The URL can be used to link to this page

Home My WebLink About16 East Main Street Site Plan 3NOTES: I _ 1. THE LOCATION OF EXISTING UNDERGROUND UTILITIES SHOWN ON THIS PLAN IS APPROXIMATE. PRIOR TO ANY EXCAVATION ON THIS SITE, THE EXCAVATING LEGEND: CONTRACTOR SHALL MAKE THE REQUIRED 72 HOUR NOTIFICATION TO DIG SAFE (1- I 888-344-7233) AND ANY OTHER UTILITIES WHICH MAY HAVE CABLE, PIPE OR - EQUIPMENT IN THE CONSTRUCTION AREA FOR VERIFICATION OF LOCATIONS. O� 'CAPE OUTDOOR SPORTS' CATCH BASIN (ROUND GRATE) I 2. ALL CONSTRUCTION MATERIALS, COMPONENTS, AND METHODS EMPLOYED ON THIS PROJECT WORK SHALL CONFORM TO THE TOWN OF YARMOUTH SUBDIVISION REGULATIONS AND\OR THE MASSACHUSETTS DEPARTMENT OF PUBLIC WORKS STANDARD SPECIFICATIONS O CATCH BASIN / �I / FOR BRIDGES AND HIGHWAYS AS AMENDED TO PRESENT. 112 / / / 3. ALL DRAINAGE COMPONENTS MUST BE CAPABLE OF WITHSTANDING H-20 WHEEL LOADS. Q. FLAG POLE ---___ _ _ 4. VERTICAL DATUM IS NGVD29. C- GUY WIRE 5. THIS PLAN IS FOR THE PROPOSED WORK ONLY AND SHOULD NOT - BE USED FOR PROPERTY LINE STAKING. UTILITY POLE 6. ALL STORMWATER RUNOFF TO BE CONTAINED ON THE LOT. 7. OWNERS ENGINEER TO INSPECT DRAINAGE INSTALLATION, 5,Y0 HYDRANT O WATER GATE - �J F ® ELECTRIC MANHOLE I '\\� 7000 TOWN LINE SIGN ,. EXISTING LIGHTS I -9q 00 IOL — AUTO REPAIR" 16— EXISTING CONTOUR "DANS'$ TIRE & PROPOSED CONTOUR m W r 16.6 SPOT GRADE +-Q j O CONC. CURB 2 C'J� A _ EXISTING CURBING TYP, m}Q UPOLE PP 2A GAS Y .. \ .\ATE ,\ 11 GRANINTE CURB OT, 193 1?o v, - _ I MAP 30 PCL C4 PAVED SWALE DOYLE P. DUNN yYS i7jG �'" �.� AX13 1025 VERO BEACH FL 11:zzS A$\. CURB iY _ _ APPROXIMATE 'j 32963-3026 ECONOMY f1 I DB 2526 PG 205 CASH REGISTER EXISTING WATER LINE f _ YPHONE SLEEVE/REPLACE TO T.O.Y SPECS GRANITE CURB 6_ i CLEAN EXIST. ASPH.. CURB X77-_� P,\\BASIN ® FLOODZONE B (500 YR) \CONNECT BASINS ;PRO \�`\ FLOODZONE C - WITH --LE? WG TR ¢ ENCH ROII CRi. �a AF 95'3 HEAVY DUTY H-20 F&G'S 15 2' TYPICAL PAVEMENT CROSS SE CONNECT CATCH BASINS 2" BINDER 1" TOPCOAT WITH LEACHING TRENCH FINISH GRADE ON 1Y COMPACTED GRAVEL 13.5 M1.03.1 TYPE B SLOTTED -' COMPACT SUBGRA H-20 12"0 HDPE H 2, PRECAST AT OX DRILL (2) 1"0 RISERS 2.7 HOLES NP. MORTAR ALL I 0 A COMPONENTS FULL TO INV, MORTAR EXIS EL. 10.5 —1 BED (& BASIN 2' ADJUSTING BLOCKS .... IF REO.) CBI C.B.pTRAP CB2 1000 GALLON PRECAST \ 12"O ELBOW PIP 1000 GALLON PRECAST H-20 CATCH BASIN 3'X2'TRENCH H-20 CATCH BASIN 6'0X 6'-8" COX 6'-8" SHOREY OR EQUAL BETWEEN BASINS SHOREY OR EOUAL SEE CROSS SECTION BELOW PLATE CAUTION: WATER IN AREA MIRAFI 140NS FABRIC OVER 3" PEASTONE OVER PIPE CONNECTING SLOTTED 12"0 - - - CORRUGATED H-20 HDPE PIPE .75"-1.5" DOUBLE WASHED STONE 2' NOTE: REMOVE ANY UNSUITABLE 3: SOIL FOUND FOR 3' MIN. AROUND STONE DOWN TO CLEAN SAND. TRENCH CROSS SECTION A—A NT DETAIL SECTIONS: NTS 3E AREA = 31,006 SF, 25 YR STORM 1L METHOD Q=CIA = 0.83(4.25)(31006/43560)(446.8)=112 'M/0.71GPM/SF=1609 SF REQUIRED 2' OF 3'X2' LEACHING TRENCH IN ADDITION TO (2) EXIST. 1620 SF> 1609 S File name: C:\DRAVANG\98-244\9B-244.DWG EXISTING SPLITRAIL SO PCL C5 'H J. SOUSA NE A. SOUSA PSFIELD ROAD M MA 01984-1239 96 PG 140 EXISTING "WALLACE 5'X4', B( TO BE RI UPOLE 37Z8 N M,glty - 20yy� Ne - GRANITE CURBING ASSESSORS MAP 30 PCL C1 PLAN REF. PB 341 PG 24 DB 6477 PG 138 ZONING DISTRICT: B2 SETBACKS: 30' FRONT, 25' SIDE, 20' REAR MAX. BUILDING COVERAGE 25% GROUNDWATER OVERLAY DISTRICT: APD (BARNSTABLE WP) EXISTING IMPERVIOUS COVERAGE: 85% PROPOSED IMPERVIOUS COVERAGE: 85% FLOODZONE: C & B (YAR. PANEL 5) EXISTING USE: CONVENIENCE STORE/SELF SERVE GAS STATION PROPOSED USE: CONVENIENCE STORE/SELF SERVE GAS STATION --,s H-3 = FOOD STORE H-7 = SELF SERVICE GAS STATION LOT SIZE: 31,007 SF BUILDING SIZE: 1800 SIF PROPOSED BLDG. SIZE: 1960 SF EXISTING CANOPY SIZE: 3365 SF e PROPOSED CANOPY SIZE: 1680 SF COMBINED BUILDING COVERAGE: (25% MAX.) 16.7% EXISTING 11.7% PROPOSED UV -ON' Q i AIRPORT APPLICANT: CHRISTY P. MIHOS 760-1111 CHRISTY'S OF CAPE COD,LLC <9N Hf0 O 2,� �f a kp min LOCUS 2g , R 78 �1 ' I � WENHAM MA 01984-1239 LOCUS MAP SCALE i" = 2083' ASSESSORS MAP 30 PCL C1 PLAN REF. PB 341 PG 24 DB 6477 PG 138 ZONING DISTRICT: B2 SETBACKS: 30' FRONT, 25' SIDE, 20' REAR MAX. BUILDING COVERAGE 25% GROUNDWATER OVERLAY DISTRICT: APD (BARNSTABLE WP) EXISTING IMPERVIOUS COVERAGE: 85% PROPOSED IMPERVIOUS COVERAGE: 85% FLOODZONE: C & B (YAR. PANEL 5) EXISTING USE: CONVENIENCE STORE/SELF SERVE GAS STATION PROPOSED USE: CONVENIENCE STORE/SELF SERVE GAS STATION --,s H-3 = FOOD STORE H-7 = SELF SERVICE GAS STATION LOT SIZE: 31,007 SF BUILDING SIZE: 1800 SIF PROPOSED BLDG. SIZE: 1960 SF EXISTING CANOPY SIZE: 3365 SF e PROPOSED CANOPY SIZE: 1680 SF COMBINED BUILDING COVERAGE: (25% MAX.) 16.7% EXISTING 11.7% PROPOSED UV -ON' CONTACTS: REPLACE WITH NEW SIGN TO TOWN SPECS. APPLICANT: CHRISTY P. MIHOS 760-1111 CHRISTY'S OF CAPE COD,LLC CONC, CURBING 3 MILL STREET DENNISPORT, MA 02639 - OWNER: JOSEPH J. SOUSA 143 TOPSFIELD ROAD WENHAM MA 01984-1239 ATTORNEY: EDWARD SWEENEY 775-3433 TANK PAD i " :PLACE (4) 10,000 GAL UST'S EXISTING SEPTIC SYSTEM TO ENGINEER: DOWN CAPE ENG. INC. 362-4541 TH (2) 10,000 GAL UST'S 1 30 _ ABANDONED, PUMP & FILL W/S;L AN SAND. p )UBLE WALL FIBERGLASS 0 CUT PVT. A'ATCH T '� UPOLE' 37 10 T �j I CURRENT SPECS. �� EXISTING G.2ADES SITE PLAN OF LAND IN NC PIPEMETER PIT 1 6 � PLANTER Q ,3z2 ( WEST) YARMOUTH, MA CONC<. CURB NET RISER PREPARED FOR N UPOLE 37 9 9 CHRISTY'S MARKET � 0, 1895 g�A 16 EAST MAIN STREET \, TBM HYDRANT TAG )LT WEST YARMOUTH, MA 02673 No y 1429 EL. . \\ SCALE: 1" =20' DATE: 8-3-98 REVISED: 1-22-99 (ADD WALK IN COOLER) off 508-362-4541 fax 508 362-9880 GRANITE CURBING TYP.) 20 0 20 40 60 Feet � ,„ Of 4u r��oH Uf down cape engineering, Inc. or ANNE s� o MNEH CIVIL ENGINEERS ze�4s /oma r X LAND SURVEYORS ONAL c 939 main st. yarmouth, ma 02675 DATE ARNE H. OJALA, P.E., P.L.S. I