HomeMy WebLinkAbout205 Old Main Street Site Plan of Land 2NOTE: 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
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"I.D. RISER
TO GRADE, MORTAR ALL COMPONENTS
NOTE: PITCH SIDEWALKS 1/8" PER FT, MIN. AWAY FROM BUILDING.
5% MAX. SLOPE WITHOUT RAMP (HANDRAILS ETC.)
1" TOPCOAT MASS DPW
TYPE 11 BIT. ASPHALT
�. /--2" BINDER
L' 8" PROCESSED GRAVEL
3 T
•f
10
24
IE INTO EXISTING D -BOX
-TEE
STI
TEE
4"SCH40PVC
1500 GAL H-10
20.62
12' AT 2%
�,
SEPTIC TANK
FROM ST1
5'-8" LIQ, LEVEL
GAS
'•
'
•'''� BUILDING20.87
'
ACME OR EQUAL
BAFFLE
;" 4"OSCH 40 PVC AT 17
oaoo° o oao�u
SEWER
SEWER ONLY
° ° ° ° ° °
2025.
'• -
MDPW M1.03.1 MB. ROLLER COMPACTED
NOTE: COk`PACT ALL FILL IN 6'[. LIFTS TO 957. MOD:
PROCTOR TENSITY WITH VIBRATORY ROLLER COMPACTER.
\� SIDEWALK CROSS SECTION
T.F. = FFLR 6" GRAVEL & MECH. EXISTING 20.08 EXISTING _- NOT TO SCALE 41 OJ
EL. = 23.0 COMPACTION TYP.) PLACE SPEED LEVELERS IN ALL
( VERIFY IN FIELD EXISTING OUTLET PIPES AND �` P WILLOW ST. x
gyp?
PRIOR TO ANY WATER TEST BOX FOR LEVEL PARCEL P5
PLUMBING
SEPTIC WORK
ON SITE +16.66
IN FROM KITCHEN SINKS m.. I I-— ., 7y
FULL & DISHWASHER ONLY T - _ ++,1 1, A sir' �y
BASEMENT 10» TO STI .� \ z
KITCHEN 4"SCH4001.57 TEE 1000 GAL H-10 !' /// �`--- I PA EL <
AREA INV. AT BLDG 21'39 GREASE TRAP +2b _ - _ _ ��19 \ C r' 0
ONLY EL. 21.57 4' LID. LEVEL 21.14 I _'� +is.53 14 0�
1.. ACME OR EQUALGAS0.o grovel
• �'.. ,! - » 12" - i lilletlnf
BAFFLE il t tre
nch� _ +I4
+ 6.32 NANT CKEi SjO
6" GRAVEL & MECH. COMPACTION (ttP.) +2o.o�iP0Y2 -„°a ��-`--'\` INA' DRAINqE
PARCfC P3 � +19.95 +1 s.8a 'N""' -RATION AREA i
NEW SEPTIC COMPONENTS +1966 -_w- 399 - - - --
NOT 70 SCALE LOCATION MAP
1
+20.23 +2 5 - 7 1'\ 16 I
+2 .68 +2 +20.25 + 81 +1s.75 ASSESSORS MAP 51 PCL 38 (OLD MAP 45, PARCEL P11) it
p0 _ I '76 BUILDING ZONE: RS -25, NOT IN APD
BENCHMARK: nl w +20.18 I MIN. LOT SIZE: 25,000 S.F.
CONC. BOUND FND M ,,. e z W I MIN. FRONTAGE: 150'
22. Z
-"- AT ELEV. 22.55 + ti - ¢ a v +20.16 4 I I '' SETBACKS:
FRONT-30'
a a a
241.56 v - y z v p / zo.. o r0 SIDE= 15'
2 m 4 rn a d -/ 04 I 6 a- REAR=20'
3. e
2_ GRA L PAR LNG Q a v0. Q+2o.2z �` 1 •,J FLOOD ZONE C, 250015 0004 C
1 0, +u w 2°.�( -- i-_\ +1e. -s9 � MAX. BUILDING COVERAGE: 25%
w
90 .6�i _ C W + 2.06 > p, U +19.53
1 - - _ N j gg. + _ z Q p Q COMBINED LOT AREA = 204,762 S.F.
AID DRIVE PACES D y' y U a- EXISTING BUILDING COVERAGE = 11,006 SF = 5.4%
? (7 5 5 ACes m 40 +2°.7s +� �rs +u� a V) j DEMOLITION OF 577 SF, NEW CONSTRUCTION 3,658 SF
I + 3.01 d9F z1. _ 1 PROPOSED BUILDING COVERAGE = 14,088 SF = 6.9%
> 1 DATUM: ASSUMED FROM DENNIS QUAD MAP
+ .409 ._ +20.52
G "VEL PARKI G 2'94 N+- 4 N :1.22 1
16 EXISTING USE: CHURCH, ACCESSORY THRIFT SHOP, DAYCARE
HI PT. 2, 22.31 N +21.,7 �+ 1.03 _
ROAD 23,29 +23 PAVED DRIVE +209 2 .78 1 PROPOSED USE: CHURCH, ACCESSORY THRIFT SHOP, DAYCARE, PA
>7.3Q WALK FLUSH 63 +20- I
23'67 ; 45 WITH GRADE PROPOSED PWED WALKWAY (TYP.) 1
1 + 3. _ 37 ALL L' -S TO BE ADA COMPLIANT +20.03 +7 I
1 23.29 23.23 _�2t�, + _ �t 11 SPACES ° I
23.4° ` �° �, +20.52 1 +1866 PARKING CALCULATIONS:
`C" I RELOCATED 20.03 1
23 1 \ +21 OB P POUD +20.66
�•
U
,E a- - ' __ 1 00 PL SHED I SANCTUARY: 274 SEATS (1 SPACE/3 SEATS) = 92 SPACES
==U4 _� G EASE TRAP FIRE LANE 150 SF I TOTAL NEEDED: 92 SPACES
O.0 �� 21.50 i, PARKING I �..
x Pel 47 ® ,.10 /SION I TOTAL PROVIDED: 99 SPACES
2 ++2 2 x - ® / 1 HANDICAP: 76-100 SPACES 4 HCP SPACES REQUIRED
34' 23.1 z, 23.17 +zz.77 ��,�_ SEPTiSTING. EXIST. _ �; -x-_'- • ">� 6 I HANDICAP PROVIDED: 5 SPACES
I \41 23.0 I I O D i T \ ExtsTl 21_(1 I
`Z WALK I cnaoEN g - 4, .6 K1!'C - UILDI G 578
23 + 3. g."_%- .-_ F7Y Oxy ; •.)'xT0_BE S 20- I
.62 289 S N /2 951 A 1 S C/,yS ab. " q`�3REM 2' 45 1 - NOTE:
I f. I _ EXIS TREELINE (TYP.) 1
GV 1 "s i2. -~' 3 / o j�j�(� y 21 HHD I THE PARKING CALCULATION IS BASED ON THE CAPACITY OF
i7
I E"•._ - C �N N +y> 2PROP.5 PAVEDA22.40] WALK 2.9 � � +20.61 I +10. s THE SANCTUARY ONLY SINCE OTHER BUILDING AREAS ARE
_G zz 0.8 .e__ _ 2'D�+ 3 !` - I I OCCUPIED WITH INDIVIDUALS LEAVING THE SANCTUARY AFTER
1 THE CLOSING OF THE SERVICE OR USING DIFFERING HOURS.
[� •. -•'- j �'7 ,_ W-_ - PRO,OSED W ' k r`'e-„�-�.. �IQ �'<� .. \�� -
W •BS WALK SEPTIC TANK k SEA:;NL)R ISO -
22.23 WALK +23. J F S' F'OOP T TABLE'S � 0 I +21.33 - -�
ti I N.�+ ,o ;5g, SF EL. 23.0 2 I
-W (�� 22.04w 1 PROPOSED r, 3, l _ PROPOSED GRAVEL FIRE LANE AREA I d
x PLAY REAS C' ^'' AIR & - 40.2' ,.;; P SED 12" T -BASE WITH 3" LOAM & SEED OVER I 00 _J
o TABLE D YWELL MATCH EXISTING GRADES I � w SEPTIC CALCULATIONS:
-(22.33 _`' V
A I N 21.85 2\� t_ 25.1 1 tY
' N 21.85 EMSTII®TG CPU C x x ti, ���^? 1 i a DESIGN FLOW
O FIRST FLOOR EL. 23.53 i a"sct+ao PVC
I CHURCH: 274 SEATS (3 GPD/SEAT) = 822 GPD
1 21.72 '8 49'SF EXISTING GARDE / 1
21.69 x� /I - " AT 1% MIN. TYP. CONCRETE LANDING WITH
1 x x i DSYCHILDREN0010 GALLONS/CHILD)
S.F.) = 15 CHILDREN
' --- 21 64 -._-- 22.80 K-_____� 2 STEPS DOWN TO GRADE
1 U SHALL NOT PARK HER E" SIGNS SIZE TO MA BLDG CODE AS I ( /CHILD) = 150 GPD
1 21.63 21.66 SHOWN, TYP. EXCEPT FRONT HCP I 972 GPD FOR DESIGN FLOW FOR MAIN BUILDING
t 'T3131 + .73 +21.75 +21.23 ACCESSIBLE ENTRANCE. 1
^� x1
I 21.40 FUTURE GARDEN +20.61 +20.37 I +19.PARISH HALL: 150 SEATS (3 GPD/SEAT) = 450 GPD
1 NEW ATER SERVICE LOCATION I
I 21'43 U ELECTRIC - j LOAM & SEED AREA I DIFFERING HOURS OF USE SO FLOW NOT CUMULATIVE.
I RASS DRAINAGE 21.43 B IDE. COORDINATE WIT VENDORS I
\ 1 CHURCH SEPTIC TANK: 972 GPD (1.5) = 1458 GAL
IN ILTRATION AREA .49 NOTE: A SEPARATE WATER M IN SHALL RD I USE EXISTING 1500 GAL SEPTIC TANK
I 21.0.9 INSTALLED FOR THE LAWN SPRINKLE HOSE
SO THAT THE AMOUNT OF WATER ENTERING + -�� 20.00 PARISH HALL SEPTIC TANK: 450 GPD 2.0 = 900 GAL
1 THE SEPTIC SYSTEM CA BE MEASURED. 21 63 '.."� USE PROPOSED 1500 GAL SEPTIC TANK )
21.64 1.51 I
1 0 +21.92 +zoa USE PROPOSED 1000 GAL GREASE TRAP FOR KITCHEN FLOW
- - - - - - - ----------
I I I I LEACHING:
N
IN so i I +21. 5 1 (2) EXISTING 6'x6' LEACH PITS WITH 2' OF STONE (549.8 GPD E
4°3p oR� 1 i N +21.5, +2, 67 o a 1) EXISTING 6'x6' LEACH PIT WITH 1 ' OF STONE 427.3 GPD A
I pP I MEMORIAL GARDEN I 1 (0 w (1) EXISTING 6'x5' LEACH PIT WITH 1'. OF STONE 364.5 GPD F
ST. DAV OS 1
LOTS 1 & 2 1 + �9 TOTAL CAPACITY: 1891 GPD '78 CODE TITLE 5 LEACHING SYSTE
MEMORIAL C URCHYARD i Area = 204,762 sq.ft a
+e 50
1 �'\ O- REFERENCE: TITLE 5 SEPTIC SYSTEM REPORT BY TROY WILLIAMS DATED 3/28/02
I 1 4.70 ACreS '
I-----------------GROSSAGE__ {------ ---"'--
INFILTRATIONTION AREA -^-•---- ------ - - - - - - - - - - - - - - - - - - - - - - - ---------------- 20BUFFER (ALL AROUND SITE) ------------ --------------------1 2p
I 1 I
0
N � 590.92 �
PARCEL N1 -7B PARCEL N6 �
+21s'
TES: �-� 21 - ---2,
1. THE LOCATION OF EXISTING UNDERGROUND UTILITIES SHOWN ON THIS PLAN IS +2f7-^0 6" LOAM &SEED DISTURBED AREAS SITE PLAN OF LAND AT #205 OLD MAIN ST
i APPROXIMATE. PRIOR TO ANY EXCAVATION ON THIS SITE, THE EXCAVATING B" H-10 F&C (TYP,) SHOWING NEW PARISH HALL AT SAINT DAVID'S EPISCOPAL CHUR(
CONTRACTOR SHALL MAKE THE REQUIRED 72 HOUR NOAFICATION TO DIG SAFE � 4"OSCH-40 PVC AT 17 MIN. EL21.5±
PARCEL N8 (1-888-344-7233) AND ANY OTHER UTILITIES WHICH MAY HAVE CABLE, PIPE OR FROM ROOF DRAINS 7rT�
EQUIPMENT IN THE CONSTRUCTION AREA FOR VERIFICATION OF LOCATIONS. ~"-"-"� (SO lJ j H} YARMOUTH, MA
2. ALL CONSTRUCTION MATERIALS, COMPONENTS, AND METHODS EMPLOYED ON THIS ADJVSTING 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.) PREPARED FOR:
SPECIFICATIONS FOR BRIDGES AND HIGHWAYS AS AMENDED TO PRESENT.
ALL SEPTIC WORK AND MATERIALS TO CONFORM TO 310 CMR 15.00 TITLE 5. l ` •` \ 4" MIN. PEASTONE
COVER ACCESS DRIVE WITH 3" OF SCREENED LOAM AND YARMOUTH HEALTH REGULATIONS. SAINT DAVID'S EPISCOPAL CHURC
AND HYDROSEED. o 0000O AND MIRAFI 140N5
3. VERTICAL DATUM IS ASSUMED FROM QUAD. FABRIC OVER STONE
CROSS SLOPE 1% AWAY FROM BUILDING
H RIVE 4. TOP OF FOUNDATION IS 0.2' BELOW HIGH POINT IN ROAD 5'-0 X 6'0 30 0
ALONG LENGTOF D ' °°°° ° °°°°°° 30 60 90 Feet
(2.2HEALTH DEPT. VARIANCE IS REQUESTED)
0 000 H-10 o�oQo
i ° °o°o°o0 600 GAL.
° °°0. °°°° SCALE: 1 "=30' DATE: APRIL 19, 2002
off 506-362-4541 0o o 0o O 0o O 0O O 00 O 00 0 00 0 00 0 00 O 00 0 5. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHTO-H 10 UNLESS NOTED.00Oo oOo o°O pSHO EYA ORPIEQUAL ;0$000°o"o
fox 508 362-9880 a o °o ° °o ° °o ° °o ° °0 0 °0 0 °o 0 00 0 00 0 00 gogog���o 00DOR0ogo REVISED: AUGUST 23, 2002
O 0 O O O O O 0 O O O 00 0 O 0 6. THIS PLAN IS FOR PROPOSED WORK ONLY AND IS NOT TO 0000�o,°oea .00Q 0000 °o (FIRE LANE,
BE USED FOR PROPERTY LINE STAKING. REMO
REMOVE TOPSOIL & SUBSOIL TO 15" AND COMPACT SUB -GRADE WITH EL. 14.1
down cape engineering, In L', 10 -TON VIBRATORY ROLLER 7. ALL STORM RUNOFF TO BE CONTAINED ON SITE.
' 12" OF T -BASE REPROCESSED ASPHALT OR CONCRETE GRAVEL 8' 6" LOAM AND SEED ALL DISTURBED AREAS NOT PAVED. 3/4" - 1 1/2" / iN SIH OF
9. ALL SEPTIC PIPING SCH-40 PVC UNLESS NOTED. DOUBLE WASHED STONE ADJUSTED GROUNDWATER ���
COMPACTED IN (2) 6" LIFTS TO 957 MOD. PROCTOR DENSITY a' MIN. AROUND PIT p y `YN 01 M
CIVIL ENGINEERS WITH 10 -TON VIBRATORY ROLLER 10. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT EL. 12'1± RNE H.
AANE���y
e C INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED ROOF_ DRAIN SECTION CIVIL H
LAND SURVEYORS FIRE LANE SECTION FROM BOARD OF HEALTH. ___ OBSERVED GROUNDWATER ,ago
11. OWNERS ENGINEER TO INSPECT SITE .WORK. 24 HR. NOTICE REQUIRED FOR INSPECTIONS; NOT TO SCALE EL. 8.21
939 main st. yarmouth, ma NOT TO SCALE 12. EXISTING BUFFER PLANTINGS'.TO REMAIN, NOICHANGES PROPOSED. 15 VcRIr' IN FIELD THE ELEVATION REF. SEPTIC INSPECTIONgN Fs `T(R���Q3 �23�o2
13. PITCH SIDEWALKS 1/8" PER FT. MIN. AWAY FROM BUILDING. OF THE L -FOX PRIOR TO ANY REPORT BY TROY WILLIAMS /pNAL E
14. ALL ROOF RUNOFF TO BE PIPED TO DRAINS AS INDICATED. 1% MIN. PITCH. PLUMBiP'G OP, SEPTIC WORK ON SITE - DATED 3/28/02 `DA7•E•
01-350 •
a -... ,