDINATING THRU THE CONTRACTING OFFICER REPRESENTATIVE AND APPROVAL AND ISSUED BY THE SOLID WASTE MANAGEMENT FROM THE DIRECTORATE OF PUBLIC WORKS (DPW), ENVIRONMENTAL SUSTAINMENT DIVISION (ESD), PHONE NUMBER (910) 396-3372. 16. STATE LAW AND POST REGULATIONS REQUIRE CCVERING OF LOADS TO PREVENT LITTER. 15A NORTH CAROLINA ADMINISTRATIVE CODE 13B.0105(D) STATES: "VEHICLES TRANSPORTING WASTE SHALL BE LOADED AND MOVED IN SUCH A MATTER THAT THE CONTENTS WILL NOT FALL, LEAK, OR SPILL AND SHALL BE COVERED WHEN NECESSARY TO PREVENT BLOWING MATERIAL. IF A SPILL OCCURS, THE TRANSPORTER SHALL PICK UP THE MATERIAL IMMEDIATELY, RETURNED TC THE VEHICLE AND THE AREA PROPERLY CLEANED —UP." 17. PRIME CONTRACTORS ARE RESPONSIBLE FOR THE WASTE GENERATED ON THEIR SITES AND TRANSPORTED TO THE LANDFILLS AND SHALL COMPLY WITH ALL GUIDANCE WITHIN THE PROJECT DOCUMENTS. THE LOADS COMING INTO THE RECYCLING AREA AND C&D LANDFILLS AND WTS ARE SUBJECT TO INSPECTION AND SCREENING BY THE LANDFILL OPERATORS AND/OR THE ENVIRONMENTAL COMPLIANCE BRANCH PERSONNEL TO ENSURE COMPLIANCE IS BEING MAINTAINED. NONCOMPLIANT LOADS WILL NOT BE ALLOWED TO DUMP AND THE VEHICLES MAY BE QUARANTINED AND SUBJECT TO STATE NOTIFICATION. CONTRACTOR SHOULD VISIT HTTP://WWW.BRAGG.ARMY.MIL/DIRECTORATES/DPW/ ENVDIV/ENVBR/PAGES/SOLIDWASTE.ASPX. Approved stormwater Permit Documents Construction in accordance with these documents is required by the stormwater permit. North Carolina rules require that the stormwater system designer inspect during construction: certify conformity with the plans and specs; and stormwater . { 15A NCAC 2H compliance with the . t 0081!)) f enntt # sr./ f! 4� 0 4�'d� Date �- � • way' by 7y�,.Q zi of NC Division of Water QualitY Sheet # l - Buz Revision Date,3 •LSD •201'V US Army Corps of Engineers WILMINGTON DISTRICT 8 o— .. w e Z Oq o R > z O = OX UQ Li Ob UN FN> aOw C ON �� 2U> U ru GUp F= 0 OM UQ OJN ayo m gz a z 4° w c3 W > G WpUO ;pUQ �pUQ Qx NUJ Z OQ OQ CAQ LL m I coo< Of Lu co W J Z5Uof �0 uj p o _J Cn z O a. z O O z 8 U ? O JIB 2 10 a�� J_ lit a O U z O W U Q H m Lu O z a O m LL U LL ca U U. U. PLATE REFERENCE NUMBER C-002 SHEET2 OF 45 RECTED FINAL/ISSUED FOR CONSTRUCTION - 24 MAR 14 1 2 41 4 5 n 50 0 0 9 LOCATION MAP 1 "=2,000' CIVIL ABBREVIATIONS BTTM BOTTOM BM BENCHMARK BMP EROSION CONTROL BEST MANAGEMENT PRACTICES BW BOTH WAYS CB CATCH BASIN CCSD CONVENTIONAL CONSTRUCTION STANDOFF DISTANCE CI CAST IRON CGP NPDES CONSTRUCTION GENERAL PERMIT SCR 1D0000 CL CENTERLINE CMP CORRUGATED METAL PIPE CO CLEANOUT CONC CONCRETE COR CONTRACTING OFFICER OF RECORD CPV CAR POOL / VAN POOL CY CUBIC YARDS DCVA DOUBLE CHECK VALVE ASSEMBLY DI DROP INLET DIA DIAMETER DIP DUCTILE IRON PIPE DPW DEPARTMENT OF PUBLIC WORKS DS DOWNSPOUT EL ELEVATION EXST EXISTING EW EACH WAY FEV LOW-EMITTING/FUEL-EFFICIENT VEHICLE FFE FINISHED FLOOR ELEVATION FG FINISHED GRADE FH FIRE HYDRANT FIN FINISHED FM FORCE MAIN GI GRATE INLET HCPU HARNETT COUNTY PUBLIC UTILITIES HDPE HIGH DENSITY POLYETHYLENE IAW IN ACCORDANCE WITH IE INVERT ELEVATION JB JUNCTION BOX LF LINEAR FEET LP LIGHT POLE MAX MAXIMUM MH MANHOLE MIN MINIMUM NCDENR NORTH CAROLINA DEPARTMENT OF ENVIRONMENT & NATURAL RESOURCES NCDOT NORTH CAROLINA DEPARTMENT OF TRANSPORTATION N01 NOTICE OF INTENT NOT NOTICE OF TERMINATION NTS NOT TO SCALE ONUS OLD NORTH UTILITY SERVICES, INC. OC ON CENTER ODSA OPERATOR OF DAY TO DAY SITE ACTIVITIES ONUS OLD NORTH UTILITY SERVICE PC POINT OF CURVATURE PP POWER POLE PT POINT OF TANGENT PVC POLYVINYL CHLORIDE PVMT PAVEMENT RAD RADIUS RCP REINFORCED CONCRETE PIPE RD ROOF DRAIN REQD REQUIRED RPBP REDUCED PRESSURE BACKFLOW PREVENTER R/W RIGHT OF WAY S SEWER SABC STABILIZED AGGREGATE BASE COURSE SB SILT BARRIER SO STORM DRAINAGE SF SQUARE FEET SS SANITARY SEWER SERVICE SSMH SANITARY SEWER MANHOLE STA STATION SUS SANDHILLS UTILITY SERVICE SWPPP STORM WATER POLLUTION PREVENTION PLAN TBM TEMPORARY BENCH MARK TC TOP OF CURB TG TOP OF GUTTER TP TOP OF PAVEMENT SEDIMENT AND EROSION CONTROL TRANS TRANSFORMER TYP TYPICAL SHALL BE STRICTLY ENFORCED VC VITRIFIED CLAY W WATER 1226 YEAMANS HALL ROAD W/ WITH HANAHAN, SC 2%10 WS WATER SERVICE 843-566-0161 WV WATER VALVE fax 843-566-0162 ADCENGINEERING.COM ADC PROJECT NO:13178 ENGINEERING SPECIALISTS SITE SERVICES \ BUILDING ENVELOPE \ STRUCTURAL CIVIL AFFAIRS BATTALION COMPLEX FORT BRAGG NC, GENERAL NOTES: 1. ALL CONTRACTORS/SUBCONTRACTORS/PERSONS THAT WILL BE ENGAGED IN LAND DISTURBING ACTIVITIES SHALL COMPLY WITH ALL EROSION CONTROL AND STORMWATER POLLUTION PREVENTION REQUIREMENTS CONTAINED THROUGHOUT THE DRAWINGS, SPECIFICATIONS AND PERMITS. 2. SURVEY PROVIDED BY MA ENGINEERING. VERTICAL CONTROL REFERS TO NAVD '88 DATUM. HORIZONTAL CONTROL BASED ON NAD83(2007), STATE PLANE COORDINATES N.C. 3200, US FEET. 3. FROM SCALING THE FEMA MAP PANEL 3710958400J, DATED OCTOBER 3RD, 2006, THIS SITE IS LOCATED IN FLOOD ZONE "X" AND IS OUTSIDE OF THE 100 YEAR FLOOD ZONE. 4. THE EXISTING UNDERGROUND UTILITIES SHOWN HEREON ARE BASED UPON AVAILABLE INFORMATION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING THE EXACT LOCATION OF ALL UTILITIES PRIOR TO BEGINNING ANY WORK. IF UTILITIES OTHER THAN THOSE SHOWN HEREON ARE ENCOUNTERED, THE CONTRACTOR SHALL NOTIFY THE CONTRACTING OFFICER IMMEDIATELY AND TAKE APPROPRIATE MEASURES TO PROTECT THE LINE(S) AND ENSURE CONTINUED SERVICE. DAMAGE CAUSED TO KNOWN EXISTING UTILITIES BY THE CONTRACTOR SHALL BE REPAIRED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE GOVERNMENT. THE CONTRACTOR SHALL VERIFY THE CONNECTION POINTS OF NEW UTILITIES TO EXISTING UTILITIES PRIOR TO BEGINNING CONSTRUCTION. 5. OFF -SITE BORROW NECESSARY FOR THE CONSTRUCTION OF THIS PROJECT SHALL BE PROVIDED BY THE CONTRACTOR. CONTRACTOR MAY UTILIZE FORT BRAGG BORROW PIT. 6. THE CONTRACTOR SHALL NOTIFY THE CONTRACTING OFFICER AND ENGINEER IF UNSUITABLE MATERIAL IS DISCOVERED PRIOR TO BEGINNING ANY REMOVAL OPERATION. 7. THE CONTRACTOR SHALL PROVIDE TEMPORARY SEEDING AND PERMANENT STABILIZATION IN ALL AREAS INSIDE OR OUTSIDE THE LIMITS OF CONSTRUCTION THAT ARE DISTURBED BY THE CONTRACTOR'S OPERATIONS. 8. CONTRACTOR SHALL GRADE ALL AREAS TO DRAIN FOR POSITIVE FLOW PRIOR TO FINAL APPROVAL. 9. THE DESIGN ADEQUACY AND SAFETY OF ALL BRACING, SHORING, AND TEMPORARY SUPPORTS, ETC. IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR. 10. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN THE�SERVICES OF A QUALIFIED GEOTECHNICAL ENGINEER WHO SHALL PERFORM INVESTIGATIONS TO VERIFY THAT ALL WORK IS ACCOMPLISHED IN ACCORDANCE WITH THE SPECIFICATIONS AND/OR GEOTECHNICAL REPORT. 11. ALL UTILITY WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE REQUIREMENTS OF FT. BRAGG DEPARTMENT OF PUBLIC WORKS (DPW), SANDHILLS UTILITY SERVICES (SUS) & NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES (NCDENR). WHERE ANY DISCREPANCIES EXIST BETWEEN THESE DOCUMENTS AND DPW & NCDENR REQUIREMENTS, THE MOST STRICT REQUIREMENTS SHALL BE ADHERED TO. 12. THE CONTRACTOR'S MEANS, METHODS, SEQUENCE, TECHNIQUES OR PROCEDURES IN PERFORMING THE WORK IS SOLELY THE RESPONSIBILITY OF THE CONTRACTOR, WHO IS ALSO RESPONSIBLE FOR COMPLYING WITH ALL HEALTH AND SAFETY PRECAUTIONS AS REQUIRED BY ANY REGULATORY AGENCY. 13. IT IS THE CONTRACTORS RESPONSIBILITY FOR DESIGN, ADEQUAGY`;AND. IMPLEMENTATION OF ALL DEWATERING. ALL DEWATERING ACTIVITIES SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF THE STORMWATER AND. PREVENTION PLAN (SWPPP). 14. ALL PROJECT STAKEOUT & AS -BUILT DRAWINGS SHALL BE PERFORMED BY A REGISTERED LAND SURVEYOR. FOR STAKEOUT, DO NOT RELY SOLELY ON THE PHYSICAL SCALE AS SHOWN IN DRAWINGS. REFER TO THE GIVEN DIMENSIONS AND REFERENCED DETAILS FOR CORRECT STAKEOUT. 15. CONTRACTOR IS RESPONSIBLE FOR ALL WORK SHOWN, UNLESS SPECIFICALLY INDICATED OTHERWISE. 16. CONTRACTOR SHALL CONTACT N.C. ONE CALL SERVICE (1-800-632-4949) AND DPW FACILITIES MAINTENANCE DIVISION (1-910-396-0321) PRIOR TO ANY WORK. CONTRACTOR IS RESPONSIBLE FOR FIELD LOCATING AND PROTECTING ALL UTILITIES. CONTACT THE CONTRACTING OFFICER IN THE EVENT THAT UTILITIES CONFLICT WITH NEW FACILITIES. TRAFFIC CONTROL NOTES 1. CONTRACTOR SHALL PERFORM ALL NECESSARY COORDINATION WITH FT BRAGG DPW FOR WORK WITHIN THE EXISTING ROADWAY, INCLUDING BUT NOT LIMITED TO PREPARATION OF AND OBTAINING APPROVAL OF ALL NECESSARY TRAFFIC CONTROL PLANS AS WELL AS PLANNING AND EXECUTION OF ALL NECESSARY COORDINATION MEETINGS. 2. CONTRACTOR SHALL MAINTAIN NCDOT SITE VISIBILITY TRIANGLES AT ALL ACCESS POINTS FOR THE DURATION OF CONSTRUCTION. 3. ALL TRAFFIC CONTROL SIGNS AND PAVEMENT MARKINGS SHALL BE IN ACCORDANCE WITH THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS (MUTCD), CURRENT EDITION. SIGNATURE CHRISTOPHER B. COOK PRINTED NAME PROJECT ENGINEER I HEREBY CERTIFY THAT THESE DOCUMENTS WERE PREPARED AND APPROVED BY ME AND THAT AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF NORTH CAROLINA. SIGNATURE PRINTED NAME PROJECT MANAGER SIGNATURE PRINTED NAME USACE REVIEWER DRAWING INDEX - CIVIL PLATE # SHEET # DGN FILE NAME TITLE ISSUED C-001 1 BHGC-001.d n CIVIL NOTES & ABBREVIATIONS 3/24/2014 C-002 2 BHGC-002.d n BASE MAP 3/24/2014 CD-100 3 BHGCD-100.dgn EXISTING AND DEMOLITION PLAN - OVERALL 3/24/2014 CD-101 4 BHGCD-101.dgn EXISTING AND DEMOLITION PLAN -AREA 1 3/24/2014 CD-102 5 BHGCD-102.d n EXISTING AND DEMOLITION PLAN - AREA 2 3/24/2014 CD-103 6 BHGCD-103.dgn EXISTING AND DEMOLITION PLAN -AREA 3 3/24/2014 CD-104 7 BHGCD-104.dgn EXISTING AND DEMOLITION PLAN - AREAS 4A & 4B 3/24/2014 CS-100 8 BHGCS-100.dgn SITE PLAN - OVERALL 3/24/2014 CS-101 9 BHGCS-101.dgn SITE PLAN - AREA 1 3/24/2014 CS-102 10 BHGCS-102.dgn SITE PLAN - AREA 2 3/24/2014 CS403 11 BHGCS-103.dgn SITE PLAN - AREA 3 3/24/2014 CS-104 12 BHGCS-104.dgn SITE PLAN - AREAS 4A &4B 3/24/2014 CS-111 13 BHGCS-111.d n JOINT LAYOUT PLAN -AREA 1 3/24/2014 CS-112 14 BHGCS-112.dgn JOINT LAYOUT PLAN -AREA 2 3/24/2014 CS-114 15 BHGCS-114.dgn JOINT LAYOUT PLAN - AREA 4B 3/24/2014 CG-100 16 BHGCG-100.d n GRADING AND DRAINAGE PLAN - OVERALL 3/24/2014 CG-101 17 BHGCG-10'I.dgn GRADING AND DRAINAGE PLAN - AREA 1 3/24/2014 CG-102 18 BHGCG-102.dgn GRADING AND DRAINAGE PLAN - AREA 2 3/24/2014 CG-103 19 BHGCG-103.dgn GRADING AND DRAINAGE PLAN - AREA 3 3/24/2014 CG-104 20 BHGCG-104.dgn GRADING AND DRAINAGE PLAN - AREAS 4A & 4B 3/24/2014 CG-105 21 BHGCG-105.dgn DRAINAGE PIPE AND STRUCTURE TABLES 3/24/2014 CU-100 22 BHGCU-100.d n UTILITY PLAN - OVERALL 3/24/2014 CU-101 23 BHGCU-101.dgn UTILITY PLAN - AREA 1 3/24/2014 CU-102 24 BHGCU-102.dgn UTILITY PLAN - AREA 2 3/24/2014 CU-103 25 BHGCU-it13.dgn UTILITY PLAN - AREA 3 3/24/2014 CU-104 1 26 BHGCU-104.dg^ UTILITY PLAN - AREAS 4A &4B 3/24/2014 CP520 27 BHGCP520.dgn CIVIL DETAILS - PAVEMENT 3/24/2014 CP521 28 BHGCP521.d n CIVIL DETAILS - STRIPING & SIGNAGE 3/24/2014 CP522 29 BHGCP522.dgn CIVIL DETAILS - SITE STRUCTURES 3/24/2014 CG530 30 BHGCG530.d n CIVIL DETAILS - STORM DRAINAGE 3/24/2014 CG531 31 BHGCG531.dg;i CIVIL DETAILS - STORM DRAINAGE 3/24/2014 CE-100 32 BHGCE-100.dgn EROSION CONTROL PLAN - OVERALL 3/24/2014 CE-101 33 BHGCE-101.d n INITIAL EROSION CONTROL PLAN - AREA 1 3/24/2014 CE-102 34 BHGCE-102.dgn INITIAL EROSION CONTROL PLAN - AREA 2 3/2412014 CE-103 35 BHGCE-103.dgn 'INITIAL EROSION CONTROL PLAN - AREA 3 3/24/2014 CE-104 36 BHGCE-1t liAgn 114ITIAL EROSION CONTROL PLAN - AREAS 4A & 4B 3/24/2014 CE-111 37 BHGCE-111.dgn INTERMEDIATE EROSION CONTROL PLAN -AREA 1 3/24/2014 CE-112 38 BHGCE-112.dgn INTERMEDIATE EROSION CONTROL PLAN -AREA 2 3/24/2014 CE-113 39 BHGCE-ii3.dgn INTERMEDIATE EROSION CONTROL PLAN - AREA 3 3/24/2014 CE-1114 40 BHGCE-114.rgn INTERMEDIATE EROSION CONTROL PLAN - AREAS 4A & 4B 3/24/2014 CE530 41 BHGCE-530.4gn CIVIL DETAILS - EROSION CONTROL 3/24/2014 CE531 42 BHGCE531.d n CIVIL DETAILS - EROSION CONTROL 3/24/2014 CE532 43 BHGCE532.dgn CIVIL DETAILS - EROSION CONTROL 3/24/2014 CE-W 44 BHGCE-M.dgn SWPP/ EROSION CONTROL NOTES 3/24/2014 CE541 45 E:HGCE541.dgn SWPP/ EROSION CONTROL NOTES 3/24/2014 DESIGN CERTIFICATION: I HEREBY CERTIFY THAT THIS PLAN HAS BEEN DESIGNED IN ACCORDANCE WITH THE 2009 STANDARDS AND SPECIFICATIONS FOR SOIL EROSION AND SEDIMENT CONTROL OR CURRENT REVISIONS THEREOF, AND DEPARTMENT OF THE ENVIRONMENT STORMWATER MANAGEMENT REGULATIONS. 03/24/2014 DATE NC REGISTRATION NO. 022331 P.E. SIGNATURE PRINTED NAME DESIGNER'S SIGNATURE CHRISTOPHER B. COOK PRINTED NAME ENVIRONMENTAL COMPLIANCE SIGNATURE APIP er ermut Loocuments Cone with these documents is required by the stonnwater permit. North Carolina W ire the the stormwater system designer IRAN CH rtThyttw i stormwater rules. (15A NCAC 2H .1008(I)) Permit# 5-cr/6/ilO r!O/ Date 4 -a -ZaiS� by 777 ....C..2( NC Division of Water QualNy Sheet # e: - / Revision Date 3 Zf- Z w4j US Army Corps of Engineers WILMINGTON DISTRICT 8 a ..� ui W z '§ Oq o 0 g, ox Zo C=i Q� O� O a W H� .USN ZN w �N Cl) U� U u; m YO Hy U ¢ m (ZJ as m o 0 LuLu w w� z ' k W O � D� J N V X Z oa o� U) LLm w4c w w z �6 z z zI- ULU 0o J, � z cr a o z I- s 0U ZO ? O � Q 0 ze z a�� C6 s o U z O m L a a ? 0 w U � z O Q w m a Tn w O m Z 7 U O LL J i U rn PLATE REFERENCE NUMBER C-001 SHEET OF45 CORRECTED FINAL/ISSUED FOR CONSTRUCTION .24 MAR 14