72 Horse Pond Road - By Law Only - Site Plan - Station 17LOCUS MAP
SCALE: 1"=2000'
ASSESSOR'S MAPS 40,48
PARCEL NO. Rl
ZONE DISTRICT: R40
LEGEND
IV EX PROPOSED
4P CONTOUR
41
Ln INDEX CONTOUR —
in I k HYD —50 45
SPOT ELEVATION 41.5
TREE LINE
HE7L4N.0 fZAG I CP
\ \ 0 LIMIT OF CONTRACT L
0
A STONE OIJT_ALL--k\ CHAIN LINK FENCE —X—X—
tp
\ \ \ 3:1 FILL SLOPE PK 7Z?Y fl S% TRAVERSE POINT
.---o Y -CUT /A/ RT REAR\ \ \ \ \ \ \ �� _ \
BOAtNET NOT OF H)URAMT
—1 1/4* ELECTRICAL TAG /7437 - f-tf-V 27.J7
CO
4 D.I. DRAIN NDUIT
OUTLET EL 26.00
� � � \ \ \ �. � '- -- —, ., � des / � ,ti �/ / / � �
\ \ \ \\\ -- ? 6' /� ' r/�i /V ,--CUT AND CONNECT TO
PROPOSED EXIST. 8" WATER MAIN
CORROSION CONTROL FACILITY WOODS 8--1/8 BEND
o- cfvir% cl=%ir
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
BIT. CONC. PVMT.
BORDERING VEGETATED WETLAND
AND CONCRETE VAIJ 85
A7ro AM SILTATION BARRIER
LP GAS TANK ✓
D.I.
FOR PUMPING STATION NO. 17
SILL EL 33.00SB _SB_
X(3
3,000 GALLON HYDROXIDE TANK I 3 GAS WOODS
LINE
\-CUT AND CAP EXIST.
8 /WATER MAIN
REFER TO ELECTRICAL
PLANS FOR CONTINUATION
NOTES
EXIST. SIT. CONC, PAVT. TO BE REMOVED
THIS AREA. 1. ALL EXISTING ORGANIC MATERIAL WITHIN THE LIMIT OF CONTRACT SHALL BE
CHEMICAL INJECTION VAULT/ STRIPPED AND REMOVED.
BIT.
ONC, PV ... T.O.C. EL 33.00
11- CURB STOP .. 2. THE LIMIT OF WORK LINE SHALL BE THE PROPOSED TREE LINE UNLESS SHOWN
PRO TREE LIN —L—OR —SB SB— -
�_�8 CL CE BOX THUS:
[;RM
1 . SAMPLING . ....... 7CONC. B
3:1 CUT SLOPE ...... 3. LOAM, SEED AND MULCH ALL AREAS DISTURBED BY THE WORK OF THIS CONTRACT
toll LINE ---15R' -1" CORPORATION COCK EXCEPT THOSE AREAS RECEIVING BITUMINOUS CONCRETE.
(TAP PIPE)
16 bou 4. THE PROPOSED BITUMINOUS CONCRETE ACCESS ROADS, PARKING AREAS,
LEAF OA WALKWAYS, AND AREAS AROUND THE CORROSION FACILITY AND PUMPING
7'27'37 6• IZTA-nf)KI <t4AII RP A TOTAL THICKNESS OF 3-119- BITUMINOUS CONCRETE
�pv I \ i � L
(3) B-21 '41 82'3;�22.4- (BINDER COURSE OF 2� AND TOP COURSE OF 1-1/2-). BASE FOR BITUMINOUS
1 48 END ....... CONCRETE SHALL BE A MINIMUM B" OF DENSE GRADED CRUSHED STONE (COMPACTED)
4�
ON AN APPROVED 8" OF SAND OR SAND AND GRAVEL SUBBASE (COMPACTED).
........... .... I ...... ...... a
Co CONCRETE SHALL EXTEND ONE FOOT BEYOND THE CHAIN LINK FENCE.
0 BITUMINOUS
T n0f) .......
DIRT ROAD i........... THE LIMITS OF PROPOSED BITUMINOUS CONCRETE PAVEMENT IS SHOWN SHADED ON
.... ............. ........
*57*39 C THE SITE PLANS.
........... ....... ...... .. ............. .......
... ..... . U
5. ALL BITUMINOUS CONCRETE DISTURBED FOR UTILITIES SHALL
BE CUT BACK TO
..........
BIT ERM PDP17"'f4r5sU
UNDISTURBED MATERIAL PARALLEL TO THE TRENCH AND REPAVED. REPLACEMENT
PK OF PAVEMENT INCLUDING BASE AND SUBBASE MATERIALS SHALL BE IN ACCORDANCE
42YYY y Y WITH ITEM 4 ABOVE
WOODS 8x8'x8' TEE 6. BITUMINOUS CONCRETE OVERLAY SHALL BE 1-1/2- THICK AND SHALL EXTEND FULL
10ox8* REDUCER WIDTH OF ROADWAY INCLUDING BERM. KEY OVERLAY INTO EXISTING ROAD SURFACE
r\ (2) 8--1/8 BENDS KEYS TO BE FULL ROAD WIDTH BY FULL PAVEMENT THICKNESS BY 12" WIDE AND 2" DEEP.
3:1 CUT SLOPE-----/ CUT AND CONNECT TO 8', 7.1. }(MATER MAIN CUT AND CAP . /
EXIST. 80 WATER MAIN EXIST. WATER "AIN' Tsm "fj 7. ALL TREES, STUMPS, BRUSH, UNSUITABLE ORGANIC MATERIALS, AND EXCESS SITE
SPIKE IN Pp'f5'y41.q MATERIALS THAT CANNOT BE REUSED AND ALL EXISTING BITUMINOUS CONCRETE,
V, PROP. TREE LINE (2) 80-1/16 BENDS 0. 7' UP FENCING, STRUCTURES, AND UTIUTIES NOTED TO BE REMOVED SHALL BE THE
8 SOLID SLEEVE ELEVJ5.24
PROPERTY OF THE CONTRACTOR AND LEGALLY DISPOSED OF UNLESS OTHERWISE NOTED.
8. OUTSIDE DIMENSIONS OF THE CORROSION CONTROL FACILITY ARE 3r -4w x 20'-00 AND
I , ` ` / A CONCRETE CHEMICAL INJECTION VAULT ARE 12'-8w X 8'-8*.
165.00'
134.05'
49.99'
PROPOSED.
DRAWNG NO.
TIES
Ili OF ORIGINAL FULL SIZE DRAWNG=4" CORROSION CONTROL FACILI
I LA 14
Rceem L: lid REPRODUCTIONS MAY BE REDUCED SIZE JOB NO.
WAM
—269
APPROVED PM WHITMAN HOWARD, INC* 91
F
-7 tb. 7M4
,/�K YARMOUTH, MASS
DATE :Q APPROVED CONTRACT NO.
92-2
45 WILLIAM STREET,. WELLESLEYo MASS. 90" 1, 1
AL SITE PLAN
A
DATE
DESCRIPTION 1) DESIGNED DRAWN CHECKED ISCAIX
1 =20 OCT.- 1992 sl='"�. 5 ;OF 16 smEM FACILITY FOR- PUMPING STATION NO. 17
REVISIONS
C-)
O
LOCUS
NORSE
PO
\qtBIG
SANDY
POND
LOCUS MAP
SCALE: 1"=2000'
ASSESSOR'S MAPS 40,48
PARCEL NO. Rl
ZONE DISTRICT: R40
LEGEND
IV EX PROPOSED
4P CONTOUR
41
Ln INDEX CONTOUR —
in I k HYD —50 45
SPOT ELEVATION 41.5
TREE LINE
HE7L4N.0 fZAG I CP
\ \ 0 LIMIT OF CONTRACT L
0
A STONE OIJT_ALL--k\ CHAIN LINK FENCE —X—X—
tp
\ \ \ 3:1 FILL SLOPE PK 7Z?Y fl S% TRAVERSE POINT
.---o Y -CUT /A/ RT REAR\ \ \ \ \ \ \ �� _ \
BOAtNET NOT OF H)URAMT
—1 1/4* ELECTRICAL TAG /7437 - f-tf-V 27.J7
CO
4 D.I. DRAIN NDUIT
OUTLET EL 26.00
� � � \ \ \ �. � '- -- —, ., � des / � ,ti �/ / / � �
\ \ \ \\\ -- ? 6' /� ' r/�i /V ,--CUT AND CONNECT TO
PROPOSED EXIST. 8" WATER MAIN
CORROSION CONTROL FACILITY WOODS 8--1/8 BEND
o- cfvir% cl=%ir
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
BIT. CONC. PVMT.
BORDERING VEGETATED WETLAND
AND CONCRETE VAIJ 85
A7ro AM SILTATION BARRIER
LP GAS TANK ✓
D.I.
FOR PUMPING STATION NO. 17
SILL EL 33.00SB _SB_
X(3
3,000 GALLON HYDROXIDE TANK I 3 GAS WOODS
LINE
\-CUT AND CAP EXIST.
8 /WATER MAIN
REFER TO ELECTRICAL
PLANS FOR CONTINUATION
NOTES
EXIST. SIT. CONC, PAVT. TO BE REMOVED
THIS AREA. 1. ALL EXISTING ORGANIC MATERIAL WITHIN THE LIMIT OF CONTRACT SHALL BE
CHEMICAL INJECTION VAULT/ STRIPPED AND REMOVED.
BIT.
ONC, PV ... T.O.C. EL 33.00
11- CURB STOP .. 2. THE LIMIT OF WORK LINE SHALL BE THE PROPOSED TREE LINE UNLESS SHOWN
PRO TREE LIN —L—OR —SB SB— -
�_�8 CL CE BOX THUS:
[;RM
1 . SAMPLING . ....... 7CONC. B
3:1 CUT SLOPE ...... 3. LOAM, SEED AND MULCH ALL AREAS DISTURBED BY THE WORK OF THIS CONTRACT
toll LINE ---15R' -1" CORPORATION COCK EXCEPT THOSE AREAS RECEIVING BITUMINOUS CONCRETE.
(TAP PIPE)
16 bou 4. THE PROPOSED BITUMINOUS CONCRETE ACCESS ROADS, PARKING AREAS,
LEAF OA WALKWAYS, AND AREAS AROUND THE CORROSION FACILITY AND PUMPING
7'27'37 6• IZTA-nf)KI <t4AII RP A TOTAL THICKNESS OF 3-119- BITUMINOUS CONCRETE
�pv I \ i � L
(3) B-21 '41 82'3;�22.4- (BINDER COURSE OF 2� AND TOP COURSE OF 1-1/2-). BASE FOR BITUMINOUS
1 48 END ....... CONCRETE SHALL BE A MINIMUM B" OF DENSE GRADED CRUSHED STONE (COMPACTED)
4�
ON AN APPROVED 8" OF SAND OR SAND AND GRAVEL SUBBASE (COMPACTED).
........... .... I ...... ...... a
Co CONCRETE SHALL EXTEND ONE FOOT BEYOND THE CHAIN LINK FENCE.
0 BITUMINOUS
T n0f) .......
DIRT ROAD i........... THE LIMITS OF PROPOSED BITUMINOUS CONCRETE PAVEMENT IS SHOWN SHADED ON
.... ............. ........
*57*39 C THE SITE PLANS.
........... ....... ...... .. ............. .......
... ..... . U
5. ALL BITUMINOUS CONCRETE DISTURBED FOR UTILITIES SHALL
BE CUT BACK TO
..........
BIT ERM PDP17"'f4r5sU
UNDISTURBED MATERIAL PARALLEL TO THE TRENCH AND REPAVED. REPLACEMENT
PK OF PAVEMENT INCLUDING BASE AND SUBBASE MATERIALS SHALL BE IN ACCORDANCE
42YYY y Y WITH ITEM 4 ABOVE
WOODS 8x8'x8' TEE 6. BITUMINOUS CONCRETE OVERLAY SHALL BE 1-1/2- THICK AND SHALL EXTEND FULL
10ox8* REDUCER WIDTH OF ROADWAY INCLUDING BERM. KEY OVERLAY INTO EXISTING ROAD SURFACE
r\ (2) 8--1/8 BENDS KEYS TO BE FULL ROAD WIDTH BY FULL PAVEMENT THICKNESS BY 12" WIDE AND 2" DEEP.
3:1 CUT SLOPE-----/ CUT AND CONNECT TO 8', 7.1. }(MATER MAIN CUT AND CAP . /
EXIST. 80 WATER MAIN EXIST. WATER "AIN' Tsm "fj 7. ALL TREES, STUMPS, BRUSH, UNSUITABLE ORGANIC MATERIALS, AND EXCESS SITE
SPIKE IN Pp'f5'y41.q MATERIALS THAT CANNOT BE REUSED AND ALL EXISTING BITUMINOUS CONCRETE,
V, PROP. TREE LINE (2) 80-1/16 BENDS 0. 7' UP FENCING, STRUCTURES, AND UTIUTIES NOTED TO BE REMOVED SHALL BE THE
8 SOLID SLEEVE ELEVJ5.24
PROPERTY OF THE CONTRACTOR AND LEGALLY DISPOSED OF UNLESS OTHERWISE NOTED.
8. OUTSIDE DIMENSIONS OF THE CORROSION CONTROL FACILITY ARE 3r -4w x 20'-00 AND
I , ` ` / A CONCRETE CHEMICAL INJECTION VAULT ARE 12'-8w X 8'-8*.
165.00'
134.05'
49.99'
PROPOSED.
DRAWNG NO.
TIES
Ili OF ORIGINAL FULL SIZE DRAWNG=4" CORROSION CONTROL FACILI
I LA 14
Rceem L: lid REPRODUCTIONS MAY BE REDUCED SIZE JOB NO.
WAM
—269
APPROVED PM WHITMAN HOWARD, INC* 91
F
-7 tb. 7M4
,/�K YARMOUTH, MASS
DATE :Q APPROVED CONTRACT NO.
92-2
45 WILLIAM STREET,. WELLESLEYo MASS. 90" 1, 1
AL SITE PLAN
A
DATE
DESCRIPTION 1) DESIGNED DRAWN CHECKED ISCAIX
1 =20 OCT.- 1992 sl='"�. 5 ;OF 16 smEM FACILITY FOR- PUMPING STATION NO. 17
REVISIONS