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Home My WebLink About205 Old Main Streeet Site Plan of LandP NOTE: VERIFY IN FIELD THE ELEVATION OF THE D -BOX PRIOR TO ANY PLUMBING OR SEPTIC WORK ON SITE 24"I.D. CAST IRON COVERS AS SHOWN. MORTAR ALL COMPONENTS PROVIDE NEW RISER TO GRADE SLAB =T.FOUND,=, EL. 23.0 OVER D -BOX WITH LIGHT DUTY NEN 24"CAST IRON COVE CAST IRON FRAME AND COVER BLOCK UP D -BOX, 24-I.D. RISER --. TO GRADE, MORTAR ALL COMPONENTS 10" 24" TIE INTO EXISTING D -BOX 4"SCH4p/PVC TEE 1500 SGAL H-10 TEE 20 62 12' AT 27 SEPTIC TANK FROM 3T1 FROM 5'-8' LIQ. LEVEL GAS BUILDING 20.87 ACME OR EQUAL BAFFLE ; 4"OSCH 40 PVC AT T7 °opoo°a °00000a SEWER ONLY 20.25 TF FFLR 20 08 EXISTING LEACHING PIT DESCRIPTION I � A 6'X6' WITH 2' STONE B 6'X6' WITH 2' STONE C 6'X5'. WITH 1' STONE D 6'X6' WITH 1' STONE 1!2 1 . . 6 GRAVEL & MECH. EXISTING PLACE SPEED LEVELERS IN ALL EL. 23.0 COMPACTION ( MEC VERIFY IN FIELD EXISTING OUTLET PIPES AND PLUMBINGG OR PRIOR NANY WATER TEST BOX FOR LEVEL. IN FROM KITCHEN SINKS -SEPTIC WORK ON SITE FULL & DISHWASHER ONLY BASEMENT 70 STI T.-'GREASE KITCHEN 4"SCH40®1.57, 1000 GAL H-10 AREA INV. AT BLDG TRAP ONLY EL 21.57 4' LIO. LEVEL21.'4 ACME OR EQUAL O4S ;i rd 12" BAFFLE ::.: 6" GRAVEL & MECH. COMPACTION (TYP.) NEW SEPTIC COMPONENTS PgALL B P3 EXISTING TREES OF AT LEAST 4" CALIPER THAT EXIST IN BUFFER ZONES SHALL BE NOT TO SCALE RETAINED. IF SUCH TREES DO NOT EXIST, 3" CALIPER -TREES-SHALL DE PLANTED AT INTERVALS OF AT MOST 20' (301,4.4) ,(TYP."ALL PARKING BUFFERS) REMOVE EXISTING 2 PARKING SPACES 4' WIDE X 5' HIGH 1)07' EVERGREEN OAM EXISTING 14 PARKING SPACES LOAM & SEED AREA, DENSLY PLANTED HECGE AS SHOWN / - ni IrCco o EED AREA, c ^'^ EXISTING TREE EXISTING TREE PROP. 3"CAL. TREE 3" CALIPER L _GE ND I � NEW RACX "M MIM 1. CATCH BASIN CQ_) UTILITY POLE n I GUY WIRE /2' ID) LIGHT POST/ YARD LIGHT yyp FIRE HYDRANT DIFFERING HOURS OF USE SO FLOW NOT CUMULATIVE. FREESTANDING SIGN w` EXISTING WATER LINE USE EXISTING 1500 GAL SEPTIC TANK PROPOSED WATER LINE • PROPOSED ACCESS COVER USE PROPOSED 1500 GAL SEPTIC TANK EDGE OF PAVE NO BERM GAS LINE "LA WATER GATE +21.85 EXISTING. ELEVATION [25.031' PROPOSED ELEVATION -41- EXISTING CONTOUR - PROPOSED CONTOUR 939 main st. yarmouth, ma PROPOSED SHRUB EXISTING TREE EXISTING TREE PROP. 3"CAL. TREE 3" CALIPER 12. EXISTING BUFFER PLANTINGS TO REMAIN, NO CHANGES PROPOSED. REP`:;.SEPTIC INSPECTION 13. PITCH SIDEWALKS 1/8" PER FT. MIN. AWAY FROM BUILDING, REPORT BY TROY WILLIAMS 14. ALL ROOF RUNOFF TO BE PIPED TO DRAINS AS INDICATED. ty MIN. PITCH. DATED 3/28/02 01-350 I 8" H-20 FA�r'•, NOTE: PITCH SIDEI'ALKS 1/8" PER FT, MIN. AWAY FROM BUILDING. 57, MAX. SLOPE VITHOUT RAMP (HANDRAILS ETC.) 1 MASS DPW TYPE 11 BIT. ASPHALT \ 8" PROCESSED GRAVEL MDPW M1.03.1 VIB. ROLLER COMPACTED NOTE COMPACT ALL FILL IN F" LIFTS TO 957 MOD. PROCTDR DENSITY WITH VISRAI('7Y ROLLER COMPACTER. i glnP'WA1 k rPk'lcc ccr %Tln 3/4" - 1 1/2" DOUBLE WASHED STONE 4' MIN. AROUND PIT DRAIN SE NOT TO SCALE NOT TO SCALE •(TYP.) ADJUSTIN' BLOCKS/H-20 RISER MORTAR ;ALL COMPONENTS 2" MIN, PEASTONE AND MIRAFI 140NS ` \FABRIC OVER STONE 12'H-20 ADS N-12 HDPE PIPE SET LEVEL ELEV. LISTED DESIGN FLOW: NEW RACX "M MIM 1. THE LOCATION OF EXISTING UNDERGROUND UTILITIES SHOWN ON THIS PLAN IS DAY CARE: 300 S.F. (1 CHILD/20 S.F.) = 15 CHILDREN fox 508 362-9880 t - • Ow b" AUGUST 22, 2002 /2' ID) APPROXIMATE. PRIOR TO ANY EXCAVATION ON THIS SITE, THE EXCAVATING DIFFERING HOURS OF USE SO FLOW NOT CUMULATIVE. PARKING TO REAR, FIRE LANE, ADD (TREES. REMOVE LFAN-TOLIMINATE SHED ETC.) CHURCH SEPTIC TANK: 972 GPD (1.5) = 1458 GAL snIAw USE EXISTING 1500 GAL SEPTIC TANK CONTRACTOR SHALL MAKE THE REQUIRED 72 HOUR NOTIFICATION TO DIG SAFE 4"OSCH-40 PVC AT 17 MIP %tiNOFM USE PROPOSED 1500 GAL SEPTIC TANK MY�TM� WrjE "LA (1-888-344-7233) AND ANY OTHER UTILITIES WHICH MAY HAVE CABLE, PIPE OR EQUIPMENT IN THE FROM ROOF DRAINS 2? EXISTING 6'x6' LEACH PITS WITH 2' OF STONE (549.8 GPD EA.) AND 1 EXISTING 6'x6' LEACH PIT WITH OF STONE AND 1) EXISTING 6'x5' LEACH PIT WITH 1' OF STONE (364.5 GPDGPD) CONSTRUCTION AREA FOR VERIFICATION OF LOCATIONS. TOTAL CAPACITY: 1891 GPD '78 CODE TITLE 5 LEACHING SYSTEM 939 main st. yarmouth, ma REFERENCE: TITLE 5 SEPTIC SYSTEM REPORT BY TROY WILLIAMS DATED 3/28/02 I OTW. PL DOWSTAPLE 2. ALL CONSTRUCTION MATERIALS, COMPONENTS, AND METHODS EMPLOYED ON THIS �J �l -• 'P x: DATE PROJECT WORK SHALL CONFORM TO THE TOWN OF YARMOUTH SUBDIVISION REGULATIONS 3 STAKES [gWlr sR.cDD urowD TRED212a1 AND/OR THE MASSACHUSETTS DEPARTMENT OF PUBLIC WORKS STANDARD II SWED V -D' Few TRUW n1O SPECIFICATIONS FOR BRIDGES AND HIGHWAYS AS AMENDED TO PRESENT. - ` STAINED Duet BROx ALL SEPTIC WORK AND MATERIALS TO CONFORM TO 310 CMR 15.00 TITLE 5. 1 I I SF�D � � AN WRE AND YARMOUTH HEALTH REGULATIONS. 1 YIN 4'-0• BURIED 3. VERTICAL DATUM IS ASSUMED FROM QUAD. V-4" 1) If MW 3' DEEP SAUCER MIN 4. TOP OF FOUNDATION IS 0.2' BELOW HIGH POINT IN ROAD 3" DEPIN MMM SW Nacv (2.2' HEALTH DEPT, VARIANCE IS REQUESTED) •/ t '� ROD/L BLlOR 5. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHTO-H10 UNLESS NOTED. -a r MY d Rw CO1B41 L �EgpklXD S,g-dm 6. THIS PLAN IS FOR PROPOSED WORK ONLY AND IS NOT TO - " SIX M BE USED FOR PROPERTY LINE STAKING. EL. 14.1 7. ALL STORM RUNOFF TO BE CONTAINED ON SITE. S. 6" LOAM_ AND SEED ALL DISTURBED AREAS NOT PAVED. N 9. ALL SEPTIC PIPING SCH-40 PVC UNLESS NOTED. ADJUSTED GROUNDWATER 1a' 12' MN 10. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT EL 12.1 FNM INSPECTION 13YBOARDOF HEALTH AND PERMISSION OBTAINED - TREE PLANTING DETAIL 11. FROM BOARD OF HEALTH. OWNERS ENGINEER TO INSPECT SITE WORK. OBSERVED GROUNDWATER EL, 8.21 24 HR. NOTICE REQUIRED FOR INSPECTIONS. 12. EXISTING BUFFER PLANTINGS TO REMAIN, NO CHANGES PROPOSED. REP`:;.SEPTIC INSPECTION 13. PITCH SIDEWALKS 1/8" PER FT. MIN. AWAY FROM BUILDING, REPORT BY TROY WILLIAMS 14. ALL ROOF RUNOFF TO BE PIPED TO DRAINS AS INDICATED. ty MIN. PITCH. DATED 3/28/02 01-350 I 8" H-20 FA�r'•, NOTE: PITCH SIDEI'ALKS 1/8" PER FT, MIN. AWAY FROM BUILDING. 57, MAX. SLOPE VITHOUT RAMP (HANDRAILS ETC.) 1 MASS DPW TYPE 11 BIT. ASPHALT \ 8" PROCESSED GRAVEL MDPW M1.03.1 VIB. ROLLER COMPACTED NOTE COMPACT ALL FILL IN F" LIFTS TO 957 MOD. PROCTDR DENSITY WITH VISRAI('7Y ROLLER COMPACTER. i glnP'WA1 k rPk'lcc ccr %Tln 3/4" - 1 1/2" DOUBLE WASHED STONE 4' MIN. AROUND PIT DRAIN SE NOT TO SCALE NOT TO SCALE •(TYP.) ADJUSTIN' BLOCKS/H-20 RISER MORTAR ;ALL COMPONENTS 2" MIN, PEASTONE AND MIRAFI 140NS ` \FABRIC OVER STONE 12'H-20 ADS N-12 HDPE PIPE SET LEVEL ELEV. LISTED CONCRETE: 4000 PSI MIN. AT 28 DAYS H-20 DESIGN LOADING/REINFORCING ACME PRECAST OR EQUAL CONCRETE MANHOLE (USED AS CATCH BASIN) BARRELS -TO CONFORM TO ASTM C-478 (EXCEPT NO STEPS REQUIRED) DRAINAGE CALCULATIONS: NEW CONSTRUCTION OF PARISH HALL AREA; DRAINAGE AREA DAi - 4312 SF ROOF AREA, 25 YR STORM RATIONAL METH. O=CIA - 0.99(5.OIN/HR)(4312/43560)(448.8)/.7-315 SF USE (1) 600 GAL. LEACHPIT WITH 4' STONE - 374 SF O.K. DRAINAGE AREA DA2 a 5400 SF PAVEMENT AREA, 25 YR STORM RATIONAL METH. 0 -CIA - 0.95(4,81N/HR)(5400/43560)(448.8)/.7-362 SF USE (1) 600 GAL. LEACHPIT WITH 4' STONE a 374 SF O.K. , F8 M a +18.89 W V a d 20 �o. �P FO�fST osm� R v�PA SSREE •. o eTP�N 3 Z �p �Q SW4011D a 0 LOCUS 0 ..r pQ- �O WILLOW ST. .LP ROVAE 28 z m M A ray oU2 m 7T g LOCATION MAP ASSESSORS MAP 51 PCL 38 (OLD MAP 45, PARCEL P11) BUILDING ZONE: RS -25, NOT IN APD MIN. LOT SIZE: 25,000 S.F. MIN, FRONTAGE: 150' SETBACKS: FRONT=30' SIDE= 15' REAR=20' FLOOD ZONE C, 250015 0004 C MAX. BUILDING COVERAGE: 25% COMBINED LOT AREA = 204,762 S.F. EXISTING BUILDING COVERAGE = 11,006 SF = 5.4% DEMOLITION OF 577 SF, NEW CONSTRUCTION 3,658 SF PROPOSED BUILDING COVERAGE = 14,088 SF = 6.9% DATUM: ASSUMED FROM DENNIS QUAD MAP EXISTING USE: CHURCH, ACCESSORY THRIFT SHOP, DAYCARE PROPOSED USE: CHURCH, ACCESSORY THRIFT SHOP, DAYCARE, PARISH HALL PARKING CALCULATIONS' SANCTUARY: 274 SEATS (1 SPACE/3 SEATS) = 92 SPACES TOTAL NEEDED: 92 SPACES TOTAL PROVIDED: 99 SPACES HANDICAP: 76-100 SPACES 4 HCP SPACES REQUIRED HANDICAP PROVIDED: 5 SPACES TREE CALCULATIONS: 99/8 = 12.4 TREES REQ. (13 PROVIDED) _NO_TE: THE PARKING CALCULATION IS BASED ON THE CAPACITY OF THE SANCTUARY ONLY SINCE OTHER BUILDING AREAS ARE OCCUPIED WITH INDIVIDUALS LEAVING THE SANCTUARY AFTER THE CLOSING OF THE SERVICE OR USING DIFFERING HOURS. SEPTIC CALCULATIONS: DESIGN FLOW: FEA 24" INLET TEE SCALE. 1"=3o' DATE: APRIL 19, 2002 DAY CARE: 300 S.F. (1 CHILD/20 S.F.) = 15 CHILDREN fox 508 362-9880 t - • Ow b" AUGUST 22, 2002 972 GPD FOR DESIGN FLOW FOR MAIN BUILDING CONCRETE: 4000 PSI MIN. AT 28 DAYS H-20 DESIGN LOADING/REINFORCING ACME PRECAST OR EQUAL CONCRETE MANHOLE (USED AS CATCH BASIN) BARRELS -TO CONFORM TO ASTM C-478 (EXCEPT NO STEPS REQUIRED) DRAINAGE CALCULATIONS: NEW CONSTRUCTION OF PARISH HALL AREA; DRAINAGE AREA DAi - 4312 SF ROOF AREA, 25 YR STORM RATIONAL METH. O=CIA - 0.99(5.OIN/HR)(4312/43560)(448.8)/.7-315 SF USE (1) 600 GAL. LEACHPIT WITH 4' STONE - 374 SF O.K. DRAINAGE AREA DA2 a 5400 SF PAVEMENT AREA, 25 YR STORM RATIONAL METH. 0 -CIA - 0.95(4,81N/HR)(5400/43560)(448.8)/.7-362 SF USE (1) 600 GAL. LEACHPIT WITH 4' STONE a 374 SF O.K. , F8 M a +18.89 W V a d 20 �o. �P FO�fST osm� R v�PA SSREE •. o eTP�N 3 Z �p �Q SW4011D a 0 LOCUS 0 ..r pQ- �O WILLOW ST. .LP ROVAE 28 z m M A ray oU2 m 7T g LOCATION MAP ASSESSORS MAP 51 PCL 38 (OLD MAP 45, PARCEL P11) BUILDING ZONE: RS -25, NOT IN APD MIN. LOT SIZE: 25,000 S.F. MIN, FRONTAGE: 150' SETBACKS: FRONT=30' SIDE= 15' REAR=20' FLOOD ZONE C, 250015 0004 C MAX. BUILDING COVERAGE: 25% COMBINED LOT AREA = 204,762 S.F. EXISTING BUILDING COVERAGE = 11,006 SF = 5.4% DEMOLITION OF 577 SF, NEW CONSTRUCTION 3,658 SF PROPOSED BUILDING COVERAGE = 14,088 SF = 6.9% DATUM: ASSUMED FROM DENNIS QUAD MAP EXISTING USE: CHURCH, ACCESSORY THRIFT SHOP, DAYCARE PROPOSED USE: CHURCH, ACCESSORY THRIFT SHOP, DAYCARE, PARISH HALL PARKING CALCULATIONS' SANCTUARY: 274 SEATS (1 SPACE/3 SEATS) = 92 SPACES TOTAL NEEDED: 92 SPACES TOTAL PROVIDED: 99 SPACES HANDICAP: 76-100 SPACES 4 HCP SPACES REQUIRED HANDICAP PROVIDED: 5 SPACES TREE CALCULATIONS: 99/8 = 12.4 TREES REQ. (13 PROVIDED) _NO_TE: THE PARKING CALCULATION IS BASED ON THE CAPACITY OF THE SANCTUARY ONLY SINCE OTHER BUILDING AREAS ARE OCCUPIED WITH INDIVIDUALS LEAVING THE SANCTUARY AFTER THE CLOSING OF THE SERVICE OR USING DIFFERING HOURS. SEPTIC CALCULATIONS: DESIGN FLOW: FEA CHURCH: 274 SEATS (3 GPD/SEAT) = 822 GPD SCALE. 1"=3o' DATE: APRIL 19, 2002 DAY CARE: 300 S.F. (1 CHILD/20 S.F.) = 15 CHILDREN fox 508 362-9880 t 15 CHILDREN (10 GALLONS/CHILD) = 150 GPD AUGUST 22, 2002 972 GPD FOR DESIGN FLOW FOR MAIN BUILDING PARISH HALL: 150 SEATS (3 GPD/SEAT) = 450 GPD DIFFERING HOURS OF USE SO FLOW NOT CUMULATIVE. PARKING TO REAR, FIRE LANE, ADD (TREES. REMOVE LFAN-TOLIMINATE SHED ETC.) CHURCH SEPTIC TANK: 972 GPD (1.5) = 1458 GAL USE EXISTING 1500 GAL SEPTIC TANK PARISH HALL SEPTIC TANK: 450 GPD (2,0) = 900 GAL %tiNOFM USE PROPOSED 1500 GAL SEPTIC TANK USE PROPOSED 1000 GAL GREASE TRAP FOR KITCHEN FLOW "LA LEACHING: 2? EXISTING 6'x6' LEACH PITS WITH 2' OF STONE (549.8 GPD EA.) AND 1 EXISTING 6'x6' LEACH PIT WITH OF STONE AND 1) EXISTING 6'x5' LEACH PIT WITH 1' OF STONE (364.5 GPDGPD) PROVIDED TOTAL CAPACITY: 1891 GPD '78 CODE TITLE 5 LEACHING SYSTEM 939 main st. yarmouth, ma REFERENCE: TITLE 5 SEPTIC SYSTEM REPORT BY TROY WILLIAMS DATED 3/28/02 : 2'344 +21..76 T20.30 / 2" C- RUSHED BLUESTONE SITE PLAN OF LAND AT #205 OLD MAIN STREET ` SHOWING NEW PARISH HALL AT SAINT DAVID'S EPISCOPAL CHURCH IN: REMOVE TOP & 12" PROCESSED GRAVEL SOUTH YARMOUTH MA SUBSOIL MDPW M1.03.1 VIB. ROLLER COMPACTED PREPARED FOR: NOTE: COMPACT' ALL FILL IN 6" LIFTS TO 957. MOD. PROCTOR DENSITY WITH VIBRATORY ROLLER COMPACTER. � KING CROSS SECTION SAINT DAVID'S EPISCOPAL CHURCH V PAR NOT TO SCALE 30 0 30 60 90 Feet FEA off 508-362-4541 SCALE. 1"=3o' DATE: APRIL 19, 2002 fox 508 362-9880 t REVISED: AUGUST 22, 2002 I PARKING TO REAR, FIRE LANE, ADD (TREES. REMOVE LFAN-TOLIMINATE SHED ETC.) down cape engineering, inc. CIVIL ENGINEERS��/1RNEFIcyc� %tiNOFM Of LAND SURVEYORS "LA ARNE4'r��c � ti �H. JALA 939 main st. yarmouth, ma 0. 30792 : 2'344 �J -• 'P x: DATE