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HomeMy WebLinkAbout83-1739 - Site PlanCULVERT ASSESSOR MAP/20 PARCEL d8 GE SLAB EL GAR 9 � —1 b SPECIAL CONDITIONS PER YARMOUTH N CONSEWATION COMMISSION: GRADE 3' MAX. 3 ' r � 40 4PVC Hwy. Orleans, MA 02653 r PIPE TO SEPTIC TANK 4�' DIA S_CH 40 PVC PIPE D . �mln- FLOW LINE UNDERGROUND GAS SILT FENCNGSHALL BE INSTALLED. 0 2. NEW PLANINGS AS SHOWN ON THE APPROVED LANDSCAPE a NOTE: INSTALL MYERS TO EXISTING CMV 1830 EJECTOR { SYSTEM AND 2' PIPING \ 1500 GALLON U AND SOUTHEST PORTIONS OF THE PROPERTY ARE INSTALLED g TO HIS SATI5AC'nON SEWAGE— DISPOSAL SYSiN EXISTING 1,500 GAL SEPTIC TANK 4 / \ \ M w/ SOMERSET gTREET Ll , I I \ / PROPJSED ' \ / ' WATER 3 I / SERVICE ASSESSOR MAP 20 1 PARCEL 49 \ 2*0 SCH 40 PVC PIPE 2' DIA SCH 40 PVC FORCE MAIN ` FROM GARAGE 9.67 I6.50 MA EXISTING EDGE \ OF PAVEMENT JUTE MATT \ \ CED AFTER >F GARAGE \ i' -4- G� — — — — ASSESSOF MAP.28 PARCfL 158 J � ASSESSOR MAP 28 / ASSESSOR MAP 28 PARCEL 159 / PARCEL 160 L II (TENT >P , / pROPOSEDL EXISTING / FILTER FABRIC STAPLE FABRIC TO POST.-\ (IF REQUIRED) DOTBLE STAKED HAYBALE SLOPES BURY BOTTOM Or FILTER FABRIC IN 6" X 6" TRENCH NO SCALE I imh — 20 fL 24 20 16 12 a 4 .VAnW JI'LStr _ 2.0 SPECIAL CONDITIONS PER YARMOUTH PROPOSED CONSEWATION COMMISSION: GRADE 3' MAX. 3 ' r � 40 4PVC Hwy. Orleans, MA 02653 UZI PIPE TO SEPTIC TANK 4�' DIA S_CH 40 PVC PIPE D . �mln- FLOW LINE UNDERGROUND GAS SILT FENCNGSHALL BE INSTALLED. UNDERGROUND WATER LINE 2. NEW PLANINGS AS SHOWN ON THE APPROVED LANDSCAPE DIA H 40 PVC PIPE 1G'UWD DEP SEE Baov TO EXISTING 9.50 DISTRIBUTiONBOX 912 H3:LtS 7a.S.;ia4A� \ 1500 GALLON EXIST. AND SOUTHEST PORTIONS OF THE PROPERTY ARE INSTALLED 9 H-20 SEPTIC TANK TO HIS SATI5AC'nON UTILITIES PRIOR TO EXCAVATION AND SHALL PROTECT UTILITIES WITHIN THE WORK AREA DURING CONSTRUCtON. BOTH W/SANITARY TEES THE ADJACEN COASTAL BANK SHALL BE STABILIZED, EXISTING do �^ PROPOSED srs..` CONTOU O,ILANTED, AND JUTE MATTED TO THE PROPOSED IS A PROPANE OR ELECTRIC INCINERATING TOILET COMPACTED BASE GAS BAFFLE�yn 5. UPON COPLE11ON OF 15 ABOVE, WORK MAY BEGIN UPON TIE MINIMUM SLOPE FOR Yr/ 6 LAYER OF USE TUF-T Tt THE NEW GAAGE AND DRIVEWAY. 4 DIA SCH, 40 PVC PIPE CRUSHED STONE OR APPROVED SHALL BE CBPLETED TO THE CONSERVATION IS 1/8 PER FT EQUIVALENT ADMINISTRAR'S SATISFACTION. IEE DEPTH 13' LIWID DEPTH BELOW FLOW UNE 4 FT 14 INCHES HARBOR j 5 FT 19 INCHES zo 6 FT 24 INCHES 7 FT 29 INCHES / FILTER FABRIC STAPLE FABRIC TO POST.-\ (IF REQUIRED) DOTBLE STAKED HAYBALE SLOPES BURY BOTTOM Or FILTER FABRIC IN 6" X 6" TRENCH NO SCALE I imh — 20 fL 24 20 16 12 a 4 .VAnW JI'LStr _ 2.0 L—L rV "man TO SMH 1 SECTION A—A HORIZONTAL SCALE 1'=20' VERTICAL SCALE 1"=10' EXISTING am GARAGE TO BE REMOVED 12 8 4 DATUM ELKr 0 0 y, a. I SPECIAL CONDITIONS PER YARMOUTH PROPOSED CONSEWATION COMMISSION: GRADE 1. EXISTING @VASIVE SPECIES LOCATED IN THE SOUTH AND N' GIL ASON SOUTHEAST R)RTiONS OF THE PROPERTY SHALL BE REMOVED Hwy. Orleans, MA 02653 I o 508.255.6511 a UNDERGROUND GAS SILT FENCNGSHALL BE INSTALLED. UNDERGROUND WATER LINE 2. NEW PLANINGS AS SHOWN ON THE APPROVED LANDSCAPE DIA H 40 PVC PIPE PLAN SHALL BE INSTALLED IN THE SOUTH AND SOUTHEAST PORTIONS OF THE PROPERTY PRIOR TO ANY DEMOLITION OR TO EXISTING CONSTRUCT101 OF THE PROPOSED GARAGE. DISTRIBUTiONBOX 912 H3:LtS 7a.S.;ia4A� \ THE DEMOIJTT+N PERMIT WHEN THE PLANTINGS ON THE SOUTH EXIST. AND SOUTHEST PORTIONS OF THE PROPERTY ARE INSTALLED • .P.99'R'1 TO HIS SATI5AC'nON L—L rV "man TO SMH 1 SECTION A—A HORIZONTAL SCALE 1'=20' VERTICAL SCALE 1"=10' EXISTING am GARAGE TO BE REMOVED 12 8 4 DATUM ELKr 0 0 y, a. I SPECIAL CONDITIONS PER YARMOUTH PROPOSED CONSEWATION COMMISSION: GRADE 1. EXISTING @VASIVE SPECIES LOCATED IN THE SOUTH AND N' GIL ASON SOUTHEAST R)RTiONS OF THE PROPERTY SHALL BE REMOVED SECTION B—B HORIZONTAL SCALE 1"=20' VERTICAL SCALE 1"=10' 1"X2"X4' WOODEN STAKE 6' ON CENTER (MAX.) / FINISH GRADE 88k ygb � s€IIS r0 4 MI 1%9 TO ER A 4! LKO ry NE 4' DIA. DRAIN PIPE 2' DIA PRECAST DRYWB.L TYPICAL DRYWELL NO SCALE DESIGN CALCULA TIONS y D SPECIAL CONDITIONS PER YARMOUTH RAISE GIVERS TO WITHIN 6" OF EBISH GRADE CONSEWATION COMMISSION: GAS VALVE 1. EXISTING @VASIVE SPECIES LOCATED IN THE SOUTH AND N' GIL ASON SOUTHEAST R)RTiONS OF THE PROPERTY SHALL BE REMOVED Hwy. Orleans, MA 02653 IMMEDIATELY TO THE SATISFACTION OF THE CONSERVATION 508.255.6511 ADMINISTRAT(R. WORK LIMIT LINE WITH HAYBALES AND OR UNDERGROUND GAS SILT FENCNGSHALL BE INSTALLED. UNDERGROUND WATER LINE 2. NEW PLANINGS AS SHOWN ON THE APPROVED LANDSCAPE DIA H 40 PVC PIPE PLAN SHALL BE INSTALLED IN THE SOUTH AND SOUTHEAST PORTIONS OF THE PROPERTY PRIOR TO ANY DEMOLITION OR TO EXISTING CONSTRUCT101 OF THE PROPOSED GARAGE. DISTRIBUTiONBOX 912 3. THE CO.NUVATiON ADMINISTRATOR SHALL SIGN OFF ON \ THE DEMOIJTT+N PERMIT WHEN THE PLANTINGS ON THE SOUTH EXIST. AND SOUTHEST PORTIONS OF THE PROPERTY ARE INSTALLED 7) THE INSTALLER SHALL ASCERTAIN THE LOCATION OF EXISTING UNDERGROUND TO HIS SATI5AC'nON UTILITIES PRIOR TO EXCAVATION AND SHALL PROTECT UTILITIES WITHIN THE WORK AREA DURING CONSTRUCtON. 4. IMMEDIATLY UPON THE DEMOLITION OF THE OLD GARAGE, THE ADJACEN COASTAL BANK SHALL BE STABILIZED, EXISTING SEWAGE DISPOSAL SYSTEM IS A GREY WATER SYSTEM. CONTOU O,ILANTED, AND JUTE MATTED TO THE PROPOSED IS A PROPANE OR ELECTRIC INCINERATING TOILET SATISFACTiONOF THE CONSERVATION ADMINISTRATOR. 5. UPON COPLE11ON OF 15 ABOVE, WORK MAY BEGIN UPON THE NEW GAAGE AND DRIVEWAY. 6. ALL LANSCAPING IN CONNEC11ON WiTH BOTH PROJECTS SHALL BE CBPLETED TO THE CONSERVATION ADMINISTRAR'S SATISFACTION. / FINISH GRADE 88k ygb � s€IIS r0 4 MI 1%9 TO ER A 4! LKO ry NE 4' DIA. DRAIN PIPE 2' DIA PRECAST DRYWB.L TYPICAL DRYWELL NO SCALE DESIGN CALCULA TIONS y D OMPANY, INC, M GAS VALVE M N' GIL ASON 260 Cranberry Hwy. Orleans, MA 02653 N1 508.255.6511 Fax: 508.255.6700 UNDERGROUND GAS — w — UNDERGROUND WATER LINE --- 10 --- CONTOUR p ELECTRIC METER © GAS METER \ 1 CHANGES IN DESIGN. HEREON IS AS DESCRIBED IN DEED BOOK 7) THE INSTALLER SHALL ASCERTAIN THE LOCATION OF EXISTING UNDERGROUND 15066 PAGE 241. UTILITIES PRIOR TO EXCAVATION AND SHALL PROTECT UTILITIES WITHIN THE WORK AREA DURING CONSTRUCtON. ss SOMERSET EXISTING SEWAGE DISPOSAL SYSTEM IS A GREY WATER SYSTEM. P.LS J. ° PROPOSED IS A PROPANE OR ELECTRIC INCINERATING TOILET HYANNIS LOCUS HARBOR j zo ND MILL W. YARMOU MASS. KEY MAP NO SCALE 0 3 c � H PLAN REFERENCE: z O 2I ^L X BOOK: 148 PACT: 7 tn PLAN BOOK: 16 PAGE: 109 o ASSESSORS MAP 20/28 PARCEL 161 zcn q A FLOOD NOTE: d co q O W FLOOD ZONE A9 - ELEV. = 10 FEMA o FIRM COMM. -PANEL #250004 0009D REVISED JANUARY 16, 1992 v r. q DATUM NOTE: ELEVATIONS SHOWN HEREON RE BASED ON THE NATIONAL GEODETIC VERTICAL DATUM (NGVD OF 1929) M 00 a LEGEND EXISTING M GAS VALVE M WATER VALVE HYDRANT 3/4' TD 1 i/2" -Cr U IIUTY PM DOUBLED WASHED STONE — c — UNDERGROUND GAS — w — UNDERGROUND WATER LINE --- 10 --- CONTOUR p ELECTRIC METER © GAS METER nFalrN FLOW: (GREY WATER SYSTEM ONLY) TOILETS EXISTING + I PROPOSED ARE TO BE INCINERATING (ELECTRIAT 110 GAL PER DAY PER CAL x 60 %= 396 GPD OR PROPANE) (SPECIFIC UNITS MUST BE APPROVED BY THE BOARD OF HEALTH) 396 GPD X 200% - 792 GALLONS — USE 1500 GALLON SEPTIC TANK, MIN. ALLOWED A 36' L x 15' W. x 0.5' D. LEACHING FIELD CAN LEACH: Vt = 136 x 151 x 0.74 = 399.6 GPD EXg TiN •: ONE ( 1) — 36 'L x 15 'W. x 0.5 'D. LEACHING FIELD Vt = 399.6 GPD > 396 GPD REQ'D. ONE ( 1) — 1500 GAL SEPTIC TANK, MINIMUM ALLOWED ONE ( i) — DISTRIBUTION BOX ( 5 OUTLET) INSTALL ONE ( 1) — SEWER MANHOLE NOTES 1) GARBAGE GRINDERS ARE NOT ALLOWED WiTH THIS DESIGN. 2) THE INSTALLER IS RESPONSIBLE FOR ASSURING THAT COMPONENTS OF THE SEWAGE DISPOSAL SYSTEM ARE DESIGNED WITi SUFFICIENT STRENGTH TO SUSTAIN ALL LOADS TO BE IMPOSED ON THEM. ANY COMPONENT OF THE SYSTEM SUBJECT TO VEHICULAR TRAFFIC MUST F A A CLI T O H-20 WHEEL LOADS BUILDING COVERAGE MAXIMUM BUILDING COVERAGE = 25% EXISTING DWELUN% DECK AND PROPOSED GARAGE FOOTPRINT COVER 2,967 SF BUILDABLE UPLAND AREA ABOVE BORDERING VEGETATED WETLAND = 13,079 SF BUILDING COVERAGE = 2,967 SF / 13,079 SF = 217% 22.7% > 25% OK COMPLY WITH A MINIMUM STANDRD 0 3) PRIOR TO SETTING ANY SEWAGE DISPOSAL SYSTEM COMPONENT, INSTALLER SHALL EXISTING CONDITIONS, EXIT INVERTS, NIENGINEER. LEVATIONS ANY DISCREPANCIES TO THE DIESIGNG AND REPORTY 4) ALL GRAVITY SEWER PIPE SHALL BE 4' DIA. SCH 40 PVC UNLESS OTHERWISE BE 0.01 FT/FT- NOTED. THE MINIMUM SLOPE OF 4' DIA. SCH 40 PVC SHALL 5) OF THIS IGN SHALL BEALTEREDPRIOR FROM TTH DESIGN ENGINEER D AGENT OF THETLOCAL BOARD OF HEALTH. ALL REQUESTS FOR CHANGES SHALL BE MADE IN WRITING PRIOR TO CONSTRUCTION. 6) THE USE OF ALTERNATE MANUFACTURERS FOR SYSTEM COMPONENTS SHALL NOT BE APPROVED IF THE USE OF THEIR EQUIPMENT REQUIRES I HEREBY CERTIFY THAT THE LOT SHOWN CHANGES IN DESIGN. HEREON IS AS DESCRIBED IN DEED BOOK 7) THE INSTALLER SHALL ASCERTAIN THE LOCATION OF EXISTING UNDERGROUND 15066 PAGE 241. UTILITIES PRIOR TO EXCAVATION AND SHALL PROTECT UTILITIES WITHIN THE WORK AREA DURING CONSTRUCtON. ew F DATE ARK EXISTING SEWAGE DISPOSAL SYSTEM IS A GREY WATER SYSTEM. P.LS J. ° PROPOSED IS A PROPANE OR ELECTRIC INCINERATING TOILET N G. IAIBL 1017 � w 5� Q � � Q V P -I Qi E"i O V1 w � a � w a� SCALE AS NOTED DRAWING FILE CI5340-2005.dwg DATE 12 -23 -OS DRAWN BY TLM W 1 1 OF I SHEET'S V c FRorEcrxo. C15340.00 U C4 o