HomeMy WebLinkAboutDecision 3788 - Site Plan: o
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
SLAB-T.FOUND.=, EL. 23.0
NEW 24"CAST IRON
PROVIDE NEW RISER TO GRADE
OVER D -BOX WITH LIGHT DUN
CAST IRON FRAME AND COVER
BLOCK UP D -BOX, 24"I.D. RISER
/TO GRADE. MORTAR ALL COMPONENTS
r
LEACHING PIT
\
?1.13
A
t0"
2'
''
TIE INTO
EXISTI:JG D -BOX
2'
STONE
C
6'X5' WITH
"
STONE
'
TEE ST1
TEE
STONE
LEACHING:
EXISTING 6'x6' LEACH PITS WITH 2' OF STONE (549.8 GPD
EA.) AND
�2)
1) EXISTING 6'x6' LEACH PIT WITH 1' OF STONE 427.3 GPD)
!�
SC 40 PVC
1500 GAL H-10
TOTAL CAPACITY: 1891 GPD '78 CODE TITLE 5 LEACHING SYSTEM
20,62
12' AT 2%
'�, SEPTIC TANK
'1
FROM ST1
,
FROM
FROM
20.87
5'-8" LIO. LEVEL
:', ACME OR EOUAL
GAS
BAFFLE::
4"OSCH
40 PJC AT 1Y<
0 0 0 0 0
oo°o°°o°°o eo°000°o
BUILDING
o 0 0 0 0
SEWER ONLY
-
::.'
•EXISTING
20.25
20.08 EXISTING
T.F. = FFLR 6" GRAVEL & MECH.
PLACE SPEED LEVELERS IN ALL
• EL. 23.0 COMPACTION (NP.)
VERIFY IN FIELD
EXISTING OUTLET PIPES AND
PRIOR TO ANY
WATER TEST BOX FOR LEVEL.
- PLUMBING CR
SEPTIC WORK ON SITE
IN FROM KITCHEN SINKS
•' •'
& DISHWASHER ONLY
- TO STI
FULL
t0"
BASEMENT
KITCHEN
-
4"SCH4001.5%
��
TEE
1000 GAL H-10
AREA
21.39
INV. AT BLDG
GREASE TRAP
�. 21.14
EL 21 57
4' LIQ. LEVEL
LEACHING PIT
DESCRIPTION
15 CHILDREN (10 GALLONS/CHILD) = 150 GPD
A
6'X6' WITH
2'
STONE
B
6'X6' WITH
2'
STONE
C
6'X5' WITH
V
STONE
D
6'X6' WITH
1'
STONE
NOTE: PITCH 'JDEWALKS 1/8" PER FT. MIN. AWAY FROM BUILDING.
5% MAX. SLOPE WITHOUT RAMP (HANDRAILS ETC.)
1" TOPCOAT MASS DPW
/-`-`- TYPE 11 BIT. ASPHALT
8" PROCESSED GRAVEL
MDPW M1.03.1 VIB. ROLLER COMPACTED
NOTE: COMPACT ALL FILL IN Vt LIFTS TO 95% MOD:
PROCTOR DENSITY WITH VIBRATORY ROLLER COMPACTER.
+20.09
r
+26.0
grovel /JI
NOT TO SCALE
+16.66
7
�yy�
19
+18.53 � 1
+18.2
PARCEL P5
DRAINAGE CALCULATIONS:
NEW CONSTRUCTION OF PARISH HALL AREA:
DRAINAGE AREA DA1 so 4312 SF ROOF AREA, 25 YR STORM
RATIONAL METH. Q=CIA - 0.99(5.OIN/HR)(4312/43560)(448.8)/.7-315 SF
USE (1) 600 GAL. LEACHPIT WITH 4' STO IE - 374 SF O.K.
PA�CEL\-P74
ONLY ACME OR EQUAL t. U;,S 1 \.'✓:Y°n trench -�__�� \+76.32
-
i; 1,2 'I BAFFLE 1i _
20.0 NATURAL 20.22 _ \ 04 INFILL TI DRAINAGEAt
6" GRAVEL &MECH. COMPACTION (NP.) UU,
AR pp \+19.84
PARCEL P3 A +19:95 +79.A6 `999 +16.32 - 1
NEW SEPTIC COMPONENTS �tl '
NOT TO SCALE 5--- I 76 +x,5.75
+20.23 +2�'
+2
+20.25 �__- + '81� �l,q
BENCHMA K: N Uw 9 +zo 18 I
0 to
CONC. BOUND FIND M . - 0. a Z w
AT ELEV. 22.55 + N 1 Q I I �j +20.16
Om
GEND
CATCH BASIN
Q) UTILITY POLE
n GUY WIRE
I
LIGHT POST/ YARD LIGHT
ylo FIRE HYDRANT
FREESTANDING SIGN
EXISTING WATER LINE
-w-PROPOSED WATER LINE
• PROPOSED ACCESS COVER
EDGE OF'PAVE NO BERM
GAS LINE
WATE2 GATE
+21.85- EXISTING ELEVATION
[25.03] PROPOSED ELEVATION
---41- EXISTING CONTOUR
--E PROPOSED CONTOUR
PROPOSED SHRUB
EXISTING TREE
EXISTING TREE
22. .89 "�� ._ a N a 0 20.2 o s 1 Aj7 M
241-56 4 0-
3.05 GRA ' rn 11 20.1 U
4 +2c0--,I0I I 0'
r _ I `"'- . +19.53 I
49 _ L PAR INC � w B o, U 0 8
(I _ .86 0 w + .7..06 1 > z a I Q
�� +
I AVED DRIVE \ m AO _ +20.75 -�'r 65 +2[Q. o' p 1
2 >)7 5 SPJgCES •"� \ . _ - _ _ _ �.�s. 21. it +zo.sz ; ,>
1 Q I
� I
22 c7 2 .78 !
+ 149 -'
G AVEL PARKI 2.94 w _ { u
N +21 .17 1.03 +209
HI PT. 23 76 23.29 22.31 PAVED DRIVE L4 1 1�,�FC FLUSH -..� 63 +20...
ROAD +23.3 *" 11.30 WITH�GRADE PRO, OSEO PAVED WALKWAY (NP.) 1
23.16 1 23.67 _ +.37 t t JPAC�� LKS TO BE ADA COMPLIANT +20.03 +2 0
It.Z3.453 +18.8(
23.29 23.23 ` t2 r +20.92 RELOCATED 20.03
23.40
o` I +z oe P POS D +20.66 SHED I
"1'� 1 00 G L LANE
4 150 SF
I'•, as =w 1' ' T 27.50 .IG EASE 1RAP SI0EPARKNG
i y ozz. 1 47 0 1
o !- z +
-34'\\.^� 23.tA 23.17 +22.77 Via, 80 _.-SEPTISTING X
EXIST.
Xt-+21�.6�1TI 6 21. 1 i
EXIS
23.0 3. 4 "c aocn 5 0 0! D i iS.6 K t UILDING S I
WALK 1 ^ ATO. BE_' zo.
23� 3. . S�C/A;1, ,.. '4Z.3REM0 1 i a5
�q��.a�pty `.62 288 _ NE
5 �' / a... 951.\`311 i3 1". °.�..y=�.1. SHED '__E1 ( 1_.. +10..5
I ' F.�2•.•_.... - 3. - / O S-� II..C,;"�i��� 21.0
I :5: � -. +y'C. 2 PROPS PAVED422.40) WALK 2.9= !. 3��]iyCr aY
_PROPOSED
W .
N ; ._i--" -G" f._. N 2_. \ ! _41, _ W I.arh►1t�i N 1
"I l 2248 w ._:_--: 0 .95 - +21 33
'-t50'O-GAL�WiTT4- .5 ', �
ALK . SEPTIC TANK S o
G ` - _-_ F 150 TABLES "r O
IR 1 O I
- 22.23 WALK �- v J 3658 SF EL, 23.0- �_ / _ PROPOSED GRAVEL FIRE LANE AREA ui
I __ {�, PROP SED 3. ��: ATR & 4p, �� P fPOSED 12" T -BASE WITH 3` LOAM &SEED OVERCO
(" 22.04w 1< PLAY REAS n '� D Y*NELL MATCH EXISTING GRADES N
TABLE o
r 21.98¢ To� `�\( sro s T 22333 _
21.86 2
EXISTING CEIM
fa i N 21.85 FIRST FLOOR EL. 23.53 EXISTING GARDE 4"SCH40 PVC
- 21.72 �8 49 ASF X� AT i% MIN, NP. CONCRETE LANDING WITH 1
2169 2280 X X� 2 STEPS DOWN TO GRADE I
I 21.64 SHALL NOT PARK HERE" SIGNS SIZE N, MA BLDG CODE AS I
I 21.63 21.66 SHOWN, NP. EXCEPT FRONT HCP 1
I +2t23 ACCESSIBLE ENTRANCE. I +j9.41
I N 11,40 �� + 73 +21.76 FUTURE GARDEN +20.61 I
.61 + 20.37
21.40 �� NEW ATER SERVICE LOCATION I
J.G 'ELECTRIC LOAM & SEED AREA
21.43 1
I BESIDE, COORDINATE WIT VENDORS I
JRASS DRAINAGE 21.43
INFILTRATION AREA2156 NOTE: A SEPARATE WATER MF�TER SHALL BE I 2C
.
I INSTALLED FOR THE LAWN SPRINKLER/GARDEN HOSE
21.49
I SO THAT THE AMOUNT OF/WATER ENTERING \\ 1
THE SEPTIC SYSTEM CA BE MEASURED. 21.65 L
I 1
I 21.58 1s1
. I +21 92 +20.41 1
I I
IN .50 I I +21. 5 1
IN I I
\� 1 }21.51 +21.67 1
I
<e o3pP�o pP MEMORIAL GARDEN j N
MEMOR DAVIIAL URCHYARD i Areo = 204,762 Sq.ft 1\\
1 1 I 4.70 ACr'e1s50t
I I 20' BUFFER (ALL AROUND SITE) _ ___________________J
-__-.-______ -_GRASS �RAINAG£___ -.--___ ___--_ _- __-___ _ __..._________-__._-.______ __________________'{ - - _-
INFILTRATION AREA 1 -- J of --v`
L----_ -
N 590.92 r
+[1.06
PARCEL N1 -7B w PARCEL
ZN6 21 ----21 NOTES:
+20.90 6" LOAM &SEED DISTURBED AREAS
1. THE LOCATION OF EXISTING UNDERGROUND UTILITIES SHOWN ON THIS PLAN iS- 8" H-10 F&C (TYP.)
APPROXIMATE. PRIOR TO ANY EXCAVATION ON THIS SITE, THE EXCAVATING 4"OSCH-40 PVC AT 1% MIN. EL21.53
CONTRACTOR SHALL MAKE THE REQUIRED 72 HOUR NOTIFICATION TO DIG SAFE
PARCEL N8 ` (1-888-344-7233) AND ANY OTHER UTILITIES WHICH MAY HAVE CABLE, PIPE AR FROM ROOF DRAINS
EQUIPMENT IN THE CONSTRUCTION AREA FOR VERIFICATION OF LOCATIONS. ADJUSTING BLOCKS/H-10 RISER
2. ALL CONSTRUCTION MATERIALS, COMPONENTS, AND METHODS EMPLOYED ON THI; El 19 1 MORTAR ALL COMPONENTS
PROJECT WORK SHALL CONFORM TO THE TOWN OF YARMOUTH SUBDIVISION RE()LATIONS �(TYP.)
12' I AND/OR THE MASSACHUSETTS DEPARTMENT OF PUBLIC WORKS STANDARD
SPECIFICATIONS FOR BRIDGES AND HIGHWAYS AS AMENDED TO PRESENT. °oo°Oo°oo, \ 4" MIN. PEASTONE
ALL SEPTIC WORK AND MATERIALS TO CONFORM TO 310 CMR 15.00 TITLE 5. °000" °000 AND MIRAFI 140N5
COVER ACCESS DRIVE WITH 3" OF SCREENED LOAM AND YARMOUTH HEALTH REGULATIONS. o o o ;o°o°o 0 0
AND HYDROSEED. °`o°o°° °°° FABRIC OVER STONE
3. VERTICAL DATUM IS ASSUMED FROM QUAD. °°°°
o000000e°o• $'-0" X 6'0oo0o °o°ao
CROSS SLOPE 1% AWAY FROM BUILDING °o°°°o o° o 0 0°0
4. TOP OF FOUNDATION IS 0.2' BELOW HIGH POINT IN ROAD ,o°o°00000 0 GAL p o0 0 0 0
U ALONG LENGTH OF DRIVE a o o
(2.2' HEALTH DEPT. VARIANCE IS REQUESTED) 000° 600 CAL.
00000°000 e o 0 0
0000°o o° � LEACHPIT
�i �^ �� `/ V`�•UY/ /' ' / /' o o < 00000°¢°o
•' °00000°oo SHOREY OR EQUAL o
O OOOOOOOLO 00 O0O 00 00 O 0
OO OO O O OOOOoO0
off 508-362-4541 0OO0O
O 5. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHTO-H10 UNLESS NOTED,
00 C 00
fax 508 362-9880 0 0 0 C O00O0C00 00 00 0O 0 ooa°0000e °o °ooo°°° °°o
°o
ooapavaoo 00000°000
90
20
O O O O O CO O O O O O O O O 0 0 O O O 6. THIS PLAN IS FOR PROPOSED WORK ONLY AND IS NOT TO EL. 14.1
V REMOVE TOPSOIL & SUBSOIL 0 15" AND COMPACT SUB -GRADE WITH BE USED FOR PROPERTY LINE STAKING. /
7. ALL STORM RUNOFF T0. BE CONTAINED ON SITE. / N
10 -TON VIBRATORY ROLLER 3/4" - 1 1/2"
down cape engineering, Inc. 8. 6" LOAM AND SEED ALL DISTURBED AREAS NOT PAVED. DOUBLE WASHED STONE ADJUSTED GROUNDWATER
12" OF T -BASE REPROCESSED ASPHALT OR CONCRETE GRAVEL 9. ALL SEPTIC PIPING SCH-40 PVC UNLESS NOTED. 4' MIN, AROUND PIT EL. 12.11
COMPACTED IN (2) 6" LIFTS TO 95% MOD. PROCTOR DENSITY
CIVIL ENGINEERS WITH 10 -TON VIBRATCORY ROLLER 10, COMPOTIONT BY BOARD OF HNOT TO BE AEALTHLAND PERM SS ONED OR E OBTAINED ROOF
DRAIN S E C TI O N OBSERVED GROUNDWATER
FIFE LANE SECTION FROM BOARD OF HEALTH. EL. 8.21
LAND SURVEYORS 11. OWNERS ENGINEER TO INSPECT SITE WORK. 24 HR. NOTICE REQUIRED FOR IM>PEC710NS, NOT TO SCALE
NOT TO SCALE 12. EXISTING BUFFER PLANTINGS` -JO REMAIN. NO"CHANGES PROPOSED.' REF. SEPTIC IN Y WLU;,
939 main st. yarmouth, ma 15. VERIFY IN FIELD THE ANY
REPORT BY TROY WLL':MS
13. PITCH SIDEWALKS 1/8" PER FT. MIN, AWAY FROM BUILDING. OF THE 0 -BOX PRIOR TO ANY GATED 3/28/02
14. ALL ROOF RUNOFF TO BE PIPED TO DRAINS AS INDICATED. 1% MIN. PITCH. PLUMBING OR SEPTIC WORK ON SITE
ffiw--------- -___ ___..-------------- -- s
01-350
00 gyp.
310
O
FORFS ��•1-
T
,y 5•\R
OQ-P �q\N
o W p 0\O LOCUS -
2y S POND �
' N Q
� O
G O
WILLOW ST. x �
N .LSP
ROTC 2$ 2
z
� A
j
X
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
NOT7:
T;-ir rAOAn:; '/
THE SANCTUARY ONLY SINCE OTHER BUILDIPaG AREAS „ tcE
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 PITS WITH 2' OF STONE (549.8 GPD
EA.) AND
�2)
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 3/28/02
SITE PLAN OF LAND AT ##205 OLD MAIN STREET
SHOWING NEW PARISH HALL AT SAINT DAVID'S EPISCOPAL CHURCH IN
a
( SOUTH) YARMOUTH, MA
PREPARED FOR:
SAINT DAVID'S EPISCOPAL CHURCH
30 0 30 60 90 Feet
SCALE: 1"=30' DATE: APRIL 19, 2002
REVISED: AUGUST 23, 2002 (FIRE ERNE, wATFR}NE%METER, j
REMOVE LEA -TO SHED) 0 �
611 .
r7
I
�,,1N OF
Of
ARNEH. tiN ��\Yd M4S�cy_ - -
dILA ARNB .9 J
IN
ONAI
DATE