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Home My WebLink AboutTRC Plan Set Submittal 2022TEL 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+97.81 RIM = 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 " P V C S S SS 6" PVC 6" PVC c/o c/o6" 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/oc/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. 143MECH./ 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 107CORR. 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 P 295' PRO 24" CPP (REROUTED) JB JB 75' PRO 24" RCP WV WV WV WV 516 SF 544 SF 285 SF 420 SF 420 SF 408 SF 813 SF 900 SF 733 SF263 SF 321 SF 271 SF 271 SF 308 SF SIGHT TRIANGLE 10' X 70' (NCDOT) Robertson Fine Arts Building Bus Garage MAIN POND WSE: 17.50 BTM: 11.0 RISER MAIN POND WSE: 17.50 BTM: 11.0 FOREBAY WSE: 17.50 BTM: 14.0 464 SF 1004 SF 320 SF 338 SF 2,223 SF Coastal Land Design,PLLC Civil Engineering / Landscape Architecture Land Planning / Construction Management P.O.Box 1172 Wilmington, NC 28402 Phone: 910-254-9333 Fax: 910-254-0502 NCBELS Firm License No: P-0369 www.cldeng.com 79.16 ISSUED FOR AGENCY REVIEW ONLY PRELIMINARY DESIGN NOT RELEASED FOR CONSTRUCTION167 PARKING SPACES 128 PARKING SPACES 17 PARKING SPACES SITE DATA PROPERTY OWNER: GRACE BAPTIST CHURCH TRUSTEES 1401 NORTH COLLEGE ROAD WILMINGTON, NC 28405 NHC PIN#: R04200-002-016-000 SITE ADDRESS: 1401 NORTH COLLEGE ROAD PARCEL SIZE: 42.44 ACRES ZONING: R-15 LAND USE: CHURCH AND SCHOOL FLOOD DATA: FLOOD ZONE 'X' FEMA FLOOD MAP BUILDING DATA TOTAL NUMBER OF BUILDINGS: 6 BUILDINGS BUILDING AREA: 86,983 SF PARKING DATA - MULTI USE CAMPUS TOTAL EXISTING SPACES: 403 SPACES SEE DEMOLITION PLAN FOR IMPERVIOUS REDUCTIONS BUILDING EXPANSION DATA EXISTING BUILDING SQ. FT. = 86,983 SF PROPOSED EXPANSION = 25,195 SF EXPANSION PERCENTAGE = 29.0% TOTAL BUILDING SQ. FT. = 112,178 SF STREET YARD CALCULATIONS STREET YARD LENGTH = 775 LF - 91 LF (DRIVEWAYS) = 681 LF EXPANSION LANDSCAPE REQUIREMENTS STREET YARD FULL WIDTH WITH FACTOR X12 18' MAX AND 8' MIN. INTERIOR PARKING AREA = 6% REQUIRED TREES PER PROJECT ACRE = 15 FOUNDATION PLANTING 12% - BLDG SIDE REQUIRED STREET YARD AREA = 681 LF X 12 = 8,172 SF STREET YARD -A STREET YARD -B STREET YARD -CSTREET YARD -D STREET YARD -A = 2,866 SF (18' WIDE) STREET YARD -B = 3,893 SF (18' WIDE) STREET YARD -C = 3,955 SF (13' WIDE) STREET YARD -D = 347 SF (13' WIDE) TOTAL STREET YARD = 11,061 SF STREET YARD 775 LF FOUNDATION PLANTING AREAS PARKING LOT AREA = 133,919 SF REQUIRED INTERIOR @ 6% = 8,035 SF PROPOSED INTERIOR ISLANDS = 18,243 SF 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 TOTAL PROPOSED SPACES: 430 SPACES REQUIRED ADA SPACES: 9 SPACES PROPOSED ADA SPACES: 10 SPACES BUILDING HEIGHT = 12 FT REQUIREMENT: LT X HT X12% EAST SIDE 74'X12'X0.12 = 106 SF PROVIDED = 388 SF WEST SIDE 61'X12'X0.12 = 87 SF PROVIDED = 335 SF SOUTH SIDE 180'X12'X0.12 = 259 SF PROVIDED = 1,200 SF PARKING INTERIOR AREA CALCULATIONS 20' UTILITY EASEMENT 20' UTILITY EASEMENT SETBACKS: FRONT: 25' SIDE: 10' REAR: 20' MAX. BUILDING HEIGHT: 35' EXISTING TREESWITHIN R/W EXISTING WATER MAIN GRACE BAPTIST CHURCH TRUSTEES 1401 NORTH COLLEGE ROAD WILMINGTON, NC 28405 WILMINGTON CHRISTIAN ACADEMY THOMAS CONSTRUCTION GROUP 1111 MILITARY CUTOFF RD. #191 WILMINGTON, NC 28405 ADW ARCHITECTS 101 W. WORTHINGTON AVE #270 CHARLOTTE, NC 28203 OWNER: ARCHITECT: CONTRACTOR: FOUNDATION PLANTING AREA NEW WM NEW WATER SERVICE NEW FIRE LINE RELOCATED WATER LINE (CFPUA) COURTYARD NOTES; 1. EXISTING CONDITIONS AND TREE SURVEY OBTAINED FROM 'AS-BUILT' SURVEY BY HAGGETT ENGINEERING ASSOCIATES, INC. CAMA LAND USE: TRANSITION AND CONSERVATION AREA NO N A I N TXA HTOR L ROCA N BKAR F J . 390 R REQUIRED PARKING: CHURCH: 900 SEAT CAPACITY SANCTUARY REQUIRED @ 1 SPACE/4 SEATS = 225 SPACES MIN HIGH SCHOOL: 175 STUDENT ENROLLMENT REQUIRED @ 1 SPACE/10 STUDENTS = 18 SPACES 40 CLASSROOMS + 4 ADM. OFFICES + 1 SPACE/CLASSROOM = 40 SPACES + 1 SPACE/ADM OFFICE = 4 SPACES ELEMENTARY/JR. HIGH: EX. 40 CLASSROOMS + 4 ADM OFFICESDT ADDITIONAL PROPOSED: 12 CLASSROOMS + 1 ADM OFFICE TOTAL: 52 CLASSROOMS + 5 ADM OFFICS REQUIRED: 1 SPACE/CLASSROOM & ADM OFFICE + 10 ADDITIONAL SPACES TOTAL: 52 + 5 + 10 = 67 SPACES MIN. REQUIRED SITE PARKING = CHURCH (225 SPACES) 3720314900J403-06 PROPOSED 5' SIDEWALKHC RAMP HC RAMP HC RAMP HC RAMP HC RAMP HC RAMP HC RAMP HC RAMP HC RAMP PROPOSED 5' SIDEWALK 4/06/16 PP PP B-1 EG: 20.0 SHWT: -24" 75' PRO 30" RCP @ 0.75% DROP GRATE 14 RIM: 24.80 INVO: 21.36 (N) CURB INLET 15 RIM: 25.8 INVI: 20.81 (S) INVO: 20.56 (N) CURB INLET 16 RIM: 25.90 INVI: 21.18 (S) INVO: 21.18 (N) DROP GRATE 17 RIM: 25.9 INVI: 21.76 (S) INVO: 21.76 (N) DROP GRATE 18 RIM: 25.9 INVO: 22.55 (W) DROP GRATE 20 RIM: 25.8 INVI: 21.73 (S) INVO: 21.48 (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) 210' LF 24" CPP @ 1.25% DROP GRATE 1 RIM: 23.80 INVI: 19.52 (S) INVI: 17.32 (E) INVO: 17.32 (W) INTERCEPT DROP GRATE BOX 2 RIM: 23.80 INVI: 20.48 (NE) INVI: 17.63 (E) INVO: 17.63 (W) BYPASS: 18.59 (SE/NW) DROP GRATE 13 RIM: 24.80 INVO: 21.51 (NE) DROP GRATE 11 RIM: 23.80 INVI: 20.47 (S) INVI: 20.07 (W) INVO: 19.82 (N) DROP GRATE 12 RIM: 23.80 INVI: 20.48 (S) INVO: 20.48 (W) YARD INLET 10 RIM: 24.9 INVO: 21.62 (SW) CURB INLET 3 RIM: 25.2 INVI: 20.41 (SW) INVI: 18.21 (E) INVO: 18.21 (W) CURB INLET 4 RIM: 25.2 INVI: 21.04 (S) INVI: 19.06 (W) INVO: 19.06 (E) CURB INLET 19 RIM: 25.5 INVI: 21.21 (S) INVO: 21.21 (N) DROP GRATE 5 RIM: 25.6 INVI: 19.88 (N) INVO: 19.38 (W) DROP GRATE 6 RIM: 25.5 INVI: 21.48 (N) INVI: 20.13 (NE) INVO: 20.13 (S) YARD INLET 7 RIM: 25.5 INVI: 21.74 (SE) INVO: 21.49 (SW) YARD INLET 8 RIM: 25.6 INVO: 22.24 (NW) YARD INLET 9 RIM: 25.5 INVO: 22.18 (S) 7 7 L F O F 2 4 " C P P @ 0 .5 1 % 60 LF OF 18" CPP @ 0.65% 64 LF OF 15" CPP @ 0.64% 66 LF OF 15" CPP @ 1.56% 50 LF OF 15" CPP @ 1.78% 117 LF OF 24" CPP @ 0.50% 1 6 2 L F O F 7 0 " C P P @ 0 . 5 6 % 170 LF OF 24" CPP @ 0.50%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% 1 3 3 L F O F 1 5 " C P P @ 1 .0 2 % 1 0 8 L F O F 1 5 " C P P @ 0 . 6 5 % 4 6 L F O F 1 5 " C P P @ 1.0 9 % 29 LF O F 18" C PP @ 0.52 % 58 LF OF 24" CPP @ 0.53% NEW DROP GRATE INLET RIM: 25.5' INVO. 19.05 (NE) 5 0 L F O F 2 4 " C P P @ 1 . 2 5 % INV.: 18.02 NEW PAVEMENT (TYP) 2 6 26 26 25 25 25 25 24 2 4 2 4 25 25 24 23 24 2 4 26 26 26 26 26 INV.: 18.58 46 LF OF 24" CPP @ 0.50% JUNCTION BOX 0 RIM: 23.5 INVI: 16.93 (W) INVO: 16.93 (SE) INV.: 16.70 25 24" FES INV.: 12.25 NEW PAVEMENT (TYP) NEW SIDEWALK (TYP) 25,250 SF NEW BUILDING FFE: 26.00 ROOF DRAIN LEADERS TO BE PIPED TO PROPOSED DRAINAGE SYSTEM Coastal Land Design,PLLC Civil Engineering / Landscape Architecture Land Planning / Construction Management P.O.Box 1172 Wilmington, NC 28402 Phone: 910-254-9333 Fax: 910-254-0502 NCBELS Firm License No: P-0369 www.cldeng.com ISSUED FOR AGENCY REVIEW ONLY PRELIMINARY DESIGN NOT RELEASED FOR CONSTRUCTION GRACE BAPTIST CHURCH TRUSTEES 1401 NORTH COLLEGE ROAD WILMINGTON, NC 28405 WILMINGTON CHRISTIAN ACADEMY THOMAS CONSTRUCTION GROUP 1111 MILITARY CUTOFF RD. #191 WILMINGTON, NC 28405 ADW ARCHITECTS 101 W. WORTHINGTON AVE #270 CHARLOTTE, NC 28203 OWNER: ARCHITECT: CONTRACTOR: B-1 HP Jeffrey B. Petroff, PE 12 May 2016 028858 EXHIBIT-2