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Home My WebLink About199-87 Oversized Plans--I ENTRANCE DRIVEWAY 2234 SF .05 AC ALS CL B-1, 0' 25' 50' 100 E I SCALE: 1 = 50' 1" = 50P --------------- LU L0 00 __j 'a 1 0) M 11 1� A 2006 PAVILLION 65X30'±X-- GAZEE130 27.5'X27.5' EX TIKI BAR 24X40' al NEW BATHRQQMS 15.3'X25' ROOF AREA 4640 SF .11 AC 5000 sf (.11 ac) to basin B3 BATHROOM j�A 49.76'x29.67' Covered1 476 sq *Pft'"02012 impervious roof area To Basin B3 (From GUARD SHACK 0' Fu#ure 30Lt0 sf 220 SF ROOFLINE (.01 oc) N, Oil to Basin BI FUTURE COVERED EVENT DE SIMILAR TO HARBOR TENT W/SIDE BLDGS 8 5220 SF IMPERVIOUS 5 + 3485 SF ALLOWABLE TO BASIN B5 FOR WALKAROUND AND CONNECTIONS TO BOARDWALK PREP/STORAGE BLDG-j ONE 20'X20' FUTURE BLDG or TWO 12'X12' IN SMALL STRUCTURE AREA OF B4 W% oe 601 V40,11 o 4-40' Lu, Sprint<kered, 401 MO non Needs to also FUTU WI-1;h comply - VitIaLge X TOWER N % IN SMALL STRUCTURE AREA OF Fw__Me� 1*00-41 loot ' 40'X60'WOOD DECK EXTENSION WOOD DECK WALKAROUND Ig __ "'ZI -'-- - r-11-14 2000 roof sf (.05 ac) to basin B2 2000 roof sf (.05 ac) to Basin B7 4, SHOALS CLUB F.F.E. mo' 8200 SF ROOF AREA .18 AC 49.76'x29.67' Covered Pergola (2012) + 1476 sq ft impervious roof area 4 TwPo2 x1 2' Roof Area Sheds CAMA#199-87 L.O.R. 7-23-07 288 SF ROOFLINE 4j',30,V-1236 SF (Re.-nainder Rooffine) FUTJRE CLUB EXPANSION (rotrited & aligned to existing Gozeebo 4-20-15) MAIN POOL IMPERVIOUS DECK 10,000 SF to Basin B3 .23 AC WADING POOL IMPERVIOUS DECK 1,641 SF Say 2000 SF to Basin B4 05 AC CURVE TABLE CURVE LENGTH RADIUS DELTA BEARING CHORD C1 37,68 54,00 39*58'39'S79*42'18'E 36,92 C2 3,23 34,00 56*00'21' N52*18'12'E 31,93 1 APPROVED CAROLINA ENVIRONMEN BAN. GEMEN T COMMISSION 6t,ka �sc� �I ilk 10 S1 T, E T t- VICIN.TY MAP� BALD HEAD ISLAND BRUNSWICK COUNTY, NC (N-OT TD SCALE) BUILT UPON CALCULATIONS No Change IMPERVIOUS AREA BUILDINGS 0.65 AC STREETS 0.15 AC PAVEMENT/PARKING 0.44 AC SIDEWALK 0.02 AC OTHER: pool deck, future 0.53 AC TOTAL IMPERVIOUS 1.79 AC TOTAL AREA 7.79 AC IMP % 23.0% Revision Dates REVISED 03-06-06 R1 add 1476 sf covered pergola REVISED & two 144 sf sheds in basin 1-12-12 b3, reduce size of future 3000 sf blda roofline Removed B7 Existing,renamed REVISED B7&B8 Future as 87 & 88 4-20-15— 11, Rcil-r_-5'ad B3 1236 sf roofline Minor non SW Updates �%t ktW;111,j i" '0 "0 I'Sssl&.� 41, & SEAL _20-K 15684 AIGIN Bruce Marek, P.E. P.O. Box 3069 Bold Head Island, North Carolina 28461 FOR: Bald Head Islan Planning Depti legend added/changed items ma"mimmommenowswum future buildings infiltration basins existing pool deck drains 'J 0 CAPE FEAR STATION SHOALS CLUB—REC 3 SHEET: REC 3A an ot rmwa.er Ion Revision SW8-980920—MOD & K CAIA 199-87_[j6c[�-.,Qv UPDATES/REPLACES � ii - Ely: 1-20-12 APPROVED SW DRAWIN�� BMPE REC 3A 1-12-12 SHEET :REC 3A 3- PVC SLEEVE W/CAP SLOPED DOWN 1/4" PER FT TRANSFORMER PAD EC 7.45' DESIGN BASIN STORAGE OP EL. 7.45 LIP FOR GRATE EL. 7.10' PICKUP vE CONCRETE SAND OR GRAVEL .TTOM._ E�EV_ 5.4� TRENCH DRAIN DETAIL AT PICK UP TUBE 10' CONCRETE SLAB BA CONCRETE SLAB #5 ROD MAT. #5 ROD MAT. 12" O.C. EACH WAY 12a O.C. EACH WAY DESIGN BASIN STORAGE r-LIP FOR U.S.FOUNDARY #8195 GRATES S O'er 90M IrROW-BMG. TOP EL. 7.45' DOWN FROM AD 7.10 7.10 CONCRETE 2e CLEAR - / 8O OM EV & 2 FT+ ABOVE GROUNDWATER I TYPICAL TRENCH DRAIN DETAIL DRAINTRENCH AT i,D PERMITTED INFILTRATION ------------ f r PAVILLION---\ T20{i5 Pr P,A1lVryE' I1A ! 14!x1 W=2240, F RM TTED \ 44' X 86 BUIt 150,SF FUTURE f Sf PAVEMENT/PARK NG `---\ r TWQL jZk12'SE-R0,F AREA SHEDS cAnnA # H Z re 7-2 -z007 Lo CHANGE To P NT STrRU - RES, r=' SUBTRACT FR 000 S Rr= BL.D - FUTURE CLU PAN ION WAS 000 S z O L I E - 147E SF COVERED BOLA (2012 PROJECT) 55 SF SH = 155 SF FUTURE a ANAL ST URE TO MEET CAIMA SMALL ST TURE 5000 SF MAX BUILOrN EA) Rotated andAlignedi y 4- 0-15 t to with existing g e b0. ��y Aft � ti 59 ®00) w 9� �tt1f. � �k Ci 0 '_o i f 0 IL 0' 00 t 501 Nlff' \_ % Ya' ,. r i s r 0 'ITT 0 q _ . I r 4t �.a *) , L*ALV;,. Eire APW 15 's ' 3t 15 F � W F"* M 9i 'm CURVE TABLE CURVE LENGTH RADIUS DELTA BEARING CHORD C1 37,68 54.00 39"5839' S79'42'18"E 3632 C2 33,23 34,00 56"0021' N52°18'12"E 31.93 LINE TABLE LINE LENGTH BEARING L3 9.67 9 " L4 21,10 . � " L5 14,56 S59°42'59"E L6 14.89 82a4 , "W 0 91 DRAINAGE IV A I �r r$i BASIN I IMPERVIOUS SB 1# RAIN ST®RAGE.... BASIN BASIN SF ACRES SF ACRES VOL Re d VOL Provided B1 2610 SF .06 2500 SF .06 ac 198 CF 208 CF B2 34580 SF 80 1773 SF .50 ac 1778 CFR SHOALS "9 MIN B3 31500 SF .72 21700 SF .50 ac 2126 CF 2280 CF B4 22650 SF 52 4785 SF .11 ac 453 CF 650 CF 85 12980 2 80 SF 3 0 8705 SF .20 ac 707 CF 800 CF B6 10020 SF .23 3070 SF A7 ac 272 CF 360 CF B7 10450 SF .24 8270 SF ,19 ac 664 CF 715 CF B8 1 850 1 SF ,27 2 000 SF A5 ac 199 CF 300 CF INFILTRATION BASINS BASIN IMPERVIOUS SB 1 RAIN STORAGE BASIN LENGTH OTTOM BOTTgM AREA DEPTH BE3TTOM EL SIDE DRAWDOWN B1 CONCRETE OPEN TTCIM T EN ► 27' 2' S4 SF 2,45' S,70' P ,��1 t1 1.84 hrs B2 V ET T SWAL 31,1V SIDE SLCIPES_ N SHOALS CIRCLE BASIN SEE SHEET SCIRCLE 0.72 hrs B VEGETATED WAL 3HTIV SIDE SLOPES 60' 13' 780 SF 2.00' 5,50' 3H,1V` 1.64 hrs B4 VEGETATED SWAL 3Ht1V SIDE SLOPES 26' 22' 572 SF 1,00, 5.75' 314,Iv 0,48 hrs BS V A D SWALE 3H,1V SIDE SLIIPES 100' 5' 500 SF 1,00' 15,00' 3H,1V 0.85 hrs B� VEG A ED SWALE 3H4V SIDE SLOPES 40 6' 240 SF 1.00' 8.00' 3Hf1V 0.69 hrs B7 ATED 3-WALL WOOD RETAIN WALL 110' 5' S4 SF 1,00' 11,00' uERr SIDE 1 0,74 hrs Be V META ED SWALE 3H+1V SIDE SLOPES 50' 3' 150 SF 1,00' 15,00` 3H=Iv 1 0,79 hrsli DE SIGN DEPTH SEE CHART " ELEV -SEE CHART y NATURAL GRAS3 AND SAND INFILTRATION BASIN TYPICAL CROSS SECTION SEE CHART FOR LENGTH REQUIRED. (CAN BE SPACED AROUND EXISTING VEGETATION) TOP WIDTH -8' OESIGIV DEPTH --- I' GRADE SLOPE TO QASIN v ELEV AT BASIN 6.5' :. L <... e0177TOM WIDTH - 2' N G A N SAND CONVEYANCE SWALE TYPICAL CROSS SECTION IN BASIN B3 FROM POOL UNDEDECK DRAIN PIPES TO INFILTRATION BASIN B3 APPROX LENGTH = 85' DESIGN DEPTH I' r• AP s �M A,� },7NA. ENVIRONMENT :•� ,y OMMISSION NATURAL GRASS AND SAND INFILTRATION BASIN CROSS SECTION AT BASIN 0- WITH RETAINING WALL 11HOEN/IFS PARKING LOT IS E: ANDED 0 BUILT UPON CALCULATIONS No Change IMPERVIOUS AREA BUILDINGS 0.65 AC STREETS 0.15 AC PAVEMENT/PARKING 0.44 AC SIDEWALK 0.02 AC OTHER; peal deck, future 0.53 AC TOTAL IMPERVIOUS 1.79 AC TOTALAREA 7.79 AC IMP % 23.0 % Revision Dates 00 s two 144 sf shedst b3, reduce size of future bid roofline Y► Future as . NAinor non SW Updates Bruce Marek, P.E. P.O. Box 3069 Bald Head Island, North Carolina 2846 10 -2484 R Bald Head Island Planning Dept. legend added/charged items future buildings infiltration basins >a�riw��famfinleNf existing pool deck drains CAPE FEAR STATION SHOALS CLUB-REC 3 SHEET: RFC 3 B � � orrr�.,w a, e r r ion r� i �SW P�I-gevi�io�n_ L 2Q. 201 bit Ed�r� UPDATES/REPLACES , j • i ,1 APPROVED1-20-12 i SW 1rr j _.,t i �, BMPE ~ 31 l�. - I - LA.J LLI 16 ram. LL, ------------ ---------- u 49HOA1.49 CLUAG=REC 3 0' 15' 30' 60' SCALE: 1 30' 1)2 = 301 L� SITE VICINITY MAP, BALD HFAD ISLAND BRUNSWIC-K COUNTY, N (NOT TO S(-'A'-D ewoo� BUILT UPON CALCULATIONS IMPERVIOUS AREA BUILDINGS 0.65 AC STREETS 0.15 AC PAVEMENT/PARKING 0.44 AC SIDEWALK 0.02 AC OTHER: 2ool deck, future 0.53 AC TOTAL IMPERVIOUS 1.79 AC TOTAL AREA 7.79 AC IMP % 23.0 % � V:IDATE OF 1 2 —06 Revision Dates U'BMITTAL corrections per dear 03-06-06issue- comments; added sheet C for larger scale of basins; plus added 3000 sf bldg in 133; made B8 from 135; added 2000 sf tower +walkaround in [38; showed future storage shed in b4 add 1476 sf covered pergola REVISED & two 144 sf sheds in basin 1-12-12 b3, reduce size of future 3000 sf b1da roofline Ikernoved 87 Existingrenamed: 87&B8 Future as B7 & B8 Rotated B3 1236 sf roofline Minor non SW Updates Bruce Marek, P.E. P.O. Box 3069 Bold Head Island, North Carolina 28461 �21Oi,.222—L2484, rp FOR: Bald Head island Plan.ning Dept.