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Home My WebLink About205 Old Main Street Site Plan of Land 5NOTE: VERIFY IN FIELD THE ELEVATION OF THE D -BOX PRIOR TO ANY - PLUMBING OR SEPTIC WORK ON SITE 1. NOTE: PITCH SIDEWALKS 1/8" PER FT. MIN. AWAY FROM BUILDING. 5% MAX. SLOPE W1111OUT RAMP (HANDRAILS ETC.) 1" TOPCOAT MASS DPW /-"-- TYPE 11 BIT, ASPHALT 8" PROCESSED GRAVFL MDPW M1.0.3.1 VIB. ROLLER COMPACTED NOTE: COMPACT ALL RLL IN 6" LIFTS TO 95% MOD: PROC1)R DENSITY WITH VIBRATORY ROLLER COMPACTER. \� SIDEWALK CROSS SECTION NOT TO SCALE PARCEL P5 +16.66 +20.09 :�...�� ++;V3 +217.0"`:_:'' +18.53 n(il i -' c grovel filfed of +18.29 I 40 , r DRAINAGE CALCULATIONS: NEW CONSTRUCTION OF PARISH HALL AREA' DRAINAGE AREA DA1 - 4312 SF ROOF AREA, 25 YR STORM RATIONAL METH. O=CIA a 0.99(5.OIN/HR)(4312/43560)(448.8)/.7-315 SF USE (1) 600 GAL. LEACHPIT WITH 4' STONE - 374 SF O.K. PA�CEL\_p14 ACME OR EQUAL GAS 1 +2�2,on trench _+-� ! `� \6.32 BAFFLE �. \�� N, ---__.. +2o.o„2D.2z ��•. \ INFILTRgIONAARGE `- 6" GRAVEL & MECH. COMPACTION (TYP.) - -\_- PARCEL P3 C +19.9= +19 84 +,s.ar, 9q9 �'- +Ir 3z NEW SEPTIC COMPONENTS { NOT TO SCALE I I* r26, `� +20.23 +,_ ( II \---� I 16 +15.75 M I ENCHMA K: N + 0 w w �i +20 18 CONC. BOUND FND M . \ a 2 AT ELEV. 22.55 u N �Y ¢ 1 y u +20.1 Fi \ ----1 I 22.20 h .89 --��2a 20, 2 G I \78 l) 241.56 "�' - w O \vT"-'I' 04 p a I 0_ 4 0+20.22 �- I 1 ®2 3.05 •2 vt p 1__ +18.89 W \i- 4 d p. u 20.1 I v GRA L PAR IMG "'�..„ +1953 1 Q .86 O ..'�,�..+ '.2.06 I p > 2 4 I 0_ I hU?V4 22: `� .61" ?4 -SPACES - - N 4 YX..G13 + + 39J9 2-r1I yA PAVED DRIVE\ arn - {/ ds710e +i t- +211�.1 7 s sCES \ 21. 777, + +20.52 UQ III - - I.22 \ o r, G AWL PARK/ G 2.94 N+ 4 22.31 N +21.17 X1.03 +209 27 P 2 76 1 HI PT. 2 16 23.29 PAVED DRIVE WALK FLUSH \\ �>• 63 +20... 1 ROAD +23. <... n - b '1.30 PROPOSEC 6' PAVED WALKWAY (TYP,) p I 23.16 I _ WITH GRADE AL, WALKS TO 8E ADA COMPLIANT +20.03 +2q I 23f7 3.05 - U 3. 10� + ..8.37 I1 SPACE - 23.29 23.23 '� +20.82 U 20.03 1 +18.86 23.00 RELOCATED I +2t OB P°I�PCS D +20.66 SHED I G:ASE TRAP I caLANE 1EA _ i t -, ��. ° PARKING 150 SF FIRE I _`- SI , 4+22.77 X150-.- SEPT!TIN SASEXIS7 X- M,.I 77.+27.91 4 8 I 3' 23.1A 23.17 -1 ` y- � 21 1 1 "EFA J r p O D I 8 I< fi r, h I T 577T�,. t N Ex s 1 . WALK I c.aon+5 <„�,SUILDING I IE" 23- -• �� 7 . 9VE0�22.40] SWALKt. .1_ 4B0E lz l o -22 .0¢ G.?,, . 45 ( TRFF- I IA -e (NP.) 5 288 +20.61 '. .. +19 5 3 p2.9 y?2O.A PRppOSED 1 C- �:-s Til ,� lc. 1 I_- ..G� `£.- -__q,..., V N __ ii W 4 X _ 22.08 - -� .- ✓ v T5D -GAL-+7�4'- e .ht SEA -E_. .._yl- < `� .9'6 - ALK SEPTIC TANK ' FO ING AT TABLES vcl� 7 \ +21.33 I _ I _ G ^_.-W --'__._ +23. I FIRST 50 _ I D I I 0 •H - WALK JI FLOOR EL / 0 _W 2223 58 SF 23.0 .- PROPOSED GRAVEL FIRE LANE AREA I 0 PROPOSED p' 3 .IM AIR& -tpQ 2• �� p ED 12" T -BASE WITH 3" LOAM &SEED OVER I 00 -W f-'" 22.04LJ x PLAY REAS nZ „l, iA61, o, '� N D YWELL MATCH EXISTING GRADES I CN 1 21.980 �� •4 SiOkA.;� I \ , 21.66 �+Vv� .p.g1�7/. �+i7l�7fr rTTp�t _ A i N V 21.85^ EXISli G 6 �Vi�C x N I V FIRST FLOOR EL. 23.53 EXISTING GARDE 4"SCH40 PVC 8549SF AT 1% MIN. TYP. O 1 21.72 � ' L / - CONCRETE LANDING WITH I X 2 STEPS DOWN TO GRADE 1 - 21.69 22 80 X x- SIZE TO MA BLDG CODE AS 1 1 / 21.64 SHALL NOT PARK HE SIGNS SHOWN, TYP. EXCEPT FRONT HCP I I \ 21.63 21.66 +21.23 ACCESSIBLE ENTRANCE. I fl +19.41 +21.76 I +20 .61 FUTURE GARDEN .et +20.37 I I ry I 21.40 NEW/ ATER SERVICE \ LOCATION 1 I - . 21.43 l ELECTRIC ) LOAM & SEED AREA 1 B IDE, COORDINATE WIT}{ VENDCRS PASS DRAINAGE 21.43 IN ILTRATION AREA+21.56 NOTE: A SEPARATE WATER M ER SHALL BE 21.49 INSTALLED FOR THE LAWN �PRINKLER/GARDEN HOSE 0 I Zc SO THAT THE AMOUNT OF/WATER ENTERING 06 I THE SEPTIC SYSTEM CAWBE MEASURED. 216; n \ j 21.60 1.67 - +21.92 /-J +20.41 - - - - - - - - - - +21..5 +7.1.`.1 +2167 \ D3QPIFO P MEMORIAL GARDEN I N + ST.I MEMORIALSC 1URCHYARD I Area = 204,+625 Sq.ft i\ I I I I 4.70 Acres 20' BUFFER (ALL AROUND SITE) GRASSI7BAINAGE_- F'---"- ---"---------------- ------------------------------------------------------------------------------J -- --- -- I INFILTRATION AREA <\I . N N 590.92 PARCEL N6 �7 PARCEL N1 -7B NOTES I --21 1. THE LOCATION OF EXISTING UNDERGROUND UTILITIES SHOWN ON THIS PLAN IS +2090 6" LOAM & SEED DISTURBED AREAS APPROXIMATE. PRIOR TO ANY EXCAVATION ON THIS SITE, THE EXCAVATING 8" H-10 F&C (TYP.) CONTRACTOR SHALL MAKE THE REQUIRED 72 HOUR NOTIFICATION TO DIG SAFE - 4"OSCH-40 PVC AT i% MIN. EL.21.5f BARGEE NS ( (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, ADJUSTING BLOCKS/H-10 RISER - I 2. ALL CONSTRUCTION MATERIALS, COMPONENTS. AND METHODS EMPLOYED ON THIS EL 19 1 MORTAR ALL COMPONENTS PROJECT WORK SHALL CONFORM TO THE TOWN OF YARMOUTH SUBDIVISION REGULATIGf,S �(Tv.) 12' AND/OR THE MASSACHUSETTS DEPARTMENT OF PUBLIC WORKS STANDARD SPECIFICATIONS FOR BRIDGES AND HIGHWAYS AS AMENDED TO PRESENT. 00 ALL SEPTIC WORK AND MATERIALS TO CONFORM TO 310 CMR 15.00 TITLE 5. d" MIN. PEASTONE COVER ACCESS DRIVE WITH 3" OF SCREENED LOAM AND YARMOUTH HEALTH REGULATIONS. -` AND MIRAFI 140NS °o°o°o°° °O ooa °o AND HYDROSEED. 3. VERTICAL DATUM IS ASSUMED FROM QUAD. 8g3ga�°° 000 ° FABRIC OVER STONE CROSS SLOPE i% AWAY FROM BUILDING °°° 5'H -1J X 6'O°� H-10 0 °000 °oo ALONG LENGTH OF DRIVE 4. TOP OF FOUNDATION IS 0.2' BELOW RICH POINT IN ROAD - ,.. (2.2' HEALTH DEPT. VARIANCE IS REQUESTED)" ao 600 GAL. °oo 0000 SHORE AORRIEQUAL . a 000°8�°gS off 506-362-4541 - 00 O 0o O Oo O 00 O 00 O 00 O 00 0 00 0 00 O O O 5. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHTO-H 10 UNLESS NOTED. ° 0 'o°$°000000Qo$ 1 508 362 9880 0 00 00 00 00 00000000000000000 H ° 0 2p c. ox - 00 00 co 00 OO O O O O O O O O O O O O O O O O O O O O O O IN FROM KITCHEN SINKS' •' ;f_ THIS PLAN IS FOR PROPOSED WORK ONLY AND I$ NOT TO BE USED FOR PROPERTY LINE STAKING. CHURCH: 274 SEATS (3 GPD/SEAT) = 822 GPD 24 LD. CAST IRON COVERS ULL FULL-71 PROVIDE NEW RISER TO GRADE too BASEMENT KITCHEN REMOVE TOPSOIL & SUBSOIL TO 15" AND COMPACT SUB -GRADE WITH 10 -TON VIBRATORY ROLLER Y 12" OF T -BASE REPROCESSED ASPHALT OR CONCRETE GRAVEL COMPACTED IN (2) 6" LIFTS TO 95% MOD. PROCTOR DENSITY WITH ^0 -TON VIBRATORY ROLLER 4"SCH40®1.59" TEE 1000 GAL H-10 AREA 21.39 ,' INV. AT BLDG GREASE TRAP 27 14 ONLY cV AS SHOWN. MORTAR ALL COMPONENTS FIRE OVER D -BOX WITH LIGHT DUTY 11. 12. 13. 14. FROM BOARD OF HEALTH. OWNERS ENGINEER TO INSPECT SITE WORK. 24 NR. NOTICE REQUIRED FOR EXISTING BUFFER PLANTINGS,TO REMAIN, NOICHANGES PROPOSED. PITCH SIDEWALKS 1/8" PER FT. MIN. AWAY FROM BUILDING. ALL ROOF RUNOFF TO BE PIPED TO DRAINS AS INDICATED. 1% MIN. PITCH.E INSPECTIONS. r 1r. VERIFY 3 FIELD ',THE ANY OF,THE D -BOX PRIOR TO ANY PLUMBING OR SEPTIC WORK ON I - NOT TO SCALE - SLAB-T.FOUND.-. EL. 23.0 AND �1 EXISTING 6'x6' LEACH PIT OFFSTONE 427.38GPD -- CAST IRON FRAME AND COVER PROVIDED TOTAL CAPACITY: 1891 GPD '78 CODE TITLE 5 LEACHING SYSTEM REFERENCE: TITLE 5 SEPTIC SYSTEM REPORT BY TROY WILLIAMS DATED 3/28/02 NEW 24"CAST IRON COVE BLOCK UP D -BOX, 24"I.D. RISER - TO GRADE, MORTAR ALL COMPONENTS •„� 3 10" r TIE INTO EXISTING 0 -BOX TEE STI TEE '" LEACHING PIT DESCRIPTION 4"SCH40 PVC 1500 GAL H-10 20.62 FROM -STI q 6'X6' WITH 2' STONE " 12' A7 V. '• ,. SEPTIC TANK - GAS •• - - 8 6'X6' WITH 2' STONE FROM 20.87", 5'-8' LIQ, LEVEL ACME OR EQUAL BAFFLE ::' _ 4"OSCH 40 PVC AT 1% 0 0 0 0 0 0 000°0°0 0°0°0°o o°o°o°0 Dao°o°o C D 6'X5' WITH 6'X6' WITH 1' V STONE STONE BUILDING 0 0 0 0°o SEWER ONLY • •6" 20.25 20.08 EXISTING T,F. _' FFLR GRAVEL & MECH. EXISTING PLACE SPEED LEVELERS IN ALL ��'-�--- • EL. ='..23.0 COMPACTION (TYP.) VERIFY IN FIELD PRIOR TO ANY EXISTING OUTLET PIPES AND - 1 PLUMBING OR WATER TEST BOX FOR LEVEL. - SEPTIC WORK ON SITE - 1. NOTE: PITCH SIDEWALKS 1/8" PER FT. MIN. AWAY FROM BUILDING. 5% MAX. SLOPE W1111OUT RAMP (HANDRAILS ETC.) 1" TOPCOAT MASS DPW /-"-- TYPE 11 BIT, ASPHALT 8" PROCESSED GRAVFL MDPW M1.0.3.1 VIB. ROLLER COMPACTED NOTE: COMPACT ALL RLL IN 6" LIFTS TO 95% MOD: PROC1)R DENSITY WITH VIBRATORY ROLLER COMPACTER. \� SIDEWALK CROSS SECTION NOT TO SCALE PARCEL P5 +16.66 +20.09 :�...�� ++;V3 +217.0"`:_:'' +18.53 n(il i -' c grovel filfed of +18.29 I 40 , r DRAINAGE CALCULATIONS: NEW CONSTRUCTION OF PARISH HALL AREA' DRAINAGE AREA DA1 - 4312 SF ROOF AREA, 25 YR STORM RATIONAL METH. O=CIA a 0.99(5.OIN/HR)(4312/43560)(448.8)/.7-315 SF USE (1) 600 GAL. LEACHPIT WITH 4' STONE - 374 SF O.K. PA�CEL\_p14 ACME OR EQUAL GAS 1 +2�2,on trench _+-� ! `� \6.32 BAFFLE �. \�� N, ---__.. +2o.o„2D.2z ��•. \ INFILTRgIONAARGE `- 6" GRAVEL & MECH. COMPACTION (TYP.) - -\_- PARCEL P3 C +19.9= +19 84 +,s.ar, 9q9 �'- +Ir 3z NEW SEPTIC COMPONENTS { NOT TO SCALE I I* r26, `� +20.23 +,_ ( II \---� I 16 +15.75 M I ENCHMA K: N + 0 w w �i +20 18 CONC. BOUND FND M . \ a 2 AT ELEV. 22.55 u N �Y ¢ 1 y u +20.1 Fi \ ----1 I 22.20 h .89 --��2a 20, 2 G I \78 l) 241.56 "�' - w O \vT"-'I' 04 p a I 0_ 4 0+20.22 �- I 1 ®2 3.05 •2 vt p 1__ +18.89 W \i- 4 d p. u 20.1 I v GRA L PAR IMG "'�..„ +1953 1 Q .86 O ..'�,�..+ '.2.06 I p > 2 4 I 0_ I hU?V4 22: `� .61" ?4 -SPACES - - N 4 YX..G13 + + 39J9 2-r1I yA PAVED DRIVE\ arn - {/ ds710e +i t- +211�.1 7 s sCES \ 21. 777, + +20.52 UQ III - - I.22 \ o r, G AWL PARK/ G 2.94 N+ 4 22.31 N +21.17 X1.03 +209 27 P 2 76 1 HI PT. 2 16 23.29 PAVED DRIVE WALK FLUSH \\ �>• 63 +20... 1 ROAD +23. <... n - b '1.30 PROPOSEC 6' PAVED WALKWAY (TYP,) p I 23.16 I _ WITH GRADE AL, WALKS TO 8E ADA COMPLIANT +20.03 +2q I 23f7 3.05 - U 3. 10� + ..8.37 I1 SPACE - 23.29 23.23 '� +20.82 U 20.03 1 +18.86 23.00 RELOCATED I +2t OB P°I�PCS D +20.66 SHED I G:ASE TRAP I caLANE 1EA _ i t -, ��. ° PARKING 150 SF FIRE I _`- SI , 4+22.77 X150-.- SEPT!TIN SASEXIS7 X- M,.I 77.+27.91 4 8 I 3' 23.1A 23.17 -1 ` y- � 21 1 1 "EFA J r p O D I 8 I< fi r, h I T 577T�,. t N Ex s 1 . WALK I c.aon+5 <„�,SUILDING I IE" 23- -• �� 7 . 9VE0�22.40] SWALKt. .1_ 4B0E lz l o -22 .0¢ G.?,, . 45 ( TRFF- I IA -e (NP.) 5 288 +20.61 '. .. +19 5 3 p2.9 y?2O.A PRppOSED 1 C- �:-s Til ,� lc. 1 I_- ..G� `£.- -__q,..., V N __ ii W 4 X _ 22.08 - -� .- ✓ v T5D -GAL-+7�4'- e .ht SEA -E_. .._yl- < `� .9'6 - ALK SEPTIC TANK ' FO ING AT TABLES vcl� 7 \ +21.33 I _ I _ G ^_.-W --'__._ +23. I FIRST 50 _ I D I I 0 •H - WALK JI FLOOR EL / 0 _W 2223 58 SF 23.0 .- PROPOSED GRAVEL FIRE LANE AREA I 0 PROPOSED p' 3 .IM AIR& -tpQ 2• �� p ED 12" T -BASE WITH 3" LOAM &SEED OVER I 00 -W f-'" 22.04LJ x PLAY REAS nZ „l, iA61, o, '� N D YWELL MATCH EXISTING GRADES I CN 1 21.980 �� •4 SiOkA.;� I \ , 21.66 �+Vv� .p.g1�7/. �+i7l�7fr rTTp�t _ A i N V 21.85^ EXISli G 6 �Vi�C x N I V FIRST FLOOR EL. 23.53 EXISTING GARDE 4"SCH40 PVC 8549SF AT 1% MIN. TYP. O 1 21.72 � ' L / - CONCRETE LANDING WITH I X 2 STEPS DOWN TO GRADE 1 - 21.69 22 80 X x- SIZE TO MA BLDG CODE AS 1 1 / 21.64 SHALL NOT PARK HE SIGNS SHOWN, TYP. EXCEPT FRONT HCP I I \ 21.63 21.66 +21.23 ACCESSIBLE ENTRANCE. I fl +19.41 +21.76 I +20 .61 FUTURE GARDEN .et +20.37 I I ry I 21.40 NEW/ ATER SERVICE \ LOCATION 1 I - . 21.43 l ELECTRIC ) LOAM & SEED AREA 1 B IDE, COORDINATE WIT}{ VENDCRS PASS DRAINAGE 21.43 IN ILTRATION AREA+21.56 NOTE: A SEPARATE WATER M ER SHALL BE 21.49 INSTALLED FOR THE LAWN �PRINKLER/GARDEN HOSE 0 I Zc SO THAT THE AMOUNT OF/WATER ENTERING 06 I THE SEPTIC SYSTEM CAWBE MEASURED. 216; n \ j 21.60 1.67 - +21.92 /-J +20.41 - - - - - - - - - - +21..5 +7.1.`.1 +2167 \ D3QPIFO P MEMORIAL GARDEN I N + ST.I MEMORIALSC 1URCHYARD I Area = 204,+625 Sq.ft i\ I I I I 4.70 Acres 20' BUFFER (ALL AROUND SITE) GRASSI7BAINAGE_- F'---"- ---"---------------- ------------------------------------------------------------------------------J -- --- -- I INFILTRATION AREA <\I . N N 590.92 PARCEL N6 �7 PARCEL N1 -7B NOTES I --21 1. THE LOCATION OF EXISTING UNDERGROUND UTILITIES SHOWN ON THIS PLAN IS +2090 6" LOAM & SEED DISTURBED AREAS APPROXIMATE. PRIOR TO ANY EXCAVATION ON THIS SITE, THE EXCAVATING 8" H-10 F&C (TYP.) CONTRACTOR SHALL MAKE THE REQUIRED 72 HOUR NOTIFICATION TO DIG SAFE - 4"OSCH-40 PVC AT i% MIN. EL.21.5f BARGEE NS ( (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, ADJUSTING BLOCKS/H-10 RISER - I 2. ALL CONSTRUCTION MATERIALS, COMPONENTS. AND METHODS EMPLOYED ON THIS EL 19 1 MORTAR ALL COMPONENTS PROJECT WORK SHALL CONFORM TO THE TOWN OF YARMOUTH SUBDIVISION REGULATIGf,S �(Tv.) 12' AND/OR THE MASSACHUSETTS DEPARTMENT OF PUBLIC WORKS STANDARD SPECIFICATIONS FOR BRIDGES AND HIGHWAYS AS AMENDED TO PRESENT. 00 ALL SEPTIC WORK AND MATERIALS TO CONFORM TO 310 CMR 15.00 TITLE 5. d" MIN. PEASTONE COVER ACCESS DRIVE WITH 3" OF SCREENED LOAM AND YARMOUTH HEALTH REGULATIONS. -` AND MIRAFI 140NS °o°o°o°° °O ooa °o AND HYDROSEED. 3. VERTICAL DATUM IS ASSUMED FROM QUAD. 8g3ga�°° 000 ° FABRIC OVER STONE CROSS SLOPE i% AWAY FROM BUILDING °°° 5'H -1J X 6'O°� H-10 0 °000 °oo ALONG LENGTH OF DRIVE 4. TOP OF FOUNDATION IS 0.2' BELOW RICH POINT IN ROAD - ,.. (2.2' HEALTH DEPT. VARIANCE IS REQUESTED)" ao 600 GAL. °oo 0000 SHORE AORRIEQUAL . a 000°8�°gS off 506-362-4541 - 00 O 0o O Oo O 00 O 00 O 00 O 00 0 00 0 00 O O O 5. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHTO-H 10 UNLESS NOTED. ° 0 'o°$°000000Qo$ 1 508 362 9880 0 00 00 00 00 00000000000000000 H ° 0 2p c. ox - 00 00 co 00 OO O O O O O O O O O O O O O O O O O O O O O O IN FROM KITCHEN SINKS' •' ;f_ THIS PLAN IS FOR PROPOSED WORK ONLY AND I$ NOT TO BE USED FOR PROPERTY LINE STAKING. CHURCH: 274 SEATS (3 GPD/SEAT) = 822 GPD DISHWASHER ONLY TO ST1 ULL FULL-71 EL. 14.1 too BASEMENT KITCHEN REMOVE TOPSOIL & SUBSOIL TO 15" AND COMPACT SUB -GRADE WITH 10 -TON VIBRATORY ROLLER Y 12" OF T -BASE REPROCESSED ASPHALT OR CONCRETE GRAVEL COMPACTED IN (2) 6" LIFTS TO 95% MOD. PROCTOR DENSITY WITH ^0 -TON VIBRATORY ROLLER 4"SCH40®1.59" TEE 1000 GAL H-10 AREA 21.39 ,' INV. AT BLDG GREASE TRAP 27 14 ONLY cV EL. 21.57 4' LIO. LEVEL 1. NOTE: PITCH SIDEWALKS 1/8" PER FT. MIN. AWAY FROM BUILDING. 5% MAX. SLOPE W1111OUT RAMP (HANDRAILS ETC.) 1" TOPCOAT MASS DPW /-"-- TYPE 11 BIT, ASPHALT 8" PROCESSED GRAVFL MDPW M1.0.3.1 VIB. ROLLER COMPACTED NOTE: COMPACT ALL RLL IN 6" LIFTS TO 95% MOD: PROC1)R DENSITY WITH VIBRATORY ROLLER COMPACTER. \� SIDEWALK CROSS SECTION NOT TO SCALE PARCEL P5 +16.66 +20.09 :�...�� ++;V3 +217.0"`:_:'' +18.53 n(il i -' c grovel filfed of +18.29 I 40 , r DRAINAGE CALCULATIONS: NEW CONSTRUCTION OF PARISH HALL AREA' DRAINAGE AREA DA1 - 4312 SF ROOF AREA, 25 YR STORM RATIONAL METH. O=CIA a 0.99(5.OIN/HR)(4312/43560)(448.8)/.7-315 SF USE (1) 600 GAL. LEACHPIT WITH 4' STONE - 374 SF O.K. PA�CEL\_p14 ACME OR EQUAL GAS 1 +2�2,on trench _+-� ! `� \6.32 BAFFLE �. \�� N, ---__.. +2o.o„2D.2z ��•. \ INFILTRgIONAARGE `- 6" GRAVEL & MECH. COMPACTION (TYP.) - -\_- PARCEL P3 C +19.9= +19 84 +,s.ar, 9q9 �'- +Ir 3z NEW SEPTIC COMPONENTS { NOT TO SCALE I I* r26, `� +20.23 +,_ ( II \---� I 16 +15.75 M I ENCHMA K: N + 0 w w �i +20 18 CONC. BOUND FND M . \ a 2 AT ELEV. 22.55 u N �Y ¢ 1 y u +20.1 Fi \ ----1 I 22.20 h .89 --��2a 20, 2 G I \78 l) 241.56 "�' - w O \vT"-'I' 04 p a I 0_ 4 0+20.22 �- I 1 ®2 3.05 •2 vt p 1__ +18.89 W \i- 4 d p. u 20.1 I v GRA L PAR IMG "'�..„ +1953 1 Q .86 O ..'�,�..+ '.2.06 I p > 2 4 I 0_ I hU?V4 22: `� .61" ?4 -SPACES - - N 4 YX..G13 + + 39J9 2-r1I yA PAVED DRIVE\ arn - {/ ds710e +i t- +211�.1 7 s sCES \ 21. 777, + +20.52 UQ III - - I.22 \ o r, G AWL PARK/ G 2.94 N+ 4 22.31 N +21.17 X1.03 +209 27 P 2 76 1 HI PT. 2 16 23.29 PAVED DRIVE WALK FLUSH \\ �>• 63 +20... 1 ROAD +23. <... n - b '1.30 PROPOSEC 6' PAVED WALKWAY (TYP,) p I 23.16 I _ WITH GRADE AL, WALKS TO 8E ADA COMPLIANT +20.03 +2q I 23f7 3.05 - U 3. 10� + ..8.37 I1 SPACE - 23.29 23.23 '� +20.82 U 20.03 1 +18.86 23.00 RELOCATED I +2t OB P°I�PCS D +20.66 SHED I G:ASE TRAP I caLANE 1EA _ i t -, ��. ° PARKING 150 SF FIRE I _`- SI , 4+22.77 X150-.- SEPT!TIN SASEXIS7 X- M,.I 77.+27.91 4 8 I 3' 23.1A 23.17 -1 ` y- � 21 1 1 "EFA J r p O D I 8 I< fi r, h I T 577T�,. t N Ex s 1 . WALK I c.aon+5 <„�,SUILDING I IE" 23- -• �� 7 . 9VE0�22.40] SWALKt. .1_ 4B0E lz l o -22 .0¢ G.?,, . 45 ( TRFF- I IA -e (NP.) 5 288 +20.61 '. .. +19 5 3 p2.9 y?2O.A PRppOSED 1 C- �:-s Til ,� lc. 1 I_- ..G� `£.- -__q,..., V N __ ii W 4 X _ 22.08 - -� .- ✓ v T5D -GAL-+7�4'- e .ht SEA -E_. .._yl- < `� .9'6 - ALK SEPTIC TANK ' FO ING AT TABLES vcl� 7 \ +21.33 I _ I _ G ^_.-W --'__._ +23. I FIRST 50 _ I D I I 0 •H - WALK JI FLOOR EL / 0 _W 2223 58 SF 23.0 .- PROPOSED GRAVEL FIRE LANE AREA I 0 PROPOSED p' 3 .IM AIR& -tpQ 2• �� p ED 12" T -BASE WITH 3" LOAM &SEED OVER I 00 -W f-'" 22.04LJ x PLAY REAS nZ „l, iA61, o, '� N D YWELL MATCH EXISTING GRADES I CN 1 21.980 �� •4 SiOkA.;� I \ , 21.66 �+Vv� .p.g1�7/. �+i7l�7fr rTTp�t _ A i N V 21.85^ EXISli G 6 �Vi�C x N I V FIRST FLOOR EL. 23.53 EXISTING GARDE 4"SCH40 PVC 8549SF AT 1% MIN. TYP. O 1 21.72 � ' L / - CONCRETE LANDING WITH I X 2 STEPS DOWN TO GRADE 1 - 21.69 22 80 X x- SIZE TO MA BLDG CODE AS 1 1 / 21.64 SHALL NOT PARK HE SIGNS SHOWN, TYP. EXCEPT FRONT HCP I I \ 21.63 21.66 +21.23 ACCESSIBLE ENTRANCE. I fl +19.41 +21.76 I +20 .61 FUTURE GARDEN .et +20.37 I I ry I 21.40 NEW/ ATER SERVICE \ LOCATION 1 I - . 21.43 l ELECTRIC ) LOAM & SEED AREA 1 B IDE, COORDINATE WIT}{ VENDCRS PASS DRAINAGE 21.43 IN ILTRATION AREA+21.56 NOTE: A SEPARATE WATER M ER SHALL BE 21.49 INSTALLED FOR THE LAWN �PRINKLER/GARDEN HOSE 0 I Zc SO THAT THE AMOUNT OF/WATER ENTERING 06 I THE SEPTIC SYSTEM CAWBE MEASURED. 216; n \ j 21.60 1.67 - +21.92 /-J +20.41 - - - - - - - - - - +21..5 +7.1.`.1 +2167 \ D3QPIFO P MEMORIAL GARDEN I N + ST.I MEMORIALSC 1URCHYARD I Area = 204,+625 Sq.ft i\ I I I I 4.70 Acres 20' BUFFER (ALL AROUND SITE) GRASSI7BAINAGE_- F'---"- ---"---------------- ------------------------------------------------------------------------------J -- --- -- I INFILTRATION AREA <\I . N N 590.92 PARCEL N6 �7 PARCEL N1 -7B NOTES I --21 1. THE LOCATION OF EXISTING UNDERGROUND UTILITIES SHOWN ON THIS PLAN IS +2090 6" LOAM & SEED DISTURBED AREAS APPROXIMATE. PRIOR TO ANY EXCAVATION ON THIS SITE, THE EXCAVATING 8" H-10 F&C (TYP.) CONTRACTOR SHALL MAKE THE REQUIRED 72 HOUR NOTIFICATION TO DIG SAFE - 4"OSCH-40 PVC AT i% MIN. EL.21.5f BARGEE NS ( (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, ADJUSTING BLOCKS/H-10 RISER - I 2. ALL CONSTRUCTION MATERIALS, COMPONENTS. AND METHODS EMPLOYED ON THIS EL 19 1 MORTAR ALL COMPONENTS PROJECT WORK SHALL CONFORM TO THE TOWN OF YARMOUTH SUBDIVISION REGULATIGf,S �(Tv.) 12' AND/OR THE MASSACHUSETTS DEPARTMENT OF PUBLIC WORKS STANDARD SPECIFICATIONS FOR BRIDGES AND HIGHWAYS AS AMENDED TO PRESENT. 00 ALL SEPTIC WORK AND MATERIALS TO CONFORM TO 310 CMR 15.00 TITLE 5. d" MIN. PEASTONE COVER ACCESS DRIVE WITH 3" OF SCREENED LOAM AND YARMOUTH HEALTH REGULATIONS. -` AND MIRAFI 140NS °o°o°o°° °O ooa °o AND HYDROSEED. 3. VERTICAL DATUM IS ASSUMED FROM QUAD. 8g3ga�°° 000 ° FABRIC OVER STONE CROSS SLOPE i% AWAY FROM BUILDING °°° 5'H -1J X 6'O°� H-10 0 °000 °oo ALONG LENGTH OF DRIVE 4. TOP OF FOUNDATION IS 0.2' BELOW RICH POINT IN ROAD - ,.. (2.2' HEALTH DEPT. VARIANCE IS REQUESTED)" ao 600 GAL. °oo 0000 SHORE AORRIEQUAL . a 000°8�°gS off 506-362-4541 - 00 O 0o O Oo O 00 O 00 O 00 O 00 0 00 0 00 O O O 5. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHTO-H 10 UNLESS NOTED. ° 0 'o°$°000000Qo$ 1 508 362 9880 0 00 00 00 00 00000000000000000 H ° 0 2p c. ox - 00 00 co 00 OO O O O O O O O O O O O O O O O O O O O O O O 6. THIS PLAN IS FOR PROPOSED WORK ONLY AND I$ NOT TO BE USED FOR PROPERTY LINE STAKING. CHURCH: 274 SEATS (3 GPD/SEAT) = 822 GPD o o°o °°o / EL. 14.1 15 CHILDREN (10 GALLONS/CHILD) = 150 GPD down cape engin eenng, Inc. CAVIL ENGINEERS REMOVE TOPSOIL & SUBSOIL TO 15" AND COMPACT SUB -GRADE WITH 10 -TON VIBRATORY ROLLER Y 12" OF T -BASE REPROCESSED ASPHALT OR CONCRETE GRAVEL COMPACTED IN (2) 6" LIFTS TO 95% MOD. PROCTOR DENSITY WITH ^0 -TON VIBRATORY ROLLER 7. 8. 9. 10. ALL STORM RUNOFF TO BE CONTAINED ON SITE. 6" LOAM AND SEED ALL DISTURBED AREAS NOT PAVED. ALL SEPTIC PIPING SCH-40 PVC UNLESS NOTED. COMPONENTS NOT R BE BACKFILLED OR CONCEALED WITHOUT INSPECTION BY BOARD E HEALTH AND PERMISSION OBTAINED fpr..- ROOF 3/4" -- 1 1/2" / DOUBLE WASHED STONE a' MIN. AROUND PITT DRAIN - SECTION cV ADJUSTED GROUNDWATER EL. 12.11 OBSERVED GROUNDWATER LAND SURVEYORS 939 main st. yarmouth, ma FIRE LANE SECTION NOT TO SCALE 11. 12. 13. 14. FROM BOARD OF HEALTH. OWNERS ENGINEER TO INSPECT SITE WORK. 24 NR. NOTICE REQUIRED FOR EXISTING BUFFER PLANTINGS,TO REMAIN, NOICHANGES PROPOSED. PITCH SIDEWALKS 1/8" PER FT. MIN. AWAY FROM BUILDING. ALL ROOF RUNOFF TO BE PIPED TO DRAINS AS INDICATED. 1% MIN. PITCH.E INSPECTIONS. r 1r. VERIFY 3 FIELD ',THE ANY OF,THE D -BOX PRIOR TO ANY PLUMBING OR SEPTIC WORK ON I - NOT TO SCALE - LEACHING: EL. 8.21 REF. SEPTIC INSPECTION REPORT BY TROY WILLIAMS DATED 3/28/02 01-350 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 II 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 NOTE: i THE PARKING CALCULAPON IS BASED ON THE CAPACITY OF IH`E ;AniCYUARY ONi_Y -..,-_ .,nV�,L lli Yi�K EtilL�li -J'v iM1E\L/.�. Win[ 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: EXISTING 6'x6' LEACH SWITHH1: E AND �1 EXISTING 6'x6' LEACH PIT OFFSTONE 427.38GPD AND (1) EXISTING 6'x5' LEACH PIT WITH 1' OF STONE 364.5 GPD 3 PROVIDED TOTAL CAPACITY: 1891 GPD '78 CODE TITLE 5 LEACHING SYSTEM REFERENCE: TITLE 5 SEPTIC SYSTEM REPORT BY TROY WILLIAMS DATED 3/28/02 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: I"=30' DATE: APRIL 19, 2002 REVISED: AUGUST 23, 2002 (FIRE LANE, WATER LINE/METER, REMOVE LEAN-TO SHED) 01 -4 -3102 - DA TE /23102DATE