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Home My WebLink About205 Old Main Street Site Plan of Land 16NOTE: VERIFY IN FIELD THE ELEVATION OF THE D -BOX PRIOR TO ANY PLUMBING OR EEPTIC WORK ON SITE 24'I.D. CAST IRON COVERS AS SHOWN. MORTAR ALL COMPONENTS (Typ.) PROVIDE NEW RISER TO GRADE SLAB=T.FOUND.=. EL 23.0 OVER D -BOX WITH LIGHT DUTY CAST IRON FRAME AND COVER NEW 24".ASIIR0N COVE ..', BLOCK UP D -BOX, 24-I.D. RISER it 0 GRADE. MORTAR ALL COMPONENTS NOTE: PITCH SIDEWALKS 1/8" Pu7 F,'. MIN .I1IAWAY FROM BUILDING. 5% MAX. SLOPE WITHOUT RAMP iHtl IDRAlt5 ETC.) I s r1 TOPCOAT MASS DPW 6. BINDER TYPE 11 BIT. ASPHALT 3 , t 0. 24• TIE INTO EXISTING D -BOX ` 8" P`ZOCESSEO GRAVEL 4'SCHKO PVC TEE 1500 GAL H-10 TEE 20.62 12' AT 2% SEPTIC TANK FROM STt FROM 5'-B" LIQ. LEVEL GPS 000°0° 000°0° 1 I 20.87 ACME OR EQUAL BAFFLE 4"OSCH 40 PVC AT 1% ° °000° °0e0o0o BUILDING °o°0 00 0000000 SEWER ONLY 2025 MDPIW M1.03.1 VIB. ROLLER COMPACTED NOTE: COMPACT ALI. FILL IN 6" LIFTS TO 95% MOD. PROCTOR DENSIT' WrIT% VIBRATORY ROLLER COMPACTER. \� SIDEWALK,; C�OSS SECTION E::ISTING 20.08 EXISTING NOT TO SCALE T.F. - FFLR 6" GRAVEL & MECH. VERIFY"! FIELD PLACE SPEED LEVELERS IN ALL RCE[, EL. = 23.0 COMPACTION (TYP.) EXISTING OUTLET PIPES AND PRIOR TN FIE' -.. PA PLUM- N�, OR WATER TEST BOX FOR LEVEL P5 n. WORK ON SITE +1666+ R77 - • IN FROM KITCHEN SINKS +20.09 a +11370 & DISHWASHER ONLY FULL TO Sit '., BASEMENT 10" KITCHEN 4"SCH4001.5% TEE 1000 GAL H-10 AREA INV. AT BLDG �•''� GREASE TRAP +26. 0-- ONLY EL :1.57 4' LIQ. LEVEL '21•I'j 1 118.53 7 '.��:77 ACME OR EQUAL .; BGAS AFFLE 1 .40 - ravelClled (1,r, f -c'h - +18. 6' GRAVEL & MECH. COMPACTION (TYP.) +20.042022 04 - -. PARCEL A +19.95ss 41; 31 j - `-- +1s.e6 - NEW SEPTIC COMPONENTS_ 9.99 NOT TO SCALE 25 , +20.23 +2 .68 +2 +20.25 + + .81 M BEN MA K- N iJ 1.te CV v U CONC. BOUND FEND M 0. •- 22. I AT ELEV. 22.55 + 4 Y U 89 < 1 4 vi +20.15 a `z 241.56 N °LEGEM-. A „ _ 20. N 1 r` CRA PA NG I a 1 1 ' t X20.22 2 49 _ lllJ d � 20.1 .86 2.05 CATCH BASIN `@�.6Ip - 0 4 + + �JUTILITY AVSD DRIVEz UTILITY POLE �7 5 h +20.75 + 55 +2 a =' 21. 1 p ( GUY WIRE + 09 I Aacl G �o�+ 3.01 ry 1.zz +z,5: YI I AWL 2.95 v+ "a _ LIGHT POST/ YARD LIGHT HI PT. 22.31 +21.17 03 +zo z 76 ROAD 2 16 23.29 +23. PAVM DRIVE 63 FIRE HYDRANT 23.16 i 23.67 30$ aa h' PROPOSED VE'. TY 3 P. wT +20.03 +zo.- +z FREESTANDING SIGN 23.29 2323 -+ J7 J 1�PtCES S To L , ! z EXISTING WATER LINE \c, I ' REIO -w-PROPOSED WATER LINE `1� 23 1 _ +r D6 P Pas D +20.66 o4s 1 00 I �� SHED •PROPOSED ACCESS COVER G EASE TRAP I FIRE LANE ,w IllING =x fzr. a7 _ /sl EDGE OF PAVE NO BERM + EXISTN EX ST. 34'23.17 +22.77 ,c- GAS LINE I 23.1 -- SEPTI SAS�p.� » ) - •r I •2 ?, 2--=23-- Q, W}N,ALK t .\ \ 21. \t WATER GATE- 20 2A�\ TREELJ +21-115 EXISTING ELEVATION EXIS\ 7( 3- -i-+aa Ga,z2.D) +y 2 PROP. AVERaWALK1DP _ ED F.E1AInN L�L.9• Imo- X1 i" i) \\ -I-- --_E.-� - - ,.. -n: EXISTING CONTOUR :�'"-I - 7240 15DD GAL+22.4a t m r -w rrrs�,Y-- -G - - - j. _, -. a+23. �VAL/C SEPTIC TANK 11'0q 71 rAS1` ' ��q?� N I` \ 21.33 mow- 111 -1_s-;•4ROPOSED-CONTOUR �- I yt._.- 2213 - W LK y "• J J65�B LO A' 23.0 0 �n X• I \ 1 -,' 22.i•F PROPOSED '9a 3. 1 1 .9'� - x PLAY EFS ''VR & �` 76.0' POS PROPOSED SHRUB 2• �! 1 ro� TAeLE b D 1 t -Zy`o k-4 EXISTING CHUB I 21.72 FIRST FLOOR EL 23.53 x EXISTING'CARD 3 1 f NEW W TER SE:; 4'SCH40 PJC EXISTING TREE 9ene� 21 LX`--�-X X x/ BESIDE SIC AT 1% MN. TYp j 1 �J I 21.64 U S L NOT PARK HER SIGNS 22.80 X NEW I. DEN 2tE3 1.66 "! - LOU,- +21 I \ . +:1 ,'; 21.23 'F/2'f1.6 EXISTING TREE j r 1 2140 \� 4 1i F JRASS 21.4 DRAINAGE 21.4 1 W`�--�_- N LIBATION AREA 2151 ��------`�--- yJ_ N -W---' 1 21.49 �� 21.63 y o pROPpS .--- - - - - - - - - - - �2- T-B4S CWITH PA�Cy 1 1.64 1 1.53 MATCH J" LOAD t. - i +21.92 IN .50 I I 'a --- 1 I o; +21. 5 R 03 i N 51 +21.67 pp`� I MEMORIAL GARDEN I I 1 ST. DAVDS I LOTS 1& 2 I I MEMORIAL C URCHYARD Area = 204,762 sq.ft 1 4.70 A46s5o L------------------- - CRASS _DBAINAGE_--^---^ 1 - 20' BUFFER (ALL AROUND SITE) INFILTRATION AREA ------ ---^--- ------ DRAINAGE CALCULATIONS: nn whmeurn(mor w KNIL AWA 57-5805 a a1 - /515 5r 55or NKA 25 YR RM 1) O o-0 - oaK�VT"01V•>seoX7t1.7-3,5 s UK (+) 55o ev. trle3ve r+nt r sroxe - ra 5r ox t kill,- 1tYFl- 0R4IIYAGE �..��. TRATION AREA +15.75 I 1s I I � I +18.89 Ld U a a_ 00 J N W U o- a D_ +19.41 n. L- - - - ) BE USED FOR PROPERTY UNE STAKING. 7. ALL STORM RUNOFF TO BE CONTAINED ON SITE. t{ El 141 down cape engineering, Inc. r 590.92 3/4' - 1 1/Y N PARCEL N1 -7B PARC:. N6 ?� DOUBLE WASHED STONE NOTES:--�-- 21 21 COMPACTED IN (2) 6UFTS TO '95% MOD. PROCTOR DENSITY 9• ALL SEPTIC PIPING SCH-40 PVC UNLESS NOTED. 1. THE LOCATION OF EXISTING UNDERGROUND UTILITIES SHOWN ON THIS PLAN IS +20.2D 6" LOAM & SEED DISTURBED AREAS CIVIL ENGINEERS.- APPROXIMATE. PRIOR TO ANY EXCAVATION ON THIS SITE, THE EXCAVATING 6' H-10 F&C (TYP,) PARCEL N8 CONTRACTOR SHALL MAKE THE REQUIRED 72 HOUR NOTIFICATION TO DIG SAFE 4'0SCH-40 PVC AT 1% MN. EL21.51 - � - (1-88B-344-7233) AND ANY OTHER -UTILITIES WHICH MAY HAVE CABLE, PIPE OR FROM ROOF DRAINS . EQUIPMENT IN THE CONSTRUCTION AREA FOR VERIFICATION OF LOCATIONS` SECTION 2. ALL CONSTRUCTION MATERIALS, COMPONENTS, AND"METHODS. EMPLOYED ON THIS EL 19.1 ADJUSTING BLOCKS H-10 RISER I PROJECT WORK SHALL CONFORM TO THE TOWN OF YARMOUTH SUBDIVISION REGULATIONS) NOT TO SCALE MORTAR ALL COMPONENTS - 12• - AND/OR THE MASSACHUSETTS DEPARTMENT OF PUBLIC WORKS STANDARD 12. D(ISTING BUFFER PLANTINGS TO REMAIN, NO CHANGES PROPOSED. ; SPECIFICATIONS FOR BRIDGES AND HIGHWAYS AS AMENDED TO PRESENT. "I SOD COVER ACCESS DR[ WITH 3" OF SCREENED LOAM ALL SEPTIC WORK AND MATERIALS TO CONFORM TO 310 CMR 15.00 TITLE 5. AND YARMOUTH HEALTH REGULATIONS. _ - \\ 4" MIN. PEASTONE AND HYDROSEED. .. 3. VERTICAL DATUM IS ASSUMED FROM QUAD. o°o°o°g°, 000000000 o°°00$000 AND MIRAFI 14ONS CROSS Sl.>E 1% AWAY FROM BUILDING DATED 3/28/02 °o°oo ° 000° o sa0o0o�0° S'-0 X 8'I °eao° 0 0 FABRIC OVER STONE 0000 co ALONG Et,IE LENTH OF DRIVE 4. TOP OF FOUNDATION IS 0.2' BELOW HIGH P01NT IN ROADH-10 °na • a - (2.2' HEALTH DEPT. VARIANCE IS REQUESTED) ° 1 °°�e�i;�$° 600 GAL. eosoo0e0o • 0000v0000 •, OO O OO O 00 O 00 O 00 O 00 O O 00 O O O 5. DESIGN LOADING 1 °e^°=BS;% pSHOREYA OR EQUAL oo°000°a °� %'opo off 508-362-4541 0 O 000000000000000000000000000000 1r FOR ALL PRECAST UNITS TD BE AASHTD-H10 UNLESS NOTED. e°opo°o°o °o°o° fox 508 362-9880 - 0 O O 0 O O Q� 00 O 0000 0 0 ��°��° o oea°o°o O O O O 0 O 0 S. THIS PLAN IS FOR PROPOSED WORK ONLY AND IS NOT TO o°o 0 0° e000so°oe 0 g LOCATION MAP ASSESSORS MAP 51 PCL 38 (OLD MAP 45, PARCEL P11) CBUIL-DING-20NE: 5--25 NN0T-1N-APD-•-< MIN. LOT SIZE: 25,000 S.F. Y 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. CR1ST1NG-BUILDING-COVERAGE = 11,006 SF DEMOLITION OF 577 SF, NEW CONSTRUCTION 4,214 SF �2 �'ROPOSPD -BUILDING COVERAGE = 14,643 SF - (7�2% t` DATUM: ASSUMED FROM DENNIS QUAD MAP EXISTING USE: CHURCH, ACCESSORY THRIFT SHOP, DAYCARE PROPOSED USE: CHURCH, ACCESSORY THRIFT SHOP, DAYCARE, PARISH HALL TUARY: 274 SEATS (1 SPACE/3 SEATS) = O -SPACES TOTAL • 9 SPACES tTOTAL-PROVIDED --9-9-SPACES--~ HANDICAP: 76-100 SPACES 4 HCP SPACES REQUIRED HANDICAP PROVIDED: 6 SPACES N.�. T';E P 7KING CALCUW.ION IS BASED ON THE 0.1PAC7Y ^F '-Yt Sr..CiLIARY ONLY SINGE DTiiLH tUiLDhI43 AREAS AKL OCCUPIED WITH INDIVIDUALS LEAVING THE SANCTUARY AFTER THE CLOSING OF THE SERVICE OR USING DIFFERING HOURS. SEPTIC CALCULATIONS: DESIGN FLOW: CHURCH: 274 SEATS (3 GPD/SEAT) = 822 GPD DAY CARE: 300 S.F. (1 CHILD/20 S.F.) = 15 CHILDREN 15 CHILDREN (10 GALLONS/CHILD) = 150 GPD 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. 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 USE PROPOSED 1500 GAL SEPTIC TANK USE PROPOSED 1000 GAL GREASE TRAP FOR KITCHEN FLOW LEACHING: 2 EXISTING 6'x6' LEACH PITS WITH 2' OF STONE (549.8 GPD EA.) AND 1 EXISTING 6'x6' LEACH PIT WITH 1' OF STONE 427.3 GPD AND 1 EXISTING 6'x5' LEACH PIT WITH 1' OF STONE 364.5 GPD PROVIDED TOTAL CAPACITY: 1891 GPD '78 CODE TITLE 5 LEACHING SYSTEM REFERENCE: TITLE 5 SEPTIC SYSTEM REPORT BY TROY WILLIAMS DATED 3/26/02 SITE PLAN OF LAND AT #205 OLD MAIN STREET SHOWING NEW PARISH HALL AT SAINT DAVID'S EPISCOPAL CHURCH IN: (SOUTH) YARMOUTH, MA PREPARED FOR: SAINT DAVID'S EPISCOPAL CHURCH 30 0 30 60 90 Feet SCALE: 1"=30' DATE: APRIL 19, 2002 �~ L{/1910 -2 - DA TE 102DATE REMOVE TOPSOIL & SUBSOIL TO 15" AND C0MPACT:)B-GRADE WITH 10 -TON VIBRATORY ROLLER BE USED FOR PROPERTY UNE STAKING. 7. ALL STORM RUNOFF TO BE CONTAINED ON SITE. t{ El 141 down cape engineering, Inc. 6.6" LOAM AND SEED ALL DISTURBED AREAS NOT PAVED. 3/4' - 1 1/Y N 12' OF T -BASE REPICESSED ASPHALT GRAVEL DOUBLE WASHED STONE COMPACTED IN (2) 6UFTS TO '95% MOD. PROCTOR DENSITY 9• ALL SEPTIC PIPING SCH-40 PVC UNLESS NOTED. 4' MIN. AROUND PIT ADJUSTED GROUNDWATER CIVIL ENGINEERS.- WITH 10 -TON VIBRAVY ROLLER 10. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT EL. 12.1* INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED ROOF DRAIN LAND. SURVEYORSHEALTH. rT- FIRELANE SECTION SECTION OBSERVED GROUNDWATER 11. OWNERS ENGINEER O INSPECT SITE WORK. 24 HR. NOTICE REQUIRED FOR INSPECTIONS. NOT TO SCALE EL 8.2t 939 main st. yarmouth, ma NOT TO SCALE 12. D(ISTING BUFFER PLANTINGS TO REMAIN, NO CHANGES PROPOSED. ; REF. 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. 1% MIN. PITCH. DATED 3/28/02 0 g LOCATION MAP ASSESSORS MAP 51 PCL 38 (OLD MAP 45, PARCEL P11) CBUIL-DING-20NE: 5--25 NN0T-1N-APD-•-< MIN. LOT SIZE: 25,000 S.F. Y 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. CR1ST1NG-BUILDING-COVERAGE = 11,006 SF DEMOLITION OF 577 SF, NEW CONSTRUCTION 4,214 SF �2 �'ROPOSPD -BUILDING COVERAGE = 14,643 SF - (7�2% t` DATUM: ASSUMED FROM DENNIS QUAD MAP EXISTING USE: CHURCH, ACCESSORY THRIFT SHOP, DAYCARE PROPOSED USE: CHURCH, ACCESSORY THRIFT SHOP, DAYCARE, PARISH HALL TUARY: 274 SEATS (1 SPACE/3 SEATS) = O -SPACES TOTAL • 9 SPACES tTOTAL-PROVIDED --9-9-SPACES--~ HANDICAP: 76-100 SPACES 4 HCP SPACES REQUIRED HANDICAP PROVIDED: 6 SPACES N.�. T';E P 7KING CALCUW.ION IS BASED ON THE 0.1PAC7Y ^F '-Yt Sr..CiLIARY ONLY SINGE DTiiLH tUiLDhI43 AREAS AKL OCCUPIED WITH INDIVIDUALS LEAVING THE SANCTUARY AFTER THE CLOSING OF THE SERVICE OR USING DIFFERING HOURS. SEPTIC CALCULATIONS: DESIGN FLOW: CHURCH: 274 SEATS (3 GPD/SEAT) = 822 GPD DAY CARE: 300 S.F. (1 CHILD/20 S.F.) = 15 CHILDREN 15 CHILDREN (10 GALLONS/CHILD) = 150 GPD 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. 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 USE PROPOSED 1500 GAL SEPTIC TANK USE PROPOSED 1000 GAL GREASE TRAP FOR KITCHEN FLOW LEACHING: 2 EXISTING 6'x6' LEACH PITS WITH 2' OF STONE (549.8 GPD EA.) AND 1 EXISTING 6'x6' LEACH PIT WITH 1' OF STONE 427.3 GPD AND 1 EXISTING 6'x5' LEACH PIT WITH 1' OF STONE 364.5 GPD PROVIDED TOTAL CAPACITY: 1891 GPD '78 CODE TITLE 5 LEACHING SYSTEM REFERENCE: TITLE 5 SEPTIC SYSTEM REPORT BY TROY WILLIAMS DATED 3/26/02 SITE PLAN OF LAND AT #205 OLD MAIN STREET SHOWING NEW PARISH HALL AT SAINT DAVID'S EPISCOPAL CHURCH IN: (SOUTH) YARMOUTH, MA PREPARED FOR: SAINT DAVID'S EPISCOPAL CHURCH 30 0 30 60 90 Feet SCALE: 1"=30' DATE: APRIL 19, 2002 �~ L{/1910 -2 - DA TE 102DATE