HomeMy WebLinkAbout67 Chickadee Lane - By Law Only - Site Plan - Station 13HORSE
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ORIGINAL FULL SIZE DRAWING=4"
REPRODUCTIONS MAY BE REDUCED SIZE
WHITMAN HOWARD, INC.
APPROVED
45` WILLIAM STREET, WELLESLEY, MASS.
DESIGNED DRAW CHECK® ISCALE DATTE/�
N0. DESCRIPTION DATE 1»= 20' OCT. 1992
REVISIONS
EXISTING
------50
(- ry-y1�
— x x ---
K-1
Sof ---
CONTOUR
INDEX CONTOUR
SPOT ELEVATION
TREE LINE
LIMIT OF CONTRACT
CHAIN LINK FENCE
TRAVERSE POINT
PROPOSED
41
45
41.5
r
L
— x x
•• — BORDERING VEGETATED WETLAND
SILTATION BARRIER —SB—SB—
SEE
SB SBS
SEE PLAN
FOR GRADING
1/4"/FT. MIN.
8" COMPACTED DENSE BIT. CONC. PVMT.
GRADED CRUSHED STONE 1 1/2" TOP COURSE
8' COMPACTED SAND OR 2" BINDER COURSE
SAND AND GRAVEL SUBBASE
BITUMINOUS CONCRETE PAVEMENT
NOT TO SCALE
NOTES
1. ALL EXISTING ORGANIC MATERIAL WITHIN THE LIMIT OF CONTRACT SHALL BE
STRIPPED AND REMOVED.
2. THE LIMIT OF WORK LINE SHALL BE THE PROPOSED TREE LINE UNLESS SHOWN
THUS: L OR--SB--SB— .
3. LOAM, SEED AND MULCH ALL AREAS DISTURBED BY THE WORK OF THIS CONTRACT,
EXCEPT THOSE AREAS RECEMNG BITUMINOUS CONCRETE.
4. THE PROPOSED BITUMINOUS CONCRETE ACCESS ROADS, PARKING AREAS,
WALKWAYS, AND AREAS AROUND THE CORROSION FACILITY AND PUMPING
STATION SHALL BE A TOTAL THICKNESS OF 3-1/2" BITUMINOUS CONCRETE
(BINDER COURSE OF 2- AND TOP COURSE OF 1-1/2-). BASE FOR BITUMINOUS
CONCRETE SHALL BE A MINIMUM 8' OF DENSE GRADED CRUSHED STONE (COMPACTED)
ON AN APPROVED 80 OF SAND OR SAND AND GRAVEL SUBBASE (COMPACTED).
BITUMINOUS CONCRETE SHALL EXTEND ONE FOOT BEYOND THE CHAIN LINK FENCE.
THE LIMITS OF PROPOSED BITUMINOUS CONCRETE PAVEMENT IS SHOWN SHADED ON
THE SITE PLANS.
5. ALL BITUMINOUS CONCRETE DISTURBED FOR UTILITIES SHALL BE CUT BACK TO
UNDISTURBED MATERIAL PARALLEL TO THE TRENCH AND REPAVED. REPLACEMENT
OF PAVEMENT INCLUDING BASE AND SUBBASE MATERIALS SHALL BE IN ACCORDANCE
WITH ITEM 4 ABOVE.
6. BITUMINOUS CONCRETE OVERLAY SHALL BE 1-1/2- THICK AND SHALL EXTEND FULL
WIDTH OF ROADWAY INCLUDING BERM. KEY OVERLAY INTO EXISTING ROAD SURFACE.
KEYS TO BE FULL ROAD WIDTH BY FULL PAVEMENT THICKNESS BY 12" WIDE AND 2" DEEP.
7. ALL TREES, STUMPS, BRUSH, UNSUITABLE ORGANIC MATERIALS, AND EXCESS SITE
MATERIALS THAT CANNOT BE REUSED AND ALL EXISTING BITUMINOUS CONCRETE,
FENCING, STRUCTURES, AND UTILITIES NOTED TO BE REMOVED SHALL BE THE
PROPERTY OF THE CONTRACTOR AND LEGALLY DISPOSED OF UNLESS OTHERWISE NOTED.
8. OUTSIDE DIMENSIONS OF THE CORROSION CONTROL FACILITY ARE 37'-40 x 20'-0" AND
CONCRETE CHEMICAL INJECTION VAULT ARE 12'-8" X 8'-8".
DRAWING NO.
LA
Jos No. 91-269
CONTRACT NO.
92-2
4 OF 16 sm
PROPOSED
CORROSION CONTROL FACILITIES
YARMOUTH, MASS*
SITE PLAN
FACILITY FOR PUMPING STATION NO. 13