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Home My WebLink AboutDOATOP EL. 22.5 BOT. EL. 18.5 TEST HOLE LOGS ENGINEER: DANIEL A. OJALA, PE, PLS WITNESS: BRUCE MURPHY, RS, CHO nATF• SEPTEMBER 21, 2006 PERC. RATE _ 0" ENGINEER: DANIEL A. OJALA, PE, PLS CLASS I' SOILS LS DATE: OCTOBER 30, 2006 Cul ELEV. 0- ELEV. CLASS 1 SOILS 22.5' 19.4' ELEV. LS A/E ADJ. G.W. - A LS, LS LS 18" 10YR 4/2 1OYR 5/2 76" B 15.1' 17.4' LS perched. G.W. 40" 10YR 6/6 22.7' B 108" 2.5Y 7/5 LS LS 40" 1OYR 6/8 19.2' FMS 2.5Y 7/3 102" 14.0' OBS G.W. 108" 113.5, DCE # 06-211 112" I/ `r VI\II 1\"L VVI I 1 I JI IILLL., SPACED 5' O.C. ON 2" LATERAL SPACED 6' O.C. (TYP.) INDEX WELL INFO WELL A1W-247 ZONE: B READING: 226' DATE: SEPTEMBER, 2006 ADJUSTMENT: 1.9' NOTE: REDUCED ADJUSTMENT UTILIZED DUE TO ADJACENT WETLAND WITH OUTLET CONTROL PREVENTS SIGNIFICANT GROUNDWATER FLUCTUATIONS. USE EL 16.5 FOR AJDUSTED WATER ELEVATION ELEV. p^ IT 23.0' A/E LS 1OYR 5/2 2" 22.0' B LS 36" 1OYR 6/8 20.0' 24" OBS G.W. C1 MS 2.5Y 7/3 150" 10.5' C2 SILT LOAM 160" N6 9.7' CLEANOUTS TO GRADE AT END OF EACH LATERAL (TYP.) 4" CENTRAL FED MANIFOLD LIMIT UNSUITABLE SOIL REMOVAL DETAIL SITE PLAN- LEACHING AREA Scale:1 "= 10' 0 5 10 15 20 25 FEET B SL/SILT LOAM 13.7' 30„ 1OYR 6/8 16.9' C SILT LOAM MIXED LAYERS GLEYED VARIGATED INDEX WELL INFO NOTE: REDUCED ADJUSTMENT WELL: Al W-247 UTILIZED DUE TO ADJACENT WETLAND ZONE: 8 WITH OUTLET CONTROL PREVENTS READING: 23.1SIGNIFICANT GROUNDWATER DATE: OCTOBER, 2006 FLUCTUATIONS. USE ELEV. 16.5 FOR ADJUSTMENT: 2.4' ADJUSTED WATER ELEVATION 0„ Q 21.9' A LS 1OYR 4/2 12" 20.9' B LS tOYR 6/6 29" 19.5' TEST HOLE LOGS 0" ENGINEER: DANIEL A. OJALA, PE, PLS A WITNESS: BRUCE MURPHY, RS, CHO LS DATE: OCTOBER 30, 2006 1OYR 4/2 PERC. RATE _ < 2 MIN/INCH 6" ELEV. CLASS 1 SOILS p" 19.4' ELEV. LS 19.3' 0" Bi 23.0' ADJ. G.W. - A A LS LS 18" 10YR 4/2 17.9' 12„ 10YR 4/2 22.0' 76" B 15.1' 17.4' LS perched. G.W. 40" 10YR 6/6 22.7' B SL/SILT LOAM 13.7' 30„ 1OYR 6/8 16.9' C SILT LOAM MIXED LAYERS GLEYED VARIGATED INDEX WELL INFO NOTE: REDUCED ADJUSTMENT WELL: Al W-247 UTILIZED DUE TO ADJACENT WETLAND ZONE: 8 WITH OUTLET CONTROL PREVENTS READING: 23.1SIGNIFICANT GROUNDWATER DATE: OCTOBER, 2006 FLUCTUATIONS. USE ELEV. 16.5 FOR ADJUSTMENT: 2.4' ADJUSTED WATER ELEVATION 0„ Q 21.9' A LS 1OYR 4/2 12" 20.9' B LS tOYR 6/6 29" 19.5' C C C PERC FMS PERC MS MS 2.5Y 7/3 2.5Y 7/3 2.5Y 7/3 5% GRAVEL 108" 1 10_4' 120" _ 13.0' 138" OBS. G.W. 1 11_5' NOTE: FIGURE BID BASED ON 4' VERTICAL REMOVAL UNDER ENTIRE LEACHING AREA- 5' LIMIT AROUND LEACHING, (EXCEPT 8' DEEP UNDER EXISTING LEACHING AREA OF 1500 SF±) ENGINEER TO INSPECT. NOTE: 9970± SF FOOTPRINT INCLUDING 5' OVERDIG. 26,000 SF ± PAVEMENT INDICATED TO BE REPLACED. 96" _ 13.9' 84014.7' 132" OBS G.W. 10.9' 120" OBS=. G.W. 11.7- 84 Fg ELEV. n- V 21.4' 41' ELEV. 0" 21.7' A LS LS 1OYR 4/2 51" 6" 21.2' B 22_0' LS 1OYR 6/6 36" 18.7' C C C PERC FMS PERC MS MS 2.5Y 7/3 2.5Y 7/3 2.5Y 7/3 5% GRAVEL 108" 1 10_4' 120" _ 13.0' 138" OBS. G.W. 1 11_5' NOTE: FIGURE BID BASED ON 4' VERTICAL REMOVAL UNDER ENTIRE LEACHING AREA- 5' LIMIT AROUND LEACHING, (EXCEPT 8' DEEP UNDER EXISTING LEACHING AREA OF 1500 SF±) ENGINEER TO INSPECT. NOTE: 9970± SF FOOTPRINT INCLUDING 5' OVERDIG. 26,000 SF ± PAVEMENT INDICATED TO BE REPLACED. 96" _ 13.9' 84014.7' 132" OBS G.W. 10.9' 120" OBS=. G.W. 11.7- 84 Fg ELEV. n- V 21.4' 41' FILL X' (HAND AUGER) A 85 LS ELEV. 51" 1OYR 4/2 17.1' 22.2' o-' 22_0' SITE PLAN OBS G.W. B LS 10YR 4/2 LS FILL 76" 10YR 6/4 15.1' C1 223 MAIN STREET MS 108" 2.5Y 7/5 12.4' LS C2 YARMOUTHPORT, MA SILT LOAM 10YR 5/6 132" 5B 5/1 10.4' Wr L (HAND AUGER) 85 ELEV ELEV. 0" 22.2' o-' 22_0' SITE PLAN A LS 10YR 4/2 FILL OLD YARMOUTH INN 12" 223 MAIN STREET B LS YARMOUTHPORT, MA 14.4' 31 " 10YR 5/6 19.6• M/C SAND PREPARED FOR PERC C' ARPAD VOROS MS 10YR 7/4 SCALE: 1 " = 20' 84"_ 15.0' DATE: SEPT 22, 2006 90" - 14.7' OBS. G.W. REVISED: OCT. 12, 2006 (PARKING STRIPES) 96" OBS G.W. 14.2' REVISED: JAN 12, 2007 (SEPTIC) + 91o7 C2 off 508-362-4541 SILT LOAM fax 508 362-9880880 120" 1OYR 7/4 12.2' 96" 14.0' -down cape engineering, inc. Cl VIL ENGINEERS �WAOF&4.N OFys -. LAND SURVEYORS AN EL ANIEL , ? � � OA 939 Main Street - YARMOUTHPORT, MASS. o OLA , o I OJALA " CIV l _ ANo. 0980v iA No. 50 Q PAGE: 2. OF 4 1/12/07 �q yon fss, N� A. OJALA PL � 06-212.DWG TOP EL. 22.5 BOT. EL. 18.5 TEST HOLE LOGS ENGINEER: DANIEL A. OJALA, PE, PLS X' WITNESS: BRUCE MURPHY, RS, CHO DATE: SEPTEMBER 21, 2006 PERC. RATE _ < 2 MIN/INCH PERC. RATE _ ELEV' CLASS 1 SOILS 0" CLASS I SOILS 19.3' 0" E:Ul 23.0' ADJ. G.W. Cul ELEV. 0" 22.5' LS 18" 1OYR 4/2 A/E 76" B LS 17.4' LS perched. G.W. 1OYR 5/2 17" 21.1' 2.5Y 7/5 B C2 LS 40" 1OYR 6/8 19.2' C FMS 112" 2.5Y 7/3 102" V 114.0' OBS G.W. 108" 13.5' DCE # 06-211 I / `F URI± II,L YYI I I I JI IILL-U SPACED 5' O.C. ON 2" LATERAL SPACED 6' O.C. (TYP.) INDEX WELL INFO WELL A1W-247 ZONE: B READING: 22.6' DATE: SEPTEMBER, 2006 ADJUSTMENT: 1.9' NOTE: REDUCED ADJUSTMENT UTILIZED DUE TO ADJACENT WETLAND WITH OUTLET CONTROL PREVENTS SIGNIFICANT GROUNDWATER FLUCTUATIONS. USE EL 16.5 FOR AJDUSTED WATER ELEVATION ELEV. p" 1�9323_0' A/E LS 1OYR 5/2 12" 22.0' B LS 36" 1OYR 6/8 20.0' 24" OBS G.W. Cl MS 2.5Y 7/3 150" 10.5' C2 SILT LOAM 160" N6 9.7' CLEANOUTS TO GRADE AT END OF EACH LATERAL (TYP.) / Gv 4" CENTRAL. FED MANIFOLD \ LIMIT UNSUITL.BLE SOIL REMOVAL DETAIL SITE PLAN- LEACHING AREA Scal e:1 "= 10' 0 5 10 15 20 25 FEET B SL/SILT LOAM 13.7' 30" 1OYR 6/8 16.9' C SILT LOAM MIXED LAYERS GLEYED VARIGATED INDEX WELL INFO NOTE: REDUCED ADJUSTMENT WELL Al W-247 UTILIZED DUE TO ADJACENT WETLAND ZONE: 8 WITH OUTLET CONTROL PREVENTS READING: 23.1' SIGNIFICANT GROUNDWATER DATE: OCTOBER, 2006 FLUCTUATIONS. USE ELEV. 16.5 FOR ADJUSTMENT: 2.4' ADJUSTED WATER ELEVATION I I ELEV. ELEV. 0" Q 21_9' 0" 17 21.7' A LS 1OYR 4/2 12" 20.9' B LS 10YR 6/6 29" 19.5' A LS 1OYR 4/2 6" 21.2' B LS 36" 1 OYR 6/6 18.7' C C C PERC FMS PERC MS MS 2.5Y 7/3 2.5Y 7/3 2.5Y 7/3 5% GRAVEL 108" 10_4' 120" 1_ 13.0' 138" OBS G.W. NOTE: FIGURE BID BASED ON 4' VERTICAL REMOVAL UNDER ENTIRE LEACHING AREA- 5' LIMIT AROUND LEACHING, (EXCEPT 8' DEEP UNDER EXISTING LEACHING AREA OF 1500 SF±) ENGINEER TO INSPECT. NOTE: 9970± SF FOOTPRINT INCLUDING 5' OVERDIG. 26,000 SF ± PAVEMENT INDICATED TO BE REPLACED. 96" 1 V 13.9' 84' 1 v 1 14.7' 132" OBS G.W. 10.9' 120" 1 08S.-G.W. 11.7' 84' f &I ELEV. n" V 21.4' 41 TEST HOLE LOGS X' ENGINEER: DANIEL A. OJALA, PE, PLS A WITNESS: BRUCE MURPHY, RS, CHO DATE: OCTOBER 30, 2006 PERC. RATE _ < 2 MIN/INCH 4 ELEV' CLASS 1 SOILS 0" 19.4' ELEV. - 19.3' 0" E:Ul 23.0' ADJ. G.W. - - A A LS LS 18" 1OYR 4/2 1OYR 4/2 17.9' 12" 22.0' 76" B 15.1' 17.4' LS perched. G.W. 40" 1OYR 6/6 22.7' B SL/SILT LOAM 13.7' 30" 1OYR 6/8 16.9' C SILT LOAM MIXED LAYERS GLEYED VARIGATED INDEX WELL INFO NOTE: REDUCED ADJUSTMENT WELL Al W-247 UTILIZED DUE TO ADJACENT WETLAND ZONE: 8 WITH OUTLET CONTROL PREVENTS READING: 23.1' SIGNIFICANT GROUNDWATER DATE: OCTOBER, 2006 FLUCTUATIONS. USE ELEV. 16.5 FOR ADJUSTMENT: 2.4' ADJUSTED WATER ELEVATION I I ELEV. ELEV. 0" Q 21_9' 0" 17 21.7' A LS 1OYR 4/2 12" 20.9' B LS 10YR 6/6 29" 19.5' A LS 1OYR 4/2 6" 21.2' B LS 36" 1 OYR 6/6 18.7' C C C PERC FMS PERC MS MS 2.5Y 7/3 2.5Y 7/3 2.5Y 7/3 5% GRAVEL 108" 10_4' 120" 1_ 13.0' 138" OBS G.W. NOTE: FIGURE BID BASED ON 4' VERTICAL REMOVAL UNDER ENTIRE LEACHING AREA- 5' LIMIT AROUND LEACHING, (EXCEPT 8' DEEP UNDER EXISTING LEACHING AREA OF 1500 SF±) ENGINEER TO INSPECT. NOTE: 9970± SF FOOTPRINT INCLUDING 5' OVERDIG. 26,000 SF ± PAVEMENT INDICATED TO BE REPLACED. 96" 1 V 13.9' 84' 1 v 1 14.7' 132" OBS G.W. 10.9' 120" 1 08S.-G.W. 11.7' 84' f &I ELEV. n" V 21.4' 41 FILL X' A LS 51 " 1 OYR 4/2 17.1' OBS G.W. B LS 76" 1OYR 6/4 15.1' C1 MS 108" 2.5Y 7/5 12.4' C2 SILT LOAM 132" 58 5/1 10.4' B5 ELEV. 0" 22.2' A LS 12" tCYR 4/2 B LS 14.4' 31 " 1 OYR 5/6 19.6' PERC Cl MS 1OYR 7/4 90" _ 14.7' 96" OBS G.W. 14.2- C2 SILT LOAM 120" 1OYR 7/4 12.2' 1/12/07 (HAND AUGER) [� ELEV. A" 22.0' Wr L J"Y SITE PLAN OLD YARMOUTH INN 223 MAIN STREET YARMOUTHPORT, MA PREPARED FOR ARPAD VOROS SCALE: 1 " = 20' 15.0' DATE: SEPT 22, 2006 REVISED: OCT. 12, 2006 (PARKING STRIPES) REVISED: JAN 12, 2007 (SEPTIC) 4 z-/ g-/ 0 7 off 508-362-4541 fax 508 362-9880 down cape engineering, Inc. CIVIL ENGINEERS LAND SURVEYORS 939 Mcin Street - YARMOUTHPORT, MASS PAGE: 2 OF 4 06-212.DWG I -W PARKING CALCULATIONS UPSTAIRS: RESIDENTIAL( 5 X 1.1) = 5.5 SPACES NOTES, 1 THE IS TOA YUNDERGROUND OPRIOREXISTING EXCAVVATIONUTILITIES APPROXIMATE. THISSHOWN THE EXCAVATING SPACES KITCHEN/BUSINESS AREAS: 963 SF (1/200) = 4.8 SPACES STORAGE/UTILITY AREAS: CONTRACTOR SHALL MAKE THE REQUIRED 72 HOUR NOTIFICATION TO DIG SAFE =1.5 SPACES 30' 20 63.4 SPACES REQUIRED (1-888-344-7233) AND ANY OTHER UTILITIES WHICH MAY HAVE CABLE, PIPE OR 70 SPACES PROVIDED m 21.1 FINISH GRADE SPOT ELEV. SINGLE POST SIGN 20' EQUIPMENT IN THE CONSTRUCTION AREA FOR VERIFICATION OF LOCATIONS. CP CESSPOOL(APPROX.) 4QL BENCHMARK C-0, 2. THIS PLAN IS FOR PROPOSED WORK ONLY AND IS NOT TO SOIL TEST BE USED FOR PROPERTY LINE STAKING. 3. ADDITIONAL LOT COVERAGE BY STRUCTURE AND PAVING = 839 SF 4. ALL CONSTRUCTION MATERIALS, COMPONENTS, AND METHODS EMPLOYED ON THIS PROJECT WORK SHALL CONFORM TO THE TOWN OF YARMOUTH SUBDIVISION REGS. AND\OR THE MASSACHUSETTS DEPARTMENT OF PUBLIC WORKS STANDARD SPECIFICATIONS FOR BRIDGES AND HIGHWAYS AS AMENDED TO PRESENT. ALL SEPTIC WORK AND MATERIALS TO CONFORM TO 310 CMR 15.00 TITLE 5. AND YARMOUTH HEALTH REGULATIONS. EW12 1 5. VERTICAL DATUM IS ASSUMED. MUNICIPAL WATER IS AVAILABLE. 6. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHTO-H20 UNLESS NOTED. E 11 7. REF. ZBA SPECIAL PERMIT GRANTED. PROPOSED WORK LIMIT LINE STAKED HAYBALES AND/OR SILTATION FENCE SEE DETAIL. 1i X00' 1 � PROP D ULKHEA a E 121.38' ° alf/ EW8 13�_ I -W PARKING CALCULATIONS UPSTAIRS: RESIDENTIAL( 5 X 1.1) = 5.5 SPACES DINING AREAS 2,320 SF(1/15)(1/3) = 51.6 SPACES KITCHEN/BUSINESS AREAS: 963 SF (1/200) = 4.8 SPACES STORAGE/UTILITY AREAS: 3,133 SF (1/2100) =1.5 SPACES 30' 20 63.4 SPACES REQUIRED SIDE SETBACK 70 SPACES PROVIDED m 521 CMR: 3 ACCESSIBLE SPACES REQUIRED THREE HCP ACCESSIBLE SPACES PROVIDED INCLUDING ONE VAN ACCESSIBLE SPACE (STRIPE) TREE CALCULATION: 70 SPACES (1/8) = 8.75 9 TREES EXISTING IN ISLANDS PROVIDED DCE # 06-211 LIMIT UNSUITABLE SOIL REMOVAL '... SEPTIC CALCULATIONS EROSION CONTROL AND SITE RESTORATION 1. HAY BALES AND/OR SILTATION FENCE SHALL BE INSTALLED AS SOON AS PRACTICAL AFTER SITE PREPARATION WORK HAS BEGUN. 2. ALL EROSION CONTROL STRUCTURES SHALL BE MAINTAINED IN GOOD CONDITION AND INSPECTED ON A REGULAR BASIS UNTIL ALL SITE IMPROVEMENTS ARE IN PLACE AND VEGETATION ESTABLISHED. 3. THE SITE WORK CONTRACTOR SHALL BE RESPONSIBLE TO ASSURE THAT SOILS, VEGETATION AND CONSTRUCTION DEBRIS FROM THE PROJECT ARE CONFINED TO THE PROJECT SITE DURING CONSTRUCTION. PERMANENT SURFACES INCLUDING PAVEMENT, LAW AND LANDSCAPED AREAS SHALL BE PROTECTED BY PROPER GRADING, MULCHING OR OTHER CONSTRUCTION AS MAY BE REQUIRED UNTIL STABIUZATION OF TI SITE IS ACHIEVED. 4. THE REMAINDER OF THE AREA DISTURBED BY CONSTRUCTION WILL BE SPREAD WITH WITH AT LEAST 4 INCHES OF ORGANIC LOAM, AND SEEDED WITH GRASS COVER. UPSTAIRS: RESIDENTIAL 5 BR X 110 = 550 GPD TAVERN SEATING: 60 SEATS (20 GPD/SEAT) = 1200 GPD RESTAURANT: 108 SEATS (35 GPD/SEAT) = 3780 GPD TOTAL DESIGN FLOW: 5530 GPD LEACHING AREA: 5530 / .74 = 7,473 SF REQUIRED 7,550 SF PRIMARY AND 7,480 SF RESERVE AS SHOWN > 7,473 O.K. GREASE TRAP: 168 X 15 = 2,520 GAL REQ. USE NEW 3000 GALLON GREASE TRAP. (USE EXISTING 2000± GAL. GREASE TRAP IN SERIES IN ADDITION) SEPARATE KITCHEN WASTE (3 BAY SINK, DISHWASHER ETC.) AND PLUMB INTO GREASE TRAP. REMAINDER OF FLOW TO BE RE-ROUTED DIRECTLY INTO PRIMARY SEPTIC TANK. INTERIOR PLUMBING WORK REQUIRED. SEPTIC TANK: DUAL COMPARTMENT OR 2 TANKS IN SERIES REQUIRED. 5530 GAL (200%) = 11,060 GAL 1ST TANK, 5530 (100%) = 5530 GAL 2ND TANK USE EXISTING 11,500 GALLON SEPTIC TANK FOR FIRST TANK (11,500 GAL. > 11,060 O.K.) USE 6,000 GAL SEPTIC TANK FOR SECOND TANK IN SERIES- (6000 GAL. > 5530 O.K.) PUMP CHAMBER: 5530 GAL RESERVE REQ. USE 8,000 GAL TANK FOR PUMP CHAMBER v _ _ DATL TOWARD SITE EXCAVATION X 2" X 36" WOOD POST PLAN VIEW NTS POSITION END POSTS TO OVERLAP AS SHOWN ABOVE, MAKING CERTAIN THAT FABRIC FOLDS AROUND EACH POST AT LEAST ONE TURN DRIVE POSTS TIGHTLY TOGETHER AND SECURE TOPS OF POSTS WITH CHORD OR WIRE TO PREVENT FLOW-THROUGH OF BUILT-UP SEDIMENT AT JOINT. NOTE: ' 1. EXCAVATE A 6" a 6" TRENCH ALONG SPECIFIED SILT FENCE LINE IMMEDIATELY AFTER CLEARING AND GRUBBING IS COMPLETE AND INSTALL SILT FENCE 2. UNROLL SILT FENCE ONE SECTION AT A TIME. POSTS SHOULD BE POSITIONED ON DOWNSTREAM SIDE OF FENCE 3. DRIVE POST INTO GROUND AND LAY THE TOE -IN FABRIC IN BOTTOM OF TRENCH. BACKFILL TRENCH, AND TAMP GROUND AS SHOWN IN DIAGRAM ABOVE. 4. REMOVE SILT AND DEBRIS BEFORE ONE FOOT ACCUMULATION OCCURS AT THE FENCE UNE. SILT FENCE INSTALLATION N.T.S. LOCUS MAP YARMOUTH ASSESSOR'S MAP 122 PCL. 92 LOCUS IS IN F.E.M.A. ZONE C r=____c___ -------- ___-_ _== 2:1 SLOPE (MAX) REFERENCES 2:1 SLOPE (MAX) I REFERENCE: DB 7145 PG 191 (2) 1" X 1" X 3' STAKES PER BALE I YARMOUTH ASSESSOR'S MAP 122 PCL. 92 PLAN ` HAY OR STRAW BALES S" MIN. li '- ; - == - OWNER OF RECORD SMF REALTY TRUST u U U SHEILA M. FITZGERALD, TRUSTEE EXISTING DITCH SECTION 223 MAIN STREET, YARMOUTHPORT, MA 02675 EMBED BALES 4" MIN. DB 7145 PG 191 UPSTREAM ELEVATION _ ADDRESS: #223 MAIN STREET, YARMOUTHPORT, MA 02675 EROSION CHECK N.T.S. A. OJALA PLS, PE Scale: l "= 20' 0 10 20 30 z0 52 FEET LEGEND _ EXISTING: HCP SYMBOL MIN. 15 EXISTING CONTOUR � EXISTING +14.12 HYDRANT _4(' .. -DECIDUOUS TREE �c ` CATCH BASIN EXISTING SPOT ELEVATION, ; •, MIN. FRONT SETBACK 30' 20 FINISH GRADE CONTOUR MIN. SIDE SETBACK SHORT POST LIGHT m 21.1 FINISH GRADE SPOT ELEV. SINGLE POST SIGN Ick W_ EXISTING WATER MAIN G EXISTING GAS MAIN E EXISTING EJRIED ELECTRIC AND U.G. FIBER OPTIC CABLE Q EXISTING U.G. OXYGEN PIPING T EXISTING U.G. TELEPHONE : NOT ALL SYMBOLS APPEAR ON DRAWING ZONING SUMMARY ZONING DISTRICT: R40 REQUIRED: EXISTING: HCP SYMBOL MIN. SHRUB !e MANHOLE Y HYDRANT O CATCH BASIN 4o POLE LIGHT MIN. FRONT SETBACK 30' 8.4' 8.4' MIN. SIDE SETBACK SHORT POST LIGHT m LEACHING GALLEY MIN. SINGLE POST SIGN 20' (WITH COVER TO GRADE) CP CESSPOOL(APPROX.) 4QL BENCHMARK C-0, UTILITY POLE TH-1 SOIL TEST Ick W_ EXISTING WATER MAIN G EXISTING GAS MAIN E EXISTING EJRIED ELECTRIC AND U.G. FIBER OPTIC CABLE Q EXISTING U.G. OXYGEN PIPING T EXISTING U.G. TELEPHONE : NOT ALL SYMBOLS APPEAR ON DRAWING ZONING SUMMARY ZONING DISTRICT: R40 REQUIRED: EXISTING: PROPOSED: MIN. LOT SIZE 40,000 S.F. 71,779 S.F. 71,779 S.F. MIN. LOT FRONTAGE 150' 204.66' 204.66' MIN. FRONT SETBACK 30' 8.4' 8.4' MIN. SIDE SETBACK 20' 9.4' 9.4' MIN. REAR SETBACK 20' 234.9' 234.9' MAX. BUILDING COVERAGE 25% 7.5% 8.9% EXISTING USE : H-10 RESTAURANT & A6 INN PROPOSED USE : H-10 RESTAURANT & A6 INN (TO REMAIN) SITE PLAN OLD YARMOUTH INN 223 MAIN STREET YARMOUTHPORT, MA PREPARED FOR ARPAD VOROS SCALE: 1 " = 20' DATE: SEPT 22, 2006 REVISED: OCT. 12, 2006 (PARKING STRIPES) REVISED: JAN 12, 2007 (SEPTIC) REVISED: FEB 8, 2007 (DRAINAGE) IT off 508-362-4541 fax 508 362-9880 down cape engineering, Inc. CIVIL ENGINEERS LAND SURVEYORS 939 Main Street - YARMOUTHPORT, MASS. PAGE: 1 OF 4 06-212.DWG c I c PLAN VILW buALa: f/v - i -u CONCRETE MINIMUM STRENGTH: 5000 PSI AT 28 DAYS STEEL REINFORCEMENT: ASTM -AS -615 GRADE 60 DESIGN LOADING: AASHTO HS -20 NOTE: SEPTIC TANKS AND PUMP CHAMBER TO BE COATED WITH WATERPROOFING BY THE MANUFACTURER. CONTRACTOR TO VERIFY THAT ALL SEPTIC TANKS AND THE PUMP CHAMBER ARE 1007 WATER TIGHT. 6" LOAM & SEED ALL DISTURBED AREAS (fYP,) 1/2"/FT MIN. 8" REVEAL GRADE TO DRAIN GT1 NEW 3000 GAL TANK ` (GREASE TRAP N0.1) NEW 6,000 GAL TANK 24" OPENINGS ai O� 8" KNOCKOUTS P. INLET TEE 12\• PLAN VILW buALa: f/v - i -u CONCRETE MINIMUM STRENGTH: 5000 PSI AT 28 DAYS STEEL REINFORCEMENT: ASTM -AS -615 GRADE 60 DESIGN LOADING: AASHTO HS -20 NOTE: SEPTIC TANKS AND PUMP CHAMBER TO BE COATED WITH WATERPROOFING BY THE MANUFACTURER. CONTRACTOR TO VERIFY THAT ALL SEPTIC TANKS AND THE PUMP CHAMBER ARE 1007 WATER TIGHT. 6" LOAM & SEED ALL DISTURBED AREAS (fYP,) 1/2"/FT MIN. 8" REVEAL GRADE TO DRAIN 6"CRUSHED STONE UNDER ALL NEW TANKS LlTV./ COMPACTED BACKFILL PITCHED AWAY FROM BUILDING COMPACT FOUNDATION BACKFILL AFTER CONC. CURED CLEAN SAND BACKFILL COMPACTED TO 95% MOD. PROCTOR DENSITY GRADING DETAIL NOT TO SCALE 7'X17'X 6'-6'f CONCRETE MINIMUM STRENGTH: 5000 PSI AT 28 DAYS STEEL REINFORCEMENT ASM -AS -615 GRADE 60 DESIGN LOADING: AASHTO HS -20 GENERAL NOTES. (APPLY TO ALL SHEETS) 1. THE LOCATION OF EXISTING UNDERGROUND UTILITIES SHOWN ON THIS PLAN IS APPROXIMATE. PRIOR TO ANY EXCAVATION ON THIS SITE, THE EXCAVATING CONTRACTOR SHALL MAKE THE REQUIRED 72 HOUR NOTIFICATION TO DIG SAFE (1-8B8-344-7233) AND ANY OTHER UTILITIES WHICH MAY HAVE CABLE, PIPE OR EQUIPMENT IN THE CONSTRUCTION AREA FOR VERIFICATION OF LOCATIONS. 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 FOR BRIDGES AND HIGHWAYS AS AMENDED TO PRESENT. ALL SEPTIC WORK AND MATERIALS TO CONFORM TO 310 CMR 15.00 TITLE 5. AND YARMOUTH HEALTH REGULATIONS. 3. VERTICAL DATUM IS NGVD29 ASSUMED FROM TOWN G.I.S. DATA 4. ALL NEW REAR ROOF RUNOFF TO BE PIPED TO DRAINAGE SYSTEM. COORDINATE DOWNSPOUT LOCATIONS WITH ARCHITECT. ROOF DRAINS 6'OSCH40 PVC AT 1% MIN. PITCH TO DRYWELLS/DRAINAGE S. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHTO-H-20 UNLESS NOTED. 6. THIS PLAN IS FOR PROPOSED WORK ONLY AND IS NOT TO BE USED FOR PROPERTY LINE STAKING. LOCATION OF TEES MUST BE DIRECTLY UNDER OPENING. SUPPORT WITH STAINLESS STRAP TO RISER. TEE LOCATION PUMP INSTALLATION 1. PRESSURE DOSING PUMPS SHALL BE GOULD 30 2.0 HP PUMPS WITH 5.5" IMPELLERS CAPABLE OF 200 GPM AT AN 37 FT TDH. INSTALL WITH GOULDS STAINLESS RAIL MOUNTING SYSTEM. PUMPS SHALL BE INSTALLED IN STRICT CONFORMANCE WITH THE MANUFACTURERS SPECIFICATIONS. PRIOR TO ORDERING PUMPING EQUIPMENT THE INSTALLER SHALL PROVIDE THE DESIGN SHOP DRAWINGS OF THE ALL PUMPING EQUIPMENT FOR APPROVAL THE PUMPS SHALL BE 3 PHASE ALTERNATING CURRENT. THE INSTALLER SHALL CONFIRM THAT THE REQUIRED POWER CONFIGURATION FOR FOR THE PUMPS IS AVAILABLE AT THE SITE PRIOR TO ORDERING EQUIPMENT. 2. CONTROLS: PUMP CONTROLS SHALL BE LOCATED WITHIN THE BUILDING IN AN ACCESSIBLE AREA AND SHALL BE ENCLOSED AS REQUIRED TO MEET ALL STATE AND LOCAL CODES AND REGULATIONS. THE PUMPS SHALL OPERATE ALTERNATELY. PUMPS SHALL BE PROVIDED WITH A LOW LEVEL OVERRIDE AND REDUNDANT LOW LEVEL ALARM SET SUCH THAT THE PUMPS REMAIN SUBMERGED. PUMPS SHALL OPERATE FOLLOWING SEQUENCE: a. PUMPS OFF b. LEAD PUMP ON c. ALARM ON AND LAG PUMP ON (TWO PUMPS OPERATE OR ALTERNATE PUMP SUBSTITIUTES FOR FAILED PUMP) d. PUMPS MUST ALTERNATE THE DUPLEX CONTROL PANEL SHALL BE A MYERS THREE PHASE DUPLEX CONTROL PANEL MODEL CWHV3-20-23 DW OR APPROVED EQUAL, OPTIONS AS SPECIFIED ABOVE AND BELOW. 3. PROVIDE ELAPSED TIME METER AND CYCLE COUNTER IN PANEL ALARM: PUMPS SHALL BE EQUIPPED WITH AN ALARM POWERED BY A CIRCUIT SEPARATE FROM THE PUMP POWER. THE ALARM SHALL CONSIST OF A RED WARNING LIGHT AND AUDIBLE SIGNAL WITH PRESS TO SILENCE SWITCH. THE ALARM SHALL SIGNAL A LOW WATER CONDITION (PUMPS NOT SUBMERGED) AND A HIGH WATER LEVEL CAUSED BY PUMP FAILURE RED LIGHT FOR PUMP SEAL FAILURE REO. 4. PROPER FUNCTION OF PUMPS, CONTROLS AND ALARMS SHALL BE DEMONSTRATED BY CLEAN WATER TESTING PRIOR TO BACKFILLING SAS FIELD. 5. ALL CONDUITS TO BE WATER TIGHT AND ODOR TIGHT. 6. THE EFFLUENT PUMPS ARE ACTIVATED BY TIMER AND DEMAND (FLOAT SWITCHES SET PER PLAN) 26" MANUF. LsBARON, BROCKTON, MA MODEL LK 110 LABEL SEWER OR DRAIN AS APPROPRIATE WEIGHT. 475 LBS TYPICAL ACCESS COVER SCALE: 3/4" - 1'-O" I NATURAL STONE TREE WELLS WERE INDICATED 1.5:1 SLOPE FILTER FABRIC BEHIND ROCK, 40 MIL LINER WHERE INDICATED NOT TO SCALE 7. ALL STORM RUNOFF TO BE CONTAINED ON SITE. PROVIDE VEGETATED SWALES IN 6" LOAM & SEED ALL DISTURBED AREAS NOT PAVED. 120X3" CAPE COD BERM INTEGRAL WITH TOP COURSE PERIMETER AS REQUIRED TO ENSURE RUNOFF IS RETAINED. EROSION CONTROL NETTING ON ALL SLOPES >10% WHERE INDICATED 8. 6" LOAM AND SEED ALL DISTURBED AREAS NOT PAVED. JUTE NETTING ON ALL SLOPES >10% (SEE NOTE 22.). SEE NOTE 22. 1' TOPCOAT 9. ALL SEPTIC PIPING 4"OSCH40 PVC AT 1% MIN. UNLESS NOTED. MASS DPW 10. SEPTIC COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WTTFi0U7 \ �/ 2" BINDER TYPE It INSPECTION BY TOWN & OWNERS ENGINEER AND PERMISSION OBTAINED. 24 HR. NOTICE REQ. 11. COORDINATE UTILITY INSTALLATIONS WITH APPROPRIATE VENDORS. 12. SITE LIGHTING SHALL NOT CAUSE GLARE FOR MOTORISTS, PEDESTRIANS, OR NEIGHBORING PREMISES. 13. TOPOGRAPHY AND DETAIL LOCATION FROM FIELD SURVEY BY DOWN CAPE ENGINEERING. ABUTTING BUILDINGS FROM G.I.S. DATA- APPROXIMATE 14. GAS SERVICE PROPOSED. COORDINATE WATER SERVICE RELOCATION WITH WATER DEPT. 15. GRADE ALL LAWN AREAS TO PROVIDE POSITIVE PITCH AWAY FROM BUILDINGS TO DRAINS/SWALES. 16. ALL PROPOSED PAVEMENT TO BE FINISHED WITH CAPE COD BERM 12" X 3" WHERE INDICATED BERM TO BE CREATED INTEGRAL WITH BASE AND TOP COATS OF ASPHALT WHERE NOTED. 17. NOTE DEWATERING EXPECTED. PLAN ON WATER AT ELEV. 16.5 FOR TANK INSTALLATIONS. UTILIZE AREA INDICATED FOR DISCHARGE OF ANY DEWATERING EFFLUENT. 18. CONSERVATION COMMISSION ACTION ANTICIPATED. VERIFY WITH TOWN/ENGINEER FOR SPECIAL CONDITIONS. 19. CONTRACTOR TO SUBMIT SHOP DRAWINGS OF PUMPS, PANEL, AND ALL PRECAST FOR ENGINEERS APPROVAL PRIOR TO ORDERING. SEE SPECIFICATIONS °oOmoO0000°°oo°000 ''0000°° °°. (MDPW RECLAIMED PAVEMENT BORROW MATERIAL FOR BASE COURSE) EXTEND GRAVEL 6" MIN. / 8" REPROCESSED ASPHALT GRAVEL PAST EDGE PAVE MDPW M1.01.0 VIB. ROLLER COMPACTED (3' ON SERVICE DRIVE AREA- SEE PLAN) REMOVE TOP &SUBSOIL NOTE: REMOVE FROST SUSCEPTIBLE MATERIAL COMPACT SUBGRADE TO A DEPTH OF 36" BELOW FINISHED GRADE. REPLACE WITH NON FROST SUSCEPTIBLE MATERIAL (LESS THAN 10% PASSING #200 SIEVE) NOTE: COMPACT ALL FILL IN 6' LIFTS TO 95% MOD. PROCTOR DENSITY WITH VIBRATORY ROLLER COMPACTER. NOT TO SCALE /6" 9" DOUBLE SET AT BREAK IN LATERALS IN CENTER OF FIELD. 2'X2' SCH40 PVC TEE 4'OSCH40 VENT CLEANOUT DETAIL: L°BARON CAST IRON LA0910 H-20 RA7END. _ F VALVE BO GRADE AT)RATIONS DOWSHOWN UNS JUST IN PEASTONE FABRIC OVER VENT .rS\ Re ge e I 90' ELECTICAL CONDUIT SWEEP d 8 d 8 b,RE� W°a�° 2"OSCH40 LATERAL $ 3" PVC TO PUMP,,,,,., 4"X2" TEE 1 4" ORIFICE IN LATERAL PIT 7- 60' O.C. WITH SHIELDS (TYP ) ' SEE PLAN FOR LOCATIONS BOTTOM STONE 4"SCH 40 PVC MANIFOLD NOTE ALTERNATE HOLES ON TOP AND BOTTOM OF PIPE- LATERALS DRAIN TO FIELD. SIDE ELEVATION VIEW 4"OSCH40 PEFORATIONS DOWN VENT AS SHOWN TEE RUNS DOWN CENTER OF FIELD. I CAST IRON COVER 2" SC LATERALS 6' O.C. oo i OVER CLEANOUT MANHOLE COVER SEE DETAIL MORTAR ALL COMPONENTS (TYP.) 24" I.D. PRECAST CONC. RISER AS REQ. /4'0 PRECAST DONUT 1" OVER FIELD 4' THICK 4000 PSI CONC. W/WWF .... 18"0 OBSERVATION HOLE IN CTR. LEACHING FIELD '••• 12' PERF. HDPE PUMP OUT WELL TO SAND AT BOTTOM OF LEACH FIELD INSPECTION PORT DETAIL (2) REQUIRED IN LEACHING AREA LATERALS 6' CENTER TO CENTER AIRAFI 14ON FABRIC OVER STONE I"PEASTONE WITH FABRIC OVER 2'"0SCH40 PVC / WITH 1/4" ORIFICES DRILLED AT 5' O.C. AT 12 O'CLOCK POSITION TOTAL OF .75" - 1.5" STONE DOUBLE WASHED ONLY ENGINEER TO INSPECT NOT TO SCALE COMPACT BACKFILL' SEE PAVEMENT SECTION 72- 6. 0. 2"6.0" ORENCO SYSTEMS INC PH. 1-800-348-9843 OR EQUAL SEE DETAIL 1. . 1/12/ DAT 4"SCH40 PJC MANIFOLD .00005 3'PVC TO PUMP 5' ac -NG FIELD I I I 1/4" ORIFICE AT 5' O.C. j WITH ORIFICE SHIELD i POUR 1 CU. FT. MIN. /3000 PSI CONC THRUST BLOCK ' AROUND CONNECTION DRILL ORIFICES IN EACH LATERJ ld OF PIPE (12 O'CLOCK POSITION) PLAN VIEW in i $ SEPTIC PIPING DETAILS SITE PLAN OLD YARMOUTH INN 223 MAIN STREET YARMOUTHPORT, MA PREPARED FOR ARPAD VOROS SCALE: 1 " = 40' DATE: SEPT 22, 2006 REVISED: OCT. 12, 2006 (PARKING STRIPES) REVISED: JAN 12, 2007 (SEPTIC SYSTEM) +-L / $ /07 off 508-362-4541 fax 508 362-9880880 down cape engineering, inc. Cl VIL ENGINEERS LAND SURVEYORS 939 Main Street - YARMOUTHPORT, MASS. PAGE: 4 OF 4 GT1 NEW 3000 GAL TANK ` (GREASE TRAP N0.1) INSTALL GAS BAFFLE \ INLET TEE 12\• 6"CRUSHED STONE UNDER ALL NEW TANKS LlTV./ COMPACTED BACKFILL PITCHED AWAY FROM BUILDING COMPACT FOUNDATION BACKFILL AFTER CONC. CURED CLEAN SAND BACKFILL COMPACTED TO 95% MOD. PROCTOR DENSITY GRADING DETAIL NOT TO SCALE 7'X17'X 6'-6'f CONCRETE MINIMUM STRENGTH: 5000 PSI AT 28 DAYS STEEL REINFORCEMENT ASM -AS -615 GRADE 60 DESIGN LOADING: AASHTO HS -20 GENERAL NOTES. (APPLY TO ALL SHEETS) 1. THE LOCATION OF EXISTING UNDERGROUND UTILITIES SHOWN ON THIS PLAN IS APPROXIMATE. PRIOR TO ANY EXCAVATION ON THIS SITE, THE EXCAVATING CONTRACTOR SHALL MAKE THE REQUIRED 72 HOUR NOTIFICATION TO DIG SAFE (1-8B8-344-7233) AND ANY OTHER UTILITIES WHICH MAY HAVE CABLE, PIPE OR EQUIPMENT IN THE CONSTRUCTION AREA FOR VERIFICATION OF LOCATIONS. 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 FOR BRIDGES AND HIGHWAYS AS AMENDED TO PRESENT. ALL SEPTIC WORK AND MATERIALS TO CONFORM TO 310 CMR 15.00 TITLE 5. AND YARMOUTH HEALTH REGULATIONS. 3. VERTICAL DATUM IS NGVD29 ASSUMED FROM TOWN G.I.S. DATA 4. ALL NEW REAR ROOF RUNOFF TO BE PIPED TO DRAINAGE SYSTEM. COORDINATE DOWNSPOUT LOCATIONS WITH ARCHITECT. ROOF DRAINS 6'OSCH40 PVC AT 1% MIN. PITCH TO DRYWELLS/DRAINAGE S. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHTO-H-20 UNLESS NOTED. 6. THIS PLAN IS FOR PROPOSED WORK ONLY AND IS NOT TO BE USED FOR PROPERTY LINE STAKING. LOCATION OF TEES MUST BE DIRECTLY UNDER OPENING. SUPPORT WITH STAINLESS STRAP TO RISER. TEE LOCATION PUMP INSTALLATION 1. PRESSURE DOSING PUMPS SHALL BE GOULD 30 2.0 HP PUMPS WITH 5.5" IMPELLERS CAPABLE OF 200 GPM AT AN 37 FT TDH. INSTALL WITH GOULDS STAINLESS RAIL MOUNTING SYSTEM. PUMPS SHALL BE INSTALLED IN STRICT CONFORMANCE WITH THE MANUFACTURERS SPECIFICATIONS. PRIOR TO ORDERING PUMPING EQUIPMENT THE INSTALLER SHALL PROVIDE THE DESIGN SHOP DRAWINGS OF THE ALL PUMPING EQUIPMENT FOR APPROVAL THE PUMPS SHALL BE 3 PHASE ALTERNATING CURRENT. THE INSTALLER SHALL CONFIRM THAT THE REQUIRED POWER CONFIGURATION FOR FOR THE PUMPS IS AVAILABLE AT THE SITE PRIOR TO ORDERING EQUIPMENT. 2. CONTROLS: PUMP CONTROLS SHALL BE LOCATED WITHIN THE BUILDING IN AN ACCESSIBLE AREA AND SHALL BE ENCLOSED AS REQUIRED TO MEET ALL STATE AND LOCAL CODES AND REGULATIONS. THE PUMPS SHALL OPERATE ALTERNATELY. PUMPS SHALL BE PROVIDED WITH A LOW LEVEL OVERRIDE AND REDUNDANT LOW LEVEL ALARM SET SUCH THAT THE PUMPS REMAIN SUBMERGED. PUMPS SHALL OPERATE FOLLOWING SEQUENCE: a. PUMPS OFF b. LEAD PUMP ON c. ALARM ON AND LAG PUMP ON (TWO PUMPS OPERATE OR ALTERNATE PUMP SUBSTITIUTES FOR FAILED PUMP) d. PUMPS MUST ALTERNATE THE DUPLEX CONTROL PANEL SHALL BE A MYERS THREE PHASE DUPLEX CONTROL PANEL MODEL CWHV3-20-23 DW OR APPROVED EQUAL, OPTIONS AS SPECIFIED ABOVE AND BELOW. 3. PROVIDE ELAPSED TIME METER AND CYCLE COUNTER IN PANEL ALARM: PUMPS SHALL BE EQUIPPED WITH AN ALARM POWERED BY A CIRCUIT SEPARATE FROM THE PUMP POWER. THE ALARM SHALL CONSIST OF A RED WARNING LIGHT AND AUDIBLE SIGNAL WITH PRESS TO SILENCE SWITCH. THE ALARM SHALL SIGNAL A LOW WATER CONDITION (PUMPS NOT SUBMERGED) AND A HIGH WATER LEVEL CAUSED BY PUMP FAILURE RED LIGHT FOR PUMP SEAL FAILURE REO. 4. PROPER FUNCTION OF PUMPS, CONTROLS AND ALARMS SHALL BE DEMONSTRATED BY CLEAN WATER TESTING PRIOR TO BACKFILLING SAS FIELD. 5. ALL CONDUITS TO BE WATER TIGHT AND ODOR TIGHT. 6. THE EFFLUENT PUMPS ARE ACTIVATED BY TIMER AND DEMAND (FLOAT SWITCHES SET PER PLAN) 26" MANUF. LsBARON, BROCKTON, MA MODEL LK 110 LABEL SEWER OR DRAIN AS APPROPRIATE WEIGHT. 475 LBS TYPICAL ACCESS COVER SCALE: 3/4" - 1'-O" I NATURAL STONE TREE WELLS WERE INDICATED 1.5:1 SLOPE FILTER FABRIC BEHIND ROCK, 40 MIL LINER WHERE INDICATED NOT TO SCALE 7. ALL STORM RUNOFF TO BE CONTAINED ON SITE. PROVIDE VEGETATED SWALES IN 6" LOAM & SEED ALL DISTURBED AREAS NOT PAVED. 120X3" CAPE COD BERM INTEGRAL WITH TOP COURSE PERIMETER AS REQUIRED TO ENSURE RUNOFF IS RETAINED. EROSION CONTROL NETTING ON ALL SLOPES >10% WHERE INDICATED 8. 6" LOAM AND SEED ALL DISTURBED AREAS NOT PAVED. JUTE NETTING ON ALL SLOPES >10% (SEE NOTE 22.). SEE NOTE 22. 1' TOPCOAT 9. ALL SEPTIC PIPING 4"OSCH40 PVC AT 1% MIN. UNLESS NOTED. MASS DPW 10. SEPTIC COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WTTFi0U7 \ �/ 2" BINDER TYPE It INSPECTION BY TOWN & OWNERS ENGINEER AND PERMISSION OBTAINED. 24 HR. NOTICE REQ. 11. COORDINATE UTILITY INSTALLATIONS WITH APPROPRIATE VENDORS. 12. SITE LIGHTING SHALL NOT CAUSE GLARE FOR MOTORISTS, PEDESTRIANS, OR NEIGHBORING PREMISES. 13. TOPOGRAPHY AND DETAIL LOCATION FROM FIELD SURVEY BY DOWN CAPE ENGINEERING. ABUTTING BUILDINGS FROM G.I.S. DATA- APPROXIMATE 14. GAS SERVICE PROPOSED. COORDINATE WATER SERVICE RELOCATION WITH WATER DEPT. 15. GRADE ALL LAWN AREAS TO PROVIDE POSITIVE PITCH AWAY FROM BUILDINGS TO DRAINS/SWALES. 16. ALL PROPOSED PAVEMENT TO BE FINISHED WITH CAPE COD BERM 12" X 3" WHERE INDICATED BERM TO BE CREATED INTEGRAL WITH BASE AND TOP COATS OF ASPHALT WHERE NOTED. 17. NOTE DEWATERING EXPECTED. PLAN ON WATER AT ELEV. 16.5 FOR TANK INSTALLATIONS. UTILIZE AREA INDICATED FOR DISCHARGE OF ANY DEWATERING EFFLUENT. 18. CONSERVATION COMMISSION ACTION ANTICIPATED. VERIFY WITH TOWN/ENGINEER FOR SPECIAL CONDITIONS. 19. CONTRACTOR TO SUBMIT SHOP DRAWINGS OF PUMPS, PANEL, AND ALL PRECAST FOR ENGINEERS APPROVAL PRIOR TO ORDERING. SEE SPECIFICATIONS °oOmoO0000°°oo°000 ''0000°° °°. (MDPW RECLAIMED PAVEMENT BORROW MATERIAL FOR BASE COURSE) EXTEND GRAVEL 6" MIN. / 8" REPROCESSED ASPHALT GRAVEL PAST EDGE PAVE MDPW M1.01.0 VIB. ROLLER COMPACTED (3' ON SERVICE DRIVE AREA- SEE PLAN) REMOVE TOP &SUBSOIL NOTE: REMOVE FROST SUSCEPTIBLE MATERIAL COMPACT SUBGRADE TO A DEPTH OF 36" BELOW FINISHED GRADE. REPLACE WITH NON FROST SUSCEPTIBLE MATERIAL (LESS THAN 10% PASSING #200 SIEVE) NOTE: COMPACT ALL FILL IN 6' LIFTS TO 95% MOD. PROCTOR DENSITY WITH VIBRATORY ROLLER COMPACTER. NOT TO SCALE /6" 9" DOUBLE SET AT BREAK IN LATERALS IN CENTER OF FIELD. 2'X2' SCH40 PVC TEE 4'OSCH40 VENT CLEANOUT DETAIL: L°BARON CAST IRON LA0910 H-20 RA7END. _ F VALVE BO GRADE AT)RATIONS DOWSHOWN UNS JUST IN PEASTONE FABRIC OVER VENT .rS\ Re ge e I 90' ELECTICAL CONDUIT SWEEP d 8 d 8 b,RE� W°a�° 2"OSCH40 LATERAL $ 3" PVC TO PUMP,,,,,., 4"X2" TEE 1 4" ORIFICE IN LATERAL PIT 7- 60' O.C. WITH SHIELDS (TYP ) ' SEE PLAN FOR LOCATIONS BOTTOM STONE 4"SCH 40 PVC MANIFOLD NOTE ALTERNATE HOLES ON TOP AND BOTTOM OF PIPE- LATERALS DRAIN TO FIELD. SIDE ELEVATION VIEW 4"OSCH40 PEFORATIONS DOWN VENT AS SHOWN TEE RUNS DOWN CENTER OF FIELD. I CAST IRON COVER 2" SC LATERALS 6' O.C. oo i OVER CLEANOUT MANHOLE COVER SEE DETAIL MORTAR ALL COMPONENTS (TYP.) 24" I.D. PRECAST CONC. RISER AS REQ. /4'0 PRECAST DONUT 1" OVER FIELD 4' THICK 4000 PSI CONC. W/WWF .... 18"0 OBSERVATION HOLE IN CTR. LEACHING FIELD '••• 12' PERF. HDPE PUMP OUT WELL TO SAND AT BOTTOM OF LEACH FIELD INSPECTION PORT DETAIL (2) REQUIRED IN LEACHING AREA LATERALS 6' CENTER TO CENTER AIRAFI 14ON FABRIC OVER STONE I"PEASTONE WITH FABRIC OVER 2'"0SCH40 PVC / WITH 1/4" ORIFICES DRILLED AT 5' O.C. AT 12 O'CLOCK POSITION TOTAL OF .75" - 1.5" STONE DOUBLE WASHED ONLY ENGINEER TO INSPECT NOT TO SCALE COMPACT BACKFILL' SEE PAVEMENT SECTION 72- 6. 0. 2"6.0" ORENCO SYSTEMS INC PH. 1-800-348-9843 OR EQUAL SEE DETAIL 1. . 1/12/ DAT 4"SCH40 PJC MANIFOLD .00005 3'PVC TO PUMP 5' ac -NG FIELD I I I 1/4" ORIFICE AT 5' O.C. j WITH ORIFICE SHIELD i POUR 1 CU. FT. MIN. /3000 PSI CONC THRUST BLOCK ' AROUND CONNECTION DRILL ORIFICES IN EACH LATERJ ld OF PIPE (12 O'CLOCK POSITION) PLAN VIEW in i $ SEPTIC PIPING DETAILS SITE PLAN OLD YARMOUTH INN 223 MAIN STREET YARMOUTHPORT, MA PREPARED FOR ARPAD VOROS SCALE: 1 " = 40' DATE: SEPT 22, 2006 REVISED: OCT. 12, 2006 (PARKING STRIPES) REVISED: JAN 12, 2007 (SEPTIC SYSTEM) +-L / $ /07 off 508-362-4541 fax 508 362-9880880 down cape engineering, inc. Cl VIL ENGINEERS LAND SURVEYORS 939 Main Street - YARMOUTHPORT, MASS. PAGE: 4 OF 4 GT1 N NEW 3000 GAL TANK p ( GREASE TRAP N0.1) INSTALL GAS BAFFLE \ IINLET TEE 14"I R"CRUSHFD STONE UNDER ALL NEW TANKS (TYP.) 6" LOAM & SEED ALL DISTURBED AREAS (TYP,) 1/2'/FT MIN. 8" REVEAL GRADE TO DRAIN � COMPACTED BACKFILL PITCHED AWAY FROM BUILDING COMPACT FOUNDATION BACKFILL AFTER CONC. CURED CLEAN SAND BACKFILL COMPACTED TO 95% MOD. PROCTOR DENSITY GRADING DETAIL NOT TO SCALE CONCRETE MINIMUM STRENGTH: 5000 PSI AT 28 DAYS STEEL REINFORCEMENT: ASTM -AS -615 GRADE 60 DESIGN LOADING: PASHTO HS -20 GENERAL NOTES: (APPLY TO ALL SHEETS) 1. THE LOCATION OF EXISTING UNDERGROUND UTILITIES SHOWN ON THIS PLAN IS APPROXIMATE. PRIOR TO ANY EXCAVATION ON THIS SITE, THE EXCAVATING CONTRACTOR SHALL MAKE THE REQUIRED 72 HOUR NOTIFICATION TO DIG SAFE (1-888-344-7233) AND ANY OTHER UTILITIES WHICH MAY HAVE CABLE, PIPE OR EQUIPMENT IN THE CONSTRUCTION AREA FOR VERIFICATION OF LOCATIONS. 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 FOR BRIDGES AND HIGHWAYS AS AMENDED TO PRESENT. ALL SEPTIC WORK AND MATERIALS TO CONFORM TO 310 CMR 15.00 TIRE 5. AND YARMOUTH HEALTH REGULATIONS. 3. VERTICAL DATUM IS NGVD29 ASSUMED FROM TOWN G.I.S. DATA 4. ALL NEW REAR ROOF RUNOFF TO BE PIPED TO DRAINAGE SYSTEM. COORDINATE DOWNSPOUT LOCATIONS WITH ARCHITECT. ROOF DRAINS 6"OSCH40 PVC AT 1% MIN. PITCH TO DRYWELLS/DRAINAGE 5. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHTO-H-20 UNLESS NOTED. 6. THIS PLAN IS FOR PROPOSED WORK ONLY AND IS NOT TO BE USED FOR PROPERTY LINE STAKING. TEE LOCATION 2'-10" 26" MANUF. LeBARON, BROCKTON, MA MODEL LK 110 LABEL SEWER OR DRAIN AS APPROPRIATE WEIGHT: 475 LBS TYPICAL ACCESS COVER SCALE: 3/4" - 1'-0" NATURAL STONE TREE WELLS WERE INDICATED 1.5:1 SLOPE FILTER FABRIC BEHIND ROCK, 40 MIL LINER WHERE INDICATED NOT TO SCALE 7. ALL STORM RUNOFF TO BE CONTAINED ON SITE. PR DE VEGETATED SWALES IN 6" LOAM & SEED ALL DISTURBED AREAS NOT PAVED. 12"X3" CAPE COD BERM INTEGRAL WITH TOP COURSE PERIMETER AS REQUIRED TO ENSURE RUNOFF IS RETAINED. - EROSION CONTROL NETTING ON ALL SLOPES >10% WHERE INDICATED 8. 6" LOAM AND SEED ALL DISTURBED AREAS NOT PAVED. JUTE NETTING ON ALL SLOPES >10% (SEE NOTE 22.). SEE NOTE 22. \ 1" TOPCOAT 9. ALL SEPTIC PIPING 400SCH40 PVC AT 1% MIN. UNLESS NOTED. MASS DPW 10. SEPTIC COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT �� 2" BINDER TYPE 11 INSPECTION BY TOWN & OWNERS ENGINEER AND PERMISSION OBTAINED. 24 HR. NOTICE REQ. SEE SPECIFICATIONS 11. COORDINATE UTILITY INSTALLATIONS WITH APPROPRIATE VENDORS. 0°0°° °0°°°(MDPW RECLAIMED PAVEMENT BORROW 0 0 12. SITE LIGHTING SHALL NOT CAUSE GLARE FOR MOTORISTS, PEDESTRIANS, MATERIAL FOR BASE COURSE) OR NEIGHBORING PREMISES. MIN. / 8" REPROCESSED EXTEND GRAVEL 6" ASPHALT GRAVEL MDPW M1.01.0 VIB. ROLLER COMPACTED 13. TOPOGRAPHY AND DETAIL LOCATION FROM FIELD SURVEY BY DOWN CAPE PAST EDGE PAVE ENGINEERING. ABUTTING BUILDINGS FROM G.I.S. DATA- APPROXIMATE (3' ON SERVICE DRIVE AREA- SEE PLAN) REMOVE TOP &SUBSOIL 14. GAS SERVICE PROPOSED. COORDINATE WATER SERVICE RELOCATION WITH WATER DEPT. NOTE: REMOVE FROST SUSCEPTIBLE MATERIAL COMPACT SUBGRADE 15. GRADE ALL LAWN AREAS TO PROVIDE POSITIVE PITCH AWAY FROM BUILDINGS TO DRAINS/SWALES. TO A DEPTH OF 36" BELOW FINISHED GRADE. REPLACE WITH NON FROST SUSCEPTIBLE MATERIAL 16. ALL PROPOSED PAVEMENT TO BE FINISHED WITH CAPE COD BERM 12" X 3" WHERE INDICATED (LESS THAN 10% PASSING #200 SIEVE) BERM TO BE CREATED INTEGRAL WITH BASE AND TOP COAT'S OF ASPHALT WHERE NOTED. NOTE: COMPACT ALL FILL IN 6" LIFTS TO 95% MOD. PROCTOR DENSITY WITH VIBRATORY ROLLER COMPACTER. 17. NOTE DEWATERING EXPECTED. PLAN ON WATER AT ELEV. 16.5 FOR TANK INSTALLATIONS. C C SECTION UTILIZE AREA INDICATED FOR DISCHARGE ANY DEWATERING EFFLUENT. PAVEMENT CROSS 18. CONSERVATION COMMISSION ACTION ANTICIPATED. VERIFY WITH TOWN/ENGINEER FOR SPECIAL CONDITIONS. 19. CONTRACTOR TO SUBMIT SHOP DRAWINGS OF PUMPS, PANEL, AND ALL PRECAST FOR ENGINEERS APPROVAL PRIOR TO ORDERING. NOT TO SCALE /6. MANHOLE COVER SEE DETAIL MORTAR ALL COMPONENTS (TYP.) 24" I.D. PRECAST CONC. RISER AS REQ. i4'0 PRECAST DONUT 1" OVER FIELD 4" THICK 4000 PSI CONIC. W/WWF 18"0 OBSERVATION HOLE IN CTR. LEACHING FIELD 12" PERF. HDPE / PUMP OUT WELL TO SAND AT BOTTOM OF LEACH FIELD INSPECTION PORT DETAIL (2) REQUIRED IN LEACHING AREA LATERALS 6' CENTER TO CENTER IIRAFI 140N FABRIC OVER STONE "PEASTONE WITH FABRIC OVER oeyo o. ogee 9" °o^Ne°� L°°O°O°° °°O° o e ° W-020? 2"'05CH40 PVC WITH 1/4" ORIFICES DRILLED AT 5' O.C. AT 12 O'CLOCK POSITION TOTAL OF .75" - 1.5" STONE DOUBLE WASHED ONLY ENGINEER TO INSPECT NOT TO SCALE COMPACT BACKFILL SEE PAVEMENT SECTION T6. 2" 0" ORIFICE SHIELD OS200 ORENCO SYSTEMS INC PH. 1-800-348-9843 OR EQUAL SEE DETAIL 1/12/07 DATE 4"SCH40 PVC MANIFOLD b N �I � I s z PITCH .005 31PVC TO PUMP DANIEL ��s DANIEL A. A OJALA PUMP INSTALLATION U CIVIL 17'-0" I, -a N .4650 X5510 1. PRESSURE DOSING PUMPS SHALL BE GOULD 30 2.0 HP PUMPS WITH 5.5" IMPELLERS CAPABLE °vE EN_ OF 200 GPM AT AN 37 FT TDH. INSTALL WITH GOULDS STAINLESS RAIL MOUNTING SYSTEM. PUMPS SHALL BE INSTALLED IN STRICT CONFORMANCE WITH THE MANUFACTURERS LOCATION OF TEES MUST BE SPECIFICATIONS. PRIOR TO ORDERING PUMPING EQUIPMENT THE INSTALLER DIRECTLY UNDER OPENING. SHALL PROVIDE THE DESIGN SHOP DRAWINGS OF THE ALL PUMPING EQUIPMENT FOR APPROVAL4DOUBLET BREAK IN LATERALS CLEANOUT DETAIL: SUPPORT WITH STAINLESS STRAP THE PUMPS SHALL BE 3 PHASE ALTERNATING CURRENT. ER OF FIELD. SEE PAVEMENT SECTION TO RISER. THE INSTALLER SHALL CONFIRM THAT THE REQUIRED POWER CONFIGURATION FOR LeBARON CAST IRON LA0910 NEW 6,000 GAL TANK I FOR THE PUMPS IS AVAILABLE AT THE SITE PRIOR TO ORDERING EQUIPMENT. H-20 RATED FEMALE ADAPTOR & THREADED 24" OPENINGS I I 2. CONTROLS: PUMP CONTROLS SHALL BE LOCATED WITHIN THE BUILDING IN AN VALVE BOX TO SLEEVE TO ALLOW MOVEMENT GRADE AT EA. END. ACCESSIBLE AREA AND SHALL BE ENCLOSED AS REQUIRED TO MEET ALL STATE AND 4"OSCH40 PERFORATIONS DOWN POURED CONCRETE DONUT LOCAL CODES AND REGULATIONS. THE PUMPS SHALL OPERATE ALTERNATELY. VENT AS SHOWN 1.5 CU.FT.t O m PUMPS SHALL BE PROVIDED WITH A LOW LEVEL OVERRIDE AND REDUNDANT UNS JUST INT LOW LEVEL ALARM SET SUCH THAT THE PUMPS REMAIN SUBMERGED. EASTONE 2"X2' SCH40 PVC TEE FABRIC OVER VENT PUMPS SHALL OPERATE FOLLOWING SEQUENCE, OFF 2"0SCH40 PVC EWE o. PUMPS b. LEAD PUMP ON 0 _ 1 90' ELECTICAL CONDUIT SWEEP �° �° b 96 °8" KNOCKOUTS NP. c. ALARM ON AND LAG PUMP ON (TWO PUMPS OPERATE OR ALTERNATE PUMP 14S R d°RISER �� 2 0SCH40 LATERALSUBSTITIUTES e0 FOR FAILED PUMP) 3" PVC TO PUMP - r4"X2" TEE 1 4" ORIFICE IN LATERALd. PUMPS MUST ALTERNATE I PIT \ 60" O.C. WITH SHIELDS (TYP.) THE DUPLEX CONTROL PANEL SHALL BE A MYERS THREE PHASE DUPLEX CONTROL PANEL BOTTOM STONE SEE PLAN FOR LOCATIONS PLAN VIEW MODEL CWHV3-20-23 DW OR APPROVED EQUAL, OPTIONS AS SPECIFIED ABOVE AND BELOW. 4"SCH 40 PVC MANIFOLD NOTE: ALTERNATE HOLES ON TOP AND BOTTOM OF PIPE- LATERALS DRAIN TO FIELD. 3. PROVIDE ELAPSED TIME METER AND CYCLE COUNTER IN PANEL ALARM: PUMPS SHALL BE EQUIPPED WITH AN ALARM POWERED BY A CIRCUIT SIDE ELEVATION VIEW 6.000 GALLON SEPTIC SEPARATE FROM THE PUMP POWER. THE ALARM SHALL CONSIST OFA RED 4`�SCH40 PEFORATIONS DOWN VENT AS SHOWN _TANK WARNING LIGHT AND AUDIBLE SIGNAL WITH PRESS TO SILENCE SWITCH. THE SCALE: 1/4" - 1'-0" ALARM SHALL SIGNAL A LOW WATER CONDITION (PUMPS NOT SUBMERGED) AND A TEE RUNS DOWN CENTER OF FIELD. CONCRETE MINIMUM STRENGTH: 5000 PSI AT 28 DAYS HIGH WATER LEVEL CAUSED BY PUMP FAILURE. RED LIGHT FOR PUMP SEAL FAILURE REQ. ° STEEL REINFORCEMENT: ASTM -AS -615 GRADE 60 I I CAST IRON COVER DESIGN LOADING: AASHTO HS -20 4. PROPER FUNCTION OF PUMPS, CONTROLS AND ALARMS SHALL BE DEMONSTRATED BY 2" SCH40 PVC LATERALS 6' O.C. OVER CLEANOUT NOTE: SEPTIC TANKS AND PUMP CHAMBER TO BE COATED WITH WATERPROOFING CLEAN WATER TESTING PRIOR TO BACKFILLING SPS FIELD. BY THE MANUFACTURER. CONTRACTOR TO VERIFY THAT ALL SEPTIC TANKS 5. ALL CONDUITS TO BE WATER TIGHT AND ODOR TIGHT. AND THE PUMP CHAMBER ARE 100 WATER TIGHT. _ _ _ 20 6. THE EFFLUENT PUMPS ARE ACTIVATED BY TIMER AND DEMAND (FLOAT SWITCHES SEF PER PLAN) i GT1 N NEW 3000 GAL TANK p ( GREASE TRAP N0.1) INSTALL GAS BAFFLE \ IINLET TEE 14"I R"CRUSHFD STONE UNDER ALL NEW TANKS (TYP.) 6" LOAM & SEED ALL DISTURBED AREAS (TYP,) 1/2'/FT MIN. 8" REVEAL GRADE TO DRAIN � COMPACTED BACKFILL PITCHED AWAY FROM BUILDING COMPACT FOUNDATION BACKFILL AFTER CONC. CURED CLEAN SAND BACKFILL COMPACTED TO 95% MOD. PROCTOR DENSITY GRADING DETAIL NOT TO SCALE CONCRETE MINIMUM STRENGTH: 5000 PSI AT 28 DAYS STEEL REINFORCEMENT: ASTM -AS -615 GRADE 60 DESIGN LOADING: PASHTO HS -20 GENERAL NOTES: (APPLY TO ALL SHEETS) 1. THE LOCATION OF EXISTING UNDERGROUND UTILITIES SHOWN ON THIS PLAN IS APPROXIMATE. PRIOR TO ANY EXCAVATION ON THIS SITE, THE EXCAVATING CONTRACTOR SHALL MAKE THE REQUIRED 72 HOUR NOTIFICATION TO DIG SAFE (1-888-344-7233) AND ANY OTHER UTILITIES WHICH MAY HAVE CABLE, PIPE OR EQUIPMENT IN THE CONSTRUCTION AREA FOR VERIFICATION OF LOCATIONS. 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 FOR BRIDGES AND HIGHWAYS AS AMENDED TO PRESENT. ALL SEPTIC WORK AND MATERIALS TO CONFORM TO 310 CMR 15.00 TIRE 5. AND YARMOUTH HEALTH REGULATIONS. 3. VERTICAL DATUM IS NGVD29 ASSUMED FROM TOWN G.I.S. DATA 4. ALL NEW REAR ROOF RUNOFF TO BE PIPED TO DRAINAGE SYSTEM. COORDINATE DOWNSPOUT LOCATIONS WITH ARCHITECT. ROOF DRAINS 6"OSCH40 PVC AT 1% MIN. PITCH TO DRYWELLS/DRAINAGE 5. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHTO-H-20 UNLESS NOTED. 6. THIS PLAN IS FOR PROPOSED WORK ONLY AND IS NOT TO BE USED FOR PROPERTY LINE STAKING. TEE LOCATION 2'-10" 26" MANUF. LeBARON, BROCKTON, MA MODEL LK 110 LABEL SEWER OR DRAIN AS APPROPRIATE WEIGHT: 475 LBS TYPICAL ACCESS COVER SCALE: 3/4" - 1'-0" NATURAL STONE TREE WELLS WERE INDICATED 1.5:1 SLOPE FILTER FABRIC BEHIND ROCK, 40 MIL LINER WHERE INDICATED NOT TO SCALE 7. ALL STORM RUNOFF TO BE CONTAINED ON SITE. PR DE VEGETATED SWALES IN 6" LOAM & SEED ALL DISTURBED AREAS NOT PAVED. 12"X3" CAPE COD BERM INTEGRAL WITH TOP COURSE PERIMETER AS REQUIRED TO ENSURE RUNOFF IS RETAINED. - EROSION CONTROL NETTING ON ALL SLOPES >10% WHERE INDICATED 8. 6" LOAM AND SEED ALL DISTURBED AREAS NOT PAVED. JUTE NETTING ON ALL SLOPES >10% (SEE NOTE 22.). SEE NOTE 22. \ 1" TOPCOAT 9. ALL SEPTIC PIPING 400SCH40 PVC AT 1% MIN. UNLESS NOTED. MASS DPW 10. SEPTIC COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT �� 2" BINDER TYPE 11 INSPECTION BY TOWN & OWNERS ENGINEER AND PERMISSION OBTAINED. 24 HR. NOTICE REQ. SEE SPECIFICATIONS 11. COORDINATE UTILITY INSTALLATIONS WITH APPROPRIATE VENDORS. 0°0°° °0°°°(MDPW RECLAIMED PAVEMENT BORROW 0 0 12. SITE LIGHTING SHALL NOT CAUSE GLARE FOR MOTORISTS, PEDESTRIANS, MATERIAL FOR BASE COURSE) OR NEIGHBORING PREMISES. MIN. / 8" REPROCESSED EXTEND GRAVEL 6" ASPHALT GRAVEL MDPW M1.01.0 VIB. ROLLER COMPACTED 13. TOPOGRAPHY AND DETAIL LOCATION FROM FIELD SURVEY BY DOWN CAPE PAST EDGE PAVE ENGINEERING. ABUTTING BUILDINGS FROM G.I.S. DATA- APPROXIMATE (3' ON SERVICE DRIVE AREA- SEE PLAN) REMOVE TOP &SUBSOIL 14. GAS SERVICE PROPOSED. COORDINATE WATER SERVICE RELOCATION WITH WATER DEPT. NOTE: REMOVE FROST SUSCEPTIBLE MATERIAL COMPACT SUBGRADE 15. GRADE ALL LAWN AREAS TO PROVIDE POSITIVE PITCH AWAY FROM BUILDINGS TO DRAINS/SWALES. TO A DEPTH OF 36" BELOW FINISHED GRADE. REPLACE WITH NON FROST SUSCEPTIBLE MATERIAL 16. ALL PROPOSED PAVEMENT TO BE FINISHED WITH CAPE COD BERM 12" X 3" WHERE INDICATED (LESS THAN 10% PASSING #200 SIEVE) BERM TO BE CREATED INTEGRAL WITH BASE AND TOP COAT'S OF ASPHALT WHERE NOTED. NOTE: COMPACT ALL FILL IN 6" LIFTS TO 95% MOD. PROCTOR DENSITY WITH VIBRATORY ROLLER COMPACTER. 17. NOTE DEWATERING EXPECTED. PLAN ON WATER AT ELEV. 16.5 FOR TANK INSTALLATIONS. C C SECTION UTILIZE AREA INDICATED FOR DISCHARGE ANY DEWATERING EFFLUENT. PAVEMENT CROSS 18. CONSERVATION COMMISSION ACTION ANTICIPATED. VERIFY WITH TOWN/ENGINEER FOR SPECIAL CONDITIONS. 19. CONTRACTOR TO SUBMIT SHOP DRAWINGS OF PUMPS, PANEL, AND ALL PRECAST FOR ENGINEERS APPROVAL PRIOR TO ORDERING. NOT TO SCALE /6. MANHOLE COVER SEE DETAIL MORTAR ALL COMPONENTS (TYP.) 24" I.D. PRECAST CONC. RISER AS REQ. i4'0 PRECAST DONUT 1" OVER FIELD 4" THICK 4000 PSI CONIC. W/WWF 18"0 OBSERVATION HOLE IN CTR. LEACHING FIELD 12" PERF. HDPE / PUMP OUT WELL TO SAND AT BOTTOM OF LEACH FIELD INSPECTION PORT DETAIL (2) REQUIRED IN LEACHING AREA LATERALS 6' CENTER TO CENTER IIRAFI 140N FABRIC OVER STONE "PEASTONE WITH FABRIC OVER oeyo o. ogee 9" °o^Ne°� L°°O°O°° °°O° o e ° W-020? 2"'05CH40 PVC WITH 1/4" ORIFICES DRILLED AT 5' O.C. AT 12 O'CLOCK POSITION TOTAL OF .75" - 1.5" STONE DOUBLE WASHED ONLY ENGINEER TO INSPECT NOT TO SCALE COMPACT BACKFILL SEE PAVEMENT SECTION T6. 2" 0" ORIFICE SHIELD OS200 ORENCO SYSTEMS INC PH. 1-800-348-9843 OR EQUAL SEE DETAIL 1/12/07 DATE 4"SCH40 PVC MANIFOLD b N �I � I s z PITCH .005 31PVC TO PUMP DANIEL ��s DANIEL A. A OJALA O ° U CIVIL o.40980 I, -a N .4650 X5510 fss"ONA1 °vE EN_ go 5' O.C. LEACHING FIELD CID ORIFICE AT POUR 1CU. FT. MIN. / ,.3000 PSI CONIC 1 THRUST BLOCK AROUND CONNECTION PLAN VIEW :� TAT.l I ° ° �,'DRILL ORIFICES IN EACH LATER OF PIPE (12 O'CLOCK POSITION) I SITE PLAN OLD YARMOUTH INN 223 MAIN STREET YARMOUTHPORT, MA PREPARED FOR ARPAD VOROS SCALE: 1 " = 40' DATE: SEPT 22, 2006 REVISED: OCT. 12, 2006 (PARKING STRIPES) REVISED: JAN 12, 2007 (SEPTIC SYSTEM) +-L/S /07 off 508-362-4541 fox 508 362-9880880 down cape engineering, in C. CIVIL ENGINEERS LAND SURVEYORS 939 Main Street - YARMOUTHPORT, MASS. PAGE: 4 OF 4 6?6 -�" J� ELECTRIC PANELS FOR PUMPS & ALARMS INSIDE BUILDING CONTRACTOR TO FIRST FLOOR PROVIDE ALL REQUIRED 76.5± CONDUITS AND CABLES. - CLEANOUTS AT BEND ELECTRIC PERMIT REQ. ANGLE POINT FROM TOWN. / I a : 20.3± 19.7 NEW 4" SEWER 2% MIN. + KITCHEN ONLY X16.5 IRON COVERS EXIST. CAST IRON COVERS NOTE: SHALLOW COVER ONTANKS, SEE PLAN VIEW GRADING 6"CRUSHED CLEANOUT AT BEND a. STONE UNDER ALL NEW TANKS (TYP 19.4± GT1 ro NEW 3000 GAL TANK 19.2± GT2 EXIsT. EXISTING 2000 GAL TANK INSIDE PUMP CHAMBER ' ( GREASE TRAP NO.1) (USE AS GREASE TRAP2) INSTALL GAS BAFFLE INSTALL GAS BAFFLE 6"CRUSHED CLEANOUT AT BEND a. STONE UNDER ALL NEW TANKS (TYP 19.4± RESERV 5600 GAL. = 5.2' 19.2± GT2 EXIsT. EXISTING 2000 GAL TANK INSIDE PUMP CHAMBER 8,000 GAL. (USE AS GREASE TRAP2) INSTALL GAS BAFFLE ) ON NEW TEE 91 12" flN FROMBLDG SEWER AND GT2 NEW 4" SEWER8.93± EXIST. S11 2% MIN. INTERIOR EXISTING 11,500 GAL SEPTIC TANK INSTALL GAS BAFFLE \ PLUMBING REQ. ON EXIST. LARGE TEE \ r't (UTILIZE AS FIRST TANK IN SERIES) . i. NEW INLET TEE ALUMINUM HATCH 40" X 30" SPECIFICATIONS: BILCO H-20 OR EQUAL COVER SHALL HAVE AN ANGLE FRAME WITH A 40" X 30" RECTANGULAR OPENING AND HAVE A HINGED COVER OF NON-SKID PATTERN. HINGED COVER SHALL HAVE A HOLD OPEN BAR THAT CAN BE LOCKED IN THE OPEN POSITION. COVER SHALL HAVE A LOCK THAT USES A KEY OR SPECIAL INSERT TO OPEN AND IS LOCKABLE. COVER TO BE OF ALUMINUM. RAIL GUIDE SUPPORT PLATE TO BOLT TO THE HATCH COVER FRAME. SURFACE BELOW FRAME MUST BE SMOOTH AND NOT PROTRUDE INTO FRAME OPENING. HATCH TO BE SIT IN A CUSTOM POURED CONCRETE BASE. ALLOW FOR ATTACHMENT OF PUMP RAIL SUPPORT TO FRAME OF HATCH WHEN POURING CONCRETE WRAP REBAR CONTINUOUS AROUND HATCH TO RESIST LATERAL LOADS FROM TRAFFIC POURING PRECAST RISER AROUND HATCH SUGGESTED. BACKWASH & RETURN PUMPS (2) GOULD PUMPS ON STAINLESS STEEL RAIL MOUNT SYSTEMS SIDE-BY-SIDE IN 40" X 30" BILCO H-20 HATCH atwtR TO STI IN FROM ST1 8.96± EXIST. adj. groundwater 18 45 16.5 - 1 % MIN. 4"SCH40 PVC EXTERNAL JUNCTION 6" LOAM & SEED OR OTHER STABILIZATION- SEE LANDSCAPE PLANS (TYP.) NOTE: SHALLOW COVER ON TANKS, SEE PLAN VIEW GRADING 0.25' DROP ST2 NEW 6,000 GAL.H-20 SEPTIC TANK ACME PRECAST OR SHOREY OR EQUAL 6"CRUSHED STONE UNDER ALL TANKS (TYP.) 4" SCH-40 18.1 ' WATER EL. 6" HATCH 0 NEW P/C RESERV 5600 GAL. = 5.2' (8) 2'0SCH40 PVC LATERALS WITH INSIDE PUMP CHAMBER 8,000 GAL. H-20 TANK (PUMP CHAMB ) ACTORY RAo M FPUMP RA�IL�SYS 0.75' WORKING RANGE (STAINLESS STEEL)(NO GALVANIZED ALLOWED) PUMP CHAMBEK SUMP I ED -41 DUPLEX GOULD PUMPS- 3.0 HP ON STAINLESS RAIL MOUNTS STEM 0.76' WORKING RANGE DISCONNECT rn BACKWASH FLOATS SHALL BE HUNG SO THAT THE & RETURN 1 SAWCUT AND PATCH PAVEMENT AS REQUIRED. NOTE PAVEMENT EXTENDS TO CREATE 6% SLOPE MAX. SEE SAWCUT LINE BY MAIN FRONT ENTRANCE- REGRADING REQ. ALL FILL TO BE CLEAN SAND/GRAVEL, PROCESSED GRAVEL UNDER SEE PAVEMENT SECTION I EL. 23.5' MIN.-\ 21.0± 18.7 INBACK 18.5 4'0 VALVE PIT MANHOLE SEWER OUT T 6"CRUSHED STONE UNDER ALL NEW TANKS (TYP.) 1% MIN.` (VERIFY EXACT DIMENSIONS OF ALL STRUCTURES PRIOR TO SETTING- INVERT ELEVATIONS TO BE HELD; 18.62± 4"SCH40 PVC EXIST. PUMP CHAMBER SHALL HAVE WATER PROOF MASTIC COATING ON OUTSIDE IF TANK. EXTERNAL JUNCTION BOX. POWER CORDS SHALL BE CONNECTED TO WATERTIGHT NEMA APPROVED CONNECTORS NOT LOCATED INSIDE THE PUMP CHAMBER. TO CONTROL SHED ALUMINUM HATCH 40"X30" OPENING HATCH TO BE SET IN REINFORCED PRECAST CONCRETE RISER SEPTIC PROFILE NOT TO SCALE ALL TANKS SHALL BE MANUFACTURED TO WITHSTAND AASHTO H-20 WHEEL LOADING AT THE DEPTHS OF COVER INDICATED ON THE SYSTEM PROFILE /PLANS. TANKS SHALL BE DELIVERED AND INSTALLED IN STRICT ACCORDANCE WITH THE MANUFACTURERS INSTRUCTIONS AND SHALL BE GUARANTEED BY THE INSTALLER TO BE WATER TIGHT AFTER INSTALLATION. TANKS AND PRESSURE PIPING SHALL BE DEMONSTRATED TO BE WATER TIGHT UNDER OPERATING PRESSURES BY FILLING TANKS AND OPERATING PUMPS WITH CLEAN WATER PRIOR TO BACKFILLING THE LEACHING FIELD. ALL TANKS/PUMP CHAMBER SHALL HAVE WATER PROOF MASTIC COATING ON OUTSIDE OF TANK. ALL PRECAST CONCRETE COMPONENTS SHALL BE AS AVAILABLE FROM ACME PRECAST, 520 THOMAS LANDERS ROAD, HATCHVILLE, MA., OR SHOREY PRECAST OR EQUAL. ALL COMPONENTS SHALL BE AASHO H-20 WHEEL LOAD RATED. SEPTIC TANKS AND PUMP CHAMBER SHALL BE SET ON A LEVEL BED OF 3/4" TO 1-1/2" WASHED STONE, AT LEAST SIX INCHES IN DEPTH OR AS OTHERWISE REQUIRED BY THE TANK MANUFACTURER TO GUARANTEE A WATER TIGHT SEAL AT TANK JOINTS. M PLAN VIEW '.. 30SCH40 PVC 3"0SCH40 PVC DRAINBACK LINE SOLVENT WELD ALL JOINTS (TYP.) 3"SCH40 PVC 3/8" WEEPHOLE IN BOTTOM PIPE PRESSURE LINE BETWEEN VALVES TYP. ® ® CHECK VALVE (TYP.) BALL VALVE (TYP.) ',... H-20 4'01.D. MANHOLE VALVE PIT 3" SCH40 HATCH TO BE SET IN PRECAST PVC TO REINFORCED CONCRETE RISER '. LEACH FIELD LIFTING CHAIN ''. EXTERNAL JUNCTION BOX STAINLESS STEEL (NOT GALV.) ALUMINUM HATCH 40" X 30" BILCO H-20 OR EQUAL (TYP.) SET IN POURED CONCRETE BASE PUMP RAIL SUPPORTS TO HATCH In FRAME FLANGE. 3"PVCof PRECAST H-20 RISER WITH HATCH POURED INTEGRAL IN FROM l O > AMPHIDROME UNIT MORTAR ALL BRICK (P(P.) ACCESS COVER SEE DETAIL. i -ADJUSTING BLOCKS/RISER AS REQ. MORTAR ALL COMPONENTS (TYP.) 7m (2) 3" CAST IRON CHECK VALVES 5 BALL VALVES If 0.5% PITCH M 0 ro _ m m mo ,,,fi-20 4'0 MANHOLE 3" PRESSURE FLOW TO LEACHING PITCH TO DRAIN BACK 3"SCH40 PVC DRAIN BACK UNE TO PUMP CHAMBER SECTION VIEW VALVE PIT DETAIL NOT TO SCALE CONCRETE MINIMUM STRENGTH: 5000 PSI AT 28 DAYS STEEL REINFORCEMENT: ASTM -AS -615 GRADE 60 DESIGN LOADING: AASHTO HS -20 RISERDETAIL NOT TO 1/4" HOLE AT 5' O.C. IN 6 O'CLOCK AND 12 O'CLOCK POSITIONS (ALTERNATE) EXACT DIAMETER HOLES SHOULD BE SHOP DRILLED WITH A DRILL PRESS TO ENSURE UNIFORMITY. REMOVE BURRS PRIOR TO PLACING PIPE MAY NOT BE REQUIRED. SNAP-ON SHIELD ORENCO SYSTEMS INC PH. 1-800-348-9843 OR EQUAL � 2" SCH-40 PVC LATERAL (ENGINEER TO INSPECT) NOTE: ALTERNATE HOLES ON TOP AND BOTTOM OF PIPE- LATERALS DRAIN TO FIELD. ORIFICE SHIELD DETAIL NOT TO SCALE CONTRACTOR TO OBTAIN DISPOSAL WORKS CONSTRUCTION PERMIT PRIOR TO ANY SEPTIC WORK ON SITE TO INSPECTION SCHEDULE: 24THR. NOTICE REQUIREDE INSPECTIONS 1. OWNERS ENGINEER TO INSPECT UNSUITABLE SOIL REMOVAL PRIOR TO THE PLACEMENT OF THE CLEAN SAND FILL. 2. OWNERS ENGINEER TO INSPECT WHEN CLEAN FILL HAS BEEN BROUGHT IN. BOTTOM OF LEACHING FIELD ELEVATION IS TO BE CERTIFIED PRIOR TO THE PLACEMENT OF THE DOUBLE WASHED STONE. 3. OWNERS ENGINEER TO INSPECT THE DOUBLE WASHED STONE TO ENSURE IT IS FREE OF DUST AND FINES. 4. ENGINEER TO INSPECT THE SHOP DRILLED ORIFICES TO ENSURE BURRS HAVE BEEN REMOVED FROM LATERALS. 5. ENGINEER TO INSPECT TANKS TO ENSURE WATERPROOF. 6. PROPER FUNCTIONING OF THE PUMPS, CONTROLS AND ALARMS SHALL BE DEMONSTRATED BY CLEAN WATER TESTING PRIOR TO BACKFILLING THE SAS FIELD. (OR AFTER AT CONTRACTORS RISK) 7. AN AS -BUILT PLAN WITH INVERT ELEVATIONS AND FIELD LOCATION IS TO BE PREPARED FOR THE TOWN BY THE OWNERS ENGINEER. 50 W 40 W LL Z W 30 J Q H O ~ 20 SYSTEM CURVE 37 :m GOULD I� 5.5" IM 0 0 N 3.0 HP 'ELLER DIAMETER 10 100 200 300 CAPACITY - GPM PUMP CURVE FOR EFFLUENT PUMP TOP FABRIC 22.3 0.5% (2) INSPECTION PORTS SEE DETAIL EL. VENT W/ STAINLESS BUGSCREEN / 40 MIL qq LINER INV. 22.0 p WHFRI UNE 3"SCH80 PVC PIPE (8) 2'0SCH40 PVC LATERALS WITH INSIDE PUMP CHAMBER HIGH LEVEL ALARM E " PUMP ON ACTORY RAo M FPUMP RA�IL�SYS 88000 GALE SRESERVE n 500 GAL (STAINLESS STEEL)(NO GALVANIZED ALLOWED) PUMP CHAMBEK EFFLUENT PUMPS (TWO REQ.) 0.76' WORKING RANGE DISCONNECT rn BACKWASH FLOATS SHALL BE HUNG SO THAT THE & RETURN LEVELS MAY BE ADJUSTED WITHOUT PUMPS ENTERING THE PUMP CHAMBER. CLEARWELL n,6" ELEV. 21.5 4"MANIFOLD INVERT EL 20.5± IN CENTER, NOTE: DISTURBED SOILS IN LEACHING AREA- EXCAVATE TO BOLT TO CONC. SECTION VIEW LOW LEVEL RM BOLT TO CONC. ALA 2.0' ABOVE BOTTOM TANK SECURE BLOCK TO FLOOR 8.000 GALLON PUMP PIT PUMP CHAMBER) AND REPLACE WITH CLEAN MEDIUM SAND FROM 7'X17' LOW PROFILE SCALE:NTS CONCRETE MINIMUM STRENGTH: 5000 PSI AT 28 DAYS OWNERS ENGINEER TO INSPECT & CERTIFY ALL STEEL REINFORCEMENT: ASTM -AS -615 GRADE 60 COMPONEN- DESIGN LOADING: AASHTO HS -20 MASTIC COATING WATERPROOFING REQ. ACCESS COVER SEE DETAIL. i -ADJUSTING BLOCKS/RISER AS REQ. MORTAR ALL COMPONENTS (TYP.) 7m (2) 3" CAST IRON CHECK VALVES 5 BALL VALVES If 0.5% PITCH M 0 ro _ m m mo ,,,fi-20 4'0 MANHOLE 3" PRESSURE FLOW TO LEACHING PITCH TO DRAIN BACK 3"SCH40 PVC DRAIN BACK UNE TO PUMP CHAMBER SECTION VIEW VALVE PIT DETAIL NOT TO SCALE CONCRETE MINIMUM STRENGTH: 5000 PSI AT 28 DAYS STEEL REINFORCEMENT: ASTM -AS -615 GRADE 60 DESIGN LOADING: AASHTO HS -20 RISERDETAIL NOT TO 1/4" HOLE AT 5' O.C. IN 6 O'CLOCK AND 12 O'CLOCK POSITIONS (ALTERNATE) EXACT DIAMETER HOLES SHOULD BE SHOP DRILLED WITH A DRILL PRESS TO ENSURE UNIFORMITY. REMOVE BURRS PRIOR TO PLACING PIPE MAY NOT BE REQUIRED. SNAP-ON SHIELD ORENCO SYSTEMS INC PH. 1-800-348-9843 OR EQUAL � 2" SCH-40 PVC LATERAL (ENGINEER TO INSPECT) NOTE: ALTERNATE HOLES ON TOP AND BOTTOM OF PIPE- LATERALS DRAIN TO FIELD. ORIFICE SHIELD DETAIL NOT TO SCALE CONTRACTOR TO OBTAIN DISPOSAL WORKS CONSTRUCTION PERMIT PRIOR TO ANY SEPTIC WORK ON SITE TO INSPECTION SCHEDULE: 24THR. NOTICE REQUIREDE INSPECTIONS 1. OWNERS ENGINEER TO INSPECT UNSUITABLE SOIL REMOVAL PRIOR TO THE PLACEMENT OF THE CLEAN SAND FILL. 2. OWNERS ENGINEER TO INSPECT WHEN CLEAN FILL HAS BEEN BROUGHT IN. BOTTOM OF LEACHING FIELD ELEVATION IS TO BE CERTIFIED PRIOR TO THE PLACEMENT OF THE DOUBLE WASHED STONE. 3. OWNERS ENGINEER TO INSPECT THE DOUBLE WASHED STONE TO ENSURE IT IS FREE OF DUST AND FINES. 4. ENGINEER TO INSPECT THE SHOP DRILLED ORIFICES TO ENSURE BURRS HAVE BEEN REMOVED FROM LATERALS. 5. ENGINEER TO INSPECT TANKS TO ENSURE WATERPROOF. 6. PROPER FUNCTIONING OF THE PUMPS, CONTROLS AND ALARMS SHALL BE DEMONSTRATED BY CLEAN WATER TESTING PRIOR TO BACKFILLING THE SAS FIELD. (OR AFTER AT CONTRACTORS RISK) 7. AN AS -BUILT PLAN WITH INVERT ELEVATIONS AND FIELD LOCATION IS TO BE PREPARED FOR THE TOWN BY THE OWNERS ENGINEER. 50 W 40 W LL Z W 30 J Q H O ~ 20 SYSTEM CURVE 37 :m GOULD I� 5.5" IM 0 0 N 3.0 HP 'ELLER DIAMETER 10 100 200 300 CAPACITY - GPM PUMP CURVE FOR EFFLUENT PUMP TOP FABRIC 22.3 0.5% (2) INSPECTION PORTS SEE DETAIL EL. VENT W/ STAINLESS BUGSCREEN / 40 MIL qq LINER INV. 22.0 p WHFRI UNE INV. 22.0 (8) 2'0SCH40 PVC LATERALS WITH E 1 4"0 ORIFICES AT 5' ON CENTER 12" PERF. HDPE PITCH TO DRAIN BACK Al 0.5% �_ ' MAX. BOTTOM STONE EL. 21.5 PUMP OUT WELL SEE ORIFICE SHETLD DETAIL BOTTOM ST } 178 ELEV. 21.5 4"MANIFOLD INVERT EL 20.5± IN CENTER, NOTE: DISTURBED SOILS IN LEACHING AREA- EXCAVATE TO CLEAN VIRI RAISE TO 0.5 AT ENDS (0.5% PITCH DRAINS0 PUMP CHAMBER) AND REPLACE WITH CLEAN MEDIUM SAND FROM APPROVED SOURCE. OWNERS ENGINEER TO INSPECT & CERTIFY ALL SYSTEM COMPONEN- 5.0' SAW CUT EDGES TO OBTAIN CLEAN FULL THICKNESS BUTT JOINT ON EXISTING BASE AND REMOVE OLD PAVEMENT TO PROVIDE A STRAIGHT EDGE. I \ STREETS, DRIVEWAYS AND WALKS 1/12/07 DATE GRAVEL BASE COURSE COMPACTED APPROVED BACKFILL 12' MIN. FILTER BITUMINOUS PAVEMENT a BELOW EXISTING GRADE AND REPLACED WITH CLEAN SAND, EXTEND EXCAVATION 5' LATERALLY AROUND PERIMETER OF LEACHING FIELD. NQ EL. 16.5 ADJ. WATER NOTE: EXISTING LEACHING GALLEY SAS UNDER NEW LEACHING REMOVE PRECAST, STONE & IMPACTED SOILS TO 8' DEPTH UNDER SAS (ROUGH SIZE EST. 1,500 SF) ENGINEER TO INSPECT REMOVAL, 24 HOUR NOTICE REQ. LAWNS AND CROSS COUNTRY PIPEIO.D. I EXCAVATION- EARTH OR ROCK ALL ROCK EXCAVATION AND STONES LARGER THAN 6" SHALL BE DISPOSED OF AND REPLACED WITH APPROVED EXCAVATED MATERIAL OR GRAVEL BORROW. CAREFULLY COMPACTED SELECTED MATERIAL OR GRAVEL BORROW 1/2 O.D. CAREFULLY COMPACTED SELECTED MATERIAL 6" MIN. UNDISTURBED REPLACE ANY BELOW GRADE EXCAVATION OF UNSUITABLE MATERIAL WITH CAREFULLY COMPACTED SELECTED MATERIAL IN 12" LIFTS, MAX. EARTH TRENCH ROCK TRENCH STANDARD DETAIL TRENCH SECTION NOT TO SCALE SITE PLAN OLD YARMOUTH INN 223 MAIN STREET YARMOUTHPORT9 MA PREPARED FOR ARPAD VOROS SCALE: 1 " = 40' DATE: SEPT 22, 2006 REVISED: OCT. 12, 2006 (PARKING STRIPES) REVISED: JAN 12, 2007 (SEPTIC SYSTEM) "L/ S/ 0-7 off 508-362-4541 fax 506 362-9880 down cape engineering, inc. C1WL ENG/NEE-RS LAND SUR1/EYORS 939 Main Street - YARMOUTHPORT, MASS. PAGE: 3 OF 4 06-212.DWG 12"MIN o ti, EXCAVATION- EARTH OR ROCK ALL ROCK EXCAVATION AND STONES LARGER THAN 6" SHALL BE DISPOSED OF AND REPLACED WITH APPROVED EXCAVATED MATERIAL OR GRAVEL BORROW. CAREFULLY COMPACTED SELECTED MATERIAL OR GRAVEL BORROW 1/2 O.D. CAREFULLY COMPACTED SELECTED MATERIAL 6" MIN. UNDISTURBED REPLACE ANY BELOW GRADE EXCAVATION OF UNSUITABLE MATERIAL WITH CAREFULLY COMPACTED SELECTED MATERIAL IN 12" LIFTS, MAX. EARTH TRENCH ROCK TRENCH STANDARD DETAIL TRENCH SECTION NOT TO SCALE SITE PLAN OLD YARMOUTH INN 223 MAIN STREET YARMOUTHPORT9 MA PREPARED FOR ARPAD VOROS SCALE: 1 " = 40' DATE: SEPT 22, 2006 REVISED: OCT. 12, 2006 (PARKING STRIPES) REVISED: JAN 12, 2007 (SEPTIC SYSTEM) "L/ S/ 0-7 off 508-362-4541 fax 506 362-9880 down cape engineering, inc. C1WL ENG/NEE-RS LAND SUR1/EYORS 939 Main Street - YARMOUTHPORT, MASS. PAGE: 3 OF 4 06-212.DWG PANELS FOR PUMPS & ALARMS INSIDE BUILDING FIRST FLOOR CONTRACTOR TO - PROVIDE ALL REQUIRED 76.5± CLEANOUTS AT BEND CONDUITS AND CABLES. - ANGLE POINT ELECTRIC PERMIT REQ. FROM TOWN. / ��\fir•! � �_ CAST 20.3± 19.7 GT 1 NEW 4" SEWER N NEW 3000 GAL TANK 2% MIN. ( GREASE TRAP NO.1) KITCHEN ONLY 16.5 INSTALL GAS 64FFLE \ SNI FT TEF 6"CRUSHED STONE UNDER ALL NEW TANKS (TY CLEANOUT AT BEND r NEW 4" SEWER 2% MIN. INTERIOR - PLUMBING REQ. EXIST. CAST IRON COVERS NOTE: SHALLOW COVER OI�J,TANKS, SEE PLAN VIEW GRADING 19,2± GT2 EXIST' EXISTING 2000 GAL TANK (USE AS GREASE TRAP2) SEWER TO ST7 IN FROM ST1 INSTALL GAS BAFFLE 18.96± ON NEW TEE EXIST. adj. groundwater � 18.45 12" 16.5 17 MIN. 6 4"SCH40 PVC IN FROM BLDG SEWER AND GT2 18.93± EXIST. ST1 EXISTING 11,500 GAL SEPTIC TANK ON ALLGASLARBAFFLE GE E (UTILIZE AS FIRST TANK IN SERIES) NEW INLET TEE ALUMINUM HATCH 40" X 30" SPECIFICATIONS: BILCO H-20 OR EQUAL COVER SHALL HAVE AN ANGLE FRAME WITH A 40" X 30" RECTANGULAR OPENING AND HAVE A HINGED COVER OF NON-SKID PATTERN. HINGED COVER SHALL HAVE A HOLD OPEN BAR THAT GAN BE LOCKED IN THE OPEN POSITION. COVER SHALL HAVE A LOCK THAT USES A KEY OR SPECIAL INSERT TO OPE AND IS LOCKABLE. COVER TO BE OF ALUMINUM. RAIL GUIDE SUPPORT PLATE TO BOLT TO THE HATCH COVER FRAME. SURFACE BELOW FRAME MUST BE SMOOTH AND NOT PROTRUDE INTO FRAME OPENING. PHATCH TO BE SIT IN A UMP RAIL SUPPORT TO FRAME OFF HATCH WHEN USTOM POURED �PO RINA. ALLOW FOR TTACHMENT OF G CONCRETE. WRAP REBAR CONTINUOUS AROUND HATCH TO RESIST LATERAL LOADS FROM TRAFFIC POURING PRECAST RISER AROUND HATCH SUGGESTED. F t BACKWASH & RETURN PUMPS (2) COULD PUMPS ON STAINLESS STEEL RAIL MOUNT SYSTEMS SIDE-BY-SIDE IN 40" X 30" BILCO H-20 HATCH SEWER OUT TO-ST2ST2 1% MIN. 18.62± 4"SCH40 PVC EXIST. PUMP CHAMBER SHALL HAVE WATER PROOF MASTIC COATING ON OUTSIDE IF TANK. EXTERNAL JUNCTION BOX. POWER CORDS SHALL BE CONNECTED ROVED TO WATERTIGHT NEMA APP CONNECTORS NOT LOCATED INSIDE THE PUMP CHAMBER. TO CONTROL SHED ALUMINUM HATCH 40X30" OPENING HATCH TO BE SET IN REINFORCED PRECAST CONCRETE RISER USE 3"SCHBO PVC PIPE INSIDE PUMP CHAMBER SAWCUT AND PATCH PAVEMENT AS REQUIRED. VENT W/ STAINLESS BUGSCREEN NOTE PAVEMENT EXTENDS TO CREATE 6% SLOPE MAX. SEE SAWCUT LINE BY MAIN FRONT ENTRANCE- REGRADING REQ. ALL FILL TO BE CLEAN SAND/GRAVEL, PROCESSED GRAVEL UNDER PAV ENT EL. 24.0 MAX. EXTERNAL JUNCTION BOX SEE PAVEMENT SECTION (2) INSPECTION PORTS EL. 23.5' MIN. SEE DETAIL 6" LOAM & SEED OR OTHER STABILIZATION- SEE LANDSCAPE PLANS (TMP) BILCO HATCH 21.0± 12" MIN. 40 MIL L NOTE: SHALLOW COVER ON TANKS, SEE PLAN VIEW GRADING / 0.57 TOP FABRIC 22.3 0.5% LINER 0.25' DROP PVC TO REINFORCED CONCRETE RISER 8,000 GAL. H-20 TANK (PUMP CHAMB ST2 NEW 6,000 GAL.H-20 SEPTIC TANK ACME PRECAST OR SHOREY OR EQUAL 5"CRUSHED STONE UNDER ALL TANKS (TYP.) 1 4" SCH-40 1% MIN. 18.2 18.1 WATER EL. X16.5 RESERVE NEW P/C 5600 GAL. = 5.2' PVC TO REINFORCED CONCRETE RISER 8,000 GAL. H-20 TANK (PUMP CHAMB ) 0.75' WORKING RANGE EXTERNAL JUNCTION BOX STAINLESS STEEL (NOT GALV.) SUMP DUPLEX GOULD PUMPS- 3.0 HP . ON STAINLESS RAIL MOUNT S STEM / ALUMINUM HATCH 40' X 30" BILCO H-20 OR EQUAL (TYP.) 6"CRUSHED STONE UNDER ALL NEW TANKS (TYP.) IN .22.0 WHERE INDICATED ESSUR.E LINE INV. 22.0 �1/4 CH40 PVC LATERALS WITH 0 ORIFICES AT 5' ON CENTER (2) 3"SCH40 PV 12" PERF. HDPE PITCH TO DRAIN BACK AT 0.57 �8, MAX. BOTTOM STONE EL. 21.5 PUMP OUT WELL SEE ORIFICE SHEILD DETAIL BOTTOM ST NE ELEV. 21.5 4"MANIFOLD INVERT EL. 20.5± IN CENTER, NOTE: DISTURBED SOILS IN LEACHING AREA- EXC VATE TO CLEAN VIR N MATERIAL 18.7 RAISE TO 0.5 Al ENDS (0.5% PITCH DRAINS 0 PUMP CHAMBER) AND REPLACE WITH CLEAN MEDIUM SAND FROM APPROVED SOURCE. DRAINBACK 18.5 OWNERS ENGINEER TO INSPECT & CERTIFY ALL SYSTEM COMPONEN 4'0 VALVE PIT MANHOLE 5.0' /AREA UNDER PROPOSED LEACHING SHALL BE EXCAVATED FOUR FEET BELOW EXISTING GRADE AND REPLACED WITH CLEAN SAND. EXTEND EXCAVATION 5' LATERALLY AROUND PERIMETER OF LEACHING FIELD. 18.1 EL. 16.5 ADJ. WATER NOTE: EXISTING LEACHING GALLEY SAS UNDER NEW LEACHING REMOVE PRECAST, STONE & IMPACTED SOILS TO 8' DEPTH UNDER SAS (ROUGH SIZE EST. 1,500 SF) ENGINEER TO INSPECT REMOVAL, 24 HOUR NOTICE REQ. '- (VERIFY EXACT DIMENSIONS OF ALL STRUCTURES PRIOR TO SETTING- INVERT ELEVATIONS TO BE HELD) SEPTIC PROFILE SAW CUT EDGES TO OBTAIN CLEAN FULL THICKNESS BUTT JOINT ON EXISTING BASE AND REMOVE OLD NOT TO SCALE PAVEMENT TO PROVIDE A STRAIGHT EDGE. STREETS, DRIVEWAYS AND WALKS CAST IRON COVER SEE PROFILE BITUMINOUS PAVEMENT EXISTING PAVEMENT 0 CONC. PVT.(MATCH EXIST.) / BRICK ADJUSTMENT COARSE / H-20 PRECAST RISER TYP. r 24" I.D.p��a! GRAVEL BASE COURSE y:,b;g. MORTAR ALL COMPONENTS NOTE TANKS SHALLOW- RISERS MAY NOT BE REQUIRED. ALL TANKS SHALL BE MANUFACTURED TO WITHSTAND PASHTO H-20 WHEEL LOADING AT THE DEPTHS OF COVER INDICATED ON THE SYSTEM PROFILE /PLANS. TANKS SHALL BE DELIVERED AND INSTALLED IN STRICT ACCORDANCE WITH THE MANUFACTURERS INSTRUCTIONS AND SHALL BE GUARANTEED BY THE INSTALLER TO BE WATER TIGHT AFTER INSTALLATION. TANKS AND PRESSURE PIPING SHALL BE DEMONSTRATED TO BE WATER TIGHT UNDER OPERATING PRESSURES BY FILLING TANKS AND OPERATING PUMPS WITH CLEAN WATER PRIOR TO BACKFILUNG THE LEACHING FIELD. ALL TANKS/PUMP CHAMBER SHALL HAVE WATER PROOF MASTIC COATING ON OUTSIDE OF TANK. ALL PRECAST CONCRETE COMPONENTS SHALL BE AS AVAILABLE FROM ACME PRECAST, 520 THOMAS LANDERS ROAD, HATCHVILLE, MA., OR SHOREY PRECAST OR EQUAL. ALL COMPONENTS SHALL BE AASHO H-20 WHEEL LOAD RATED. SEPTIC TANKS AND PUMP CHAMBER SHALL BE SET ON A LEVEL BED OF 3/4" TO 1-1/2" WASHED STONE, AT LEAST SIX INCHES IN DEPTH OR AS OTHERWISE REQUIRED BY THE TANK MANUFACTURER TO GUARANTEE A WATER TIGHT SEAL AT TANK JOINTS. 0 L -TM PLAN VIEW 3"SCH40 PVC DRAINBACK - 3"0SCH40 PVC LINE SOLVENT WELD ALL JOINTS (TYP.) '. 3"SCH40 PVC 3/8" WEEPHOLE IN BOTTOM PIPE PRESSURE LINE BETWEEN VALVES TYP. ®\ CHECK VALVE (TYP.) BALL VALVE (TYP.) H-20 4'01.D. MANHOLE VALVE PIT 3" SCH40 HATCH TO BE SET IN PRECAST ACCESS COVER SEE DETAIL. ,-ADJUSTING BLOCKS/RISER AS REQ. MORTAR ALL COMPONENTS (TYP.) (2) 3" CAST IRON CHECK VALVES 5 BALL VALVES -20 4'0 MANHOLE /0.5% PITCH n 0 3" PRESSURE FLOW TO LEACHING W=44m1F PITCH TO DRAIN BACK I \ 1 58, o1 3"SCH40 PJC DRAIN BACK LINE TO PUMP CHAMBER SECTION VIEW VALVE PIT DETAIL NOT TO SCALE CONCRETE MINIMUM STRENGTH: 5000 PSI AT 28 DAYS STEEL REINFORCEMENT. ASTM -AS -615 GRADE 60 DESIGN LOADING: AASHTO HS -20 RISER DETAIL NOT TO SCALE ORENCO SYSTEMS INC PH. 1-800-348-9843 1/4- HOLE AT 5' O.C. SNAP-ON OR EQUAL IN 6 O'CLOCK AND 12 O'CLOCK SHIELD POSITIONS (ALTERNATE) EXACT DIAMETER HOLES SHOULD BE SHOP DRILLED WITH A DRILL PRESS TO ENSURE UNIFORMITY. REMOVE BURRS PRIOR TO PLACING PIPE. 2" SCH-40 PVC LATERAL (ENGINEER TO INSPECT) NOTE ALTERNATE HOLES ON TOP AND BOTTOM OF PIPE- LATERALS DRAIN TO FIELD. ORIFICE SHIELD DETAIL NOT TO SCALE CONTRACTOR TO OBTAIN DISPOSAL WORKS CONSTRUCTION PERMIT PRIOR TO ANY SEPTIC WORK ON SITE INALLER TO INSPECTION SCHEDULE: 4STHR. NOTICE REQUUIREDE INSPECTIONS 1. OWNERS ENGINEER TO INSPECT UNSUITABLE SOIL REMOVAL PRIOR TO THE PLACEMENT OF THE CLEAN SAND FILL 2. OWNERS ENGINEER TO INSPECT WHEN CLEAN FILL HAS BEEN BROUGHT IN. BOTTOM OF LEACHING FIELD ELEVATION IS TO BE CERTIFIED PRIOR TO THE PLACEMENT OF THE DOUBLE WASHED STONE. 3. OWNERS ENGINEER TO INSPECT THE DOUBLE WASHED STONE TO ENSURE IT IS FREE OF DUST AND FINES. 4. ENGINEER TO INSPECT THE SHOP DRILLED ORIFICES TO ENSURE BURRS HAVE BEEN REMOVED FROM LATERALS. 5. ENGINEER TO INSPECT TANKS TO ENSURE WATERPROOF. 6. PROPER FUNCTIONING OF THE PUMPS, CONTROLS AND ALARMS SHALL BE DEMONSTRATED BY CLEAN WATER TESTING PRIOR TO BACKFILLING THE SAS FIELD. (OR AFTER AT CONTRACTORS RISK) 7, AN AS -BUILT PLAN WITH INVERT ELEVATIONS AND FIELD LOCATION IS TO BE PREPARED FOR THE TOWN BY THE OWNERS ENGINEER. 50 Ij 40 Li.l L� Z 0 Q 30 w S J Q F- O F_ 20 COULD 5.5" IN 3.0 HP PELLER DIAMETER 10 ' 100 200 300 CAPACITY - GPM PUMP CURVE FOR EFFLUENT PUMP 1/12/07 DATE COMPACTED APPROVED BACKFILL 12' MIN. FILTER LAWNS AND CROSS COUNTRY PIPE O.D. AX 12"MI IN � O •.9 EXCAVATION- EARTH OR ROCK ALL ROCK EXCAVATION AND STONES LARGER THAN 6" SHALL BE DISPOSED OF AND REPLACED WITH APPROVED EXCAVATED MATERIAL OR GRAVEL BORROW. CAREFULLY COMPACTED SELECTED MATERIAL OR GRAVEL BORROW 1/2 O.D. CAREFULLY COMPACTED SELECTED MATERIAL \\ 6" MIN. UNDISTURBED ROCK SURFACE REPLACE ANY BELOW GRADE EXCAVATION OF UNSUITABLE MATERIAL WITH CAREFULLY COMPACTED SELECTED MATERIAL IN 12" LIFTS, MAX. EARTH TRENCH ROCK TRENCH STANDARD DETAIL TRENCH SECTION NOT TO SCALE SITE PLAN OLD YARMOUTH INN 223 MAIN STREET YARMOUTHPORT9 MA PREPARED FOR ARPAD VOROS SCALE: 1 " = 40' DATE: SEPT 22, 2006 REVISED: OCT. 12, 2006 (PARKING STRIPES) REVISED: JAN 12, 2007 (SEPTIC SYSTEM) -24g/ ®-7 off 508-362-4541 fax 508 362-9880 down cope engineering, Inc. CIVIL ENGINEERS LAND SURVEYORS 939 Main Street - YARMOUTHPORT, MASS. PAGE: 3 OF 4 06-212.DWG PVC TO REINFORCED CONCRETE RISER LEACH FIELD LIFTING CHAIN EXTERNAL JUNCTION BOX STAINLESS STEEL (NOT GALV.) / ALUMINUM HATCH 40' X 30" BILCO H-20 OR EQUAL (TYP.) SET IN POURED CONCRETE 645E BOLT PUMP RAIL SUPPORTS TO HATCH FRAME FLANGE. 3"PVC M of ofPRECAST H-20 RISER WITH HATCH POURED INTEGRAL IN FROM O > MORTAR ALL BRICK (TYP.) AMPHIDROME UNIT , 3"SCH80 PVC PIPE INSIDE PUMP CHAMBER HIGH LEVEL ALARM 0 6" ABOVE PUMP ON FACTORY RAIL SYSTEM RESERVES 8000 GAL PUMP RAILS (TMP. (STAINLESS STEEL)(NO GALVANIZED ALLOWED) 500 CALM PUMP CHAMBERS EFFLUENT PUMPS (TWO REQ.) 0.76' WORKING RANGE DISCONNECT 0 FLOATS SHALL BE HUNG SO THAT THE BACKWASH LEVELS MAY BE ADJUSTED WITHOUT & RETURN ,M7 ENTERING THE PUMP CHAMBER. PUMPS CLEARWELL 6" BOLT TO CONC. SECTION VIEW LOW LEVEL ALARM BOLT TO CONC. 2.0' ABOVE BOTTOM TANK SECURE BLOCK TO FLOOR 8.000 GALLON PUMP PIT 7'X17' LOW PROFILE scALE:NTs CONCRETE MINIMUM STRENGTH: 5000 PSI AT 28 DAYS STEEL REINFORCEMENT: ASTM -AS -615 GRADE 60 DESIGN LOADING: AASHTO HS -20 MASTIC COATING WATERPROOFING REQ. ACCESS COVER SEE DETAIL. ,-ADJUSTING BLOCKS/RISER AS REQ. MORTAR ALL COMPONENTS (TYP.) (2) 3" CAST IRON CHECK VALVES 5 BALL VALVES -20 4'0 MANHOLE /0.5% PITCH n 0 3" PRESSURE FLOW TO LEACHING W=44m1F PITCH TO DRAIN BACK I \ 1 58, o1 3"SCH40 PJC DRAIN BACK LINE TO PUMP CHAMBER SECTION VIEW VALVE PIT DETAIL NOT TO SCALE CONCRETE MINIMUM STRENGTH: 5000 PSI AT 28 DAYS STEEL REINFORCEMENT. ASTM -AS -615 GRADE 60 DESIGN LOADING: AASHTO HS -20 RISER DETAIL NOT TO SCALE ORENCO SYSTEMS INC PH. 1-800-348-9843 1/4- HOLE AT 5' O.C. SNAP-ON OR EQUAL IN 6 O'CLOCK AND 12 O'CLOCK SHIELD POSITIONS (ALTERNATE) EXACT DIAMETER HOLES SHOULD BE SHOP DRILLED WITH A DRILL PRESS TO ENSURE UNIFORMITY. REMOVE BURRS PRIOR TO PLACING PIPE. 2" SCH-40 PVC LATERAL (ENGINEER TO INSPECT) NOTE ALTERNATE HOLES ON TOP AND BOTTOM OF PIPE- LATERALS DRAIN TO FIELD. ORIFICE SHIELD DETAIL NOT TO SCALE CONTRACTOR TO OBTAIN DISPOSAL WORKS CONSTRUCTION PERMIT PRIOR TO ANY SEPTIC WORK ON SITE INALLER TO INSPECTION SCHEDULE: 4STHR. NOTICE REQUUIREDE INSPECTIONS 1. OWNERS ENGINEER TO INSPECT UNSUITABLE SOIL REMOVAL PRIOR TO THE PLACEMENT OF THE CLEAN SAND FILL 2. OWNERS ENGINEER TO INSPECT WHEN CLEAN FILL HAS BEEN BROUGHT IN. BOTTOM OF LEACHING FIELD ELEVATION IS TO BE CERTIFIED PRIOR TO THE PLACEMENT OF THE DOUBLE WASHED STONE. 3. OWNERS ENGINEER TO INSPECT THE DOUBLE WASHED STONE TO ENSURE IT IS FREE OF DUST AND FINES. 4. ENGINEER TO INSPECT THE SHOP DRILLED ORIFICES TO ENSURE BURRS HAVE BEEN REMOVED FROM LATERALS. 5. ENGINEER TO INSPECT TANKS TO ENSURE WATERPROOF. 6. PROPER FUNCTIONING OF THE PUMPS, CONTROLS AND ALARMS SHALL BE DEMONSTRATED BY CLEAN WATER TESTING PRIOR TO BACKFILLING THE SAS FIELD. (OR AFTER AT CONTRACTORS RISK) 7, AN AS -BUILT PLAN WITH INVERT ELEVATIONS AND FIELD LOCATION IS TO BE PREPARED FOR THE TOWN BY THE OWNERS ENGINEER. 50 Ij 40 Li.l L� Z 0 Q 30 w S J Q F- O F_ 20 COULD 5.5" IN 3.0 HP PELLER DIAMETER 10 ' 100 200 300 CAPACITY - GPM PUMP CURVE FOR EFFLUENT PUMP 1/12/07 DATE COMPACTED APPROVED BACKFILL 12' MIN. FILTER LAWNS AND CROSS COUNTRY PIPE O.D. AX 12"MI IN � O •.9 EXCAVATION- EARTH OR ROCK ALL ROCK EXCAVATION AND STONES LARGER THAN 6" SHALL BE DISPOSED OF AND REPLACED WITH APPROVED EXCAVATED MATERIAL OR GRAVEL BORROW. CAREFULLY COMPACTED SELECTED MATERIAL OR GRAVEL BORROW 1/2 O.D. CAREFULLY COMPACTED SELECTED MATERIAL \\ 6" MIN. UNDISTURBED ROCK SURFACE REPLACE ANY BELOW GRADE EXCAVATION OF UNSUITABLE MATERIAL WITH CAREFULLY COMPACTED SELECTED MATERIAL IN 12" LIFTS, MAX. EARTH TRENCH ROCK TRENCH STANDARD DETAIL TRENCH SECTION NOT TO SCALE SITE PLAN OLD YARMOUTH INN 223 MAIN STREET YARMOUTHPORT9 MA PREPARED FOR ARPAD VOROS SCALE: 1 " = 40' DATE: SEPT 22, 2006 REVISED: OCT. 12, 2006 (PARKING STRIPES) REVISED: JAN 12, 2007 (SEPTIC SYSTEM) -24g/ ®-7 off 508-362-4541 fax 508 362-9880 down cope engineering, Inc. CIVIL ENGINEERS LAND SURVEYORS 939 Main Street - YARMOUTHPORT, MASS. PAGE: 3 OF 4 06-212.DWG ? -I DCE N 06-211 EW12 1 1. THE LOCATION OF EXISTING UNDERGROUND UTILITIES SHOWN ON THIS PLAN IS NOTES: APPROXIMATE. PRIOR TO ANY EXCAVATION ON THIS SITE, THE EXCAVATING CONTRACTOR SHALL MAKE THE REQUIRED 72 HOUR NOTIFICATION TO DIG SAFE (1-888-344-7233) AND ANY OTHER UTILITIES WHICH MAY HAVE CABLE, PIPE OR EQUIPMENT IN THE CONSTRUCTION AREA FOR VERIFICATION OF LOCATIONS. 2. THIS PLAN IS FOR PROPOSED WORK ONLY AND IS NOT TO BE USED FOR PROPERTY LINE STAKING. 3. ADDITIONAL LOT COVERAGE BY STRUCTURE AND PAVING = 839 SF ETHODS EMPLOYED ON THIS STAKED 4. ALL CONSTRUCTION MATERIALS, COMPONENTS, AND.M PROJECT WORK SHALL CONFORM TO THE TOWN OF YARMOUTH SUBDIVISION REGS. EROSION CONTROL AND SITE RESTORATION AND\OR THE MASSACHUSETTS DEPARTMENT OF PUBLIC WORKS STANDARD 1. HAY BALES AND/OR SILTATION FENCE SHALL BE INSTALLED AS SOON AS PRACTICAL AFTER SITE SPECIFICATIONS FOR BRIDGES AND HIGHWAYS AS AMENDED TO PRESENT. PREPARATION WORK HAS BEGUN. ALL SEPTIC WORK AND MATERIALS TO CONFORM TO 310 CMR 15.00 TITLE 5. 2, ALL EROSION CONTROL STRUCTURES SHALL BE MAINTAINED IN GOOD CONDITION AND INSPECTED ON A AND YARMOUTH HEALTH REGULATIONS. REGULAR BASIS UNTIL ALL SITE IMPROVEMENTS ARE IN PLACE AND VEGETATION ESTABLISHED. 5. VERTICAL DATUM IS ASSUMED. MUNICIPAL WATER IS AVAILABLE. 3. THE SITE WORK CONTRACTOR SHALL BE RESPONSIBLE TO ASSURE THAT SOILS, VEGETATION AND 6. DESIGN LOADING FOR ALL PRECAST UNITS CONSTRUCTION DEBRIS FROM THE PROJECT ARE CONFINED TO THE PROJECT SITE WRING CONSTRUCTION. TO BE AASHTO-H2O UNLESS NOTED. PERMANENT SURFACES INCLUDING PAVEMENT, LAWN AND LANDSCAPED AREAS SHALL BE PROTECTED BY PROPER GRADING, MULCHING OR OTHER CONSTRUCTION AS MAY BE REQUIRED UNTIL STABILIZATION OF THE 7. REF. ZBA SPECIAL PERMIT GRANTED. SITE IS ACHIEVED. 4- THE REMAINDER OF THE AREA DISTURBED BY CONSTRUCTION WILL BE SPREAD WITH WITH AT LEAST 4 PROPOSED WORK LIMIT LINE INCHES OF ORGANIC LOAM, AND SEEDED WITH GRASS COVER. STAKED HAYBALES AND/OR SILTATION FENCE _~^~` SEE DETAIL alV.e PROPOSED 600 GAL LEACHING CATCH 1T II, BASIN WITH 2' STONE AND 600 GAL. LEACH PIT WITH 2' STONE OVERFLOW ry E 121.38' °YEWS 13 SECOND ROW STAKED HAYBALES AND SILTATION FENCE a 7 EDGE OF WETLAND n `2 G PAD ` EW6 W5 ` 15 ' 1P 17.88' I 1 R Pr1CF i ' 70MIMr ccTan v \ 17� i c� \ > > \ADDITION (280 � \ � _ -- NEW SANITARY UNE o EX STI EOP PIPE DIRECTLY TO TANK DUMPSTER N KITCHEN FLOW \ \I ONLY LINE \ BENCHMARK: C E F COVER 20.8 �9 0 EXISTING E AURANT BUILDI \• \ \ \` `I uZE A51FIR T TANK NTSETASK ' FLOOR EL. = 24.3± " 21 •I 9,p. EW4 TOP FOUNDATIONi 072 1 - o EXISTING PAVED PARKING o 20 SPACES pui oz EL 23.26 _��^ . J O O 0 - - - - \ i le.ee FHAMBER o '\ STIR I8.62� REMOVE EXISTING EXISTING PAINTED, 19 / -`� I PUMP CHAMBER SAWCUT UNE PARKING STTRiPING ( ) \ / Na �o+. _ -_ ANO DBOX PER T LE 5. 4 SPACES i REPAINT AS REQUIRED - \ / ,,,\ E m 6000 GAL:, �82a`1 CBOX o. e C` L SEPTIC TANK: '� ` O I T2 L / SECOND TANK r S IN' SERIES _ I [20] NEW GREASE TRAP t NEW VAdVE P / PROPOSED SILT F NCE AND HAYBALE LINE PROPOS 3,000 GAL. H-20 F E -E\ AROUND TEMPORA Y DEWATERING EXCAVATION / 2 DDIT1ON 627^2 •\ CONNECT TO EXIST. G/i 3 SPACES L- - - - - , \, / PUMP CLEARWATE INTO THIS EXCAVATION 2 P�C Im. /, , WHILE INSTALLING SEPTIC TANKS/PUMP CHAMBER MAINTAIN SILT FEN E/HAYBALE UNTIL OPERATIONS / NEW 8000 GAL PUMP CHAMBER Q +,� (, '-- + S ' �ti,.- E COMPLETE. [211 _�� (2) 3" TRANSPORT I PROPOSED .LANES =-^ j�C`\i1-� y'`\r /�� PROPOSED ROCK TREEWELL /CONTOUR (TYP.) ,;� r�'� , �\ ��'r d _� �� - 6° - 18" HIGH (VARIES) / �'- ,�-k - 1 \" +h T' PROVIDE 43' 40MIL LINER`,+ -e 4a / EXISTING OUR I..1` \:�frT r •+ri �. -' 'Y AS INDICATED TYP. RESERVE 1 ? L I r "ti ��.r3� .��I' 1Ot5' \ i.. ;` BF `l y . U �22) SAWCUT LINE l y 2`V AREA �- ti\ 4 F"'�JrYr v� \ +f , I .'"'4. •r ', {21� - -,.'1 \•moi=f 1 `�,;� r --�\'" 4 � � [22] - ,`,� 21 -21 ?a.2) 1 RMER BUfLDiILi �c 20 _ c2 L f % y [35 \F n 41 31 0 PROPOSED 7,550 SF .. $ _.:.�5 22 0 AREA 0 DRAIN NH-20 LP p PRIMARY .. .�- 0 - N r> LEACHING FIELD ��'" .. 'Y. ', +r...cP `\ CLEANOUTS WITH 2' STONE - `23.5j- FRAME & GRAT PRESSURE .- - •.- - AT GRADE EACH DOSED - .22'... x. �\ TO D(F TO GRADE ; I .. r'r D.�G LATERAL TYP.) Opo _� � .. - .... ...... � .: .. .'....,�... . �. �.v APPROX.SAW .... INSPECTION PORT, ...,.,. . , ,.�--�v`-� LINE +19.1 ..: •.: ..... CLEANOUT � ...... ... -- CES +19.0 TO GRADE ..... ... ......... ......... ... ............� 3. ...... .... 0 c'. - \,} 201.25 O.A. • , 456 T <,aa'LT INSPECTION PO \ PROPOSED APPROX. LIMIT 0 4"SCH40 PER ORATED SN 4" CENTRAL FED MANIFOLD / /26 EXISTI CHING (RE OVE) 2a \ PVC VENT LIN �(TYPJ - i \ F02w1;.:,._ ROSE --�-yT -� 60' OF 40 MIL UNE 1/4ORIFICE WITH SHIELD ,28 \ Jrl!\ TOP EL. 22.5 TO GRADE EL 185 SPACED 5 O.C. ON 2" TO GRADE i 1•;t .� I I � 1 15 LATERAL SPACED 6 O.C. (TYP.) AT END OF EACH LATERAL ( 4" CENTRAL FED MANIFOLD NP.) EXISTING .:... 8" MIN. .i. -0ECIDUOUS TREE MIN. LOT FRONTAGE EXISTING SPOT ELEVATION 204.66' 204.66' MIN. FRONT SETBACK Y� !_ X LIMIT UNSUITABLE SOIL REMOVAL FINISH GRADE CONTOUR I EXISTING DITCH SECTION FINISH GRADE SPOT ELEV. SEPTIC CALCULATIONS MIN. REAR SETBACK 20' EMBED BALES 4' MIN. " UPSTAIRS: RESIDENTIAL 5 BR X 110 = 550 GPD UPSTREAM ELEVATION HYDRANT EXISTING USE : H-10 RESTAURANT TAVERN SEATING: 60 SEATS (20 GPD/SEAT) = 1200 GPD CHECK O CATCH BASIN IYo N.T.S. RESTAURANT: 108 SEATS (35 GPD/SEAT) = 3780 GPD zX SHORT POST LIGHT m LEACHING GALLEY TOTAL DESIGN FLOW: 5530 GPD (WITH COVER TO GRADE) SINGLE POST SIGN LEACHING AREA: 5530 / .74 = 7,473 SF REQUIRED CESSPOOL(APPROX.) PARKING CALCULATIONS C70, UTILITY POLE 7,550 SF PRIMARY AND 7,480 SF RESERVE AS SHOWN > 7,473 O.K. Q GREASE TRAP: 168 X 15 = 2,520 GAL REQ. EXISTING WATER MAIN UPSTAIRS: RESIDENTIAL( 5 X 1.1) = 5.5 SPACES USE NEW 3000 GALLON GREASE TRAP. (USE EXISTING 2000± GAL. GREASE TRAP IN SERIES IN ADDITI01) DINING AREAS 2,320 SF(1/15)(1/3) = 51.6 SPACES SEPARATE KITCHEN WASTE (3 BAY SINK, DISHWASHER ETC.) AND PLUMB INTO GREASE TRAP. KITCHEN/BUSINESS AREAS: 963 SF (1/200 ) = 4.8 SPACES REMAINDER OF FLOW TO BE RE-ROUTED DIRECTLY INTO PRIMARY SEPTIC TANK. INTERIOR PLUMBING WORK REQUIRED. STORAGE/UTILITY AREAS: 3,133 SF (1/210) =1.5 SPACES SEPTIC TANK: DUAL COMPARTMENT OR 2 TANKS IN SERIES REQUIRED. NOTE: NOT ALL SYMBOLS APPEAR ON DRAWING 63.4 SPACES REQUIRED 5530 GAL (200%) = 11,060 GAL 1ST TANK, 5530 (100%) = 5530 GAL 2ND TANK USE EXISTING 11,500 GALLON SEPTIC TANK FOR FIRST TANK (11,500 GAL. > 11,060 O.K.) 70 SPACES PROVIDED USE 6,000 GAL SEPTIC TANK FOR SECOND TANK IN SERIES- (6000 GAL. > 5530 O.K.) 521 CMR: 3 ACCESSIBLE SPACES REQUIRED PUMP CHAMBER: 5530 GAL RESERVE REQ. USE 8,000 GAL TANK FOR PUMP CHAMBER THREE HCP ACCESSIBLE SPACES PROVIDED INCLUDING ONE VAN ACCESSIBLE SPACE (STRIPE) TREE CALCULATION: 70 SPACES (1/8) = 8.75 9 TREES EXISTING IN ISLANDS PROVIDED Z I$! DAT TOWARD SITE EXCAVATION 2' X 2" X 36" WOOD POST WD. POST 8' MAX. C.C. MIRIFI SILT FENCE OR EQUAL -- FABRIC _ COMPACTED BACKFILL PLAN VIEW _moo NTS -- --- EXCAVATED TRENCH METHOD FOR JOINING SILT FENCE SECTIONS 71 POSITION END POSTS TO OVERLAP AS SHOWN 7� AROUND MAKING OACHPOSTTAIT LEAST ONE ITURNWS NATURAL GRADE TOPS OF OF POSTS WITH CHORD OR WARE POSTS 71GHTLY TOGETHER AND SECURE PREVENT FLOW-THROUGH OF BUILT-UP SEDIMENT AT JOINT. NOTE: 1. EXCAVATE A 6" x 6" TRENCH ALONG SPECIFIED SILT FENCE LINE IMMEDIATELY AFTER CLEARING AND GRUBBING IS COMPLETE AND INSTALL SILT FENCE 2. UNROLL SILT FENCE ONE SECTION AT A TIME, POSTS SHOULD BE POSITIONED ON DOWNSTREAM SIDE OF FENCE 3. DRIVE POST INTO GROUND AND LAY THE TOE -1N FABRIC IN BOTTOM OF TRENCH. BACKFILL TRENCH, AND TAMP GROUND AS SHOWN IN DIAGRAM ABOVE. _ 4. REMOVE SILT AND DEBRIS BEFORE ONE FOOT ACCUMULATION OCCURS AT THE FENCE LINE. SILT FENCE INSTALLATION N.T.S. 4't -4_1 of AIR DITCH ------- _ :_ __----��--- 2:1 SLOPE (MAX) - (2) 1" X V X 3• STAKES PER BALE I PLAN HAY OR STRAW BALES 2:1 SLOPE (MAX) -"► `` I � 1 15 EXISTING CONTOUR EXISTING .:... 8" MIN. .i. -0ECIDUOUS TREE MIN. LOT FRONTAGE EXISTING SPOT ELEVATION 204.66' 204.66' MIN. FRONT SETBACK Y� !_ X 20 FINISH GRADE CONTOUR I EXISTING DITCH SECTION FINISH GRADE SPOT ELEV. 9.4' MIN. REAR SETBACK 20' EMBED BALES 4' MIN. " SHRUB UPSTREAM ELEVATION HYDRANT EXISTING USE : H-10 RESTAURANT EROSION CHECK O CATCH BASIN IYo N.T.S. zX o IN N N N N I I Scale:1 20' 0 10 20 30 40 50 FEET A. OJALA PLS, PE LEGEND, I � 1 15 EXISTING CONTOUR EXISTING +14.12 71,779 S.F. -0ECIDUOUS TREE MIN. LOT FRONTAGE EXISTING SPOT ELEVATION 204.66' 204.66' MIN. FRONT SETBACK Y� !_ X 20 FINISH GRADE CONTOUR I 21.1 FINISH GRADE SPOT ELEV. 9.4' MIN. REAR SETBACK 20' HCP SYMBOL f!�) SHRUB C MANHOLE 7.5% HYDRANT EXISTING USE : H-10 RESTAURANT & A6 INN O CATCH BASIN IYo POLE LIGHT zX SHORT POST LIGHT m LEACHING GALLEY (WITH COVER TO GRADE) SINGLE POST SIGN CP CESSPOOL(APPROX.) BENCHMARK C70, UTILITY POLE TH-1 SO!L TEST Q W_ EXISTING WATER MAIN G EXISTING GAS MAIN E EXISTING BURIED ELECTRIC AND U.G. FIBER OPTIC CABLE 0 EXISTING U -G. OXYGEN PIPING T EXISTING U.G. TELEPHONE NOTE: NOT ALL SYMBOLS APPEAR ON DRAWING LOCUS MAP YARMOUTH ASSESSOR'S MAP 122 PCL. 92 LOCUS IS IN F.E.M.A. ZONE C REFERENCES REFERENCE: DB 7145 PG 191 YARMOUTH ASSESSOR'S MAP 122 PCL. 92 OWNER OF RECORD SMF REALTY TRUST SHEILA M. FITZGERALD, TRUSTEE 223 MAIN STREET, YARMOUTHPORT, MA 02675 DB 7145 PG 191 ADDRESS: #223 MAIN STREET, YARMOUTHPORT, MA 02675 ZONING SUMMARY ZONING DISTRICT: R40 I � 1 I� ' 1 PROPOSED: MIN. LOT SIZE 40,000 S.F. 71,779 S.F. LOCUS MAP YARMOUTH ASSESSOR'S MAP 122 PCL. 92 LOCUS IS IN F.E.M.A. ZONE C REFERENCES REFERENCE: DB 7145 PG 191 YARMOUTH ASSESSOR'S MAP 122 PCL. 92 OWNER OF RECORD SMF REALTY TRUST SHEILA M. FITZGERALD, TRUSTEE 223 MAIN STREET, YARMOUTHPORT, MA 02675 DB 7145 PG 191 ADDRESS: #223 MAIN STREET, YARMOUTHPORT, MA 02675 ZONING SUMMARY ZONING DISTRICT: R40 REQUIRED: EXISTING: PROPOSED: MIN. LOT SIZE 40,000 S.F. 71,779 S.F. 71,779 S.F. MIN. LOT FRONTAGE 150' 204.66' 204.66' MIN. FRONT SETBACK 30' 8.4' 8.4' MIN. SIDE SETBACK 20' 9.4' 9.4' MIN. REAR SETBACK 20' 234.9' 234.9' MAX. BUILDING COVERAGE 25% 7.5% 8.9% EXISTING USE : H-10 RESTAURANT & A6 INN PROPOSED USE : H-10 RESTAURANT & A6 INN (TO REMAIN) SITE PLAN OLD YARMOUTH INN 223 MAIN STREET YARMOUTHPORT, MA PREPARED FOR ARPAD VOROS SCALE: 1 " = 20' DATE: SEPT 22, 2006 REVISED: OCT. 12, 2006 (PARKING STRIPES) REVISED: JAN 12, 2007 (SEPTIC) REVISED: FEB 8, 2007 (DRAINAGE) off 508-362-4541 fax 508 362-9880 down Cape engineering, Inc. CIVIL ENGINEERS LAND SURVEYORS 939 Main Street - YARMOUTHPORT, MASS. PAGE: 1 OF 4 06-212.DWO