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Home My WebLink AboutRDA- 166 Bayview St - Site Plan 2NARK: L 9.77 (N.G.V.D.) ASSESSOR MAP' 20 PARCEL 48 PROPOSED GARAGE SLAB EL = 9.0'1 IGROUND .JECTOR PUMP NSTALL MYERS 830 EJECTOR AND 2" PIPING \ cp _—�I—-- II _ \ OF TINGPAVEEDGE G • wV _ SOMERSET STREET W/ W r \\ / PROPOSED i COAS AL BANK— / SERVICE 3 I I NB403`40"E — \ EXISTING \ 130.00' SEWAGE EDGE OF PAVEMENT AGE ,� 4pmS DISPOSAL _ g ytl TO B TO E PLACED AFTER SYSTEM ss 6 / `� I REMOVED�� F{ REMOVAL OF GARAGE \ ` L — — — — EXISTING #9.3 -__-- , B \ I d6 2 2 —4, — \ ASSESSOR MAP 28 1,500 GAL j A — 2 i \ V4 1' l — — — PARCEL 158 SEPTIC TANK + i —� —~' B \\ ASSESSOR MAP 28 / j O ASSESSOR MAP 211 PARCEL 159 PARCEL _ _ VE AREA 1 J �� j'ti t y xB �+ I I N 1 INTERMITTENT g 1 WH PROPOSED C) r �,Ox STREAM c,PROP 1,11,,1,'1 ,?`11,i,t,� n., 4�'_• 041, BANK TOP { 1 OFB� ASSESSOR MAP 20 PARCEL 49 • DIA. CJ. COVER PROPOSEDI EXISTING /J✓///V//7V 2@0 SCH. 40PVC PIPE 4'I SCH. 40 /�N/% 3 PVC PIPE PIPE 2' DIA SCH 40 PVC FORCE MAIN �_J TO SEPTIC TANK 4' DIA SCH 40 PVC PIPE C777OR m�h� FLOW UNE FROM GARAGE 9.67 � • - '• 9.50 UWID DEP SEE EELOWI 1500 GALLON 6.50 MANHOLE Ol11lET 9.37 H-20 SEPTIC TANK 1 6' ABO\E BASE BOTH W/SANITARY TEES I EXISTING do PROPOSED A T IE MINIMUM SLOPE FOR COMP ACTED EBASE USER NR¶ TC 4 DIA SCH 40 PVC PIPE CRUSHED STONE OR APPROVED IS 1/8+PER FT EQUIVALENT 27' 13' HWID DEPTH OUTLET TEE DEPTH BELOW FLOW LINE 2' FORCE MAIN 4 FT 14 INCHES 5 FT 19 INCHES _ 6 FT 24 INCHES 7 FT 29 INCHES R MANHOLE DETAIL - SM / FILTER FABRIC STAPLE FABRIC POST. (IF REQUIRED) DOUBLE STAKED HAYBALE SLOPES BURY BOTTOM OF FILTER FABRIC IN 6' X 6' TRENCH NO SCALE 1 inch - 20 & 24 20 16 12 8 DATUM €V 4 11'L 2.0 1'X2"X4' WOODEN STAKE 6' ON CENTER (MAX.) SPECIAL CONDITIONS PER YARMOUTH RAISE COVERS TO WITHIN " ' OASTAL �— 6" OF FINISH GRADE CONSERVATION COMMISSION: HYDRANT 1. EXISTING INVASIVE SPECIES LOCATED IN THE SOUTH AND UTILITY POLE SOUTHEAST PORTIONS OF THE PROPERTY SHALL BE REMOVED FROM THE DESIGN ENGINEER AND THE AGENT OF THE LOCAL BOARD OF IMMEDIATELY TO THE SATISFACTION OF THE CONSERVATION � PARK.. ADMINISTRATOR. WORK LIMIT LINE WITH HAYBALES AND OR UNDERGROUND WATER UNE SILT FENCING SHALL BE NSTALLED. 44� H 40 PVC PIPE 2. NEW PLANTINGS AS SHOWN ON THE APPROVED LANDSCAPE ELECTRIC METER PLAN SHkL BE INSTALLED IN THE SOUTH AND SOUTHEAST TO EXISTING PORTIONS OF THE PROPERTY PRIOR TO ANY DEMOLITION OR DISTRIBUTION BOX 9.12 CONSTRUCTION OF THE PROPOSED GARAGE. UTILITIES PRIOR TO EXCAVATION, AND SHALL PROTECT UTILITIES WITHIN THE 3. THE CONSERVATION ADMINISTRATOR SHALL SIGN OFF ON EXIST. THE DEMCUTION PERMIT WHEN THE PLANTINGS ON THE SOUTH 7�WORK LQSLe AND SOUTHEAST PORTIONS OF THE PROPERTY ARE INSTALLED EXISTING SEWAGE DISPOSAL SYSTEM IS A GREY WATER SYSTEM. TO HIS SATISFACTION PROPOSED IS A PROPANE OR ELECTRIC INCINERATING TOILET 4. IMMEDATELY UPON THE DEMOLITION OF THE OLD GARAGE, z THE ADJACENT COASTAL BANK SHALL BE STABILIZED, it h• .1 CONTOURED, PLANTED, AND JUTE MATTED TO THE Q SATISFACTION OF THE CONSERVATION ADMINISTRATOR. 5. UPON COMPLETION OF 15 ABOVE, WORK MAY BEGIN UPON THE NEW GARAGE AND DRIVEWAY. 1 6. ALL LANDSCAPING IN CONNECTION WITH BOTH PROJECTS SHALL BE COMPLETED TO THE CONSERVATION ADMINISTRATOR'S SATISFACTION. 24 20 16 12 8 DATUM €V 4 11'L 2.0 1'X2"X4' WOODEN STAKE 6' ON CENTER (MAX.) 12 B 4 DATUM =7 o 0 L 2- FORCE NAIN TO SNH 1 SECTION A -A HORIZONTAL SCALE 1'=20' VERTICAL SCALE 1'=10' Y EXISTING m GARAGE TO BE SECTION B-8 HORIZONTAL SCALE 1'=20' VERTICAL SCALE 1"=10' FINISH GRADE 4 MIL POLY OVER A 4' LAYER II F r u, Lrz OF 1/8' TD 1/Y STONE 4' DIA DRAIN PIPE 2' DIA PRECAST �i DRYWE.. TYPICAL tRYWELL NO SCALE MAIN ST. Gv D4 GAS VALVE " ' OASTAL WATER VALVE 28 HYDRANT 3/4' TO 1 1/2' O UTILITY POLE DOUB'i 7FD INStIED ST'Y FROM THE DESIGN ENGINEER AND THE AGENT OF THE LOCAL BOARD OF NGINEEMG � PARK.. - w - UNDERGROUND WATER UNE ----10--- �c UM 1 ELECTRIC METER T NY INC.N' Ol�lPAj� 1 llVL GLEASON I HEREBY 7) THE INSTALLER SHALL ASCERTAIN THE LOCATION OF EXISTING UNDERGROUND 5 UTILITIES PRIOR TO EXCAVATION, AND SHALL PROTECT UTILITIES WITHIN THE N AREA DURING CONSTRUCTION. 260 Cranberry Hwy. Orleans, MA 02653 7�WORK LQSLe '4 EXISTING SEWAGE DISPOSAL SYSTEM IS A GREY WATER SYSTEM. 508.255.6511 Fax: 508.255.6700 PROPOSED IS A PROPANE OR ELECTRIC INCINERATING TOILET � c7 z --��t� it h• .1 I Q 1 uAl 12 B 4 DATUM =7 o 0 L 2- FORCE NAIN TO SNH 1 SECTION A -A HORIZONTAL SCALE 1'=20' VERTICAL SCALE 1'=10' Y EXISTING m GARAGE TO BE SECTION B-8 HORIZONTAL SCALE 1'=20' VERTICAL SCALE 1"=10' FINISH GRADE 4 MIL POLY OVER A 4' LAYER II F r u, Lrz OF 1/8' TD 1/Y STONE 4' DIA DRAIN PIPE 2' DIA PRECAST �i DRYWE.. TYPICAL tRYWELL NO SCALE MAIN ST. Gv D4 GAS VALVE " ' OASTAL WATER VALVE 28 HYDRANT 3/4' TO 1 1/2' O UTILITY POLE DOUB'i 7FD INStIED ST'Y FROM THE DESIGN ENGINEER AND THE AGENT OF THE LOCAL BOARD OF NGINEEMG � PARK.. - w - UNDERGROUND WATER UNE ----10--- �c UM 1 ELECTRIC METER T NY INC.N' Ol�lPAj� 1 llVL GLEASON I HEREBY 7) THE INSTALLER SHALL ASCERTAIN THE LOCATION OF EXISTING UNDERGROUND 5 UTILITIES PRIOR TO EXCAVATION, AND SHALL PROTECT UTILITIES WITHIN THE N AREA DURING CONSTRUCTION. 260 Cranberry Hwy. Orleans, MA 02653 7�WORK LQSLe '4 EXISTING SEWAGE DISPOSAL SYSTEM IS A GREY WATER SYSTEM. 508.255.6511 Fax: 508.255.6700 PROPOSED IS A PROPANE OR ELECTRIC INCINERATING TOILET � c7 z O Q 1 1 O 1 1 t^ O w SOMERSET I W W HYANNIS LOCUS v O q ! a HARBOR 1 I ! a. I ND MILLEn W. YARMOUTH KEY MAP NO SCALE PLAN REFERENCE. PLAN BOOK: 148 PAGE: 7 PLAN BOOK: 16 PAGE: 109 ASSESSORS MAP 20/28 PARCEL 161 OTE.FFLOOD NOTE.-- FLOOD LOOD ZONE A9 - ELEV. = 10 FEMA FIRM COMM. -PANEL #250004 0009D REVISED JANUARY 16, 1992 DATUM NOTE. ELEVATIONS SHOWN HEREON ARE BASED ON THE NATIONAL GEODETIC VERTICAL DATUM (NGVD OF 1929) LEGEND EXISTING Gv D4 GAS VALVE wV D4 WATER VALVE HYDRANT 3/4' TO 1 1/2' O UTILITY POLE DOUB'i 7FD INStIED ST'Y FROM THE DESIGN ENGINEER AND THE AGENT OF THE LOCAL BOARD OF - G- UNDERGROUND GAS - w - UNDERGROUND WATER UNE ----10--- CONTOUR UM 1 ELECTRIC METER ® GAS METER DESIGN CAL COLA TIONS DESIGN FLOW: 5 EXISTING + 1 PROPOSED BEDROOMS AT 110 GAL PER DAY PER BEDROOM = 660 GPD x 60 9.= 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: Vt = 136 x 151 x 0.74 = 399.6 GPD EXISTING: ONE ( 1) - 36 'L x 15 V. x 0.5 'D. LEACHING FIELD Vt = 399.6 GPD > 396 GPD REVD. ONE ( 1) - 1500 GAL SEP11C TANK, MINIMUM ALLOWED ONE ( 1) - DISTRIBUTION BOX ( 5 OUTLET) INSTALL ONE ( 1 ) - SEWER MANHOLE BUILDING COVERAGE MAXIMUM BUILDING COVERAGE = 2541 NOTES EXISTING DWELLING, DECK AND PROPOSED GARAGE 1) GARBAGE GRINDERS ARE NOT ALLOWED WITH THIS DESIGN, FOOTPRINT AND PROPOSED DECK COVER 3,129 SF 2) THE INSTALLER IS RESPONSIBLE FOR ASSURING THAT COMPONENTS OF BUILDABLE UPLAND AREA ABOVE BORDERING THE SEWAGE DISPOSAL SYSTEM ARE DESIGNED WITH SUFFICIENT VEGETATED WETLAND = 13,079 SF STRENGTH TO SUSTAIN ALL LOADS TO BE IMPOSED ON THEM. ANY COMPONENT OF THE SYSTEM SUBJECT TO VEHICULAR TRAFFIC MUST BUILDING COVERAGE = 3,129 SF / 13,079 SF = 23.9% COMPLY WITH A MINIMUM STANDARD OF A.A.S.H.T.O. H-20 WHEEL LOADS. 23.9% < 25% OK 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/FT. 5) NO PART OF THIS DESIGN SHALL BE ALTERED WIHOUT PRIOR APPROVAL FROM THE DESIGN ENGINEER AND THE AGENT OF THE LOCAL BOARD OF HEALTH. ALL REQUESTS FOR CHANGES SHALL BI: 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 CHANGES IN DESIGN. I HEREBY 7) THE INSTALLER SHALL ASCERTAIN THE LOCATION OF EXISTING UNDERGROUND HEREON I 15066 P UTILITIES PRIOR TO EXCAVATION, AND SHALL PROTECT UTILITIES WITHIN THE kA AREA DURING CONSTRUCTION. DATE <II 7�WORK LQSLe ,�1� EXISTING SEWAGE DISPOSAL SYSTEM IS A GREY WATER SYSTEM. P.LS PROPOSED IS A PROPANE OR ELECTRIC INCINERATING TOILET � c7 NO. THE LOT SHOWN ,, IN DEED BOOK 11 r O F rh � A w V 0 �i rrarre� V W � a w a � SCALE AS NOTED DRAWINGFILE C15340-2005.dwe 12-23-05 DRAWNBY TLM CHECKED BY 0 SD 0 N O OF -L SHEETS PROJECT NO. r° C15340.00 3 P kA ri N N 7 m I � c7 z O Q 1 O 1 1 Z O I W W v O q ! a q ! a. r O F rh � A w V 0 �i rrarre� V W � a w a � SCALE AS NOTED DRAWINGFILE C15340-2005.dwe 12-23-05 DRAWNBY TLM CHECKED BY 0 SD 0 N O OF -L SHEETS PROJECT NO. r° C15340.00 kA ri N N 7 m N z r O F rh � A w V 0 �i rrarre� V W � a w a � SCALE AS NOTED DRAWINGFILE C15340-2005.dwe 12-23-05 DRAWNBY TLM CHECKED BY 0 SD 0 N O OF -L SHEETS PROJECT NO. r° C15340.00