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Site Plan- WCATE L COVERED WALK COVERED 4" PVC PIPE INV. = 23.53' 4" PVC PIPE INV. = 24.05' 2" PVC PIPE INV. = 24.18' 2" PVC PIPE INV. = 24.83' 4" PVC PIPE INV. = 23.92' INV. = 22.70' TOP = 25.06' TOP = 25.08' INV. = 21.63' TOP = 22.46'INV. = 19.20' 4" PVC PIPE INV. = 23.84' 4" PVC PIPE 4" P V C S S 4" P V C 6" PVC SS 4" P V C STA. 3+97.81RIM = 19.89' STA. 7+80.12 RIM = 22.69' INV. = 16.70 STA. 11+02.53 RIM = 24.11 INV. = 20.22 STA. 8+68.70 RIM = 24.15' INV. THROUGH = 18.08' INV. IN (S) = 19.19' SMH NO. 5 SMH NO. 3 SMH NO. 2 4" P V C 6" PVCSS SS 6" PVC 6" PVC c/o c/o 6" PVC SS C/O WV 6" PVC WATER MAIN 6" PVC WATER MAIN PP 6" PVC WATER MAIN WV WV WV 6" PVC WATER MAIN PP PP 6" PVC WATER MAIN c/o c/o c/o c/o WV WV c/o c/o c/o 6" PVC SS 6" PVC 6" P V C SMH NO. 4 INV. = 10.82' W D 1084 SF PLAY ROOM 130 966 SF CLASSROOM 112 TOY STOR. 134 RECEP./ SEC. 102 970 SF CLASSROOM 113 969 SF CLASSROOM 115 923 SF CLASSROOM 118 924 SF CLASSROOM 120 1368 SF CORR. 143 MECH./ ELEC. 116 SPRINKLER 117 TLT. 119 911 SF CLASSROOM 121 TLT. 114 CLASSROOM 128 CLASSROOM 126 KITCHEN 125 TLT. 122 LAUND. 123 STAFF TLT 124 CLASSROOM 110 TLT. 111 CLASSROOM 109 CLASSROOM 107 CORR. 142 CLASSROOM 105 TLT. 108 DIR. OFF. 103 TLT. 106 SICK 104 MEN 129 CORR. 140 CORR. 141 6" PVC WATER MAIN 3,392 SF 579 SF 661 SF 889 SF 666 SF 889 SF 666 SF 210' PRO 24" CPP 5 0 ' P R O 2 4 " C P PJB WV WV WV WV SI G H T T R I A N G L E 10 ' X 7 0 ' ( N C D O T ) Robertson Fine Arts Building Bus Garage MAIN POND WSE: 17.50 BTM: 11.0RISERMAIN POND WSE: 17.50 BTM: 11.0 FOREBAY WSE: 17.50 BTM: 14.0 229 SF 491 SF 320 SF 338 SF 6" PVC WATER MAIN 6" PVC WATER MAIN 6" PVC WATER MAIN 6" PVC WATER MAIN 6" PVC WATER MAIN 66 LF OF 12" CPP @ 0.66% (EXIST) 385 LF OF 24" CPP @ 0.75% (EXIST) EX I S T I N G I N L E T RIM : 2 5 . 5 ' IN V O . 2 2 . 1 7 ( N ) 75' PRO 30" RCP @ 0.75% CU R B I N L E T 1 5 RIM : 2 5 . 8 IN V I : 2 0 . 8 1 ( S ) IN V O : 2 0 . 5 6 ( N ) CU R B I N L E T 1 6 RIM : 2 5 . 9 0 IN V I : 2 1 . 1 8 ( S ) IN V O : 2 1 . 1 8 ( N ) DR O P G R A T E 1 7 RI M : 2 5 . 9 IN V I : 2 1 . 7 6 ( S ) IN V O : 2 1 . 7 6 ( N ) DR O P G R A T E 1 8 RIM : 2 5 . 9 IN V O : 2 2 . 5 5 ( W ) DR O P G R A T E 2 0 RIM : 2 5 . 8 IN V I : 2 1 . 7 3 ( S ) IN V O : 2 1 . 4 8 ( N ) 91 LF OF 15" CPP @ 0.64%57 LF OF 15" CPP @ 0.65% JUNCTION BOX 1 RIM: 21.0 INVI: 14.88 (SE)INVO: 14.88 (N) DR O P G R A T E 1 RI M : 2 3 . 8 0 IN V I : 1 9 . 5 2 ( S ) IN V I : 1 7 . 3 2 ( E ) IN V O : 1 7 . 3 2 ( W ) IN T E R C E P T D R O P GR A T E B O X 2 RI M : 2 3 . 8 0 IN V I : 2 0 . 4 8 ( N E ) IN V I : 1 7 . 6 3 ( E ) IN V O : 1 7 . 6 3 ( W ) BY P A S S : 1 8 . 5 9 ( S E / N W ) YA R D I N L E T 1 0 RI M : 2 4 . 9 IN V O : 2 1 . 6 2 ( S W ) CU R B I N L E T 3 RI M : 2 5 . 2 IN V I : 2 0 . 4 1 ( S W ) IN V I : 1 8 . 2 1 ( E ) IN V O : 1 8 . 2 1 ( W ) CU R B I N L E T 4 RIM : 2 5 . 2 IN V I : 2 1 . 0 4 ( S ) IN V I : 1 9 . 0 6 ( W ) IN V O : 1 9 . 0 6 ( E ) CU R B I N L E T 1 9 RIM : 2 5 . 5 IN V I : 2 1 . 2 1 ( S ) IN V O : 2 1 . 2 1 ( N ) DR O P G R A T E 5 RI M : 2 5 . 6 IN V I : 1 9 . 8 8 ( N ) IN V O : 1 9 . 3 8 ( W ) DR O P G R A T E 6 RI M : 2 5 . 5 IN V I : 2 1 . 4 8 ( N ) IN V I : 2 0 . 1 3 ( N E ) IN V O : 2 0 . 1 3 ( S ) YA R D I N L E T 7 RIM : 2 5 . 5 IN V I : 2 1 . 7 4 ( S E ) IN V O : 2 1 . 4 9 ( S W ) YA R D I N L E T 8 RI M : 2 5 . 6 IN V O : 2 2 . 2 4 ( N W ) YA R D I N L E T 9 RI M : 2 5 . 5 IN V O : 2 2 . 1 8 ( S ) 77 LF OF 24" CPP @ 0.51% 60 LF OF 18" CPP @ 0.65% 117 LF OF 24" CPP @ 0.50% 1 6 2 L F O F 7 0 " C P P @ 0 .5 6 % 27 LF OF 15" CPP @ 0.63% 41 LF OF 15" CPP @ 0.66% 121 LF OF 15" CPP @ 0.65% 64 LF OF 24" CPP @ 0.50% 49 LF OF 18" CPP @ 0.51% 13 3 L F O F 1 5" C P P @ 1.0 2 % 4 6 L F O F 1 5" C P P @ 1.09 % INV.: 18.02 INV.: 18.58 46 LF OF 24" CPP @ 0.50% JU N C T I O N B O X 0 RIM : 2 3 . 5 IN V I : 1 6 . 9 3 ( W ) IN V O : 1 6 . 9 3 ( S E ) 24" FES INV.: 12.25 170 LF OF 24" CPP @ 0.50% 108 LF OF 15" CPP @ 0.65% 29 LF OF 18" CPP @ 0.52% Coastal Land Design,PLLC Civil Engineering / Landscape Architecture Land Planning / Construction Management P.O.Box 1172 Wilmington, NC 28402Phone: 910-254-9333 Fax: 910-254-0502NCBELS Firm License No: P-0369 www.cldeng.com79.16 ISSUED FOR AGENCY REVIEW ONLYPRELIMINARY DESIGN NOT RELEASED FOR CONSTRUCTION 140 PARKING SPACES 35 PARKING SPACES SI T E D A T A PR O P E R T Y O W N E R : G R A C E B A P T I S T C H U R C H T R U S T E E S 1 4 0 1 N O R T H C O L L E G E R O A D WI L M I N G T O N , N C 2 8 4 0 5 NH C P I N # : R 0 4 2 0 0 - 0 0 2 - 0 1 6 - 0 0 0 SI T E A D D R E S S : 1 4 0 1 N O R T H C O L L E G E R O A D PA R C E L S I Z E : 4 2 . 4 4 A C R E S ZO N I N G : R - 1 5 LA N D U S E : C H U R C H A N D S C H O O L FL O O D D A T A : F L O O D Z O N E ' X ' F E M A F L O O D M A P BU I L D I N G D A T A TO T A L N U M B E R O F B U I L D I N G S : 6 B U I L D I N G S BU I L D I N G A R E A : 8 6 , 9 8 3 S F PA R K I N G D A T A - M U L T I U S E C A M P U S TO T A L E X I S T I N G S P A C E S : 4 0 3 S P A C E S SEE DEMOLITION PLAN FOR IMPERVIOUS REDUCTIONS BU I L D I N G E X P A N S I O N D A T A EX I S T I N G B U I L D I N G S Q . F T . = 8 6 , 9 8 3 S F PR O P O S E D E X P A N S I O N = 2 5 , 1 9 5 S F EX P A N S I O N P E R C E N T A G E = 2 9 . 0 % TO T A L B U I L D I N G S Q . F T . = 1 1 2 , 1 7 8 S F ST R E E T Y A R D C A L C U L A T I O N S ST R E E T Y A R D L E N G T H = 7 7 5 L F - 9 1 L F ( D R I V E W A Y S ) = 6 81 L F EX P A N S I O N L A N D S C A P E R E Q U I R E M E N T S ST R E E T Y A R D FU L L W I D T H W I T H F A C T O R X 1 2 18 ' M A X A N D 8 ' M I N . IN T E R I O R P A R K I N G A R E A = 6 % RE Q U I R E D T R E E S P E R P R O J E C T A C R E = 1 5 FO U N D A T I O N P L A N T I N G 1 2 % - B L D G S I D E RE Q U I R E D S T R E E T Y A R D A R E A = 6 8 1 L F X 1 2 = 8 , 1 7 2 S F STREET YARD -A STREET YARD -B STREET YARD -C STREET YARD -D ST R E E T Y A R D - A = 2 , 8 6 6 S F ( 1 8 ' W I D E ) ST R E E T Y A R D - B = 3 , 8 9 3 S F ( 1 8 ' W I D E ) ST R E E T Y A R D - C = 3 , 9 5 5 S F ( 1 3 ' W I D E ) ST R E E T Y A R D - D = 3 4 7 S F ( 1 3 ' W I D E ) TO T A L S T R E E T Y A R D = 1 1 , 0 6 1 S F STREET YARD 775 LF FO U N D A T I O N P L A N T I N G A R E A S PA R K I N G L O T A R E A = 8 2 , 2 9 6 S F RE Q U I R E D I N T E R I O R @ 6 % = 4 , 9 3 8 S F PR O P O S E D I N T E R I O R I S L A N D S = 9 , 1 2 0 S F EAST SIDE WEST SIDE SOUTH SIDE 22 PARKING SPACES 53 PARKING SPACES 43 PARKING SPACES 2 3 P A R K I N G S P A C E S TO T A L P R O P O S E D S P A C E S : 3 1 6 S P A C E S RE Q U I R E D A D A S P A C E S : 7 S P A C E S PR O P O S E D A D A S P A C E S : 8 S P A C E S BU I L D I N G H E I G H T = 1 2 F T RE Q U I R E M E N T : L T X H T X 1 2 % EA S T S I D E 74 ' X 1 2 ' X 0 . 1 2 = 1 0 6 S F PR O V I D E D = 3 8 8 S F WE S T S I D E 61 ' X 1 2 ' X 0 . 1 2 = 8 7 S F PR O V I D E D = 3 3 5 S F SO U T H S I D E 18 0 ' X 1 2 ' X 0 . 1 2 = 2 5 9 S F PR O V I D E D = 1 , 2 0 0 S F PA R K I N G I N T E R I O R A R E A C A L C U L A T I O N S 20' UTILITY EASEMENT 20' UTILITY EASEMENT SE T B A C K S : FR O N T : 2 5 ' SI D E : 1 0 ' RE A R : 2 0 ' MA X . B U I L D I N G H E I G H T : 3 5 ' EXISTING TRE ES WITHI N R/ W EXISTING WATER MAIN GRACE BAPTIST CHURCH TRUSTEES 1401 NORTH COLLEGE ROAD WILMINGTON, NC 28405WILMINGTON CHRISTIAN ACADEMY THOMAS CONSTRUCTION GROUP 1111 MILITARY CUTOFF RD. #191 WILMINGTON, NC 28405ADW ARCHITECTS 101 W. WORTHINGTON AVE #270 CHARLOTTE, NC 28203OWNER:ARCHITECT:CONTRACTOR: FO U N D A T I O N PL A N T I N G AR E A NE W WM NE W WA T E R SE R V I C E NE W FI R E LI N E RE L O C A T E D WA T E R L I N E (C F P U A ) CO U R T Y A R D NO T E S ; 1. E X I S T I N G C O N D I T I O N S A N D T R E E S U R V E Y O B T A I N E D F R O M ' A S - B U I L T ' S U R V E Y B Y HA G G E T T E N G I N E E R I N G A S S O C I A T E S , I N C . CA M A L A N D U S E : T R A N S I T I O N A N D C O N S E R V A T I O N A R E A NO NAINTXAHTORLROCANBKARFJ.390 R RE Q U I R E D P A R K I N G : CH U R C H : 9 0 0 S E A T C A P A C I T Y S A N C T U A R Y RE Q U I R E D @ 1 S P A C E / 4 S E A T S = 2 2 5 S P A C E S M I N HI G H S C H O O L : 1 7 5 S T U D E N T E N R O L L M E N T RE Q U I R E D @ 1 S P A C E / 1 0 S T U D E N T S = 1 8 S P A C E S 40 C L A S S R O O M S + 4 A D M . O F F I C E S + 1 S P A C E / C L A S S R O O M = 4 0 S P A C E S + 1 S P A C E / A D M O F F I C E = 4 S P A C E S EL E M E N T A R Y / J R . H I G H : E X . 4 0 C L A S S R O O M S + 4 A D M O F F IC E S D T AD D I T I O N A L P R O P O S E D : 1 2 C L A S S R O O M S + 1 A D M O F F I C E TO T A L : 5 2 C L A S S R O O M S + 5 A D M O F F I C S RE Q U I R E D : 1 S P A C E / C L A S S R O O M & A D M O F F I C E + 1 0 A D D I T I O N A L S P A C E S TO T A L : 5 2 + 5 + 1 0 = 6 7 S P A C E S M I N . RE Q U I R E D S I T E P A R K I N G = C H U R C H ( 2 2 5 S P A C E S ) 37 2 0 3 1 4 9 0 0 J 4 0 3 - 0 6 PROPOSED 5' SIDEWALK HC RA M P HC RA M P HC RA M P HC RA M P HC RA M P HC RA M P HC RA M P PROPOSED 5' SIDEWALK 4/06/16 EX F H EX F H 1 REVISE PARKING - LANDSCAPE 5/18/16