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Home My WebLink About205 Old Main Street Site Plan of Land 12NOTE: VERIFY IN FIELD THE ELEVATION OF THE D -BOX PRIOR TO ANY PLUMBING OR EEPTiC WORK ON SITE I 241.D. CAST IRON COVERS AS SHOWN. MORTAR ALL COMPONENTS (T-yp,) PROVIDE NEW RISER TO GRADE SLAB=T.FOUND.=. EL 23.0 OVER D -BOX WITH LIGHT DUTY NEW 24'. ASi IRON COVE CAST IRON FRAME AND COVER UP D-BOX,fit LOCK BO GRADE, MORTAR 2ALL COMPONENTS L 3r 10" 24' TIE INTO EXISTING D -BOX 4'SCH40 PVC TEE 1500 GAL H -10E y 20.62 •.1 12' AT 2% SEPTIC TANK " FROM 5T1 FROM 5'-8' LIQ. LEVEL GAS BUILDING 20.87 !' ACME OR EQUAL BAFFLE 4'OSCH 40 PVC AT 1% SEWER ONLY ':, ...r.:.� ..: ; • 20.25 T.F. FFLR 6" GRAVEL & MECH. E}1STING 20.08 EXISTING EL 23.0 COMPACTION (TYP.) VERIFY IN FIELD PLACE SPEED LEVELERS IN ALL PRIOR i." a EXISTING OUTLET :^ WATER TEST BOX PIPES PLUMNi,FOR LEVEL - • OR �. IN FROM KITCHEN SINKS WORK ON SITE FULLT-EL & DISHWASHER ONLY BASEM10' TO STI KTfC.4E4'SCH40C 1.5% TEE 1000 GAL H-10 AREA A7 BLDG 21•'�°i GREASE TRAP ONLY 21.57 4' LIQ, LEVEL 21.1'j ACME OR EQUAL GAS 12' BAFFLE 6' GRAVEL & MECH. COMPACTION (TYP.) NOT TO SCALE i L GEN `J CATCH BASIN CQ_) UTILITY POLE n GUY WIRE LIGHT POST/ YARD LIGHT F!RE HYDRANT ` FREESTANDING SIGN EXISTING WATER LINE -W- PROPOSED WATER LINE • PROPOSED ACCESS COVER 3 i EDGE OF PAVE NO BERM I ,G GAS LINE I& WATER GATE +21.85 EXISTING ELEVATION T: , T:s.n , -3 :OP')SED F°.e'aTIQN A " EXISTING CONTOUR �-= PROPOSED -CONTOUR I PROPOSED SHRUB • i EXISTING TREE EXISTING TREE LEACHING PIT DESCRIPTION A 6'X6' WITH 2' STONE B 6'X6' WITH 2' STONE C 6'X5' WITH V STONE 0 6'X6' WITH 1' STONE PARCFC P3 NOTE: PITCH SIDEWALKS 1/8' PER ( '. MINII AWAY FROM BUILDING. 5% MAX. SLOPE WITHOUT RAMP I'IA.3DRAILS ETC.) r1`.,T6PCOAT MASS DPW TYPE 11 BIT. ASPHALT R' 4L -,n rS 3/4' - 1 1/2' DOUBLE WASHED STONE 4' MIN. AROUND PIT DRAiN SE NOT TO SCALE DRAINAGE CALCULATIONS: WIN WfgeSR.'Ige of m"m wu AKk DSSWdE A24 Mi _ 42,2 OF WOf AKA 23 YN SIDNA rcm D.0., ow(s oA/+rXa,z/.*eDX4�)/.Y-J,e OF USE (,) WD DA. Lt"M WM V STONE - W4 s 0.K crm.) 4' MIN. PEASTONE AND MIRAFI 14ONS FABRIC OVER STONE EL 14.1 N ADJUSTED GROUNDWATER EL 12.1 LN1 OBSERVED GROUNDWATER EL 8.21 REF. SEPTIC INSPECTION REPORT BY TROY WILLIAMS DATED 3/28/02 a w U EL EL o_ J w U Of OL OL v z m Agg rl 0 g LOCATION MAP ASSESSORS MAP 51 PCL 38 (OLD MAP 45, P RCEL P11) rBUILDING-ZONE:"R$=25;-NOT-fN 1PD MIN. LOT SIZE: 25,000 S.F. J MIN. FRONTAGE: 150' SETBACKS: FRONT=30' SIDE= 15' REAR=20' FLOOD ZONE C, 250015 0004 C MAX. BUILDING COVERAGE: 257. COMBINED LOT AREA = 204,762 S.F. IEXISTINI-BUILDING-COVERAGE = 11,006 SF = -.4%. DEMOLITION OF 577 SF, NEW CONSTRUCTION 4 14 SF PROPOSED �UiCDiNG-COVERAGE 14,643 SF DATUM: ASSUMED FROM DENNIS QUAD MAP EXISTING USE: CHURCH, ACCESSORY THRIFT SHOP, DAYCARE PROPOSED USE: CHURCH,/, ACCESSORY THRIFT HOP, DAYCAI ` �` ,lam �-4-V-•-V-�f... PARKING CALCU ON : TUARY: 27 SEATS (1 SPACE/3 SEATS) S1 SPACES TOTAL 9 SPACES !TOTAL -PROVIDED -99 -SPACES-' , HANDICAP: 76-100 SPACES 4 HCP SPACES R QUIRED HANDICAP PROVIDED: 6 SPACES NOTE: TI;E P RKIN(; CALCULA711019 IS BASED ON THE PAC7Y ^F •1Ilt St',N ; UA; Y` ONLY SINCE )THER t,00hvu OCCUPIED WITH INDIVIDUALS LEAVING THE SAN-0UARY AFTER THE CLOSING OF THE SERVICE OR USING DIFF RING HOURS. SEPTIC CALCULATIONS: DESIGN FLOW: CHURCH: 274 SEATS (3 GPD/SEAT) = 822 GPD DAY CARE: 300 S.F. (11 CHILD/20 S.F.) = 15 CHILDREN L 15 CHILDREN (10 GAL ONS/CHILD) = 150 GPD 972 GPD FOR DESIGN JFLOW FOR MAIN BUILDI G PARISH D FFERINGAHOU SO OFAUSE (SOGPDSEAFLLOW NOT _ GPD CUM LATIVE. CHURCH SEPTIC TANK: 972 GPD (1.5) = 1458 GAL USE EXISTING 1500 GAL SEPTIC TANK PARISH H_ HALL SEPTIC TANK: 450 GPD (2.0) = 900 GAL USE PROPOSED 1500 GAL SEPTIC TANK USE PROPOSED 1000 GAL GREASE TRAP FOR I ITCHEN FLO4 LEACHING: (2) EXISTING 6'x6' LEACH PITS WITH 2' OF STONE (549.8 G 1 EXISTING 6'x6' LEACH PIT WITH 1' OF STO E 427.3 GP 1 EXISTING 6'x5' LEACH PIT WITH 1' OF STO E 364.5 GP TOTAL CAPACITY: 1891 GPD '78 CODE TITLE LEACHING E REFERENCE: TITLE 5 SEPTIC SYSTEM REPORT BY TROY WILLIAA�S DATED 3/28/0 01TE PLAN OF LAND AT #2 SHOWING NEW PARISH HAIL AT SAINT DAVID'S (SOUTH) YARMOUTH, MA PREPARED FOR: SAINT DAVID'S EPISCOPA 30 D 30 60 SCALE: 1 N=30' I DATE: APRIL 19, 2 15 OLD MAIN ?ISCOPAL Cl CHUI 90 Feet DATE I MDIPW M1.03.1 VIB. ROLLER COMPACTED PARCEL NB --- - NOTE: COMPACT ALI. na IN 6" LIFTS TO 95% MOD. r PROCTOR DENSIT'I'!Mr% VIBRATORY ROLLER COMPACTER. SIDEWALP; CROSS SECTION SUBDIVISION REGULATIONS - AND/OR THE MASSACHUSETTS DEPARTMENT OF PUBLIC WDRKS _ . NOTTo SCALE STANDARD SPECIFICATIALL SEPTICONS WORK�ANDRIDGES AND MATERIALS TOGHWAYS CONFORM S TOM 310ECMR015.00 TITLE 5. R' 4L -,n rS 3/4' - 1 1/2' DOUBLE WASHED STONE 4' MIN. AROUND PIT DRAiN SE NOT TO SCALE DRAINAGE CALCULATIONS: WIN WfgeSR.'Ige of m"m wu AKk DSSWdE A24 Mi _ 42,2 OF WOf AKA 23 YN SIDNA rcm D.0., ow(s oA/+rXa,z/.*eDX4�)/.Y-J,e OF USE (,) WD DA. Lt"M WM V STONE - W4 s 0.K crm.) 4' MIN. PEASTONE AND MIRAFI 14ONS FABRIC OVER STONE EL 14.1 N ADJUSTED GROUNDWATER EL 12.1 LN1 OBSERVED GROUNDWATER EL 8.21 REF. SEPTIC INSPECTION REPORT BY TROY WILLIAMS DATED 3/28/02 a w U EL EL o_ J w U Of OL OL v z m Agg rl 0 g LOCATION MAP ASSESSORS MAP 51 PCL 38 (OLD MAP 45, P RCEL P11) rBUILDING-ZONE:"R$=25;-NOT-fN 1PD MIN. LOT SIZE: 25,000 S.F. J MIN. FRONTAGE: 150' SETBACKS: FRONT=30' SIDE= 15' REAR=20' FLOOD ZONE C, 250015 0004 C MAX. BUILDING COVERAGE: 257. COMBINED LOT AREA = 204,762 S.F. IEXISTINI-BUILDING-COVERAGE = 11,006 SF = -.4%. DEMOLITION OF 577 SF, NEW CONSTRUCTION 4 14 SF PROPOSED �UiCDiNG-COVERAGE 14,643 SF DATUM: ASSUMED FROM DENNIS QUAD MAP EXISTING USE: CHURCH, ACCESSORY THRIFT SHOP, DAYCARE PROPOSED USE: CHURCH,/, ACCESSORY THRIFT HOP, DAYCAI ` �` ,lam �-4-V-•-V-�f... PARKING CALCU ON : TUARY: 27 SEATS (1 SPACE/3 SEATS) S1 SPACES TOTAL 9 SPACES !TOTAL -PROVIDED -99 -SPACES-' , HANDICAP: 76-100 SPACES 4 HCP SPACES R QUIRED HANDICAP PROVIDED: 6 SPACES NOTE: TI;E P RKIN(; CALCULA711019 IS BASED ON THE PAC7Y ^F •1Ilt St',N ; UA; Y` ONLY SINCE )THER t,00hvu OCCUPIED WITH INDIVIDUALS LEAVING THE SAN-0UARY AFTER THE CLOSING OF THE SERVICE OR USING DIFF RING HOURS. SEPTIC CALCULATIONS: DESIGN FLOW: CHURCH: 274 SEATS (3 GPD/SEAT) = 822 GPD DAY CARE: 300 S.F. (11 CHILD/20 S.F.) = 15 CHILDREN L 15 CHILDREN (10 GAL ONS/CHILD) = 150 GPD 972 GPD FOR DESIGN JFLOW FOR MAIN BUILDI G PARISH D FFERINGAHOU SO OFAUSE (SOGPDSEAFLLOW NOT _ GPD CUM LATIVE. CHURCH SEPTIC TANK: 972 GPD (1.5) = 1458 GAL USE EXISTING 1500 GAL SEPTIC TANK PARISH H_ HALL SEPTIC TANK: 450 GPD (2.0) = 900 GAL USE PROPOSED 1500 GAL SEPTIC TANK USE PROPOSED 1000 GAL GREASE TRAP FOR I ITCHEN FLO4 LEACHING: (2) EXISTING 6'x6' LEACH PITS WITH 2' OF STONE (549.8 G 1 EXISTING 6'x6' LEACH PIT WITH 1' OF STO E 427.3 GP 1 EXISTING 6'x5' LEACH PIT WITH 1' OF STO E 364.5 GP TOTAL CAPACITY: 1891 GPD '78 CODE TITLE LEACHING E REFERENCE: TITLE 5 SEPTIC SYSTEM REPORT BY TROY WILLIAA�S DATED 3/28/0 01TE PLAN OF LAND AT #2 SHOWING NEW PARISH HAIL AT SAINT DAVID'S (SOUTH) YARMOUTH, MA PREPARED FOR: SAINT DAVID'S EPISCOPA 30 D 30 60 SCALE: 1 N=30' I DATE: APRIL 19, 2 15 OLD MAIN ?ISCOPAL Cl CHUI 90 Feet DATE I 1. THE LOCATION OF EXISTING UNDERGROUND UTILITIES SHOWN ON THIS PLAN IS TE SITE. ON THINOTI - PARCEL NB --- - CONTRACTOR SHALL MAKR NG THEETOA THE REQUIRED 7ANY 2 HOUR CATIONS DIG XCVAnSAFE (1-888-344-7233) AND ANY OTHER-UTILFRES WHICH MAY HAVE CABLE, PIPE OR EQUIPMENT IN THE CONSTRUCTION AREA FOR VERIFICATION OF LOCATIONS. 2. ALL CONSTRUCTION MATERIALS, COMPONENTS, AND'MbRODS. EMPLOYED ON THIS PROJECT WORK SHALL CONFORM TO THE TOWN OF YARMOUTH 12' SUBDIVISION REGULATIONS - AND/OR THE MASSACHUSETTS DEPARTMENT OF PUBLIC WDRKS _ . Dkt WITH 3' OF SCREENED LOAM STANDARD SPECIFICATIALL SEPTICONS WORK�ANDRIDGES AND MATERIALS TOGHWAYS CONFORM S TOM 310ECMR015.00 TITLE 5. ANDCOVERH YDRACCESS AND H'JSEED. AND YARMOUTH HEALTH REGULATIONS. CROSS SI?E 1%AWAY FROM BUILDING 3. VERTICAL DATUM IS ASSUMED FROM QUAD. ALONG ENRE LENTH OF DRIVE 4, TOP OF FOUNDATION IS 0.2' BELOW HIGH POINT IN ROAD (2.2' HEALTH off DEPT. VARIANCE IS REQUESTED) fax 508-362-9680 00 0OO 00 000 O0 0Op 00'000 000 0 O0� O 0 5. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHTO-H10 UNLESS NOTED. 00 00 00 00 00 00 O 00 00 00 O 0 O O 6. THIS PLAN IS FOR PROPOSED WORK ONLY AND IS NOT TO down cape engineering, jne, REMOVE TOPSOIL & SUBSOIL TO 15' AND COMPACT )B -GRADE WITH 10" VIBRATORY ROLLER - BE USED FOR PROPERTY UNE STAKING. 7. ALL STORM RUNOFF TO BE CONTAINED ON SITE. 12' OF T -BASE REMCESSED ASPHALT GRAVEL 8. 6" LOAM AND SEED ALL DISTURBED AREAS NOT PAVED. CIVIL ENGINEERS COMPACTED IN (2) 61JFrST0 195Z MOD. PROCTOR DENSITY WITH 10 -TON VIBRATfY ROLLER 9• ALL SEPTIC PIPING SCH-40 PVC UNLESS NOTED. LAND. ,SURVEYORS FIRELME I' CT 10. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED FROM BOARD OF HEALTH. 939 main St. yarmouth, ma `� `�NE 1 -ION NOT 11. OWNERS ENGINEER TO INSPECT SITE WORK. 24 HR. NOTICE REQUIRED FOR INSPECTIONS. TO SCALE LE 12. EXISTING BUFFER PLANTINGS TO REMAIN, NO CHANGES PROPOSED. 13. PITCH SIDEWALKS 1/8' PER FT. MIN, AWAY FROM BUILDING. 01-350 14. ALL ROOF RUNOFF TO BE PIPED TO DRAINS AS INDICATED. 1% MIN. PITCH. R' 4L -,n rS 3/4' - 1 1/2' DOUBLE WASHED STONE 4' MIN. AROUND PIT DRAiN SE NOT TO SCALE DRAINAGE CALCULATIONS: WIN WfgeSR.'Ige of m"m wu AKk DSSWdE A24 Mi _ 42,2 OF WOf AKA 23 YN SIDNA rcm D.0., ow(s oA/+rXa,z/.*eDX4�)/.Y-J,e OF USE (,) WD DA. Lt"M WM V STONE - W4 s 0.K crm.) 4' MIN. PEASTONE AND MIRAFI 14ONS FABRIC OVER STONE EL 14.1 N ADJUSTED GROUNDWATER EL 12.1 LN1 OBSERVED GROUNDWATER EL 8.21 REF. SEPTIC INSPECTION REPORT BY TROY WILLIAMS DATED 3/28/02 a w U EL EL o_ J w U Of OL OL v z m Agg rl 0 g LOCATION MAP ASSESSORS MAP 51 PCL 38 (OLD MAP 45, P RCEL P11) rBUILDING-ZONE:"R$=25;-NOT-fN 1PD MIN. LOT SIZE: 25,000 S.F. J MIN. FRONTAGE: 150' SETBACKS: FRONT=30' SIDE= 15' REAR=20' FLOOD ZONE C, 250015 0004 C MAX. BUILDING COVERAGE: 257. COMBINED LOT AREA = 204,762 S.F. IEXISTINI-BUILDING-COVERAGE = 11,006 SF = -.4%. DEMOLITION OF 577 SF, NEW CONSTRUCTION 4 14 SF PROPOSED �UiCDiNG-COVERAGE 14,643 SF DATUM: ASSUMED FROM DENNIS QUAD MAP EXISTING USE: CHURCH, ACCESSORY THRIFT SHOP, DAYCARE PROPOSED USE: CHURCH,/, ACCESSORY THRIFT HOP, DAYCAI ` �` ,lam �-4-V-•-V-�f... PARKING CALCU ON : TUARY: 27 SEATS (1 SPACE/3 SEATS) S1 SPACES TOTAL 9 SPACES !TOTAL -PROVIDED -99 -SPACES-' , HANDICAP: 76-100 SPACES 4 HCP SPACES R QUIRED HANDICAP PROVIDED: 6 SPACES NOTE: TI;E P RKIN(; CALCULA711019 IS BASED ON THE PAC7Y ^F •1Ilt St',N ; UA; Y` ONLY SINCE )THER t,00hvu OCCUPIED WITH INDIVIDUALS LEAVING THE SAN-0UARY AFTER THE CLOSING OF THE SERVICE OR USING DIFF RING HOURS. SEPTIC CALCULATIONS: DESIGN FLOW: CHURCH: 274 SEATS (3 GPD/SEAT) = 822 GPD DAY CARE: 300 S.F. (11 CHILD/20 S.F.) = 15 CHILDREN L 15 CHILDREN (10 GAL ONS/CHILD) = 150 GPD 972 GPD FOR DESIGN JFLOW FOR MAIN BUILDI G PARISH D FFERINGAHOU SO OFAUSE (SOGPDSEAFLLOW NOT _ GPD CUM LATIVE. CHURCH SEPTIC TANK: 972 GPD (1.5) = 1458 GAL USE EXISTING 1500 GAL SEPTIC TANK PARISH H_ HALL SEPTIC TANK: 450 GPD (2.0) = 900 GAL USE PROPOSED 1500 GAL SEPTIC TANK USE PROPOSED 1000 GAL GREASE TRAP FOR I ITCHEN FLO4 LEACHING: (2) EXISTING 6'x6' LEACH PITS WITH 2' OF STONE (549.8 G 1 EXISTING 6'x6' LEACH PIT WITH 1' OF STO E 427.3 GP 1 EXISTING 6'x5' LEACH PIT WITH 1' OF STO E 364.5 GP TOTAL CAPACITY: 1891 GPD '78 CODE TITLE LEACHING E REFERENCE: TITLE 5 SEPTIC SYSTEM REPORT BY TROY WILLIAA�S DATED 3/28/0 01TE PLAN OF LAND AT #2 SHOWING NEW PARISH HAIL AT SAINT DAVID'S (SOUTH) YARMOUTH, MA PREPARED FOR: SAINT DAVID'S EPISCOPA 30 D 30 60 SCALE: 1 N=30' I DATE: APRIL 19, 2 15 OLD MAIN ?ISCOPAL Cl CHUI 90 Feet DATE