HomeMy WebLinkAbout205 Old Main Street Site Plan of Land 3NOTE: 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
SU16=T.FOUND.=. EL. 23.0
PROVIDE NEW RISER TO GRADE
OVER D -BOX WITH LIGHT DUTY
NEW 24"CAST IRON COVE CAST
CAST IRON FRAME AND COVER
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
DRAINAGE CALCULATIONS:
NEW CONSTRUCTION OF PARISH HALL AREA:
DRAINAGE AREA DA1 - 4312 SF ROOF AREA, 25 YR STORM
RATIONAL METH. 0 -CIA - 0.99(5.OIN/HR)(4312/43560)(448.8)/.7=315 SF
USE (1) 600 CAL. LEACHPIT WITH 4' STONE - 374 SF O.K.
U10" 24" 7 TIE INTO EXISTING D -BOX I M1.03.1 NB. ROLLER COMPACTED
�- TEE STI TEE LEACHING PR DESCRIPTION
a"SCHaO PVC 1500 GAL H-10 20.62 NOTE: CON PACT ALL FILL IN 6" LIFTS TO 95% MOD.
SEPTIC TANK `� FROM ST1 A 6'X6' WITH 2' STONE PROCTOR 'iEN51N WITH VIBRATORY ROLLER COMPACTER.
FROM 5'-8" LIQ. LEVEL GAS ° 0 6 6'X6' WITH 2' STONE
BUILDING 20.87 :., ACME OR EQUAL BAFFLE 4'roSCH 40 PVC AT 17' oo°o°o° 0000a°e C 6'X5' WITH V STONE \ SIDE 1 ALK C R 0 S S SECTION
' SEWER ONLY D 6'X6' WITH 1' STONE �
''' " ` "' • 20.25 NOT TO SCALE
T.FFLR .6" GRAVEL & MECH. EXIST20.08 EXISTING Il
PLACE SPEED LEVELERS IN ALL
EL. = 23.0 COMPACTION (TYP.) VERIFY IN FIELD EXISTING OUTLET PIPES AND PAR
PRIOR TO ANY WATER TEST BOX FOR LEVEL. CEL P5
PLUMBING OR
SEPTIC WORK ON SITE -
+16.66
IN FROM KITCHEN SINKS +2009FULL `�►.,��
& DISHWASHER ONLY+tt.3d
BASEMENT t0" TO ST7
KITCHEN 4"SCH4001.5% 21.39 TEE 1000 GAL H-10 T / lg. P'4 CEL 14
_ _ i�
AREA INV. AT BLDG GREASE TRAP +2b 0 - . _
+18,5.3
YBA
1.14
ONLY - EL. 21.57 ACME OR EQUAL grove i 7g
,. as tl in
'It _ +1['.''
12"E.., ! +2c.IbOn !ranch _ +16-32
NAT1
6" GRAVEL &MECH. COMPACTION (NP.) +20 W 20 22 _ 04 NATURAL DRAINAGE
NOT TO SCALE
LEGEND
0 CATCH BASIN
Q� UTILITY POLE
Ci GUY WIRE
I
LIGHT POST/ YARD LIGHT
y7p FIRE HYDRANT
` p FREESTANDING SIGN
EXISTING WATER LINE
-w-PROPOSED WATER LINE
• PROPOSED ACCESS COVER
EDGE OF PAVE NO BERM
,G GAS LINE
4t° WATER GATE
+21.65 EXISTING ELEVATION
[25.031 PROPOSED ELEVATION
-41- EXISTING CONTOUR
- PROPOSED CONTOUR
PROPOSED SHRUB
EXISTING TREE
EXISTING TREE
HI PT.
ROAD
23.16
off 508-362-4541
fax 508 362-9880
down cape engineering, Inc.
CIVIL ENGINEERS
LAND SURVEYORS
939 main st. yarmouth, ma
01-350
ARCEL P,3 +,sss +19.84 ON AREA
)N EN TS
8
+20.23 -�` +2` i .7 �% , +15.75
lt-,
+2 .68 +2 +20.25 I -16
to
' - +L 81� I -!
BENCHMA K: N v +20.18 p I
CONC. BOUND FND M
22. .89 AT El 22.55 + N Y a B U +20.16
�-" a rn X 20.2 I
@02. 241.56 N 0 0 va z 04
3.05 w
u f B m Q Q+20.22-- a
_ a N 201 1_ +18.89 w
2 49 r--- � GRA C PAR INC m +Z: � I O
2.06 I Q j m V p +19.53 1 (Y
cPACES + p- Qp ryp Y v2ai Np I a
I AVSD DRIVE. m / 4 V c> 1
SPACES �0 1 +20.75 +': 65 +2r - 4 I
+ a 3409 I + 3.01 .9 21.
21.
G At'EL PARKI '..94
N+ 4 �, - 22 +20.52 tl K 1
2_ 16 22.31 PA +21.17 21.03 +209 - 2 78
23.29 �D DRIVE
+23.3 +20., 8 I
1 - * 11?PJ WALK FLUSH PROPOSE�'�P>VED WALKWAY(TYP.)e3 I
1 2367 WITH GRADE \\ I
3.a5 3 __�„ tttt 37 11 ALL Y+AD:S TO BE ADA COMPLIANT +20.03 + 2 ,
23.29 23.23 IY� + �. SPACES '�
ry
i 23.40 ll qQq� +20.82 20 03 1 +18.86
N/ 1
`�" I +21 08 P PO! FD +2n.66 RELOCATED I
'f" - _ 1 00 GL +p+ SHED I
METER 2V=>\1 1 .�� G EASE'TRAP FIRE LANE 0 150 SF
ti 4 - -- --- PARKING-
�W-"./SI II
-POLFj� r U
I
34'L 23.17 +22.77 ,as2, g0-_SEPTISTIN EXIST X k
1 SAS,• u3' -
I 3. 4 t 111 MEEA . I O , p) ' y EXISTING 21 b1
23.a WALK i } cumM ,..I- 5 - tis K=, .'BUILDING 57 1 1
I .' S<i Ox�yy �'--4�XT0 BE S
62 2.89 - 5 1-� // A ) Nc� 3REMiT 2 45
SEIs H D TREELINE (TYP.) I
...F 3 \ i O �I "-C�S'�j'T (`. 21.0E +20.61 1 +19..5
\,.N y - • +y7 2PROP.S' PAVED>d22.40] WALK 2.g i' ID I
1
2.. PROOSED RA-
I G'" 22.48 __.__' -"'.- -� v AI �SD "GALS-W1T3T-W � 65' V. .
.0!6 _ SEPTIC TANK S SF/�+i50 c' '�
....... 4..-.---.- ..
R \ S I
.-w__ 22.23 WALK +23. - - J F Si i LO AT TAGLES o J I • 1 +21.33 1 1 O ct
F CR _ O
-W 1_ 22.o4w '� _ 3. 158 SF EL 23'0` / �- 2ROPOSED GRAVEL FIRE LANE AREA I Il
1 - V I PLAPROY REAS C1 ' AIR & 40. TJAr' P QED 12" T -BASE WITH 3" LOAM & SEED OVER I op -f
I 22 21.98 x /T1 i22,3•j �. D Y'INELL MATCH EXISTING GRADES i N U
I 21.86 �gG�.g+p1 -off \ o I 25.7 , - <
I N 21.65^ EXI$'Y"IlotG C��C X Z ,' 1 I 0-
I 21 72 FIRST FLOOR EL. 23.53 I EXISTING GARDE i 4"SCH40 PVC I
21.69 8 49 `SF LXJ - -- ' AT 1% MIN. TYP. CONCRETE LANDING WITH 1
- - v -- GRADE
22.80 X X --_.x SIZE TO MA B2 STEPS LDG ODE AS I
1 21.64 U SHALL NOT PARK HERE" SIGNS SHOWN, TYP. EXCEPT FRONT HCP I
1} 21.63 21.66 + .73 +2176 +21.23 ACCESSIBLE ENTRANCE. 1 +19.41
FUTURE GARDEN +20.61 - +20.37
.43
21.40
NEW ATER SERVICE LOCATION
1 2t.aU.G ELECTRIC LOAM & SEED AREA
1 RASS DRAINAGE 21.43 B SIDE, COORDINATE WIT VENDORS 1
I
IN ILTRATION AREA +21.56 NOTE: A SEPARATE WATER M ER SHALL BE I
I 21.49 INSTALLED FOR THE LAWN RINKLER/GARDEN HOSE i4 20.00
I SO THAT THE AMOUNT 0 WATER ENTERING
I THE SEPTIC SYSTEM CA NN BE MEASURED. + I
1 21.64 1.51 21.63
I r
I+2,.92
0 I
+20.41 I
I
N so
I I +z,. s I a
R 03 O QTLY ; N +21,51 +21.57I O J
pP MEMORIAL GARDEN I I + ID w
1 1 ST. DAVIDS LOTS 1& 2 f w
1 I MEMORIAL C URCHYARD Area = 204,762 sq.ft O_
1 j I 4.70 A +11 50
�-- --------'--------GRASS�BAINAGE_- I.-'----- ------ - � ------ - -----------------------F - - - - - - - - - - - - - - - - 20' BUFFER (ALL AROUND SITE) - - - - -------------------J 20
INFILTRATION AREA I I
L---.-- - - -J
O
N 590.92
PARCEL N7-76 I PARCEL N6 +z :02 0.30
NOTES: ?�_ -- --- 21- ----21
1. THE LOCATION OF EXISTING UNDERGROUND UTILITIES SHOWN ON THIS PLAN IS +20.90 6" LOAM & SEED DISTURBED AREAS
APPROXIMATE. PRIOR TO ANY EXCAVATION ON THIS SITE, THE EXCAVATING B" H-10 F&C !E_-� (TYP.)
CONTRACTOR SHALL MAKE THE REQUIRED 72 HOUR NOTIFICATION TO DIG SAFE I 4"oSCH-40 PVC AT 1% MIN. EL.21.5t
PARCEL N8 I (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. AWUSTING BLOCKS H-10 RESER
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 -•••••••M ( L )
12' Al THE MASSACHUSETTS DEPARTMENT OF PUBLIC WORKS STANDARD
SPECIFICATIONS FOR BRIDGES AND HIGHWAYS AS AMENDED TO PRESENT,
'o°0°0"09,0'
COVER ACCESS DRIVE WITH 3" OF SCREENED LOAM AND YARMOUTH HEALTH REGULATIONS. 00000°o;°,' �\ 4" MIN. PEASTONE
ALL SEPTIC WORK AND MATERIALS TO CONFORM TO 310 CMR 15.00 TITLE 5. 11
AND HYDROSEED. 0oo°n0o 'o°o°o °opo AND MIRAFI 140NS
3. VERTICAL DATUM IS ASSUMED FROM QUAD.
o°o°o°op FABRIC OVER STONE
CROSS SLOPE 1% AWAY FROM BUILDING $°oogo°° 5'-0 X 6'3 °o 0
oo°o`
.ALONG LENGTH OF DRIVE 4. TOP OF FOUNDATION IS 0.2' BELOW HIGH POINT IN ROAD °° H-10 0000000„0
o°apo,,°e°o` O a o
- � -.•� �/ •// �„\, � . (2.2' HEALTH DEPT. VARIANCE IS REQUESTED) g°°°a°gig 600 GAL.
oao°n°v°
00
00 0 0
000 O O O O O O O O 0O
to LEACHPIT
OOOOOOO SHOREY OR EOUA
00 O O O 5. DESIGLOADING FOR ALL PRECAST UNITS TO BE AASHTO-H10 UNLESS NOTED.
OOOO0OO0O00O00O00O00O0O
0
0
O O O O O O 6. THIS PLAN IS FOR PROPOSED WORK ONLY AND IS NOT TO
ASSESSORS MAP 51 PCL 38 (OLD MAP 45, PARCEL P11)
BUILDING ZONE: RS -25, NOT IN Al
MIN. LOT SIZE: 25,000 S.F.
MIN. FRONTAGE: 150'
SETBACKS:
FRONIl
Sl 15'
RAR=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 SATS (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 SATS (3 GPD/SAT) = 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:
�13EXISTING 6'x6' LEACH PIT
EXISTING 6'x6' LEACH SWITHH1' OFFSTONE E(427.3 8GPD ANGPD D 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: I"=30' DATE: APRIL 19, 2002
REVISED: AUGUST 23, 2002 (FIRE LANE, WATER LINE/MEI
REMOVE LEAN-TO SHE
REMOVE TOPSOIL & SUBSOIL TO 15" AND -COMPACT SUB -GRADE WITH
BE USED FOR PROPERTY LINE STAKING,
EL. 14.1-
10 -TON VIBRATORY ROLLER
7.
ALL STORM RUNOFF TO BE CONTAINED ON SITE.
I
//
-' "•' 12"
8.
6' LOAM AND SEED ALL DISTURBED AREAS NOT PAVED.
3/4" - 1 1/2" / N
VLH OF 4(
T -BASE REPROCESSED ASPHALT CONCRETE GRAVEL
9
DOUBLE WASHED STONE
"any
A
COMPACTED IN (2) 6" LIFTS TO 95% MOD. PROCTOR DENSITY
.
ALL SEPTIC PIPING SCh -40 PVC UNLESS NOTED
4' MIN. AROUND PIT
OUN
ADJUSTED GROUNDWATER
EL. 12.11
0�
RNE
,N Of
WITH 10 -TON VIBRATORY ROLLER
10.
COMPONENTS NOT BE BACKFILLED OR CONCEALED WITHOUT
a
ARNE���y
R
INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED
ROOF
DRAIN SECTION
Is
CIVIL
FIRE LANE SECTION
FROM BOARD OF HEALTH.
'
OBSERVED GROUNDWATER
N.30M
11.
OWNERS ENGINEER TO INSPECT SITE WORK. 24 HR. NOTICE REQUIRED FOR
INSPECTIONS,.
NOT TO SCALE
EL. 8.2E
�_--
NOT TO SCALE
12.
EXISTING BUFFER PLANTINGS.TO REMAIN, NOICHANGES PROPOSED.
15. VER Fr IN FIELD THE ELEyAT(ON
REF. SEPTIC INSPECTION
FONAI EN
1s `TEµ4➢\Q5
IJ 23 02
U/ /
13.
PITCH SIDEWALKS 1/8" PER FT. MIN. AWAY FROM BUILDING.
OF THE C, -60X PRIOR TO ANY
REPORT BY TROY WILLIAMS,
.I
-DA
14.
ALL ROOF RUNOFF TO BE PIPED TO DRAINS AS INDICATED. 1% MIN. PITCH.
PLUMBiP'G CIR SEPTIC WORK ON SITE
DATED 3/28/02
VE