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Home My WebLink About205 Old Main Street Site Plan of Land 8NOTE: VERIFY IN FIELD THE ELEVATION OF THE D -BOX PRIOR TO ANY - - PLUMBING OR SEPTIC WORK ON SITE 24"I.D. CAST IRON COVERS PROVIDE NEW RISER TO GRADE - AS SHOWN. MORTAR ALL COMPONENTS OVER D -BOX WITH LIGHT DUTY SLAB-T.FOUND.=. EL. 23.0 CAST IRON FRAME AND COVER - NEW 24"CAST IRON'COVE BLOCK UP D -BOX, 24"LD, RISER TO GRADE, MORTAR ALL COMPONENTS 310" 24• y TIE INTO EXISTING D -BOX �- TEE ST1 TEE COMPACTION (TYP.) 4"SCH40 PVC 1500 GAL H-10 20.62 " 12' AT 2% SEPTIC TANKS FROM STI _ FROM 20.87 5'-8' LIQ. LEVEL GAS ', ACME OR EQUAL BAFFLE:" .. .. : 4"OSCH 40 PVC AT 1% oo°opoo 000000$ BUILDING " 000p000 0o"o000 " SEWER ONLY +. - '-- 2025 •e•.. T.F. FFLR 6" GRAVEL & MECH. EXIS TING 20.OB EXISTING PLACE SPEED LEVELERS IN ALL • EL. 23.0 COMPACTION (TYP.) NOTE: COMPACT VERIFY IN FIELD EXISTING OUTLET PIPES AND n GUY WIRE I PRIOR TO ANY WATER TEST BOX FOR LEVEL. SIDEWALK PLUMBING OR SECTIO '-- C WORK ON SITE IN FROM KITCHEN SINKS & DISHWASHER ONLY FULL. TO ST1 BAS-MENT 10" - KITCHEN 4"SCH4001.5% 2139 TEE 1000 GAL H-10 AREA INV. AT BLDG ' GREASE TRAP 21.14 ONLY EL. 21.57 4' LIQ. LEVEL ..`. ACME OR EQUAL GAS LLD 12" BAFFLE 6" GRAVEL & MECH. COMPACTION (TYP.) PARCEL IriAl �rr"%NNIn ^.PN► •r,NNO"► Lr► �'Tn P3 NOT TO SCALE 22. NOTE: PITCH SIDEWALKS 1/8" --ER FT. MIN. AWAY FROM BUILDING. 5% MAX. SLOPE WITHOUT RAMr' (HANDRAILS ETC.) -- _ 1" TOPCOAT MASS DPW TYPE 11 BIT. ASPHALT 2" BINDER oQ00000Qo' � o-o�,noo 8" PROCESSED GRAVEL G N MDPW M1.03.1 VIB. ROLLER COMPACTED CATCH BASIN NOTE: COMPACT UTILITY POLE IN 6" LIFTS TO 95% n GUY WIRE I NOTE: PITCH SIDEWALKS 1/8" --ER FT. MIN. AWAY FROM BUILDING. 5% MAX. SLOPE WITHOUT RAMr' (HANDRAILS ETC.) -- _ 1" TOPCOAT MASS DPW TYPE 11 BIT. ASPHALT 2" BINDER oQ00000Qo' � o-o�,noo 8" PROCESSED GRAVEL NOT TO SCALE - +20.09 +16.66 +119 g :?3 I 9�ave1 filled t�_ _�_ 1`f) -�2Q22 +19.95 -19.84 \ +1 7>6 - +20.23 +2 +2 .68 +20.25 +2 HARK N U +20.16 D M ¢ " w + 0! _ p / JIQ) Q II � +20.16 CIL IV ' N 247.56 j PU I (5 mau - qAW In ^---0.�4 a r_ U+20.22 49 L PA ING +7Y 1'' + Ll �--- ® 6� N + 1 AVED DRIVE . d7 5 S yACES �� \\l - -_ - 30 +20.75 +�.1u5 +21 21.---9•Yd-7,, I + 3.01 �'- - +20.52 iAVEL PARKIc °2.94 N+ a ry +27 1722 1 03 DRAINAGE CALCULATIONS: NEW CONSTRUCTION OF PARISH HALL AREA: DRAINAGE AREA DA1 - 4312 SF ROOF AREA, 25 YR STORM RATIONAL METH. Q -CIA - 0.99(5.OIN/HR)(4312/43560)(448.8)/.7-315 SF U$E (1) 600 GAL. LEACHPIT WITH 4' STONE 374 SF O.K. PARCEL P5 20. NATURAL TRATDRAINAGE INFILION ARE yk 6 +1575 I ys I N 6r 1 \7e M I jI +18.89 W +19.53 I a I Q ! a LIGHT POST/ YARD LIGHT HI PT. 2 76 22.31 \ PAVED DRIVE +209 ROAD 23.29 +23. I yYp FIRE HYDRANT 23.16 1 2367 * 1134 PROPOSED VED WALKWAY (TYP.) 63 +zo. j I >3.45 37 ALL WALKS TO BE ADA CDMPLIANT +20.03 + 0 FREESTANDING SIGN 23.29 3 z3 23 + 11 SPACES 1 ..'•W i l 23.40 +20.82 I +16.86 EXISTING WATER LINE `G, I I +21 08 P PO\- +20.x6 RELOCATED We 1 20.03 -w- PROPOSED WATER LINE 1 s 23 1 a3i - 1 00 G L SHED I I ur1vl c, ,•�-� ._� G EASE TRAF FIRE LANE I • PROPOSED ACCESS COVER A� .22 _rt JT/SQ PARKING X POL EDGE OF PAVE NO BERM 2317 +z2 n ua zen_ _ +SEPrisrlNG. EAST; x�..." 34' 231 GAS LINE 1 \EXIST, 21. 1 I WALK c�rstte S .1,-"' ..6 k UILDI G i iso I ;��`'� 23 + 3 _ 5 - l TO BE 20. I 0 WATER GATE I o o i a} S l61 �jry'? 40.3RERa0 2 as I +21.85 �' i '� -'�L 2.89 I ; '� - EXI TREELINE (TYP.) EXISTING ELEVATION r� / a' 7 �� r 1 D I _ 3 O I 0E'� +20.61 r25.03) .PROPOSED ELEVATION rtj 1 - _ I f, cn +ja 2PROP. AVED x,{22.40] WALK 2.y v'� ._ -E_ W' -1 0 c rD+'22-4-4-W-.,X _ --at- EXISTING CONTOUR F* I 22.48 T - " �- sE -L "E-- I -G _ --"w '_ �,; ,OS _WALK SEPTIC TANK A ..-w__-- +23. - Fp AT TAB c I . �� I CIS ' FI 1: ' LES v � <o IO I �-.. +21.65 � r -C� -- PROPOSED CONTOUR 22.23 WALK T J s sr 4L..`R�� •• 1 o v - 6 Y 3 5r Sr 0 3d L. 23. 1'x- 7 PROPOSED GRAVEL FIRE LANE AREA I m C. PROPOSED XrI CHAIR "••,a 40.2' 78-0' P POSED 12" T -BASE WITH 3" LOAM & SEED OVER 1 `IO - "._w'.. 22.98Q x PLAY REAS. Z „�' TABLE rn �� D YWELL CIO W PROPOSED SHRUB z 'j-- � STORgC� a 12233 - I U .,, MATCH EXISTING GRADES I N 1 n __ _ -/�J Vis} I Q TIN � Z O L'__2 A j N 0 2.855 SG CT FLOOR EC x EXISTING GARDE , / _ I O I O I 21.72\ L \�'SCH40---Py( TYP EXISTING TREE 1 21.69 x l x x AT 17MIN. . I t,/ - 22.80 - X•, NEN GARDEN � I 21.64 3 SHALL NOT PARK HERE" SIGNS LCT GAR 'I 1 21.63 21.66 I ATION 5`� 1 + 1.73. +21.76 I EXISTING TREE _ +21.23 +19 41 +20.37 1 N 13� +20.61 I I 21.40 NEW WATER SERVICE I 1 21.43 U.G/ELECTRIC JRASS DRAINAGE 21.43 B IDE INFILTRATION AREA 2156 NOTE: A SEPARATE WATER M SHALL BE 1 1 27.63. __ 1 I 21.49 INSTALLED FOR THE LAWN SPRINKLER/GARDEN HOSE I >O.00 1 SO THAT THE AMOUNT OF/WATER ENTERING I ' 1 THE SEPTIC SYSTEM C BE MEASURED. 21.64 1.51 n .-�/�_ +21.92 1 I d 2D 03 pC1\�' i � +21.51 +21.67 1 I O I Pip I MEMORIAL GARDEN Il% I Lfl w I P I MEMORIwi AL C OTS MEMORIAL �/ Area 204,762 sq.ft i + ro9 a I 4.70 Acre1s50 i o 1 _ __ 20' BUFFER ALL AROUND SITE _-.-_- _-_-_ ---_^-_------- ----__^-------------J 2p '. / INFILTRATION AREA 1 - J O O 590.92 +21. 2 PARCEL Ni -7B T S. P ,RCEL N6 0.30 - 7 i I 2r-� -- 21 1. THE LOCATION OF EXISTING UNDERGROUND UTILITIES SHOWN ON THIS PLAN IS +2ay'j 6" LOAM & SEED DISTURBED AREAS APPROXIMATE. PRIOR TO ANY EXCAVATION ON THIS SITE. THE EXCAVATING 8" H-10 F&C (TYP-) SHALL MAKE THE REOUIRED 72 HOUR NOTIFICATION TO DIG SAFE 4"OSCH-40 PVC AT 1% MIN. EL.21.5f PARCEL N8 I (1-888-344-7233) AND ANY OTHER UTILITIES WHICH MAY HAVE CABLE, PIPE OR FROM ROOF DRAINS EQUIPMENT IN THE CONSTRUCTION AREA FOR VERIFICATION OF LOCATIONS. �L - 2. ALL CONSTRUCTION MATERIALS, COMPONENTS, AND METHODS EMPLOYED ON THIS' ADJUSTING BLOCKS/H-10 RISER PROJECT WORK SHALL CONFORM TO THE TOWN OF YARMOUTH SUBDIVISION REGULATIONS EL. 19.1 MORTAR ALL COMPONENTS 12• AND/OR THE MASSACHUSETTS DEPARTMENT OF PUBLIC WORKS STANDARD _ _ _. (TYP.) SPECIFICATIONS FOR BRIDGES 2WD HIGHWAYS AS AMENDED TO PRESENT.`� ALL SEPTIC WORK AND MATERIALS TO CONFORM TO 310 CMR 15.00 TITLE 5.° COVER ACCESS DRIVE WITH 3" OF SCREENED LOAM AND YARMOUTH HEALTH REGULATIONS. °00°00000 \ 4" MIN. PEASTONE ASSESSORS MAP 51 PCL 38 (OLD MAP 45', PARI 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 S -- 5. DEMOLITION OF 577 SF, NEW CONSTRUCTION 4,2' PROPOSED BUILDING COVERAGE = 14,643 SF = DATUM: ASSUMED FROM DENNIS QUAD MAP; EXISTING USE: CHURCH, ACCESSORY THRIFT SHOF PROPOSED USE: CHURCH, ACCESSORY THRIFT SH' PARKING CALCULATIONS:' SANCTUARY: 274 SEATS (i SPACE/3 SEATS) _ ! TOTAL NEEDED: 92 SPACES TOTAL PROVIDED: 99 SPACES HANDICAP: 76-100 SPACES 4 HCP SPACES REQ HANDICAP PROVIDED: 6 SPACES NOTE: THE PARKING CALCULATION IS BASED ON THE C/ THE SANCTUARY ONLY SINCE OTHER BUILDING AF OCCUPIED WITH INDIVIDUALS LEAVING THE SANCTt THE CLOSING OF THE SERVICE OR USING DIFFER SEPTIC CALCULATIONS DESIGN FLOW: CHURCH: 274 SEATS (3 GPD/SEAT) = 822 GPI DAY CARE: 300 S.F. (1 CHILD/20 S.F.) = 15 ( 15 CHILDREN (10 GALLONS/CHILD) = 150 GPD 972 GPD FOR DESIGN FLOW FOR MAIN BUILDIN( PARISH HALL: 150 SEATS (3 GPD/SEAT) = 450 DIFFERING HOURS OF USE SO FLOW NOT CUMUI CHURCH SEPTIC TANK: 972 GPD (1.5) = 1458 USE EXISTING 1500 GAL SEPTIC TANK PARISH HALL SEPTIC TANK: 450 GPD (2.0) _ <. USE PROPOSED 1500 GAL SEPTIC TANK USE PROPOSED 1000 GAL GREASE TRAP FOR K LEACHING - 2 EXISTING 6'x6' LEACH PITS WITH 2' OF STO 1 EXISTING 6'x6' LEACH PIT WITH 1' OF STON 1 1 EXISTING 6'x5' LEACH PIT WITH ' OF'I STON TOTAL CAPACITY: 1891 GPD '78 CODE TITLE 5 REFERENCE: TITLE 5 SEPTIC SYSTEM REPORT BY TROYI WILLIAM SITE PLAN OF LAND AT #2( SHOWING NEW PARISH HALL AT SAINT DAVID'S E _(SOUTH) YARMOUTH, MA PREPARED FOR: °°°°o° AND MIRAFI 140NS SAINT DAVID'S EPISCOPAI AND HYDROSEED. 3. VERTICAL DATUM IS ASSUMED FROM QUAD. o ° °O' o°o 0 o0c� 004°°°°0 o 0 5,-O'X 6'0 '000000000 FABRIC OVER STONE CROSS SLOPE 1% AWAY FROM BUILDING 0000a po po o°0000 3O 0 3O ALONG ENTIRE LENTH OF DRIVE 4. TOP OF FOUNDATION IS O.Y BELOW HIGH POINT IN ROAD o0000000o H-10 `o °o°°000ao° X60 °00000 00... 0000 0 (2.2' HEALTH DEPT. VARIANCE IS REQUESTED)°000°0000 600 GAL. 000 000 �.. -�?YT G...<�i„c•tw;�:� /: `tin '';�-:.<:-:'' n i000eoa000, LEACHPIT 0 0 0 O 0 0 O o0 OO 06'0 O "o O O "0 O O GOo 00SHOREY OR EQUA°og08 o SCALE: 1 "=30' o o off 508-362-4541 OOS. DESIGN LOADING FOR All PRECAST UNITS TO BE AASHTO-H10 UNLESS NOTED. DATE: APRIL 19, 20 o OOO OO Oo REVISED: AUGUST 19lox 508 362-9880 00 00 OOOO°O OoOo ooOoO oOoO 6. THIS PLAN IS FOR PROPOSED WORK ONLY AND IS NOT TO 0000ao BE USED FOR PROPERTY LINE STAKING. \ ° EL. 14.1 REMOVE TOPSOIL & SUBSOIL TO 15" AND COMPACT SUB -GRADE WITH 7. ALL STORM RUNOFF TO BE CONTAINED ON SITE. \\ 10 -TON VIBRATORY ROLLER '. down Cape engineering, Inc. ASPHALT 8.6" LOAM AND SEED ALL DISTURBED AREAS NOT PAVED. 3/4" - 1 1/2' N PVC UNLESS NOTED. DOUBLE WASHED - LIFTS TO CIVIL ENGINEERS WI TH A TED 0 10NN-NBR12" OF T -BASE E TORYE OELDLER SS MOD. PROCTOR DENSITY 90 INSPECTION FROM BOARD BOAFRADTO. ALL SEPTIC PIPING �HFALT LAND PERMSSIONE OBTAIN�DT R C O F D R A 11� SND TONE ADJUSTEDL. GROUNDWATER op��` IN.Sm RANI OF All LAND SURVEYORS FIRE LANE 5ECTIOR 11. OWNERS ENGINEER TO INSPECT SITE WORK, 24 HR. NOTICE REQUIRED FOR INSPECTIONS. NOT TO SCALE SECTION EL. 8RV D GROUNDWATER IN V30792 ti C)J a uv NOT TO SCALE 12. EXtSTING�BUFFER PLANTINGS TO REMAIN, NO CHANGES PROPOSED. � - � � REF. SEPTIC INSPECTION APOF �fC/STEHE� E`�Q ,e 939 main st. yarmouth, ma 13. PITCH SIDEWALKS 1/8" PER FT. MIN. AWAY FROM BUILDING, REPORT BY TROY WILLIAMS 'fSyF� P 14. ALL ROOF RUNOFF TO BE PIPED TO DRAINS AS INDICATED, 1% MIN. PITCH. DATED 3/28/02 !qN 01-350' MDPW M1.03.1 VIB. ROLLER COMPACTED NOTE: COMPACT ALL FILL IN 6" LIFTS TO 95% MOD. PROCTOR DENSIT; WITH VIBRATORY ROLLER COMPACTER. SIDEWALK CROSS SECTIO NOT TO SCALE - +20.09 +16.66 +119 g :?3 I 9�ave1 filled t�_ _�_ 1`f) -�2Q22 +19.95 -19.84 \ +1 7>6 - +20.23 +2 +2 .68 +20.25 +2 HARK N U +20.16 D M ¢ " w + 0! _ p / JIQ) Q II � +20.16 CIL IV ' N 247.56 j PU I (5 mau - qAW In ^---0.�4 a r_ U+20.22 49 L PA ING +7Y 1'' + Ll �--- ® 6� N + 1 AVED DRIVE . d7 5 S yACES �� \\l - -_ - 30 +20.75 +�.1u5 +21 21.---9•Yd-7,, I + 3.01 �'- - +20.52 iAVEL PARKIc °2.94 N+ a ry +27 1722 1 03 DRAINAGE CALCULATIONS: NEW CONSTRUCTION OF PARISH HALL AREA: DRAINAGE AREA DA1 - 4312 SF ROOF AREA, 25 YR STORM RATIONAL METH. Q -CIA - 0.99(5.OIN/HR)(4312/43560)(448.8)/.7-315 SF U$E (1) 600 GAL. LEACHPIT WITH 4' STONE 374 SF O.K. PARCEL P5 20. NATURAL TRATDRAINAGE INFILION ARE yk 6 +1575 I ys I N 6r 1 \7e M I jI +18.89 W +19.53 I a I Q ! a LIGHT POST/ YARD LIGHT HI PT. 2 76 22.31 \ PAVED DRIVE +209 ROAD 23.29 +23. I yYp FIRE HYDRANT 23.16 1 2367 * 1134 PROPOSED VED WALKWAY (TYP.) 63 +zo. j I >3.45 37 ALL WALKS TO BE ADA CDMPLIANT +20.03 + 0 FREESTANDING SIGN 23.29 3 z3 23 + 11 SPACES 1 ..'•W i l 23.40 +20.82 I +16.86 EXISTING WATER LINE `G, I I +21 08 P PO\- +20.x6 RELOCATED We 1 20.03 -w- PROPOSED WATER LINE 1 s 23 1 a3i - 1 00 G L SHED I I ur1vl c, ,•�-� ._� G EASE TRAF FIRE LANE I • PROPOSED ACCESS COVER A� .22 _rt JT/SQ PARKING X POL EDGE OF PAVE NO BERM 2317 +z2 n ua zen_ _ +SEPrisrlNG. EAST; x�..." 34' 231 GAS LINE 1 \EXIST, 21. 1 I WALK c�rstte S .1,-"' ..6 k UILDI G i iso I ;��`'� 23 + 3 _ 5 - l TO BE 20. I 0 WATER GATE I o o i a} S l61 �jry'? 40.3RERa0 2 as I +21.85 �' i '� -'�L 2.89 I ; '� - EXI TREELINE (TYP.) EXISTING ELEVATION r� / a' 7 �� r 1 D I _ 3 O I 0E'� +20.61 r25.03) .PROPOSED ELEVATION rtj 1 - _ I f, cn +ja 2PROP. AVED x,{22.40] WALK 2.y v'� ._ -E_ W' -1 0 c rD+'22-4-4-W-.,X _ --at- EXISTING CONTOUR F* I 22.48 T - " �- sE -L "E-- I -G _ --"w '_ �,; ,OS _WALK SEPTIC TANK A ..-w__-- +23. - Fp AT TAB c I . �� I CIS ' FI 1: ' LES v � <o IO I �-.. +21.65 � r -C� -- PROPOSED CONTOUR 22.23 WALK T J s sr 4L..`R�� •• 1 o v - 6 Y 3 5r Sr 0 3d L. 23. 1'x- 7 PROPOSED GRAVEL FIRE LANE AREA I m C. PROPOSED XrI CHAIR "••,a 40.2' 78-0' P POSED 12" T -BASE WITH 3" LOAM & SEED OVER 1 `IO - "._w'.. 22.98Q x PLAY REAS. Z „�' TABLE rn �� D YWELL CIO W PROPOSED SHRUB z 'j-- � STORgC� a 12233 - I U .,, MATCH EXISTING GRADES I N 1 n __ _ -/�J Vis} I Q TIN � Z O L'__2 A j N 0 2.855 SG CT FLOOR EC x EXISTING GARDE , / _ I O I O I 21.72\ L \�'SCH40---Py( TYP EXISTING TREE 1 21.69 x l x x AT 17MIN. . I t,/ - 22.80 - X•, NEN GARDEN � I 21.64 3 SHALL NOT PARK HERE" SIGNS LCT GAR 'I 1 21.63 21.66 I ATION 5`� 1 + 1.73. +21.76 I EXISTING TREE _ +21.23 +19 41 +20.37 1 N 13� +20.61 I I 21.40 NEW WATER SERVICE I 1 21.43 U.G/ELECTRIC JRASS DRAINAGE 21.43 B IDE INFILTRATION AREA 2156 NOTE: A SEPARATE WATER M SHALL BE 1 1 27.63. __ 1 I 21.49 INSTALLED FOR THE LAWN SPRINKLER/GARDEN HOSE I >O.00 1 SO THAT THE AMOUNT OF/WATER ENTERING I ' 1 THE SEPTIC SYSTEM C BE MEASURED. 21.64 1.51 n .-�/�_ +21.92 1 I d 2D 03 pC1\�' i � +21.51 +21.67 1 I O I Pip I MEMORIAL GARDEN Il% I Lfl w I P I MEMORIwi AL C OTS MEMORIAL �/ Area 204,762 sq.ft i + ro9 a I 4.70 Acre1s50 i o 1 _ __ 20' BUFFER ALL AROUND SITE _-.-_- _-_-_ ---_^-_------- ----__^-------------J 2p '. / INFILTRATION AREA 1 - J O O 590.92 +21. 2 PARCEL Ni -7B T S. P ,RCEL N6 0.30 - 7 i I 2r-� -- 21 1. THE LOCATION OF EXISTING UNDERGROUND UTILITIES SHOWN ON THIS PLAN IS +2ay'j 6" LOAM & SEED DISTURBED AREAS APPROXIMATE. PRIOR TO ANY EXCAVATION ON THIS SITE. THE EXCAVATING 8" H-10 F&C (TYP-) SHALL MAKE THE REOUIRED 72 HOUR NOTIFICATION TO DIG SAFE 4"OSCH-40 PVC AT 1% MIN. EL.21.5f PARCEL N8 I (1-888-344-7233) AND ANY OTHER UTILITIES WHICH MAY HAVE CABLE, PIPE OR FROM ROOF DRAINS EQUIPMENT IN THE CONSTRUCTION AREA FOR VERIFICATION OF LOCATIONS. �L - 2. ALL CONSTRUCTION MATERIALS, COMPONENTS, AND METHODS EMPLOYED ON THIS' ADJUSTING BLOCKS/H-10 RISER PROJECT WORK SHALL CONFORM TO THE TOWN OF YARMOUTH SUBDIVISION REGULATIONS EL. 19.1 MORTAR ALL COMPONENTS 12• AND/OR THE MASSACHUSETTS DEPARTMENT OF PUBLIC WORKS STANDARD _ _ _. (TYP.) SPECIFICATIONS FOR BRIDGES 2WD HIGHWAYS AS AMENDED TO PRESENT.`� ALL SEPTIC WORK AND MATERIALS TO CONFORM TO 310 CMR 15.00 TITLE 5.° COVER ACCESS DRIVE WITH 3" OF SCREENED LOAM AND YARMOUTH HEALTH REGULATIONS. °00°00000 \ 4" MIN. PEASTONE ASSESSORS MAP 51 PCL 38 (OLD MAP 45', PARI 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 S -- 5. DEMOLITION OF 577 SF, NEW CONSTRUCTION 4,2' PROPOSED BUILDING COVERAGE = 14,643 SF = DATUM: ASSUMED FROM DENNIS QUAD MAP; EXISTING USE: CHURCH, ACCESSORY THRIFT SHOF PROPOSED USE: CHURCH, ACCESSORY THRIFT SH' PARKING CALCULATIONS:' SANCTUARY: 274 SEATS (i SPACE/3 SEATS) _ ! TOTAL NEEDED: 92 SPACES TOTAL PROVIDED: 99 SPACES HANDICAP: 76-100 SPACES 4 HCP SPACES REQ HANDICAP PROVIDED: 6 SPACES NOTE: THE PARKING CALCULATION IS BASED ON THE C/ THE SANCTUARY ONLY SINCE OTHER BUILDING AF OCCUPIED WITH INDIVIDUALS LEAVING THE SANCTt THE CLOSING OF THE SERVICE OR USING DIFFER SEPTIC CALCULATIONS DESIGN FLOW: CHURCH: 274 SEATS (3 GPD/SEAT) = 822 GPI DAY CARE: 300 S.F. (1 CHILD/20 S.F.) = 15 ( 15 CHILDREN (10 GALLONS/CHILD) = 150 GPD 972 GPD FOR DESIGN FLOW FOR MAIN BUILDIN( PARISH HALL: 150 SEATS (3 GPD/SEAT) = 450 DIFFERING HOURS OF USE SO FLOW NOT CUMUI CHURCH SEPTIC TANK: 972 GPD (1.5) = 1458 USE EXISTING 1500 GAL SEPTIC TANK PARISH HALL SEPTIC TANK: 450 GPD (2.0) _ <. USE PROPOSED 1500 GAL SEPTIC TANK USE PROPOSED 1000 GAL GREASE TRAP FOR K LEACHING - 2 EXISTING 6'x6' LEACH PITS WITH 2' OF STO 1 EXISTING 6'x6' LEACH PIT WITH 1' OF STON 1 1 EXISTING 6'x5' LEACH PIT WITH ' OF'I STON TOTAL CAPACITY: 1891 GPD '78 CODE TITLE 5 REFERENCE: TITLE 5 SEPTIC SYSTEM REPORT BY TROYI WILLIAM SITE PLAN OF LAND AT #2( SHOWING NEW PARISH HALL AT SAINT DAVID'S E _(SOUTH) YARMOUTH, MA PREPARED FOR: °°°°o° AND MIRAFI 140NS SAINT DAVID'S EPISCOPAI AND HYDROSEED. 3. VERTICAL DATUM IS ASSUMED FROM QUAD. o ° °O' o°o 0 o0c� 004°°°°0 o 0 5,-O'X 6'0 '000000000 FABRIC OVER STONE CROSS SLOPE 1% AWAY FROM BUILDING 0000a po po o°0000 3O 0 3O ALONG ENTIRE LENTH OF DRIVE 4. TOP OF FOUNDATION IS O.Y BELOW HIGH POINT IN ROAD o0000000o H-10 `o °o°°000ao° X60 °00000 00... 0000 0 (2.2' HEALTH DEPT. VARIANCE IS REQUESTED)°000°0000 600 GAL. 000 000 �.. -�?YT G...<�i„c•tw;�:� /: `tin '';�-:.<:-:'' n i000eoa000, LEACHPIT 0 0 0 O 0 0 O o0 OO 06'0 O "o O O "0 O O GOo 00SHOREY OR EQUA°og08 o SCALE: 1 "=30' o o off 508-362-4541 OOS. DESIGN LOADING FOR All PRECAST UNITS TO BE AASHTO-H10 UNLESS NOTED. DATE: APRIL 19, 20 o OOO OO Oo REVISED: AUGUST 19lox 508 362-9880 00 00 OOOO°O OoOo ooOoO oOoO 6. THIS PLAN IS FOR PROPOSED WORK ONLY AND IS NOT TO 0000ao BE USED FOR PROPERTY LINE STAKING. \ ° EL. 14.1 REMOVE TOPSOIL & SUBSOIL TO 15" AND COMPACT SUB -GRADE WITH 7. ALL STORM RUNOFF TO BE CONTAINED ON SITE. \\ 10 -TON VIBRATORY ROLLER '. down Cape engineering, Inc. ASPHALT 8.6" LOAM AND SEED ALL DISTURBED AREAS NOT PAVED. 3/4" - 1 1/2' N PVC UNLESS NOTED. DOUBLE WASHED - LIFTS TO CIVIL ENGINEERS WI TH A TED 0 10NN-NBR12" OF T -BASE E TORYE OELDLER SS MOD. PROCTOR DENSITY 90 INSPECTION FROM BOARD BOAFRADTO. ALL SEPTIC PIPING �HFALT LAND PERMSSIONE OBTAIN�DT R C O F D R A 11� SND TONE ADJUSTEDL. GROUNDWATER op��` IN.Sm RANI OF All LAND SURVEYORS FIRE LANE 5ECTIOR 11. OWNERS ENGINEER TO INSPECT SITE WORK, 24 HR. NOTICE REQUIRED FOR INSPECTIONS. NOT TO SCALE SECTION EL. 8RV D GROUNDWATER IN V30792 ti C)J a uv NOT TO SCALE 12. EXtSTING�BUFFER PLANTINGS TO REMAIN, NO CHANGES PROPOSED. � - � � REF. SEPTIC INSPECTION APOF �fC/STEHE� E`�Q ,e 939 main st. yarmouth, ma 13. PITCH SIDEWALKS 1/8" PER FT. MIN. AWAY FROM BUILDING, REPORT BY TROY WILLIAMS 'fSyF� P 14. ALL ROOF RUNOFF TO BE PIPED TO DRAINS AS INDICATED, 1% MIN. PITCH. DATED 3/28/02 !qN 01-350'