HomeMy WebLinkAbout374 Route 28 Site Plan 3011,, Mill
co
10yr 4/2
M
LOAMY SAND
10yr 6/6
16-96 C1
MEDIUM SAND
10yr 7/6
96-120 C2
N
Z
EXISTING GROUND EL.
<
U)
WATER ENCOUNTERED
OO
rr
OF 0.7'
OO
O
ELEVATION
7.3" NGVD
2 COURSES MIN. 5 COURSES MAX.
FRAME TO BE SET IN
PRECAST CONC. LEACHING CHAMBER
LOCUS
o
FULL BED OF MORTAR.
FILTER CLOTH
2
/-GROUT ALL AROUND
011,, Mill
LOCUS MAP
TOTAL BUILDING AREA
STORAGE AREA 300/1
OFFICE AREA 200/1
SECOND FLOOR APART,
/
/
PARKING REQUIRED / %8
1453± S.F.
80± S.F. 1
1373± S.F. 6+1 // // - 611 78
/ k
2 PER APARTMENT 2
10 - 2 = 5 + 2 = 7 // / / 2"cedar
7 REQUIRED - 9 PROVIDED / 77/
v (6)
PROPOSED / 1 /1��CEN. TO CCN. ( )
/ 5' HIGH p
ARBORVIDAE // (2)
(ARB) KS (�)
1
20.4'
N /F FAIRWINDS TRUST
PAVEMENT DETAIL k
ASSESSORS MAP 30 / �I�`'
1" TOP COAT
° °°° ° °2" BASE
12" GRAVEL
SOIL TEST
APRIL 30, 1997, WITNESSED BY AMY VON HONE
0-10 A
co
10yr 4/2
M
LOAMY SAND
10yr 6/6
16-96 C1
MEDIUM SAND
10yr 7/6
96-120 C2
N
10yr 8/3
EXISTING GROUND EL.
<
14.3'
WATER ENCOUNTERED
AT 7.7' ELEV. 6.6' NGVD
rr
LOCUS MAP
TOTAL BUILDING AREA
STORAGE AREA 300/1
OFFICE AREA 200/1
SECOND FLOOR APART,
/
/
PARKING REQUIRED / %8
1453± S.F.
80± S.F. 1
1373± S.F. 6+1 // // - 611 78
/ k
2 PER APARTMENT 2
10 - 2 = 5 + 2 = 7 // / / 2"cedar
7 REQUIRED - 9 PROVIDED / 77/
v (6)
PROPOSED / 1 /1��CEN. TO CCN. ( )
/ 5' HIGH p
ARBORVIDAE // (2)
(ARB) KS (�)
1
20.4'
N /F FAIRWINDS TRUST
PAVEMENT DETAIL k
ASSESSORS MAP 30 / �I�`'
1" TOP COAT
° °°° ° °2" BASE
12" GRAVEL
SOIL TEST
APRIL 30, 1997, WITNESSED BY AMY VON HONE
0-10 A
LOAMY SAND
10yr 4/2
10-16 B
LOAMY SAND
10yr 6/6
16-96 C1
MEDIUM SAND
10yr 7/6
96-120 C2
COARSE SAND
10yr 8/3
EXISTING GROUND EL.
= 14.9' - FORMERLY
14.3'
WATER ENCOUNTERED
AT 7.7' ELEV. 6.6' NGVD
USING MIW-29 ADJUSTMENT
OF 0.7'
ADJUSTED GROUNDWATER
ELEVATION
7.3" NGVD
Ann n r x0117
N /F
WILLIAM R. ABBOTT
& NANCY A. DUBE
ASSESSORS MAP 30
PARCEL 186
DEED 12722/60
1)
S60S6
40 F
/6' popular 8
(Q) �N-)i"A ES '�tPLAN EG
TREE LOCATION
/ 15.9 760 6"cedar ' Iy
20.0' ,� 2 ^
/ ^
PARCEL 171 / 8"cedor 2" YEW / 20.0oeao
DEED 11976/265 / / b relocate to (2)
relocai
/ 4caedarte tto 1 �raw
/, \ . 76
76 \ // / 4"cedor 10.0' 2i4�RgN CFR / 20.0'
O gcg6p 15.9
FgRI'F (5) /CONCRETE
Fq 4"cedar a BOUND FOUND
10.0, relocate to (41V- V- BROKEN
(� 4"spruce \ / �F \ 4" cedar
GG / 1 � relocate to (3) �/ / -' �,.
/ / 6"cedar 0 15.5' 6"cedar � ��4"cedar
/ reloca e
to (6)
PROPOSED
ik 7S // / 16.1 c MANHOLE
/ \ / RIM = 15.4'
INV. IN 12.2
CATCH BASIN
G' RIM = 14.9'
WG NNV. OUT 12.4
0� \
/ / Q
/ / �e 0
winterberry Q�4"
bushes
PROPOSED
/ ^
\y j,
a 3s MAIN ENT.
Y V ,3• EXISTING
oM WALL LIGHT
\vim
PROPOSED
WASHED \
LIGHTING
\8. apple
4" maple(MIN)\
relocate to (5)
25.5'-
16.0' L VAN 1
115.1 1
/ 1 �o> / CRAWL
#374 SP
1 STORY EXISTING 1 1/2 STORY CAPE
O
9G �� '
�P \ 6" maple
�J� \ '& 6"cedar
�Q)
/
0
ii
24" DIAMETER HEAVY
DUTY LeBARON
OR EQUIVALENT
bQQ GALLON LEACHING CHAMBER DET
SHOREY PRECAST LCB -600 H-20
INLET FROM CATCH BASIN ELEVATION 12.2'
ALL OTHER INVERTS TO BE EQUALIZED AT 12.0'
TOTAL LEACHING AREA
BOTTOM = 24.0 x 24.0' = 576 s.f.
SIDES = (24.0' x 3' + 24.0' x 3') x 2 = 288 s.f.
TOTAL LEACHING AREA = 864 S.F.
RIM = 14.9
MORTAR BED --�
2'-6" 18"-'24"
CONICAL
SECTION ;
INV. OUT 12.4' 12" RCP
LeBARON LK 121 CATCH BASIN FRAME
MANHOLE BROUGHT TO
8"
8"
SET FRAME IN FULL BED OF MORTAR
ELEV=15.5'
GRATE GRADE WITH BRICKS
OR REINFORCED CONCRETE
OR GROUND SURFACE
RICK LEVELING COURSE AS REQUIRED
GRADING RINGS.
FOR GRADE ADJUSTMENTS
2 COURSES MIN. 5 COURSES MAX.
FRAME TO BE SET IN
PRECAST CONC. LEACHING CHAMBER
PROVIDE "V" OPENING
FULL BED OF MORTAR.
FILTER CLOTH
/-GROUT ALL AROUND
TO MEET H-20 LOADING
a
ELEV=12.0
12" CORR/ ALUM PIPE CONNECTION S=0.02%
MORTAR ALL JOINTS
GREASE TRAP
O
INV=12.2
INLET
.._
MIN. 0.12 SQ. IN. STEEL PER
j
?
�:•:,.:.. '.:' 0
0 0
0 0 0 �•,•a'~
5"MIN
DESIGNATION M199
PEASTONE
CRUSHED STONE :::.: �; 0
0 0
.: :.
0 0 0
ELEV 9.0'
.7' ABOVE ADJ.
Ji
ELEV 7.3'
bQQ GALLON LEACHING CHAMBER DET
SHOREY PRECAST LCB -600 H-20
INLET FROM CATCH BASIN ELEVATION 12.2'
ALL OTHER INVERTS TO BE EQUALIZED AT 12.0'
TOTAL LEACHING AREA
BOTTOM = 24.0 x 24.0' = 576 s.f.
SIDES = (24.0' x 3' + 24.0' x 3') x 2 = 288 s.f.
TOTAL LEACHING AREA = 864 S.F.
RIM = 14.9
MORTAR BED --�
2'-6" 18"-'24"
CONICAL
SECTION ;
INV. OUT 12.4' 12" RCP
LeBARON LK 121 CATCH BASIN FRAME
AND GRATE IN PAVED AREAS.
8"
8"
SET FRAME IN FULL BED OF MORTAR
FINISHED ROAD GRADE
OR GROUND SURFACE
RICK LEVELING COURSE AS REQUIRED
2'-0'
FOR GRADE ADJUSTMENTS
2 COURSES MIN. 5 COURSES MAX.
ISO. oPENINGI
_
PROVIDE "V" OPENING
/-GROUT ALL AROUND
a
MORTAR ALL JOINTS
GREASE TRAP
O
,!.
4'-0"DIA.
MIN. 0.12 SQ. IN. STEEL PER
VERTICAL FOOT, PLACED
ACCORDING TO AASHTO
5"MIN
DESIGNATION M199