HomeMy WebLinkAbout205 Old Main Street Site Plan of Land 4NOTE: 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"IA. RISER
TO GRADE, MORTAR ALL COMPONENTS
R &
PROCESSED GRAVEL
MDPW M1.03.1 NB. ROLLER COMPACTED
NOTE: COI, PACT ALL FILL
IN 6" LIFTS TO 95% MOO.
PROCTOR -1ENSITY WITH VIBRATORY ROLLER COMPACTER.
)EWALK
CROSS SECTIO
NOT TO SCALE
+16.66
TIE INTO EXISTING D -BOX
/
TEE STI
4SCHw
PVC
1500 GAL H-1012'
AT 2%
SEPTIC TANKFROM
T24"
ST1FROM
20.87'
ACME OR EQUAL
5'-8" LIQ. LEVELjj
4"OSCH
40 PVC AT 17
BUILDING
SEWER ONLY
`-,
.5"
20.25
2 08 ISPE
T.F. = FFLR
GRAVEL & MECH.
EXISTING
PLACE D LEVELERS IN ALL
• EL. = 23.0
COMPACTION (TYP.)
VERIFY IN FIELD EXISTING OUTLET PIPES AND
PRIOR ANY
WATER TEST BOX FOR LEVEL.
PLUMBINGNG OR
SEPTIC WORK ON SITE
IL
IN FROM
KITCHEN SINKS
ONLY
TO STI
FULLDISHWASHER
BASEMENT
KITCHEN
4"SCH40®1.5%
T E
1000 GAL H-10
INV. AT BLDG
2139
'�.
GREASE TRAPAREA
y2LE
1,14
ONLY
EL. 21.57
4' LIQ. LEVEL
ACME OR EQUAL1
•
•E
",
MECH COMPACTION
(TYP )
LEACHING PIT DESCRIPTION
A 6'X6' WITH 2' STONE
B 6'X6' WITH 2' STONE
C 6'X5' WITH I' STONE
D 6'X6' WITH V STONE
+20.09
NOTE: PITCH SIDEWALKS 1/8" PER FT. MIN, AWAY FROM BUILDING.
.. 5% MAX. SLOPE WITHOUT RAMP (HANDRAILS ETC.)
I" TOPCOAT MASS DPW
/-' TYPE 11 BIT. ASPHALT
+21, -o _
grovel
I � e0
1
\_8"
PROCESSED GRAVEL
MDPW M1.03.1 NB. ROLLER COMPACTED
NOTE: COI, PACT ALL FILL
IN 6" LIFTS TO 95% MOO.
PROCTOR -1ENSITY WITH VIBRATORY ROLLER COMPACTER.
)EWALK
CROSS SECTIO
NOT TO SCALE
+16.66
filled infill
+2U
+ 20.0.E 20.22
+18.53
78
+iL'
PARCEL P5
DRAINAGE CALCULATIONS:
NEW CONSTRUCTION OF PARISH HALL AREA:
DRAINAGE AREA DA1 - 4312 SF ROOF AREA, 25 YR STORM
RATIONAL METH. O.M - 0.99(5.OIN/HR)(4312/43560)(448.8)/.7-315 SF
USE (1) 600 GAL. LEACHPIT WITH 4' STONE a 374 SF O.K.
6 G AV L
4
PARCEL P3 +19.95 +19.84
NEW SEPTIC COMPONENTS--
`, 7
NOT TO SCALE +„ _ 'LS `O f� 1B +15.75
+20.23
+2 � I
+2 .68 +20.25 " + 81 fl \ -76
Y \\\\
Nw 0+20.,8 P I
BENCHMA K: nj
C NC. BOUND FND M 0. - 11 p I
AT ELEV. 22.55 + N a q W +20.16 Oj(
22. - .89 w a -..._a rn 20.
/ 2
241.58 N II
�04
305 wa +8.8
GRA ULEG_ND AR(IN('
_ W
.86 Q:+'2.06 +19.53 O..
CATCH BASIN `�.6� j- _ _ o w qg: + r all I
o 1
^ I
Q,) UTILITY POLE _ d7 5 SPACES D DRIVE PACES _ m _ 40 .�� +2.o.7s +1 �65 - +z7 a � 1
_ _ +ds �4 W Q
I 3 + .3.01 � 21 � +20.52 � I
1 1 GUY wlaE + -909 x.94 ,v+ 4 ry 71.22 _ 0 2 .78
I GAVEL PARKI 22.31 N +21.17 1.0.2_. 3 +209 -
LIGHT POST/ YARD LIGHT HI PT. 2, 16 PAVED DRIVE 63 +20..
ROAD 2329 +23.3 _ -1>- 71.30 WALK FLUSH PROPOSED PWED WALKWAY (TYP.)
yYp FIRE HYDRANT 23.16 ( 23.67 WITH GRADE +20.03
1,� ALL LAS TO BE ADA COMPLIANT +2� o� I
I 3.45 3. 1<� + .37 11 SPACES
FREESTANDING SIGN 23.29 23-23 8
- +20.2 20.03 I +18.86
23.40 I
IV --,EXISTING WATER LINE 1 RELOCATED I
+21 08 P POSED +20.66 I
-w PROPOSED WATER LINE "'-< °Ao�1Ea \ 23 , - - c OEAASE'TRAP FIQREPARKING ^' SHED
SF I yr
• PROPOSED ACCESS COVER 1 =U0 2150 sl 7`>
22 - - - 47 " 1.10 J
-Xfi0Lfi1 I
EDGE OF PAVE NO BERM r-."_ }�^ +21.41 6
A' p ISTINC� EXIST, N ,. y-_ I
34'4 23.1 _9
23.17 3. 4 1 +22.77 1D-2.20-- SEPTI 0 IQ SAS,-- �±ih +21EX1STI 57 21. .1 �
,G GAS LINE I I xrne ff D i .b Kti'C- ,r BUILDI G I
^ \•S' 23.0 WALK I ceaoYn 5 -_:�. .y v \ .^ ,.,.,TO BE S 20. I -
3Oo WATER GATE Jz�s� IQREiad2 45
i a '1 ti 55Ex15 TREELINE (TYP.)
+21.85 I 284 I J - o _ I SED 2i.HED /,
EXISTING ELEVATION I t _o +20.6, +19. s
[25.03] PROPOSED ELEVATION W 1 $2 f 3. n +y f2 PROP -5' PAVED�22.40] WALK 29 __X -_-. \ Y
-J- E'G---""" .-.' W -...----w f "N 2 ' �, V D+23. _WALK SEPPRO�CST NK w 5 F ISF` T To',� .. �.' \ \G7 /
ED
-41- EXISTING CONTOUR �! 2z as watK -a -w_- -TSOri cAt�"�2z� J 'ST FLOOR E l li v
1 I- G-
C.I'bj+21.33 I O
I Gt
PROPOSED CQNTQUR�i - _ 22.23 58 SF L• 23.0 .- PROPOSED GRAVEL FIRE LANE AREA 1 iCi
1 - �, PROP SED q 3- '1 -AIR qp .l �� P ICED 12" T -BASE WITH 3" LOAM SEED OVER `
_..-w F 04
22.OaW x PLAY REAS C' TABLE D FM+ELL MATCH EXISTING GRADES
PROPOSED SHRUB I 22-21 esa qo�\o sT25
I
zt.6s ) I
A i N 2,.55^ Ela TMG CRVRC
N I FIRST FLOOR EL. 23.53I EXISTING GARDE
O I 21.72 _ 4"SCH40 PVC
P. CONCRETE LANDING WITH
8549 ASF - - AT 1% MIN. TY
EXISTING TREE i 22
z,21.69s x x x 2 STEPS DOWN TO GRADE
.80 X---� SIZE TO MA BLDG CODE AS
--SHOWN, TYR. EXCEPT FRONT HCP
At 1 I 21.64 SHALL NOT PARK HERE" SIGNS
+27_23 ACCESSIBLE ENTRANCE.
+19.41 21.63 21.66
+ .73+21.7F)
1 *20.61 +20.37 I
FUTURE GARDEN
3fA
I
EXISTING TREE LOCATION
N w ATER SERVICE
I 21.40
E
' U.G ELECTRIC LOAM & SEED AREA 1
1 21.43 I
I I B IDE. COORDINATE WI VENDORS
1
RLTR DRAINAGE 27.43
q NOTE: A SEPARATE WATER M ER SHALL BE I 20.
INFILTRATION AREA
1.56
I 2 INSTALLED FOR THE LAWN RINKLER/GARDEN HOSE -
21.49
SO THAT THE AMOUNT OF WATER ENTERING
I
+
1 THE SEPTIC SYSTEM CA BE MEASURED. I
21.63
I 1 1
21.64 1.51 f
I
+21.92
+20.41
�- �-
I ti
IN.so I I +21. 5
IN 00\ i I N +21.51 +21.67 II �
Q 03 a I +
I o01 MEMORIAL GARDEN l
I LOTS 1 & 2 I
ST. DAVIDS
I MEMORIAL C URCHYARD i Area = 204,7+6250sq.ft �
I I 4.70 Acres '
20' BUFFER (ALL AROUND SITE)
---- - - GRASS -DRAINAGE -- ------ ---------------' ------------------ ---------------'--- ---- -----------J
----
a_------------ INFILTRATION AREA I
L-- - - -_--J o
n
N 590.92
+21:06
PARCEL N1 -7B PARCEL N6
I 1. THE LOCATION OF EXISTING OTESUNDERGROUND UTILITIES SHOWN ON THIS PLIAN ISI +?090 6" LOAM & SEED DISTURBED AREAS
i
APPROXIMATE. PRIOR TO ANY EXCAVATION ON THIS SITE, THE EXCAVATING 8" H-5 F&C (NP,) 4"OSCH-40 PVC AT 1% MIN. EL21.t
CONTRACTOR SHALL MAKE THE REQUIRED 72 HOUR NOTIFICATION TO DIG SAFE r
PARCEL NS (1-888-344-7233) AND ANY OTHER UTILITIES WHICH MAY HAVE CABLE, PIPE OR FROM ROOF DRAINS'LZ
EQUIPMENT IN THE CONSTRUCTION AREA FOR VERIFICATION OF LOCATIONS. 1 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.)
12' AND/OR THE MASSACHUSETTS DEPARTMENT OF PUBLIC WORKS STANDARD
SPECIFICATIONS FOR BRIDGES AND HIGHWAYS AS AMENDED TO PRESENT.
ALL SEPTIC WORK AND MATERIALS TO CONFORM TO 310 CMR 15.00 TITLE 5. o Doo° \ 4" MIN, PEASTONE
COVER ACCESS DRIVE WITH 3" OF SCREENED LOAM AND YARMOUTH HEALTH REGULATIONS. o° o o °°°° ° AND MIRAFI 140N5
° °o °
°000°000000000°°°° FABRIC OVER STONE
AND HYDROSEED. 3. VERTICAL DATUM IS ASSUMED FROM QUAD. 5'-0- X 6'0
o 0 00°00°0°
CROSS SLOPE 1% AWAY FROM BUILDING OOo0000�° H-10 S° 000>0
p °°0
4. TOP OF FOUNDATION IS 0.2' BELOW HIGH POINT IN ROAD o ° o°g -Deg°o 0
.ALONG LENGTH OF DRIVE600
T
(2.2' HEALTH DEPT. VARIANCE IS REQUESTED) _ °�O�°°°°°
\ \ 00°0°0°00 LEACHPIT 00000 0 0
�SHOREY OR EQUAL o°0°0°000
O 00 O OO O 00 O O O O 11 O O 0 O O 0 O "o O " 5. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASH70-H 10 UNLESS NOTED.
off 508-362-4541 0 0 O 0 O O O O 0 0 0 0 0 0 O O O O 0 0
f 508 362-9880 O O 0 0 no 0 0 0 0 0 0 0 0 O O « "
000°na 0000000
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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
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 O 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 23, 2002 (FIRE LANE, WATER LINE/METER,
REMOVE LEAN-TO SHED)
ox o
p 00 O 00 0 00 O OO O 0 00 0 00 0 00 O OO 0 00 O 0 6. THIS PLAN IS FOR PROPOSED WORK ONLY AND IS NOT TO o ° ° °
BE USED FOR PROPERTY LINE STAKING. EL. 14.1
REMOVE TOPSOIL do SUBSOIL TO 15" AND COMPACT SUB -GRADE WITH 7. ALL STORM RUNOFF TO BE CONTAINED ON SITE. 1 1
inc.10-TON VIBRATORY ROLLER 3/4" - 1 1/2" N �tTH Of
down cape engineering, _ 12" OF T -BASE REPROCESSED ASPHALT OR CONCRETE GRAVEL g, ALL SEPTIC PIPING SCH-40 PVC UNLESS NOTED. i O.AEI.AG�^ �r`A �9`y LIJ
8. 6" LOAM AND SEED ALL DISTURBED AREAS NOT PAVED. DOUBLE WASHED STONE
ADJUSTED GROUNDWATER o�� y YAH 6f M-41'
4' MIN. AROUND PIT EL. 12.11 :-•7
COMPACTED IN (2) 6 LIFTS TO 957 MOD. PROCTOR DENSITY
10. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT `t^.' C� CIVIL H
WITH 10 -TON VIBRATORY ROLLER
CIVIL ENGINEERS INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED ROOF DRAIN SECTION OBSERVED GROUNDWATER N •30792 F ? o
FROM BOARD OF HEALTH.
LAND SURVEYORS C NOT TO SCALE EL. 8.27 o ��� $/ /
FIRE LANE SECTION 11. OWNERS ENGINEER TO INSPECT SITE WORK. 24 HR. NOTICE REQUIRED FOR INSPECTIONS.' c
12. EXISTING BUFFER PLANTINGS,TO REMAIN. NOPCHANGES PROPOSED. REF. SEPTIC INSPECTION /ONAI EN �s `ICR 'j.3 OZ �--' '•°•
939 main st. armouth, ma NOT TO SCALE 15. VERIF' IN FIELD THE ELEYATION REPORT BY TROY WILLIAMS DATE L
Y 13. PITCH SIDEWALKS 1/8" PER FT. MIN. AWAY FROM BUILDING. OF THE C, -BOX PRIOR TO ANY DATED 3/28/02 LJ
14. ALL ROOF RUNOFF TO BE PIPED TO DRAINS AS INDICATED. 1% MIN. PITCH, PLUMBi1•'G OR SEPTIC WORK ON SITE
01-350