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HomeMy WebLinkAbout83-1465 - Site PlanPROPOSED VAN / ACCE$SIBLE PARKING ¢11.6 8 11.6 / 10' / CONCRETE CURB ' E +11.7 6" REVEAL 3 �- • 12.0 +11.6 2 +11.6 f . e O S� Y , 4 %00 \ BENCHMARK - PK NAILS SIDEWAL✓� ELEV. = 10.58 (N.G.V.D.) RUN PROM RM 2 o / _ X /27/ PROPOSED VENT PIASSEPARCEL KSORS AP 24 / / PROPOSED D- BOX (H-20) PROPOSED VEGETATIVE SCREENING 4' HIGH x 5' WIDE 4, /A °ROPOSED 2C00 / GALLON PUMP/ v CHAMBER (H- PROPOSED 200.. GALLON SEPTIC p TANK (H -20) PROPOSED 1500 --'' 7, A GALLON GREASE TANK LOT AREA 20,000 SF (H-20) FRONTAGE p 226± FT (DEED) FRONT SETBACK (BUILDING) 30 FT 613 FT SIDE SETBACK (BUILDING) EXISTING AREA OF PAVEMENT �%8 7 CB 20 FT 20 FT MIN SIDE PARKING SETBACK 10 FT 10 FT MIN REAR PARKING SETBACK 10 FT N/A BUILDING COVERAGE 25% (MAX.) 6.4% "10.4+ +11.5 ^ ' 52%' INTERIOR LANDSCAPING TO COMPLY W/SECTION 301.4 WFO G W64 14 +1 HANDICAP PARKING SPACES 1 1 SPOT GRADE -W- WATER -G- GAS -E- ELECTRIC Qv. 10. \ �N _ p HANDICAP PARKING DETAIL +1 56ALE: I"= 10' CE BIT. NOTE.- 1. OTE:I. SLOPE WITHIN HANDICAP PARKING ZONE SHALL NOT EXCEED 2% 2. VAN AGGE551BLE 5PAGE SHALL BE PROVIDED HITH A 51ON DE516NATIN65 IT 'VAN AGGE55113LE" IN GONFORMANGE WITH ADA REMIREMENT5 m BE .6+ ' 'A Z0. 10 a A 72' .7.5+ PROPOSED ST 0 1FADE / 7.8+ FENCE ENCLOS RE / a ROPOSE A GRAVEL / AND SILT +6.7 ` PARKI08 / AREA A Q 7.0 / +6.3 .2 // i +6.5 / TCP OF BANK / e / 3 l �� S +6.5 I + lgRq +4 SgLE / PROPOSED WOODEN j .5 + _ 1 BENCHES ASSESSORS MAP 24 / 4 / PARCEL M4 i / • EXISTING GRAVEL PARKING AREA (TO BE REMOVED AND \�� RE -VEGETATED) r i UPLAND Alb\= 39,395± s.f. / \ \ \\\ c 6 Xk �2 0 1 c co o Fj o 4 \ // 7 y 9 i (CI _ cRq"'rem \ `3glT 00 r Or 4' CONCRETE SFS R=5' \ ie ?S `0 ,�;'^ S�J SIDEWALK J. 1.0 \ _ 3 p Heksrvc o RESER • g - - �q�/9 oA siG 1t:'s -X YS k 7 �� eel 8 10 \� 3 R-10 9. 'E ETAIL -.�l / DMH 2 y> .��. -_• � \�.\ PROPOSES > FIELDRECHAAGE 7 0 i 7 n 7 4 ' PREVIOUS L ATION 07 RAZED BU DING EXISTING D LLARf 9 N 7x3 �/ .� � CULVERT +1 .3 m o _ +11.7 - +11.5 7 PROPOSED / / 4 RECHARGE _' '" \ - 1 6 Ile // EYISTiNG DRAINAGE Q� FIELD B +10.5 wANCRAETE-�fIN ALL•/ EASEMENT6.6 �3 . T000, OP OF = _ '� +W �. , a • �� . �.HASE'S ..�,s A.LL,�L.=12.2 • / CON�`TE RE'i�NING WALL (BY CBROOK) _\ W GUARD RAIL APPROXIMATE EDGE OF WETLAND ALL EL = 11.2 EXISTING GRAVEL PARKING LOCATION CENTER • AREA (TO BE REMOVED AND LINE DITCH RE -VEGETATED) ASSESSORS MAP 24 PARCEL M3 PLAN 5GALE: I'= 20' SEE SHEET SS -3 FOR SEWAGE DISPOSAL SYSTEM ZONING DISTRICT: B-2 USE: H-10 SCHEDULE OF ECEUAMff STRUCTURE SUBJECT REQUIRED PROPOSED LOT AREA 20,000 SF 39,3953SF (UPLAND) FRONTAGE 125 FT 226± FT (DEED) FRONT SETBACK (BUILDING) 30 FT 613 FT SIDE SETBACK (BUILDING) 25 FT 333 FT MIN FRONT PARKING SETBACK 20 FT 20 FT MIN SIDE PARKING SETBACK 10 FT 10 FT MIN REAR PARKING SETBACK 10 FT N/A BUILDING COVERAGE 25% (MAX.) 6.4% SITE COVERAGE 70% (MAX.) 52%' INTERIOR LANDSCAPING TO COMPLY W/SECTION 301.4 NUMBER OF PARKING SPACES (INCL HCP) 14 19 HANDICAP PARKING SPACES 1 1 SPOT GRADE -W- WATER -G- GAS -E- DEE FLAN REFERENGE: BOOK 2159 PAGE 100(LOGU5 DEED) PLAN BOOK: 503 PACE: 55 (WESTERL)' ABBUTTOR) PLAN BOOK: 12 PAGE: 99 (LOGU5) PLAN BOOK: 438 PAGE: 35 (51TATE DRAINAGE EA5EMENT) STATE HIGHWAY PLAN - 1933 ALTERATION - 5147. 4 OF 9 STORMWATER DRAINAGE SYSTEM SCHEDULE OF ECEUAMff STRUCTURE INVERT ELEVATION C8 1 RIM EL = 10.4 OUT = 7.60 DMH 1 12'0 BOTH IN = 7.20 OUT = 7.10 CB 2 RIM EL = 8.6 OUT = 6.80 DMH 2 12'0 BOTH IN = 6.90 OUT = 6.80 STORMWATER RECHARGE FIELD 'A' IN = 6.60 BOTTOM = 5.60 CB 3 RIM EL = 10.0 IN = 7.30 OUT = 7.20 DMH 3 12'0 B'0 IN = 7.00 OUT = 6.90 RECHARGE FIELD 'B' IN = 6.75 (BOTTOM) =5.75 FLOOD NOTE THIS LOT LIES WITHIN ZONE A9 (EL.=10) AS SHOWN ON FEMA FIRM COMMUNITY -PANEL NO. 250015 0005D REVISED JULY 2, (Kj9Z THE 100 YEAR FLOOD ZONE BOUNDARY IS REPRESENTED BY THE EXISTING 10' CONTOUR SHOWN HEREON. THOMAS \ W. JOY+ , r OBASED UPON UPLAND AREA s . 4,"r c I OF 39,395± s.f. AE E� o - V2•; © CEC 1998 - THIS DOCUMENT IS FOR THE EXCLUSIVE USE BY GEORGE ZOGRAFOS I HEREBY CERTIFY THAT THE EXISTING CONDIAONS SHOWN HEREON ARE LOCATED AS THEY EXIST ON THE GROUND AND THAT THE PROPERTY LINES SHOWN HEREON REFLECT EXISTING PLANS AND DEEDS OF RECORD. ALJ DATE: I?_13yAF3 LEGEND EX1SENG ® CATCH BASIN 0 DRAIN MANHOLE CD TELEPHONE MANHOLE OO SEWER MANHOLE 0 MONITORING WELL Gv p4 GAS VALVE X WATER VALVE NO. MISC. SIGN -0- UTILITY POLE - STEEL GUARD RAIL -- G - GAS LINE SHEET TIRE � I 51 TE I LAI `1 PLAN WATER LINE - T - TELEPHONE LINE ---10-- CONTOUR 7x9 SPOT GRADE PROPOSED O CATCH BASIN O DRAIN MANHOLE SIGN 11 CONTOUR 9.4+ 9.4+ SPOT GRADE -W- WATER -G- GAS -E- ELECTRIC DIRECTION OF VEHICLE TRAVEL Q ARBORVITAE [26] BAR HARBOR JUNIPER [12] TREE (4• CALIPER) [4] I HEREBY CERTIFY THAT THE EXISTING CONDIAONS SHOWN HEREON ARE LOCATED AS THEY EXIST ON THE GROUND AND THAT THE PROPERTY LINES SHOWN HEREON REFLECT EXISTING PLANS AND DEEDS OF RECORD. ALJ DATE: I?_13yAF3 NO. DATE REVISION I By SHEET TIRE � I 51 TE I LAI `1 PLAN IOJECT '6 GI45?4.0 SCALE A5 NOTED DATE 12/30/98 PROJECT MR. GEORGE Z06RAF05 261 ROUTE 28 YARMOUTH, MA55AGHUSETT5 DRAWN By MAP CHECKED BY�b3µ DRAINING NO, COASTAL ENGINEERING COMPANY, INC. PROFESSIONAL ENGINEERS & LAND SURVEYORS 260 CRANBERRY HIGHWAY ORLEANS, MASS. 02653 (508) 255-6511 ��- I OF3 SHS