HomeMy WebLinkAbout96 Old Main St - Site PlanPROPOSED TRAILER ,PARKING
i 3 SPACES %
(3) PROPOSED 2 1/2
`o CALIPER TREES 20 FEET
ON CENTER -ri
AMBULA�CE TURN AROUND
(1) PROPOSED 2 1/2 -
CALIPER
/2"CALIPER TREE y
PROPOSED BIT.
C+ M .?ERY ,. ? CONC. BERM
;''
TOWN OFPROPOSED,/2,___�,;•- ,F-=: --
,� ' C 1 /2'r-
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YARMOUTH � 10 '-
CALIPER' -TREES 20 FEET �
' . --- ONENTER TER (TYP. )
i
_ 20'
UD
' i Y '15 30 x a
, r �
/�. 15. 96
PAVED PARKING AND
TRAINING AREA
xi�03 &s1'.4
\J n
PROPOSED BIT.
CONC. BERM lr 15
GENERATnjG UN PROPOSED BIT.
Nc. PA ,_ 99'.. -d0NC. BERM
rr
7, yt
PRO -
w< intt / h�ry _ f��}'. I�C. 1 i,'1 '• {
<L PO ED
r e�/� i' LEACHI G : BASIN #1..
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REMOVE EXISTING - `1, zolko e 96
TREE,';' 4' �- _ `'� rt ,.,` gRFq 1 14.50
Gz _ c r`
(1) �ti POSED 2 1/2" ��/ / vj j�
__'CALIPER TREE / '=>"�?,^ - r, '` t PAVED PARKIN AND
\ if TRAINING ARE i
XJDPROPOSED LEACHING
PAVED DRIVEWAY20
GALLEYS n
If
I f (TYP.) �3
1 1 x 1 C)r 1!
'�•`i '`�` . % 1 J-2�' S f ,�i,.`\ `',�j,," lr '"L `+ G' LS t `
49, PROPOSED (-4'-WIDE.__-X 5'
HIGH
- �` t EVERGREEN SHRUBS EYP:
` s� 8• PAVED DRIVEWAY .. y I.
t i` L,
REMOVE EXISTING PAVEMENT -- i r
IN BUFFER AREA �, x - EXISTING TREES `
TO BE REMOVED
'�__ PROPOSED _!?
LEACHING BASIN #2
-,c
12' 12 HDPE PIPE
L=70', S=.005 FT/FT ;
:.0 }
37%195 !'
\_ 20' a 1 x
f ,' _ - - 14.70 x :> -
\ RELOCATE EXISTING
UTILITY POLE
r
\ » - a PROPOSED LEACHING
j
GALLEYS (3)
I
PROPOSED -- -- _
LEACHING BASIN ` 3-- # f t ,
\�
- - -_
-
REMOVE EXISTING PAVEMENT
- IN BUFFER AREA
i
s
` _
LEGEND
(2
DRAIN MANHOLE
l
MANHOLE
µ
UTILITY POLE
GUY WIRE
STONE POST
EXISTING ELEVATION
0.00
PROPOSED ELEVATION
DECIDUOUS TREE
CONIFEROUS TREE
EDGE OF CLEARING
CHAIN LINK FENCE
PROPOSED EVERGREEN SHRUBS
PROPOSED 2 1/2" CAL. TREES
E�='
EDGE OF PAVEMENT
I'iTi';l
EXISTING CATCH BASIN
AREA OF PROPOSED PAVING
GRAPHIC SCALE
20 0 10 20 40
( IN FEET )
I inch = 20 ft.
1 " BITUMINOUS CONCRETE
TYPE 1-1
BITUMINOUS CONCRETE
)ER, TYPE 1-1
/2" DENSE GRADED,
ISHED
NE
BITUMINOUS CONCRETE PAVEMENT PROFILE
80
BITUMINOUS CONCRETE
TYPE 1-1
BITUMINOUS CONCRETE
)ER, TYPE 1-1
/2" DENSE GRADED,
SHED
NE
BITUMINOUS CONCRETE BERM
NOTES:
1. INSTALL TRAP IN LEACH BASIN
TIED INTO OTHER LEACHING SYSTEM.
3/8" CRUSHED, DOUBLE
WASHED STONE
2' —►
d
PRECAST CONCRETE LEACH/
BASIN 6' DEPTH
H-20 LOADING
2'
4" OF 3/8" CRUSHED,
DOUBLE WASHED STONE
2' —i
4
MANHOLE FRAME AND
COVER WITH 1" VENT HOLE
10' DIA,
CONCRETE BLOCKS, COLLARS,
OR PIPE AS NEEDED.
FILTER FABRIC
-44 6' 2'
12" DIA. (MIN.) HDPE PIPE
0 0 0 0 0 0 0 0 0 0
0aoo0oa0 ao
0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0
000000aooa
0000000000
0a0o0a0000
00a000a0a0 CEMENT MORTAR (TYP.)
0000000a 00
0000000000
a00000a00o
0000000000
aaaaaaaaaa 1-1/2" CRUSHED,
0000000000
o a 0 a o a a a a 0 DOUBLE WASHED
oo00a0oa0o
0o00o0u000
0000000000 STONE
0000000000
o 00a000000
PRECAST LEACH BASIN
H-20 LOADING
LENGTH AS SPECIFIED
ON PLANS
I
�I I� II II
4' 1 _ I- +— 4'—H
•••••• m m
PRECAST LEACH GALLEYS
H-20 LOADING
TO LEACHING LFA
TWO 1/2" DI.
VENT HOLES.
REMOVABLE
3.5' SAP
a
MANHOLE FRAME AND
COVER WITH 1" VENT HOLE,
IF APPLICABLE
CONCRETE BLOCKS AND
RISERS, AS NEEDED
FILTER FABRIC
- 2'
12" DIA. HDPE PIPE
CEMENT MORTAR (TYP.)
AROUND ALL PIPE O.D.
1-1/2" CRUSHED,
DOUBLE WASHED
STONE
"TEE TYPE" TRAP TO BE USED
IN 6' DIA. CATCH BASINS AND
MANHOLES.
TEE TRAP
LOCUS MAP
NOT TO SCALE
MAP 44 PARCELS T7 & T13
EXISTING/PROPOSED USE P-10 MUNICIPAL FIRE STATION
ZONING DISTRICT = R-25
FLOOD ZONE C
SITE NOT LOCATED IN AQUIFER PROTECTION DISTRICT
PARKING CALCULATION:
* NUMBER OF PARKING SPACES TO BE DETERMINED BY BUILDING INSPECTOR &
SITE PLAN REVIEW TEAM FOR P10 USE.
EXISTING SPACES = 16 TOTAL
EXISTING HANDICAP = 0
PROPOSED SPACES = 27 TOTAL
PROPOSED HANDICAP = 2
IN LOT TREE CALCULATION:
1 TREE PER 8 SPACES = APPROX. 3.4 TREES
IN LOT TREES PROVIDED = 4
NOTES:
1.) AREAS OF EXISTING PAVEMENT WILL BE OVERLAYED WITH 1 1/2 -
BITUMINOUS
/2"BITUMINOUS CONCRETE PAVEMENT.
2.) SCREEN PLANTINGS IN THE BUFFERS SHALL BE PROVIDED AS PER SECTION
301.4.5 OF THE TOWN OF YARMOUTH ZONING BYLAWS.