HomeMy WebLinkAbout83-1221 - Site PlanLOCUS MAP
SCALE: 1"=2000'
co ., \ ASSESSOR'S MAPS 39,40,47,48
/ / —25— � � \ \ \ PROP. TREE UNE �• PARCEL. N0. A2
ZONE DISTRICT: R40
/ / . / — \ \ �\ \ ANDOGATE�ST F
CLvi
I / STONE OU ALLY \ \ WOOS
PROPOSED
/ \ \ _ 20' DOUBLE
ATE
CORROSION CONTROL FACILITY L
/ / \ E
FOR PUMPING STATION NO. 14 20
"'�J
SILL EL 24.25 /
1,500 GALLON HYDROXIDE TANK V 4 'I / i
l
I
< : _ SQ 3:1 CUT SLOPE
GAS TANK 1':...
AND CONCRETE PAD a \\- GA
131T
1" BER _
1" CURB STOP _
& BOX
{ FENCE
1
I I I 4 D.L DRAIN 3 - S�� .....--..
I i 4 C.L. FENCE-- v2:. •::::
OUTLET EL 17.20 - -J 2 — WITH 20' WINGS\
4-- -- _ —
Ut
3/4' GAS
LINE
a ` :' =BIT. CONC. PVMT WliOg� / / PR BITCONC. VERLAY
I -
PROF BIT.0 NC.PAVL
::. BEN :ol
pp/91-93
No S/v 75 ` THE LIMIT OF WORK INCLUDES
THE j
R ^�` AND BITUMINOUS
FENCE WORK. WOODS
WORK WOODS
k
DOUBLE ` /- 8" D.I. WATER MAIN \ 1 I \
LEAF GATE
ao 3:1 CUT SLOPE
N rnON HEM. INJ. V
� VAULT
J `D T.O. . EL 24.25 \ I
/ 8"-1/8 BEND m \ {
WOODS/ 80-1/16 BEND 25 \ r-1' SAMPLING UNE
—
/ / \ �...........: . :......: :::.... :- \\ 1 CORPORATION COCK ENTRANCE AT HIGGINS CROWELL ROAD
\ \ \ / �~ •�: :..; \ \ -�'� :. i (TAP PIPE)
/ REMOVE EXIST. :
GUT AND AP HYDRANT
EXIST WA
, -CUT AND CONNECT TO \
FPG ABLE MAIN _,� , . \ EXIST. 8' WATER MAIN
CUT AND CA EXISL ` (2) 8 -1/8 BENDS
— _ WATER MAIN o \\ NOTES
/ / G� ' • ��, / `` --20 `mss\� \ F 1. ALL EXISTING ORGANIC MATERIAL WITHIN THE LIMIT OF CONTRACT SHALL BE
'---� \ F
STRIPPED AND REMOVED.
M Ve / / LEGEND 2. THE LIMIT OF WORK LINE SHALL BE THE PROPOSED TREE LINE UNLESS SHOWN
Oy
q 0 \ PROPOSED
THUS: L OR —SB—SB-
3.
SB SB— .
�` CONTOUR 41
/ 3. LOAM, SEED AND MULCH ALL AREAS DISTURBED BY THE WORK OF THIS CONTRACT
EXCEPT THOSE AREAS RECEIVING BITUMINOUS CONCRETE-
0
\ l oras WO S \ —50 INDEX CONTOUR rob
j Z9 CONNECT TO EXIST \' Q \ �� SPOT ELEVATION 41.5 4. THE PROPOSED BITUMINOUS CONCRETE ACCESS ROADS, PARKING AREAS,
8 WATER MAIN \, 0 WALKWAYS, AND AREAS AROUND THE CORROSION FAGUTY AND PUMPING
IBM 1 \\\ \ ti �� STATION SHALL BE A TOTAL THICKNESS OF 3-1/2 BITUMINOUS CONCRETE
HYDRANT #
- B"x8'x6" V.A. TEE X-CUT /N RT FRONT yy£7LiND FLAG \\ \\ \� \ TREE LINE (BINDER COURSE OF 2" AND TOP COURSE OF 1-1/2'). BASE FOR BITUMINOUS
T OF HYDRANT \ CONCRETE SHALL BE A MINIMUM 8" OF DENSE GRADED CRUSHED STONE (COMPACTED)
6" GATE VALVE BONNET NU
6" GATE VALVE TAGP.518 AI - ELEY. 25.60 \ LIMIT OF CONTRACT L ON AN APPROVED 8' OF SAND OR SAND AND GRAVEL SUBBASE (COMPACTED).
6"-1/16 BEND \ \ \ BITUMINOUS CONCRETE SHALL EXTEND ONE FOOT BEYOND THE CHAIN LINK FENCE.
\ —/ x . — CHAIN LINK FENCE — x x THE LIMITS OF PROPOSED BITUMINOUS CONCRETE PAVEMENT IS SHOWN SHADED ON 8"-1/16 BEND YrF7LAND fZAG THE SITE PLANS.
PUMP/NG 5TATOM NO, 14 \ \ \ ^�— TRAVERSE POINT
SILL fZ. 25.50 \ \ \ \� S/N 5, ALL BITUMINOUS CONCRETE DISTURBED FOR UTILITIES SHALL BE CUT BACK TO
/ WOODS i � � \ � \ •..•..••.••••.-.,,,,. UNDISTURBED MATERIAL PARALLEL TO THE TRENCH AND REPINED. REPLACEMENT
SEE PLAN BIT. CONC. PNMT. OF PAVEMENT INCLUDING BASE AND SUBBASE MATERIALS SHALL BE IN ACCORDANCE
FOR GRADING \ \ . �, \� WITH ITEM 4 ABOVE.
1/4'/FT. MIN. ` � �
..�1/4"— 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.
a \ BIT. CONC. OVERLAY
KEYS TO BE FULL ROAD WIDTH BY FULL PAVEMENT THICKNESS BY 12' MADE AND 2' DEEP.
O 7ZAND fZAG
7. ALL TREES, STUMPS, BRUSH, UNSUITABLE ORGANIC MATERIALS, AND EXCESS SITE
t MATERIALS THAT CANNOT BE REUSED AND ALL EXISTING BITUMINOUS CONCRETE,
8" COMPACTED DENSE BIT. CONC. PVMT 0\ BORDERING VEGETATED WETLAND FENCING, STRUCTURES, AND UTILITIES NOTED TO BE REMOVED SHALL BE THE
2 p 9 GRADED CRUSHED STONED1 1/2` TOP COURSE PROPERTY OF THE CONTRACTOR ANLEGALLY DISPOSED OF UNLESS OTHERWISE NOTED
�\ f%Lr7L q �ngNO .2qG 8' COMPACTED SAND OR- 2" BINDER COURSE "Po�Os SILTATION BARRIER —SB SB 8 OUTSIDE DIMENSIONS OF THE CORROSION CONTROL FACILITY ARE 32'-0" x 20'-0' AND
SAND AND GRAVEL SUBBASE CONCRETE CHEMICAL INJECTION VAULT ARE 12'-8" X 8'-8".
BITUMINOUS CONCRETE PAVEMENT
PROPOSED
NOT TO SCALE
DRAWING NO-
oRlclivAl FUcI slzE �RAwINc=4» CORROSION CONTROL FACILITIES
ASN OF - -.-
LA-4
� REPRODUCTIONS MAY BE REDUCED SIZE I JOB No.
WHITMAN & HOWARD, INC.
ROtiEATL 91-269 YARMOUTH, MASS*
CiVN H APPROVED �,.,n � CONTRACT NQ
45 WILLIAM STREET, WELL.ESLEY, MASS.. rb.rne� Ke�• WM-- 92-3
SITE PLAN
NO. DESCRIPTIONOATL Ems^ DESIGNED DRAWN CHECKED SCALE DATE
REVISIONSs1••'1"=20' NOV. 1992 s 5 of 14 sHEETs FACILITY FOR PUMPING STATION N0. 14