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Home My WebLink About83-1739 - Site Plan 2CULVERT ASSESSOR MAP`20 PARCEL 48 J PROPOSED GARAGE SLAB EL = 9.0't SEWAGE - DISPOSAL SYSTEM AL TANK 4 � II �\ Id wV SOMERSET STREET, ll PROi WATER�— i sERwcE1 I I L ASSESSOR MAP 20 PARCEL 49 � \\ W- 11' // N` 2'e SCH. 40 PVC PIPE 2' DIA SCH 40 PVC FORCE MAIN FROM GARAGE 9.67 I6.50 MM BASE WER EXISTING EDGE �C\ OF PAVEMENT \ TE MATT D AFTER GARAGE ASSESSOR MAP 28 PARCEL 158 J \ \ ASSESSOR MAP 28 / ASSESSOR MAP 28 PARCEL 159 PARCEL 160 IT I g o � m -24' DIA C.I. COVER PROPOSED EXISTING OA 1 AT EJECTONR SHALL VERIFY EXISTING CONDITIONS, INCLUDING ELEVATIONS OF EXIT INVERTS, PUMP 9" MIN. S 30r4SPE40 r PARK 3' MAX. NOTE: INSTALL MYERS PVC g CMV 1830 EJECTOR a � SYSTEM AND 2" PIPING M SEP71C TANK 4* DIA SCH 40 PVC PIPE DR , T mai FLOW Ll 1E 4" DIA SCH 40 PVC PIPE 6) THE USE OF ALTERNATE MANUFACTURERS FOR SYSTEM COMPONENTS °a SHALL NOT BE APPROVED IF THE USE OF THEIR EQUIPMENT REQUIRES I HEREBY CERTIFY THAT THE LOT SHOWN 9.50 A 10.SEE BELO'" U D DEP ti UTILITIES PRIOR TO EXCAVATION AND SHALL PROTECT UTILITIES WITHIN THE WORK AREA DURING CONSTRUCTION. DATE MA tw F BASE WER EXISTING EDGE �C\ OF PAVEMENT \ TE MATT D AFTER GARAGE ASSESSOR MAP 28 PARCEL 158 J \ \ ASSESSOR MAP 28 / ASSESSOR MAP 28 PARCEL 159 PARCEL 160 IT I g o � m -24' DIA C.I. COVER PROPOSED EXISTING OA 1 AT RAISE COVERS TO WTHIN 6" OF FINISH GRADE SHALL VERIFY EXISTING CONDITIONS, INCLUDING ELEVATIONS OF EXIT INVERTS, 9" MIN. GRADE 30r4SPE40 r PARK 3' MAX. GLEASON PVC a � M SEP71C TANK 4* DIA SCH 40 PVC PIPE DR , T mai FLOW Ll 1E 4" DIA SCH 40 PVC PIPE 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 9.50 HEREON IS AS DESCRIBED IN DEED BOOK 10.SEE BELO'" U D DEP TO EXISTING UTILITIES PRIOR TO EXCAVATION AND SHALL PROTECT UTILITIES WITHIN THE WORK AREA DURING CONSTRUCTION. DATE MA tw F DISTRIBUTION BOX 9.37 1500 GALLON H-20 SEPTIC TANK 9.12 f BOTH W/SANITARY TEES EXISTING & EXIST. PROPOSED fZjP,717r COMPACTED1 AS BA HARBOR TIME MINIMUM SLOPE FOR L1'ER oF� USE 1UF TILE/ o 4 DIA SCH 40 PVC PIPE CRUSHED STONE OR APPROVED i I ND MILL IS 1/8' PER FT EQUIVALENT 1 UQUO DEPTH OUTLET TEE DEPTH 13 BELOW FLO'N LINE KEY MAP 4 FT 14 INCHES 5 FT 19 INCHES NO SCALE 6 FT 24 INCHES o 7 FT 29 INCHES MANHOLE DETAIL — SMH PLAN REFERENCE: / FILTER FABRIC STAPLE FABRIC TO POST.-\ (IF REQUIRED) DOUBLE STAKED HAYBALE SLOPE a , , a 1 BURY BOTTOM OF FILTER FABRIC IN 6' X 6" TRENCH NO SCALE 1 inch — 20 iL 24 20 16 12 8 4 DAnw EuT F;T#j LT runz Mfum TO SMH 1 SECTION A—A HORIZONTAL SCALE 1'=20' VERTICAL SCALE 1'=10' x EXISTING m GARAGE TO BE $ REMOVED 12 a 4 DAnrH EWV O 0 a i OA 1 AT 28 SHALL VERIFY EXISTING CONDITIONS, INCLUDING ELEVATIONS OF EXIT INVERTS, PROPOSED GRADE OMPANY, INC PARK NOTED. THE MINIMUM SLOPE OF 4" DIA. SCH 40 PVC SHALL BE 0.01 FT/FL GLEASON 260 Cranberry ITwy. Orleans, MA 026'. a � HEALTH. ALL REQUESTS FOR CHANGES SHALL BE MADE IN WRITING PRIOR 7J 1•a 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 CHANCES 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 CONSTRUCTION. DATE MA tw F SOMERSET EXISTING SEWAGE DISPOSAL SYSTEM IS A GREY WATER SYSTEM. P,LS ' PROPOSED IS A PROPANE OR ELECTRIC INCINERATING TOILET. - ° ylvr-f HYANNIS LOCUS HARBOR LT runz Mfum TO SMH 1 SECTION A—A HORIZONTAL SCALE 1'=20' VERTICAL SCALE 1'=10' x EXISTING m GARAGE TO BE $ REMOVED 12 a 4 DAnrH EWV O 0 SECTION B -B HORIZONTAL SCALE 1'=20' VERTICAL SCALE 1'=10' 1•X2"X4' WOODEN STAKE 6' ON CENTER (MAX.) SPECIAL CONDITIONS PER YARMOUTH CONSERVATION COMMISSION: 1. EXISTING INVASIVE SPECIES LOCATED IN THE SOUTH AND SOUTHEAST PORTIONS OF THE PROPERTY SHALL BE REMOVED IMMEDIATELY TO THE SATISFACTION OF THE CONSERVATION ADMINISTRATOR. WORK LIMIT UNE WITH HAYBALES AND OR SILT FENCING SHALL BE INSTALLED. 2. NEW PLANTINGS AS SHOWN ON THE APPROVED LANDSCAPE PLAN SHALL BE INSTALLED IN THE SOUTH AND SOUTHEAST PORTIONS OF THE PROPERTY PRIOR TO ANY DEMOLITION OR CONSTRUCTION OF THE PROPOSED GARAGE. 3. THE CONSERVATION ADMINISTRATOR SHALL SIGN OFF ON THE DEMOLITION PERMIT WHEN THE PLANTINGS ON THE SOUTH AND SOUTHEAST PORTIONS OF THE PROPERTY ARE INSTALLED TO HIS SATISFACTION 4. IMMEDIATELY UPON THE DEMOLITION OF THE OLD GARAGE, THE ADJACENT COASTAL BANK SHALL BE STABILIZED, CONTOURED, PLANTED, AND JUTE MATTED TO THE SATISFACTION OF THE CONSERVATION ADMINISTRATOR. 5. UPON COMPLETION OF #5 ABOVE, WORK MAY BEGIN UPON THE NEW GARAGE AND DRIVEWAY. 6. ALL LANDSCAPING IN CONNECTION WITH BOTH PROJECTS SHALL BE COMPLETED TO THE CONSERVATION ADMINISTRATOR'S SATISFACTION. MISH GRADES y� g "STT""''e 4 MIL POLY OVER A 4 LAYER 'ee OF 1/6" TO 1/2' STONE 4' DIA. DRAIN PIPE 2' DIA /P RECASTRECAST TYPICAL DRYWELL NO SCALE: )ESIGN CALCULA TIONS 173 a i OA 1 AT 28 SHALL VERIFY EXISTING CONDITIONS, INCLUDING ELEVATIONS OF EXIT INVERTS, PROPOSED GRADE OMPANY, INC SECTION B -B HORIZONTAL SCALE 1'=20' VERTICAL SCALE 1'=10' 1•X2"X4' WOODEN STAKE 6' ON CENTER (MAX.) SPECIAL CONDITIONS PER YARMOUTH CONSERVATION COMMISSION: 1. EXISTING INVASIVE SPECIES LOCATED IN THE SOUTH AND SOUTHEAST PORTIONS OF THE PROPERTY SHALL BE REMOVED IMMEDIATELY TO THE SATISFACTION OF THE CONSERVATION ADMINISTRATOR. WORK LIMIT UNE WITH HAYBALES AND OR SILT FENCING SHALL BE INSTALLED. 2. NEW PLANTINGS AS SHOWN ON THE APPROVED LANDSCAPE PLAN SHALL BE INSTALLED IN THE SOUTH AND SOUTHEAST PORTIONS OF THE PROPERTY PRIOR TO ANY DEMOLITION OR CONSTRUCTION OF THE PROPOSED GARAGE. 3. THE CONSERVATION ADMINISTRATOR SHALL SIGN OFF ON THE DEMOLITION PERMIT WHEN THE PLANTINGS ON THE SOUTH AND SOUTHEAST PORTIONS OF THE PROPERTY ARE INSTALLED TO HIS SATISFACTION 4. IMMEDIATELY UPON THE DEMOLITION OF THE OLD GARAGE, THE ADJACENT COASTAL BANK SHALL BE STABILIZED, CONTOURED, PLANTED, AND JUTE MATTED TO THE SATISFACTION OF THE CONSERVATION ADMINISTRATOR. 5. UPON COMPLETION OF #5 ABOVE, WORK MAY BEGIN UPON THE NEW GARAGE AND DRIVEWAY. 6. ALL LANDSCAPING IN CONNECTION WITH BOTH PROJECTS SHALL BE COMPLETED TO THE CONSERVATION ADMINISTRATOR'S SATISFACTION. MISH GRADES y� g "STT""''e 4 MIL POLY OVER A 4 LAYER 'ee OF 1/6" TO 1/2' STONE 4' DIA. DRAIN PIPE 2' DIA /P RECASTRECAST TYPICAL DRYWELL NO SCALE: )ESIGN CALCULA TIONS 173 MAIN ST. OA 1 AT 28 SHALL VERIFY EXISTING CONDITIONS, INCLUDING ELEVATIONS OF EXIT INVERTS, NGINEERING N OMPANY, INC PARK NOTED. THE MINIMUM SLOPE OF 4" DIA. SCH 40 PVC SHALL BE 0.01 FT/FL GLEASON 260 Cranberry ITwy. Orleans, MA 026'. 508.255.6511 Fax: 508.255.6700 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 CHANCES 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 CONSTRUCTION. DATE MA tw F SOMERSET EXISTING SEWAGE DISPOSAL SYSTEM IS A GREY WATER SYSTEM. P,LS ' PROPOSED IS A PROPANE OR ELECTRIC INCINERATING TOILET. - ° ylvr-f HYANNIS LOCUS HARBOR o i I ND MILL W. YARMOUTH. MASS. KEY MAP NO SCALE o 3 PLAN REFERENCE: z PLAN BOOK: 148 PAGE: 7 0 PLAN BOOK: 16 PAGE: 109 zo ASSESSORS MAP 20 28 PARCEL 161 / �' z a W FLOOD NOTE: a ca ° w FLOOD ZONE A9 - ELEV. = 10 FEMA o FIRM COMM. -PANEL #250004 0009D f. REVISED JANUARY 16, 1992 DATUM NOTE: C� ELEVATIONS SHOWN HEREON ARE BASED ON THE NATIONAL GEODETIC VERTICAL e DATUM (NGVD OF 1929)m, M N N `� N LEGEND SEAL EXISTING OF4}gSS yoe HN t11N ov X GAS VALVE No. 17 N wv M WATER VALVE a ° ;A HYDRANT 3/4UTILITY POLE DOUBLED WASHED STONE — c — UNDERGROUND GAS W �J — w — UNDERGROUND WATER LINE ---10 --- CONTOUR 1001 ELECTRIC METER r h GM GAS METER Q DESIGN FLOW: 5 EXISTING + 1 PROPOSED BEDROOMS AT 110 GAL PER DAY PER BEDROOM = 660 GPD x 60 %-- 396 GPD (GREY WATER SYSTEM ONLY) TOILETS ARE TO BE INCINERATING (ELECTRICAL 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: A={36 x151 x0.74=399.6 GPD EXISTING: ONE ( 1) - 36 'L x 15 V. x 0.5 'D. LEACHING FIELD Vt = 399.6 GPD > 396 GPD REQ'D. ONE ( 1) - 1500 GAL SEPTIC TANK, MINIMUM ALLOWED ONE (1 ) -DISTRIBUTION BOX f 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 WTI SUFFICIENT STRENGTH TO SUSTAIN ALL LOADS TO BE IMPOSED ON THEM. ANY COMPONENT OF THE SYSTEM SUBJECT TO VEHICULAR TRAFFIC MUST A MINIMUM STANDARD OF A.A.S H T O H-20 WHEEL LOADS. BUILDING COVERAGE MAXIMUM BUILDING COVERAGE = 25% EXISTING DWEL.UNG, 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 = 22.7% 22.7% > 25% OK COMPLY WITH 3) PRIOR TO SETTING ANY SEWAGE DISPOSAL SYSTEM COMPONENT, INSTALLER SHALL VERIFY EXISTING CONDITIONS, INCLUDING ELEVATIONS OF EXIT INVERTS, AND REPORT ANY DISCREPANCIES TO THE DESIGN ENGINEER. 4) ALL GRAVITY SEWER PIPE SHALL BE 4" DIA. SCH 40 PVC UNLESS OTHERWISE NOTED. THE MINIMUM SLOPE OF 4" DIA. SCH 40 PVC SHALL BE 0.01 FT/FL 5) NO PART OF THIS DESIGN SHALL BE ALTERED WITHOUT PRIOR APPROVAL FROM THE DESIGN ENGINEER AND THE AGENT OF '(HE LOCAL 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 CHANCES 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 CONSTRUCTION. DATE MA tw F ea ARK EXISTING SEWAGE DISPOSAL SYSTEM IS A GREY WATER SYSTEM. P,LS ' PROPOSED IS A PROPANE OR ELECTRIC INCINERATING TOILET. - ° ylvr-f ~�yw w � U Qom-+ Q O w w 3 W U E� 0.¢1 W 1 f SCALE AS NC DRAWING FILE CI5340-200: DATE DRAWNBY CHECKED BY S SD N O U J c W OF 1 SHEETS m' PROJECT NO. C15, U