HomeMy WebLinkAbout83-1312 - Site Plan & Details+ MH
C
R=28.25
?g �
TC 1.1. — n1 UAnc,
ti
\ �r
\ WOODS /
\ - 34 f
\ i
33 i
4" DIA. GATE POST
EDGE OF PAVEMENT - 1`--6"
i
6 -18-
-H
M
,
I
rn
N
-STEEL BEAM RAIL WITH
RAIL WASHER AND BACKUP PLATE
_6" X 6" OFFSET BLOCK (MIN. V-2" LONG)
- 5/8" RAIL BOLT, 16" LONG
(1 PER POST, MIN. 2" THREAD)
WITH ROUND WASHER AND HEX NUT
- 6" X 8" WOOD POST
-FINISH GRADE
\'7
A.
/ DENSE GRADED
/ CRUSHED STONE ROAD
� X 33.6 WOODS
-PROP TREE LINE
\
`�`—�
�2
_PLAN
SCALE: 1" = 20'
I It.l U
NOTE: T�PICAL CATCH BASIN IN-PLACE.
L= PIP GATE DETAIL SEE DRAWING NO. LA -1 FOR NOTES AND LEGEND
NOT To SCALE �6" AN PRECAST LEACHING GALLEYS
DIAMETER = PIPE O.D. NOT TO SCALE
PLUS 1'-0' PROPOSED
DRAWING NO. ACCESS ROAD TO
;. ORIGINAL FULL SIZE DRAWING=4" LA -2 SANDY POND ELEVATED TANK
r REPRODUCTIONS MAY BE REDUCED SIZE i 94—Z2G
WHITMAN & HOWARD_ , INC. fi . y�`� Ylx _ �B NO.
APPROVED CONTRACT N0.
YARMOUTH, MASS
WELLESLEY, MASS. y
SITEPLAN 02/25/95 13:57 ACAD07
95-1
H:\94226\SITE\ CONCORD, N.H. SOUTH PORTLAND, MAINE. `a `�°te r
NO. DESCRIPTION DATE'`•+' DESIGNED DRAWN CHECKED SCALE JDATE
9422600 SITE PLAN AND DETAILS
KIDDER REVISIONS„4,. 2r2'�,9y qf(L• rpt'—'tJ AS NOTED DEC. 1994 sHE:r 2 of 4 sNEETs