HomeMy WebLinkAbout67 Chickadee Lane - By Law Only - Site Plan - Station 13002�jBIG
SANDY
POND
LOCUS MAP
SCALE: 1"=2000'
ASSESSOR'S MAP
PARCEL NO. F1
ZONE DISTRICT: R4
i
1
X 50.6_
cn
CONTOUR .
INDEX CONTOUR
SPOT ELEVATION
TREE LINE
LIMIT OF CONTRACT
CHAIN LINK FENCE
TRAVERSE POINT
BIT. CONC. PVMT.
BIT. CONC. OVERLAY
PROPOSED
41
45
41.5
L
— x x
\ UNPROP.
-REE-- 0 / — _ .. _ BORDERING VEGETATED WETLAND
ti \ 1Y000 % _.
SILTATION BARRIER —SB SB_
4 -
\ `45-
3:1 CUT SLOPE
PP/PL852f 7
TRANS & U )CAB( 40
—40
i
.BEACHING PIT
PIT-SEE,�.•_ AN
1 p` _��.� ._ - 28 � � - `\\\ FOR GRADING
M gt�\�p�l \ ^YI. \ �> — _ _ - -� /: i \ 35 \ 1/4 -/FT, MIN.
,IOP. BIT. D.I. DRAIN \\
- -- -
\
CONC:-BERM '- - __ EMy a\ x 7— x "\ , \ - OUTLET EL 24.25
CORP. COCK G `
(TAP PIPE} ,• . : 1" CURB STOP
.25
- .: •T •.. :..
. ,0... ..:....:.:::. �I
_ WOODS ' r� &BOX .. 3/4" GA� BOLI -ARDS 8" COMPACTED DENSE BIT. CONC. PVMT.
\ f ``' 30 16' DOUBLE 3a' d LINE J ` WOODS GRADED CRUSHED STONE 1 1/2' TOP COURSE
\ ,r •-: :. x rn 2' BINDER COURSE
LEAF GATE '1 h TANK f` - 18 COMPACTED SAND OR
SAMPLJNG k "� W/ LP GAS TANK
I \ L
LINE , 2p ^ 1�•k C T'AD �� AND CONCRETE PAD - 30 SAND AND GRAVEL SUBBASE
'Q::...... ... -
I 1 :. .:.: Gas x.25
I \ REMOVE LP GAS TANK,
�� �' Bo«AR, BITUMINOUS CONCRETE PAVEMENT
10'x10" TAPPING /—' J _ \ 10 D.l: f K-2'� Y CSF CONC. AND BOLL4RD5
\ti :.. CL GA TE - x
/ y r WATER MAIN FND PK _ _ NOT TO SCALE
SLEEVE AND VALVE I„I0�/E _
10"-116 BENDALIGN
__ -� �.� ,� /--BOLLARDS ` CND GATES-� BIT RUN . �+
10"-1 8 BEND tf
/ —!r5'/�fT NC BERM :.{t MER :raa-ca . :.• a
CUT AND PLACE MJ PLUG/• f J
IN 10'x100 TEE / �o EpCL CATS 1
f ROVE
CUT AND CA / I :; �'� �� , ' / . r- J- �< -_ o o BI CONC. i !
EXIST- WATER MAIN :{
--
f 0)
1z, �' FO(3q —3O 93� � K-1 /l' ' J, pG o NOTES ,
ll
E ACK s� f`:: } : HEX,qND fL
G = t m fw-PK
BIT. CONC. sy ¢N�13-1 / L ALL EXISTING ORGANIC MATERIAL WITHIN THE LIMIT OF CONTRACT SHALL BE
BIT. CONC. PVMT. x t STRIPPED AND REMOVED.
IBM //3
SPIKE /N PP,fPL 19
0.8' UP
ELEV- 31.95
PP,jvPL 19
WOODS I j (-HYDRANT- 25-
�j 10"x10 x6 V.A.TEE
BIT. C. BERM 6` GATE VALVE
REMOVE EXIST. BIT. 16' WATER MAIN WOODS
i CONIC. PVMT. AND BERM CUT AND CAP EXIST.
I 1 ( \ 10' WATER MAIN
t I I \ REMOVE EXIST. HYD.
I 1 \\ AND GATE BOX
30! Il CHEM. ]NJ. VAULT
50 i T.O.C. EL 30.50 CUT AND CONNECT TO
\ ' WETLANDS _ _- —PUMP/NG STATION NO. 13
EXIST. 10 WATER MAIN
24 10"-1/16 BEND SILL EL.0.76
N
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 RECEIVING 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 B' OF DENSE GRADED CRUSHED STONE (COMPACTED)
ON AN APPROVED 8" 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
u Bii Z� OF PAVEMENT INCLUDING BASE AND SUBBASE MATERIALS SHALL BE IN ACCORDANCE
,O\ T&M f 1 WITH ITEM 4 ABOVE.
X -CUT LN RT fRONT 6. BITUMINOUS CONCRETE OVERLAY SHALL BE 1-1/2" THICK AND SHALL EXTEND FULL
OF BONNET NUT OF H0,4ANT 2`5.00 19.00'WIDTH OF ROADWAY INCLUDING BERM. KEY OVERLAY INTO EXISTING ROAD SURFACE.
TAG /1237 - ELEV. ,31.06 45.73' KEYS TO BE FULL ROAD WIDTH BY FULL PAVEMENT THICKNESS BY 12" WIDE AND 2" DEEP.
o,I,F
0 9 7. ALL TREES, STUMPS, BRUSH, UNSUITABLE ORGANIC MATERIALS, AND EXCESS SITE
Al m MATERIALS THAT CANNOT BE REUSED AND ALL EXISTING BITUMINOUS CONCRETE,
fn FENCING, STRUCTURES, AND UTILITIES NOTED TO BE REMOVED SHALL BE THE
/ ter••- PROPERTY OF THE CONTRACTOR AND LEGALLY DISPOSED OF UNLESS OTHERWISE NOTED.
d aW
8. OUTSIDE DIMENSIONS OF THE CORROSION CONTROL FACILITY ARE 37'-4' x 20'-0` AND
00 CONCRETE CHEMICAL INJECTION VAULT ARE '12'-8" X
woZ
z
ca �t
¢$
PROPOSED
:
WHITMAN & HOWARD, INC.
A
M T LLESLEY . MASS:
45WILLIAM STREET, VJE
_
���tiSH OF
�,�,: , i
NO. zrs€u
. pEC/TEQ �
f
'
L ORIGINAL FULL SIZE DRAWNG=4" _�
1�' REPRODUCTIONS MAY BE REDUCED SIZE
DRAWING NO.
LA -3
CORROSION CONTROL FACILITIES
JOB N0. 91-269
YARMOUTH, MASS:
_
APPROVED '
.tv
�'K""""`'. , . _
CONTRACT N0.
92-2
SITE PLAN
FACILITY FOR PUMPING STATION NO. 13
DESGNED
DRAVIN
CHECKED
SCALE'
»_,
! . 20
DATE
OCT. 1992
of 16 :Eml
N0.
_
< DESCRIPTION
DAT[
REVISIONS
- 45
CONTOUR .
INDEX CONTOUR
SPOT ELEVATION
TREE LINE
LIMIT OF CONTRACT
CHAIN LINK FENCE
TRAVERSE POINT
BIT. CONC. PVMT.
BIT. CONC. OVERLAY
PROPOSED
41
45
41.5
L
— x x
\ UNPROP.
-REE-- 0 / — _ .. _ BORDERING VEGETATED WETLAND
ti \ 1Y000 % _.
SILTATION BARRIER —SB SB_
4 -
\ `45-
3:1 CUT SLOPE
PP/PL852f 7
TRANS & U )CAB( 40
—40
i
.BEACHING PIT
PIT-SEE,�.•_ AN
1 p` _��.� ._ - 28 � � - `\\\ FOR GRADING
M gt�\�p�l \ ^YI. \ �> — _ _ - -� /: i \ 35 \ 1/4 -/FT, MIN.
,IOP. BIT. D.I. DRAIN \\
- -- -
\
CONC:-BERM '- - __ EMy a\ x 7— x "\ , \ - OUTLET EL 24.25
CORP. COCK G `
(TAP PIPE} ,• . : 1" CURB STOP
.25
- .: •T •.. :..
. ,0... ..:....:.:::. �I
_ WOODS ' r� &BOX .. 3/4" GA� BOLI -ARDS 8" COMPACTED DENSE BIT. CONC. PVMT.
\ f ``' 30 16' DOUBLE 3a' d LINE J ` WOODS GRADED CRUSHED STONE 1 1/2' TOP COURSE
\ ,r •-: :. x rn 2' BINDER COURSE
LEAF GATE '1 h TANK f` - 18 COMPACTED SAND OR
SAMPLJNG k "� W/ LP GAS TANK
I \ L
LINE , 2p ^ 1�•k C T'AD �� AND CONCRETE PAD - 30 SAND AND GRAVEL SUBBASE
'Q::...... ... -
I 1 :. .:.: Gas x.25
I \ REMOVE LP GAS TANK,
�� �' Bo«AR, BITUMINOUS CONCRETE PAVEMENT
10'x10" TAPPING /—' J _ \ 10 D.l: f K-2'� Y CSF CONC. AND BOLL4RD5
\ti :.. CL GA TE - x
/ y r WATER MAIN FND PK _ _ NOT TO SCALE
SLEEVE AND VALVE I„I0�/E _
10"-116 BENDALIGN
__ -� �.� ,� /--BOLLARDS ` CND GATES-� BIT RUN . �+
10"-1 8 BEND tf
/ —!r5'/�fT NC BERM :.{t MER :raa-ca . :.• a
CUT AND PLACE MJ PLUG/• f J
IN 10'x100 TEE / �o EpCL CATS 1
f ROVE
CUT AND CA / I :; �'� �� , ' / . r- J- �< -_ o o BI CONC. i !
EXIST- WATER MAIN :{
--
f 0)
1z, �' FO(3q —3O 93� � K-1 /l' ' J, pG o NOTES ,
ll
E ACK s� f`:: } : HEX,qND fL
G = t m fw-PK
BIT. CONC. sy ¢N�13-1 / L ALL EXISTING ORGANIC MATERIAL WITHIN THE LIMIT OF CONTRACT SHALL BE
BIT. CONC. PVMT. x t STRIPPED AND REMOVED.
IBM //3
SPIKE /N PP,fPL 19
0.8' UP
ELEV- 31.95
PP,jvPL 19
WOODS I j (-HYDRANT- 25-
�j 10"x10 x6 V.A.TEE
BIT. C. BERM 6` GATE VALVE
REMOVE EXIST. BIT. 16' WATER MAIN WOODS
i CONIC. PVMT. AND BERM CUT AND CAP EXIST.
I 1 ( \ 10' WATER MAIN
t I I \ REMOVE EXIST. HYD.
I 1 \\ AND GATE BOX
30! Il CHEM. ]NJ. VAULT
50 i T.O.C. EL 30.50 CUT AND CONNECT TO
\ ' WETLANDS _ _- —PUMP/NG STATION NO. 13
EXIST. 10 WATER MAIN
24 10"-1/16 BEND SILL EL.0.76
N
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 RECEIVING 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 B' OF DENSE GRADED CRUSHED STONE (COMPACTED)
ON AN APPROVED 8" 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
u Bii Z� OF PAVEMENT INCLUDING BASE AND SUBBASE MATERIALS SHALL BE IN ACCORDANCE
,O\ T&M f 1 WITH ITEM 4 ABOVE.
X -CUT LN RT fRONT 6. BITUMINOUS CONCRETE OVERLAY SHALL BE 1-1/2" THICK AND SHALL EXTEND FULL
OF BONNET NUT OF H0,4ANT 2`5.00 19.00'WIDTH OF ROADWAY INCLUDING BERM. KEY OVERLAY INTO EXISTING ROAD SURFACE.
TAG /1237 - ELEV. ,31.06 45.73' KEYS TO BE FULL ROAD WIDTH BY FULL PAVEMENT THICKNESS BY 12" WIDE AND 2" DEEP.
o,I,F
0 9 7. ALL TREES, STUMPS, BRUSH, UNSUITABLE ORGANIC MATERIALS, AND EXCESS SITE
Al m MATERIALS THAT CANNOT BE REUSED AND ALL EXISTING BITUMINOUS CONCRETE,
fn FENCING, STRUCTURES, AND UTILITIES NOTED TO BE REMOVED SHALL BE THE
/ ter••- PROPERTY OF THE CONTRACTOR AND LEGALLY DISPOSED OF UNLESS OTHERWISE NOTED.
d aW
8. OUTSIDE DIMENSIONS OF THE CORROSION CONTROL FACILITY ARE 37'-4' x 20'-0` AND
00 CONCRETE CHEMICAL INJECTION VAULT ARE '12'-8" X
woZ
z
ca �t
¢$
PROPOSED
:
WHITMAN & HOWARD, INC.
A
M T LLESLEY . MASS:
45WILLIAM STREET, VJE
_
���tiSH OF
�,�,: , i
NO. zrs€u
. pEC/TEQ �
f
'
L ORIGINAL FULL SIZE DRAWNG=4" _�
1�' REPRODUCTIONS MAY BE REDUCED SIZE
DRAWING NO.
LA -3
CORROSION CONTROL FACILITIES
JOB N0. 91-269
YARMOUTH, MASS:
_
APPROVED '
.tv
�'K""""`'. , . _
CONTRACT N0.
92-2
SITE PLAN
FACILITY FOR PUMPING STATION NO. 13
DESGNED
DRAVIN
CHECKED
SCALE'
»_,
! . 20
DATE
OCT. 1992
of 16 :Eml
N0.
_
< DESCRIPTION
DAT[
REVISIONS