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HomeMy WebLinkAbout98-09, 11-8-07 Oversized PlansCOASTAL MARSH LINE TABLE "iCM1' LINE LENGTH BEARING LINE 1 CM1 OPL 24,50 N54' 14 20"W 1 CM2 1CM2 12.86 S81'03'59"W 1CM3 1CM3 19.65 S70'17'16"W 1CM4 1 CM4 20.87 S56°04'23"W 1 CM5 1CM5 20.35 S62'53'34"W 1CM6 1CM6 21.86 SO4'11'10"W 1CM7 1 CM7 11,76 S60'43'19 E 1 CM8 1 CM8 26.31 S62' 13'19 E 1 CM9 1 CM9 19.23 N80'00'05"E 1 CM 10 1 CM 10 28.59 N72' 13'46 E 1CM10 OPL COASTAL MARSH LINE TABLE 3CM' LINE LENGTH BEARING LINE 3CM5 18-01 N13'13'58"W 3CM6 OPL 3CM6 22.31 N524232W ®PL OPL COASTAL MARSH LINE TABLE 2CM' LINE I LENGTH BEARING LINE 2CM1 OPL 44,89 S46'1634W 2CM2 2CM2 19,94 S12'02'42"W 2CM3 2CM3 15,13 SO4'22'02"W 2CM4 2CM4 26.53 S0072524 E 2CM5 2CM5 20.30 S20' 16'49 E 2CM6 2CM6 10.51 S89'35'09 E 2CM7 2CM7 13.70 N55'58'12"E 2CM8 2CM8 34.45 S60'13'14E 2CM8 OPL 2' woterword } } } N -5_ s Area g. n shoreline s'S 44.51` BULKHEAD DETAIL N. T.5 Imnerviners Surfnre Itemization. JEAN C. LEOHMANN DB 1683 PG 330 TAX ID: 7-103-096 / WETLANDS ,r A, A, A, AL PROPOSED BULKHEAD �F' y Basin Information Drainage Basin - Pond 1 Drainage Basin - Pond 2 Drainage Basin - Pond3 Fringe Basin TOTALS Receiving Stream Brices Creek Brices Creek Brices Creek Brices Creek Receiving Stream ClassC, CSw, NSW C, CSw, NSW C, CSw, NSW C, CSw, NSW Drainage Area 381,388SF/8.755Ac. , 475,622SF/10,919Ac. 95,671SF/2.196Ac. 504,401SF/11,579A� 33.45Ac. Existinq Impervious Area 0 1 0 0 0 0 Proposed Impervious Area 190,925 SF/ 4.383 Ac. 212,135 SF/ 4.870 Ac. 37, 765 SF/ 0.87 Ac. 1,000 SF/ 0.02 Ac' f0, f43 Ac. Impervious Area 50,00 % 44.60 % 39,50 % <1 % 30.32% Impervious Surface Area Drainage Basin - Pond 1 Drainage Basin - Pond 2 Drainage Basin - Pond 3 Frin a Basin On -Site Buildings Lots 138,725 SF/ 3.185 Ac. 147 675 SF13.390 Ac. - 1 000 SF/ 0.02 Ac. 6,595Ac. On -Site Streets 46,728 SF/ 1.073 Ac. 58,132 SF/ 1.335 Ac. - - 2.408 Ac. On -Site Parking 37 765 SF/ 0.87 Ac. - - 0.87Ac. On -Site Sidewalks 5,472 SF/ 0.126 Ac, 6,328 SF/ 0.145 Ac. a27f Ac. Other On -Site - - - Off -Site - - - - Total 190,925 SF/ 4.383 Ac. 212,135 SF/ 4.870 Ac. 37, 765 SFi 0.87 Ac- 1, 000 SF/ 0, 02 Ac. fO. f43 Ac. Information Provided By ProjectAvoAs Engineer -� FNTF o t p C a OF t NF < _h : - � 4 ., .SLIPS � 24 :. l 'S x40 ? KFINGERt �, __. � 2 FINGER '.CrS: 5 x40 . �...,,. r:. ...,. 1 PIERIVIAl KWAY 3x40 1 PLATFORM 400'x8' r` c l u b(� = :. qVNI < " "i �,�•� 01, t { BULKHEAD ` r-- Linear Feet: 6,964 { 77 s s. 4 a � _ C y DOCK— - N , JAMES ARTHUR Jr & LINDA ARTHUR DB 1881 PG 6 TAX ID. 7-103-7001 58 SLIPS: 12'x3O' "" y' 2 SLIPS: 8'x30' �. 27 FINGER PIERS: 3'x30' �' t 4 FINGER PIERS 5'x30' 5 PLATFORMS: 250'x8' �. 6 165'xB'- �3.4 155'X8 a �" ! _ . 2 260'x8' \ a 8 180'x6'— TOTAL: 1010'� m m � 3 ro NMI 1 , 8 f „{ % 14 - AL s , DOCK—C F 16 SLIPS � 12'x30' 3 FINGER PIERS: 3 x30 2 FINGER PIERS: 5'x30' 2 PLATFORMS 223'x8' 40 x6 PROPOSED BULKHEAD Ol , �fETtANOS x 50' Nauss Riwv , 4y t � 805in Buffer tinl •.•: BRANDI N. RICHARDSON ---- �r DB 1962 PG 280 { . I I TAX Q 7-103-217 k UTCUAvoEN EBBIE HOWARD GUY M. ARTHUR Jr DB 2319 PG 109 & TERESA B. ARTHUR TAX 0: 7-103-122 DB /881 PG 618 TAX ID: 7-103-7000 01et o \ \\\\� 1 l 110,,,,, �e� c Foote \ ; =o :oF E S S f o�•• �: SEAS _ James City - _ = _ _ = : <- L-357573 �'' ' �G 9tiD SUR`1�4 • ����` griceSRd Craven giINE\\\\\\.. Creek County a a� o Regional -I Airport n N � L CO PROJECT SITE�Ucc 0 � rn N r•7 VICINITY MAP NOT TO SCALE Legend FLOOD ZONE DETERMINED AE WETLANDS r COASTAL MARSH NWL NORMAL WATERLINE PROPOSED BULKHEAD NOTES: —Wetlands provided by Avolis Engineering. —Flood zone provided by Avolis Engineering.. QD � C) � � I O C) O O m O Cl- = CL Y Q v ZE ot Q Q Cl— co 00 Q) N W 0 O U •� Cr_ O Z Q) Q Ln 00 O v7 Z REVIEWED BY.• PARTY CHIEF: D.B Floyd DRAWN BY M.A. W SCALE. • 1 "--100, DATE: 1118107 PROJECT No.: 07632 DRAWING NAME: ACAD—EXHIBIT SHEET.• 1 of Pt \ 07632 \ d wg \ Perr11 t, d wg 0412712007 09,1549 AM EDT Scale: 1 "--100' 100' 50' 0' 100' 200'