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HomeMy WebLinkAbout124-05 Oversized Plans 02/17/0412 A , Q)y t DARE COWrr WARP OF 5XICA TION 041WrE0 "PPLE 5CHOCU 1 sr ZOW B-2 epc El a -5/0 6/1 F6 14-1) PEDESTRLAN WETLANDS AREA PROPOSED FOR FILL (0.095 ACRES) WAT-IrW AN - AREA PROPOSED FOR EXCAVATION TO CREATE STORMWATER RETENTION PONDS 1LL EXISTIN3 BUILDING NOTES: 117.75 SF WITHIN AEC L TOTAL SITE AREA: 940,781 SQ.FT. (21.6 AC.) I:L TOTAL AREA OF UPLANDS: 609,957 SQ. FT. (14 AC.) i_ TOTAL AREA OF WETLANDS: 330,824 SQ. FT. (7.59 AC.) J#_L TOTAL AREA WITHIN 75' AEC: 218 t LL 1 1732 SQ. FT. TOTAL BUILDING COVERAGE WITHIN AEC: 38,699 SQ. FT. L�L_LLJ t ULLt TOTAL PAVED AREA WITHIN AEC: 12,355 SQ. FT. I iU-LL: �LLL TOTAL IMPERVIOUS AREA WITHIN AEC: 51,054 SQ. FT. (23%) �LLL TOTAL IMPERVIOUS AREA OF RESIDENTIAL LOTS NOT TO EXCEED 30%. 4"U'U'L TOTAL LINEAL FEET OF PROPOSED BOARDWALK: 2,447 FT. (8' FT. WIDE) PROPOSED CATCH BASIN Ow.)is TOTAL AREA OF GAZEBO PROPOSED: 1,617 SQ. FT. I / TOTAL STORMWATER IMPOUNDMENT AREA: 12,302.5 SQ. FT. It:# ALL 4 NO PROPOSED I i LI 9 CHANGES TO EXISTING SLIPS. EXISTING SLIPS S SHOWN / "I I I - LEGEND 30 FEET VEGETATIVE BUFFER 0 Us a "Kill, I'll, N 75 FEET CAMA AEC BUFFER WETLANDS SERVICE EXISTING POND -7 • EASEMENT s 7u 142,4215,-. LLVIN6 J 22 Lot, 7,500 S F sn -560 S.F. 1�qt 2-0 7, IISFwl "SF" 7,500 S.F. db jr "SF" 4 5 1 "\'- I 2 3 7500 S.F. 7 0 SFo CP 0 Ab 74`4 `44 LC ED -yp) p=11D A Lit (I TER Sx,(Typ.) 159 158157 _4� 171 16 168 166� aS 171, 114 173 S* LLLL a 4 PROPOSED 0 L 4. PM SITM�M 7 L;LLLV' '2 J12 _ND6�_4 4 rMi tttt,�nrl�rui,r�i® 51 L .7 10,000 S.F. _6ft J(N 18 Cor 1 15 14 12 1 10 9 13 w 9, 13 12 i t 176 5 1 t 16, 15 14, '\; 6 77 3 K, OSLLJULiChiEAD 178 5 ------- — ------- - - PROP T_ PARK EASEMENT 30 WDE PUBLIC STCRAKI IQ) 7 WALK wop�_± 11 8 7 11 WIDE IBM i' LEVAT 5 C6 9 '1'1� 8 - ­4 U 1 4 3 179 U 2 180 Lj ID 2 1181 f___ 6 30' VEGETATIVE BUFFER 30' WIDE PUBLIC PARK EASEMENT (TYPICAL) 'IF 9 — — — — — — — _j — 182 'qv 9 10 10 l it 49 47 648 0 I t o r 46ti C 4,5 6 40 6 .,42 6 43 44 41 39 83 a 37 038 w 0 36 G 4 0 6 33 634 35 i , __ 0 32 DRIVE 0 5 0 3 0' WIDE PUBLIC PARK 0 30 0 31 6 27 0 28 29 re 50 6 26 1 5 EASEMENT (TYPICAL) 23 6 24 25 M 20 21 6 22 186 6 fL 13 51 7 52 jRtS L6 5paces) 0LL 187 'fro EXI51 t4r, PARKIN6PROPOSED WETLANDS FILL OF 0.095 ACRES FOR ROAD CROSSING8, oz: 4 L L min R� a! m G�Wm! mini Wails 53 t to 1, 2 _t L, SEPARATE NATIONWIDE 14 FILL PERMIT APPLICATION WILL BE FILED. 189 j 9 FUEL PUMPS and 54 a EXISTING r3 14 15 4 SEWAGE PUMP OUT ULKHEAD PROPOSED MITIGATION FOR WETLANDS FILL —CONTRIBUTION TO ECOSYSTEM 16 0 17 6 18 10 a 55 ENHANCEMENT PROGRAM (EEP). o A" 56 APPROXIMATELY FOUR FEET OF MATERIAL WILL BE PLACED OVER L27 Olt 94193 It a - Typ 191 19 a ±14 ACRES (ENTIRE UPLANDS AREA OF SITE) LESS THE AREA 57 All, wwooj 58 EXCAVATED FOR THE STORM WATER RETENTION PONDS (90,364 cu. yds) --­------------ L24 ------- EXISTING BUILDING SQUARE FOOTAGE WITHIN 75' AEC=1,736.65 SF 59 jAREA 1,364 dl STORAGE �LLLI 60 L ENLARGED DETAIL SHOWING AREA OF SECTION 404 WETLANDS PROPOSED FOR FILL ELEVATOR 6 C g, PROPOSED r r ------ PILE SUPPORTED STRUCTURE 62 8 NORMAL WATER LEVEL 9 1,618.9 SF WITHIN AEC im AiL JII, L9 L10 AL t PROPOSED BULKHEAD -AL ARLE4 I L 7 0 Oq ACRE AREA TO BE FILLED AGRE COASTAL WETLAND LIMIT APPROX.1 AGREED 4- Li AGREED TO BY CAMA 7/13/0 FOR ROAD CR05_54NC7. I# M NA 7YOWDE 14 1 1 U ........ -------------------------- ---------- -7 ; LILI All, PROPOSED CATCH 1 4& BASIN (TYP.) I Lill- JI 1" *11#1 FR0P0SED -4 PARCEL 1 Li (08 402, PG 202) ......... . ........... 75' CAMA AEC ................. 4r# IU VLLE STREET it hu GREN kETLANL?5 o -------- ------- - ....... ............... ......... ......... COASTAL MARSH Z dw, ....................................... 40-4160A5TAL CONFIRI-EP BY V5ACE JAN 2003 ILI J A14 5.1=. 06.40 AC) Li dL z Z LJ L, U . caotkSTAL )*nA#M LOE C4MW6W Or "A dN OMtW 'o"Y041, AREA(AV <9 LIO — -- — -- FOR ROAD 5ACRE 11E�CFAIP4— THIS AREA, PURSUANT TO ONSITE MEETING 7H M 77bW F WITH MANTEO OFFICIAL, SHALL BE VEGETATIVELY 'ROA D-S1301B P-"t.CF3L ENHANCED TO SHIELD/BUFFER RESIDENTIAL LOTS ON GRENVILLE STREET FROM VEHICULAR 43,586 1 sif. 0.00 'AC.) TRAFFIC ALONG UPPGWOC STREET .24' 'X I L4 L3 L2 Li ±67 "TRADE TO COLLEGE OF A1.13EMARLE ------------------------------------------ ------------ .......... A ------------------------------------ A ------------ ------------- A L5 A ±576.31' -------- STMT - - ------ - ---- ---- 30' VEGETATIVE BUFFER I GRAPHIC SCALE NIF .......... ------- 5TVOL R1-55 M/P so 0 50 100 NIF MEN t JOAN B. R055 LUTHER H. DAAEL5 I P,ArE. HOLLOkELL JR. NIF N/F NIF 6 O-XWI MB 0120, PC7 000q1 JAW TATE (DO 1322, F19 172) HEL L-W E. DANIEL. 5 DONNA M. HOLLOP ELL RA)E. HCUOkE LL _R M Dfi9RA T JONE5 HIP 9Aw camm&TON 9A wD FARROW NIP Daamr o?EEF JOHN E. DIXON I zow B-2 1 &W B-2 wz P6 /70) ZOW BL-2 ZOE B-2 (08 0/0, Pr- 02-27) IN (DO 0&41, Fr, 0200) Lvtm bvUokELL OB 1120, P6,0136) Of) 1406 P6 163) OB 14m, F16 16N offiq F15 91m) OB 1316, F157 317) ZONE ( ZOW B-2 (L2B 062-2, F6- 0141) ZONE 3-2 z5*Ea_2 ZOW B-2 zcw 0_2 ZOAF B-2 I inch 50 ft ZOW B-2 CILAWING FILE: KETCIJ PLAN S=100'1 PLOT SCALE: 1" NORMAL WATER LEVEL 1AY C-5 Uo Z CD Z z Ln zto N z t OP4 Z V) ty 0 co-) rA z tow z 3 z Z LJ Ld En z 0 to w ) IL-t '1,.l , o 5