HomeMy WebLinkAbout205 Old Main Street Site Plan of Land 10NOTE: 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"CASTIRON COVE BLOCK UP D -BOX, 24"I.D. RISER
TO GRADE, MORTAR ALL COMPONENTS
NOTE: PITCH SIDEWALKS 1/8" `ER FT. MIN. AWAY FROM BUILDING.
5% MAX. SLOPE WITHOUT RAM--' (HANDRAILS ETC.)
1" TOPCOAT MASS DPW
TYPE 11 BIT. ASPHALT
2" BINDER
DRAINAGE CALCULATIONS:
NEW CONSTRUCTION OF PARISH HALL AREA:
DRAINAGE AREA DA1 - 4312 SF ROOF AREA, 25 YR STORM
RATIONAL METH. O=CW - 0.99(5.OIN/HR)(4312/43560)(448.8)/.7-315 SF
USE (1) 600 GAL. LEACHPIT WITH 4' STONE - 374 SF O.K.
8- PROCESSED GRAVEL
TIE INTO ExISTtNG D -BOX MDPW M1.03.1 VIB. ROLLER COMPACTED
raDIN 70" 24"
TEE ST1 TEE LEACHING PIT DESCRIPTION NOTE: COMPACT aLL FILL IN 6" LIFTS TO 95% MOD.
HaO PVC 1500 GAL H-10 20.62 - A 6'X6' WITH 2' STONE PROCTOR DENSIT.' WITH VIBRATORY ROLLER.COMPACTER.
T 2% SEPTIC TANK FROM ST1
5'-8" LIQ. LEVEL GAS00 °°B 6'X6' WITH 2' STONE C 6'X5' WITH V STONE
20 87 ACME OR EQUAL BAFFLE ,• 4'mSCH 4D PVC AT 1 % $^a°°$°°o o°°°°O°° D 6'X6' WITH 1' STONE SIDEWAl.. CR0SS SECCTION0NG °R ONLY
` • •• ,t - • .: 20.25 20.08 EXISTING - NOT TO SCALE
EXISTING
T.F. a FFLR •6" GRAVEL & MECH. VERIFY IN FIELD PLACE SPEED LEVELERS WALL '^'-� ! PARCEL PS
EL. 23.0 COMPACTION (TYP.) EXISTING OUTLET PIPES AND
PRIOR TO ANY WATER TEST BOX FOR LEVEL
• PLUMBING OR
tLI`IIC WORK ON SITE ._ +16.66 fi 77
- +20.09
IN FROM KITCHEN SINKS
FULL & DISHWASHER ONLY .. TO ST1 ^ _. i" i-�- I PA CEL 14
BAS-. MENT 10� _ _-
KITCHEN 4`SCH40®1.5% 21 39 TEE 1000 GAL H-10 �"�i�.
+2P. 0 +18.53 lg� AREAINV.INV. AT BLDG GREASE TRAP 21 14 ' pp 9r°veIfilled 6G `� o - +182
. LEVEL If
ONLY EL. 21.57 ACME OR EQUAL C,Ag :10.40 i+l�larg�ion trend ^--'� �� R
6.32
:, 0 ��1�}12YBAFFLE d� +20.0,�2U ,2 U4�NATURAL ORAINAC 6" GRAVEL & MECH. COMPACTION (NP.) -_-_ONAREA+19.95 ��1984 \ PARCEL P3 \+19.86 -
NEW SEPTIC COMPONENTS 1� +,6-32
NOT TO SCALE _
+20.23 +2 I 16 +15.75
+�.68 _ +20.25 + J.81� I •76
+z I
� I
BENCHMARK: N In W +20.18 8 I \
CONC. BOUND FND M
+
AT ELEV. 22.55 cry. N Y a P +20.16 '
22.- ; 89 N a ,^ W 20.2 o m I \18 t7
241.56z u N d 04 I a
° y Q
12 _ n' Ip U+2022
.I1iI I J
\ OS 4 .49 r• -_ GRA L PA ING - ! U. o. o, --+21 voi N U 20,1 i +18.89 U
_ 1
! - - 86 0 + 206 l' Q A Z a I d
+ y JllJ X
®`-SPt10E5
f!7 5 S z\� _ D-D.R41VE - m h0 " +20.75 � + j65 +24 1 w j
21.
^C - _ n 'S
_ 2 +20.52 NII
! ES
+ 3.01 - - _1.22 \ n � � 2 .78 I
+ 1979 �" '
AVEL PARKI G '2.94 N+ 4 N
N +21.17 'h21.03 +20 9
22.31 \ PAVED DRI `.- +2D. I
ROAD 2Hl PT. 16 - 23.29 +23. _ *' 1.3¢2 PROPOSED VED WALKWAY (TYP. 7 _63
23.16 I 23.67 3.45 3 `\ + 437 ti SPACES ALL WALKS TO BE ADA COMPLIANT +20.03 +2 0,
23.29 23.23 _ Qv
+20.82 D I +18.86
23.40 w +21 OS P POS D - +20.66 RELOCATED 20.03 I
23 1 �y2 - 1 ED
OD G L ..-
`t• s '.1 1 / FIRE LANE ....
.-r G EASE TRAF H
I PARKING
HT 121. . a1 _�� 1.10 -.NO
..mow__.
f t
(STING, EXIST. ;5 yy4 � _��--• ,nI I
4 23.17 +22.77 x&2280-_� SEPTI \_I'
! 1 K r•' EXIST( 21. 1 1
34'I IAA 15 ...a, 0 y\D r y �x TD'BE G
IJp�p"1v 23 TREELINE (TYP.) -
�. I $•9`� -.62 _ 2.89 3 +20.61 . _ I +19. 5
W ! ,�.y✓-T= I +yP` 2 PROP. WED`
FiT I. - 1 W^ - PRppOSED W� _ 4, k
__ -1-50'0 GAT ''r 2-43- -... SE
22.48 ,W - _ n2. OS ALK SEPTIC TANK i:y FO!
1, 7 A T TABLES v S ro Ia• '•\ +21 5: !
_ - - •-• VWWWW✓1�77
_ __ _
+23 cd. J FIRST E 0 M • 1 I O .v.
W- r 22.23 WALK •0 3 �• .3652 SF ��R L• 23.0 x_ 1 PROPOSED GRAVEL FIRE LANE AREA ` I 0_
PROP SED ;OHgtR 40, 18,0' P OSED 12" T BASE WITH 3" LOAM & SEED OVER ! CO -�
^,N 22.04V x PLAY REAS O ny m TABLE& m - / D ELL MATCH EXISTING GRADES
2' .9 I N U
'
�, STORAGE°
\L•_ 0
A ! Y 21.85 EXIST"Il\TG CIWRC x
N ! FIRST FLOOR EL. 23.53 I EXIS/TING GARDE I CHytI
Q I 21.72 � X ---L_ '-,- `/Al 1% MIN. TYP.
I 21.69
I!- - - 22.80 . X :K "---'� - NEW GARDEN
I 21.64 SHALL NOT PARK HERE" SICNS LOCATION
1 21.63
21 66 + 1LLJ 1.73 +21.76 +21.23 I +19.41
+20.61 +20.37
N
! 21.40 NEW ATER SERVICE _ I
21.43 U.G ELECTRIC I
'
IRASS DRAINAGE 21.43
BE IDE I
I NOTE: A SEPARATE WATER MEfiER SHALL BE --
I IN ILTRATION AREA 21.56
I 21.45
INSTALLED FOR THE LAWN SPRINKLER/GARDEN HOSE 21'6
SO THAT THE AMOUNT OVWWATER ENTERING
7.
o°g°o%oo�0000°go°oo°�,°°o,
,,eogo�a�Sg SHO EY AL
$. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHTO-H10 UNLESS NOTED.
O O OOO OO O OO
O O O p
0 00000 0O
- 1
20.00
0O
0 OO O 0�00p0 0
OO Ofox
p OOOO
I
THE SEPTIC SYSTEM CA BE MEASURED.
o
OOO
�O0
pop00OopO
OO OpO
BLE DS
DOUBLE WASHED STONE
4' MIN. AROUND PIT
6. THIS PLAN IS FOR PROPOSED EL. 14,1
BE USED FOR PROPERTY LINE STAKING.
DIFFERING HOURS OF USE SO FLOW NOT CUMULATIVE.
-- 12" OF T -BASE REPROCESSED ASPHALT GRAVEL
!
ALL SEPTIC PIPING SCH-40 PVC UNLESS NOTED.
n
PARISH HALL SEPTIC TANK: 450 GPD (2.0) = 900 GAL
I
COMPACTED IN (2) 6" LIFTS TO 95% MOD. PROCTOR DENSITY
WITH 10 -TON VIBRATORY ROLLER
10.
1.64 1.51
+21.92
^
CIVIL ENGINEERS
+20.41
1 EXISTING 6'x6' LEACH PIT WITH 1' OF STONE (427.3 GPD)
INSPECTION BY BOARD HEALTH AND PERMISSION OBTAINED
I
- - - - - - - - - - a
OBSERVED GROUNDWATER
REFERENCE: TITLE 5 SEPTIC SYSTEM REPORT BY TROY WILLIAMS DATED 3/28/02
I
FROM BOARD OF HEALTH.
IN .50 I
-
• LAND SURVEYORS
FIRE LANE` SECT�� I OI�
+zi. s
OWNERS ENGINEER TO INSPECT SITE WORK. 24 HR. NOTICE REQUIRED FOR INSPECTIONS.
-
d
\� I
I N
+2151 +21.67
12.
EXISTWG-`BUFFER PLANTINGS TO REMAIN, NO-ISHANGES PROPOSED.
I
C
W
03 OR
GARDEN I
13.
PITCH SIDEWALKS 1/8" PER FT. MIN. AWAY FROM BUILDING.
I
+ �9
P�0
MEMORIAL
P
1 LOTS 1& 2
is
a
I
! I
ST. DAVIDS
MEMORIAL C URCHYARO Area = 204,762 sq.ft
I
I
!
I -
I I
+21,50
4.70 ACFeS
20' BUFFER
------------------ -----------------
(ALL AROUND SITE)-
-------------------
2 0
GR,4SS�13AIEtaGE-- I- --- --
------ -------I--_--- ------------------------
'---------------------
INFILTRATION AREA I
I -
0
N
590.92
+21"0 6
20.30
FiiRCEL2N
2
PARCEL N1-78
NOTES_
21
21
+20.90
6" LOAM & SEED DISTURBED AREAS
!
1. THE LOCATION OF EXISTING UNDERGROUND UTILITIES SHOWN ON THIS PLAN IS
H-10
F&C
(TYP,)
APPROXIMATE. PRIOR TO ANY EXCAVATION ON THIS SITE. THE EXCAVATING8"
4"OSCH-40 PVC AT 1% MIN.
EL.21.5t
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 OR
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 THIS
EL 19.1
MORTAR ALL COMPONENTS
PROJECT WORK SHALL CONFORM TO THE TOWN OF YARMOUTH SUBDIVISION REGULATIONS
(TYP.)
AND/OR THE MASSACHUSETTS DEPARTMENT OF PUBLIC WORKS STANDARD
12'
SPECIFICATIONS FOR BRIDGES AND. HIGHWAYS AS AMENDED TO PRESENT.
4" MIN. PEASTONE
ALL SEPTIC WORK AND MATERIALS TO CONFORM TO 310 CMR 15.00 TITLE 5.
° ° ° ° AND MIRAFI 14ONS
COVER ACCESS DRIVE WITH 3" OF SCREENED LOAM
AND YARMOUTH HEALTH REGULATIONS.°
o°oo°°°°°oFABRIC OVER STONE
AND HYDROSEED.
3. VERTICAL DATUM IS ASSUMED FROM QUAD.
000000°`
5.-O.X6.0
CROSS SLOPE 1% AWAY FROM BUILDING
_
4. TOP OF FOUNDATION IS D.2' BELOW HIGH POINT IN ROAD
100
°°°'°
°°°600
H -100000°o
GAL.
+a °
o°ALONG-ENTIRE
LENTH OF DRIVE
(2.2' HEALTH DEPT. VARIANCE, IS REQUESTED)
°V°°°
000 ,O
LEACHPIT
°
°°0000
_ °o°
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OP
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WILLOW ST. _
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ROVZE 28 Z M
m
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SOUND
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= 1 5'
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 4,214 SF
PROPOSED BUILDING COVERAGE = 14,643 SF = 7.2%
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: 6 SPACES
NOTE:
THE PARKING CALCULATION IS BASED ON THE CAPACITY OF
THE SANCTUARY ONLY SINCE OTHER BUILDING AREAS ARE
OCCUPIED WITH INDIVIDUALS LEAVING THE SANCTUARY AFTER
THE CLOSING OF THE SERVICE OR USING DIFFERING HOURS.
SEPTIC CALCULATIONS:
REMOVE TOPSOIL & SUBSOIL TO 15" AND COMPACT SUB -GRADE WITH
7.
o°g°o%oo�0000°go°oo°�,°°o,
,,eogo�a�Sg SHO EY AL
$. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHTO-H10 UNLESS NOTED.
O O OOO OO O OO
O O O p
0 00000 0O
- 1
oft 508-362-4541
362-9880
0O
0 OO O 0�00p0 0
OO Ofox
p OOOO
10 -TON VIBRATORY ROLLER
..
WORK ONLY AND IS NOT TO
•,1"`
508
OOO
�O0
pop00OopO
OO OpO
BLE DS
DOUBLE WASHED STONE
4' MIN. AROUND PIT
6. THIS PLAN IS FOR PROPOSED EL. 14,1
BE USED FOR PROPERTY LINE STAKING.
o �o.
StOO
OP
DBEs, oma
R
t
o SWA OHO LOCUS)
N POND �z 2��
O \
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�O
WILLOW ST. _
N i
ROVZE 28 Z M
m
h
O 0P �_�•
m p
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SOUND
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= 1 5'
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 4,214 SF
PROPOSED BUILDING COVERAGE = 14,643 SF = 7.2%
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: 6 SPACES
NOTE:
THE PARKING CALCULATION IS BASED ON THE CAPACITY OF
THE SANCTUARY ONLY SINCE OTHER BUILDING AREAS ARE
OCCUPIED WITH INDIVIDUALS LEAVING THE SANCTUARY AFTER
THE CLOSING OF THE SERVICE OR USING DIFFERING HOURS.
SEPTIC CALCULATIONS:
REMOVE TOPSOIL & SUBSOIL TO 15" AND COMPACT SUB -GRADE WITH
7.
ALL STORM RUNOFF TO BE CONTAINED ON SITE -
CHURCH: 274 SEATS (3 GPD/SEAT) = 822 GPD
- 1
N
down cape engineering, Inc.
10 -TON VIBRATORY ROLLER
8.6"
LOAM AND SEED ALL DISTURBED AREAS NOT PAVED.
BLE DS
DOUBLE WASHED STONE
4' MIN. AROUND PIT
ADJUSTED GROUNDWATER
EL. 12.11
DIFFERING HOURS OF USE SO FLOW NOT CUMULATIVE.
-- 12" OF T -BASE REPROCESSED ASPHALT GRAVEL
9.
ALL SEPTIC PIPING SCH-40 PVC UNLESS NOTED.
USE EXISTING 1500 GAL SEPTIC TANK
PARISH HALL SEPTIC TANK: 450 GPD (2.0) = 900 GAL
COMPACTED IN (2) 6" LIFTS TO 95% MOD. PROCTOR DENSITY
WITH 10 -TON VIBRATORY ROLLER
10.
COMPONENTS NOT BE BACKFILLED OR CONCEALED WITHOUT
E
ROOF
DRAIN SECTION
CIVIL ENGINEERS
EA.) AND
1 EXISTING 6'x6' LEACH PIT WITH 1' OF STONE (427.3 GPD)
INSPECTION BY BOARD HEALTH AND PERMISSION OBTAINED
1 EXISTING 6'x5' LEACH PIT WITH 1' OF STONE (364.5 GPD)
PROVIDED
OBSERVED GROUNDWATER
REFERENCE: TITLE 5 SEPTIC SYSTEM REPORT BY TROY WILLIAMS DATED 3/28/02
FROM BOARD OF HEALTH.
EL. 8.21
• LAND SURVEYORS
FIRE LANE` SECT�� I OI�
11.
OWNERS ENGINEER TO INSPECT SITE WORK. 24 HR. NOTICE REQUIRED FOR INSPECTIONS.
-
NOT TO SCALE
REF. SEPTIC INSPECTION
12.
EXISTWG-`BUFFER PLANTINGS TO REMAIN, NO-ISHANGES PROPOSED.
REPORT BY TROY WILLIAMS
939 main St. yarmouth, ma
NOT TO SCALE
13.
PITCH SIDEWALKS 1/8" PER FT. MIN. AWAY FROM BUILDING.
DATED 3/28/02
-
14. ALL ROOF RUNOFF TO BE PIPED TO DRAINS AS INDICATED. 1% MIN. PITCH.
is
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N POND �z 2��
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� o
�O
WILLOW ST. _
N i
ROVZE 28 Z M
m
h
O 0P �_�•
m p
m o
SOUND
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= 1 5'
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 4,214 SF
PROPOSED BUILDING COVERAGE = 14,643 SF = 7.2%
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: 6 SPACES
NOTE:
THE PARKING CALCULATION IS BASED ON THE CAPACITY OF
THE SANCTUARY ONLY SINCE OTHER BUILDING AREAS ARE
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 3/28/02
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: 1"=30' DATE: APRIL 19, 2002
REVISED: AUGUST 19, 2002 (FIRE LANE, WATER LINE/METER)
(0laz
DATE