Burts Bog Site Plan_REVISED 12-12-2017 DRAFTBurts Pit Road
Woods
Woods Woods
Woods
Woods
Woods
Dirt
Pile
Dirt
Pile
Dirt
Pile
Area Of
Multiple
Debris Piles
Painted
Water Line
SMH
Rim=310.29'
Guy
Wire
Guy
Pole
UP #73.5/73-50
TBM=Top Spindle
Of Hydrant
El: 312.49'
TBM=Top Spindle
Of Hydrant
El: 314.83'
OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW
CBRim=311.61'
CB
Rim=311.48'
MHRim=311.72'
UP #73/73
SMH
Rim=312.64'
UP #72/72
TBM=Railroad Spike
South Side UP#72/72
El: 315.77'
SMH
Rim=313.51'
(NEW) UP #71
w/Transformer
& Utility Boxes
Guy
Wires
(Old) UP #71
G 4" Gas Line
As Marked
BituminousDrivewayBituminousDrivewayBituminousDrivewayBituminousDrivewayEdge Of Pavement
Edge Of Pavemen
t
Edge Of Pavement
Edge Of Pavement Bituminous Curb
Bituminous Concrete
320
315
316
317
318
31
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3
1
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5
3103113
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323312312313314315308309310311
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0309 313
W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W WSSS
S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S
S
S
S
Lot 2
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Lot 4
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Lot 10
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Lot 9
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Lot 7
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Lot 5
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Lot 3
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City Of Northampton
Burts Bog Greenway
114.76 Acres
4999121.41 Sq. Feet
SIGNIFICANT TREE TO REMAIN
PROVIDE TREE PROTECTION
TO ALL TREES TO REMAIN
WITHIN LIMIT OF WORK
NO-DISTURB ZONE
SIGNIFICANT TREE TO BE
REMOVED & REPLACED AS
PER NORTHAMPTON
SIGNIFICANT TREE ORDINANCE
SEE NEW TREE PLANTINGS
ON SHEET L-1
APPROXIMATE LIMIT OF CLEARING
SEE LIMIT OF WORK PLAN
TYPICAL EROSION CONTROLS
FOR INDIVIDUAL BUILDING LOT
SEE NOTE 2
EROSION CONTROL BARRIER
ON ALL DOWNSLOPE LIMITS
OF WORK
STABILIZED CONSTRUCTION ENTRANCE
Checked By:
Drawn By:
Revisions
Scale:
Date:Sheet Number
This drawing is not intended nor shall it be used for
construction purposes unless the signed professional seal of a
registered landscape architect, civil engineer or land surveyor
employed by The Berkshire Design Group, Inc. is affixed above.
Landscape Architecture
Civil Engineering
Planning
Berkshire
Group, Inc.
Design
The
Do not scale drawing for quantity take-offs or construction. Use
written dimensions only. If dimensions are incomplete, contact
The Berkshire Design Group Inc. for clarification.
Land Surveying
Copyright The Berkshire Design Group, Inc.
This drawing and all of its contents are the express property of
The Berkshire Design Group, Inc., and shall not be copied or
used in any way without the written consent of The Berkshire
Design Group, Inc.
c
BURT'S BOG
CONSERVATION &
LIMITED DEVELOPMENT
PROJECT
---
BURTS PIT ROAD
NORTHAMPTON, MASSACHUSETTS
C-1
April 18, 2017
1"=20'
CMC
MBD
SITE
PREPARATION
PLAN
0 402010 60
NOTE
1.ALL EROSION CONTROLS SHALL BE INSTALLED AS PER THE
MASSACHUSETTS EROSION AND SEDIMENTATION CONTROL
GUIDELINES.
2.THE OWNER/DEVELOPER OF EACH LOT SHALL BE RESPONSIBLE
FOR APPROPRIATE EROSION CONTROLS FOR THE LOT, IN
ACCORDANCE WITH THE MASSACHUSETTS EROSION AND
SEDIMENTATION CONTROL GUIDELINES. AT A MINIMUM,
CONTROLS SHALL INCLUDE EROSION CONTROL BARRIER AT
THE PERIMETER OF DISTURBANCE, AND A STABILIZED
CONSTRUCTION ENTRANCE FOR VEHICLES ENTERING THE SITE.
3.SEE "EROSION CONTROL NOTES" ON SHEET C-5 FOR
ADDITIONAL REQUIREMENTS.
TREE REPLACEMENT SCHEDULE
LOT
Lot 1 1 qty @ 20"
TREES TOTAL 1/2 TOTAL REPLACEMENT
20" 10"4 qty @ 2.5"
Lot 2 1 qty @ 20"44" 22"5 qty @ 3"
1 qty @ 24"2 qty @ 3.5"
Lot 3 1 qty @ 20"42" 21"7 qty @ 3"1 qty @ 22"
Lot 4 1 qty @ 20"42" 21"7 qty @ 3"1 qty @ 22"
Lot 5 none
Lot 6 none
Lot 7 1 qty @ 20"20"10"1 qty @ 3"
2 qty @ 3.5"
Lot 8 1 qty @ 20"20"10"1 qty @ 3"
2 qty @ 3.5"2 qty @ 3.5"
Lot 9 none
Lot 10 2 qty @ 20"40"20"2 qty @ 3"
2 qty @ 3.5"
TOTAL 11 Trees Removed / Total of 228"37 Trees Needed / Total of 114"
24"
20"
22"
20"
22"
20"
20"
20" 20"
20"
20"
5/23/2017 - PLANNING/DPW COMMENTS
6/6/2017 - REV. STORMWATER MANAGEMENT
Draft Print
10/18/2017 4:34:51 PM
Burts Pit Road
Woods
Woods Woods
Woods
Woods
Woods
Dirt
Pile
Dirt
Pile
Dirt
Pile
Area Of
Multiple
Debris Piles
Painted
Water Line
SMH
Rim=310.29'
Guy
Wire
Guy
Pole
UP #73.5/73-50
TBM=Top Spindle
Of Hydrant
El: 312.49'
TBM=Top Spindle
Of Hydrant
El: 314.83'
OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW
CBRim=311.61'
CB
Rim=311.48'
MHRim=311.72'
UP #73/73
SMH
Rim=312.64'
UP #72/72
TBM=Railroad Spike
South Side UP#72/7
2
El: 315.77'
SMH
Rim=313.51'
(NEW) UP #71
w/Transformer
& Utility Boxes
Guy
Wires
(Old) UP #71
G 4" Gas Line
As Marked
BituminousDrivewayBituminousDrivewayBituminousDrivewayBituminousDrivewayEdge Of Pavement
Edge Of Pavement
Edge Of Pavement
Edge Of Pavement Bituminous Curb
Bituminous Concrete
320
315
316
317
318
31
9
3
1
4
3
1
5
3103113
1
2
3
1
3
307308309314315316
317
318319320321322323
313
314
312
313
31
4
315
316
317
318
319
320
321
322
323312312313314315308309310311
312313
314
314
3
1
3
314
314313
312
31
1
3
1
0309 313
Single Fam
House
Single Fam
House
Single FamHouseSingle FamHouseW W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W WSSS
S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S
S
S
SSSSSSSWWWWWWWSSSSSSSSSSSSSSWWWWWWWWWWWWWWWWWSSSSSSSSSSSSSSSSSSSSSSSSSSSSS
S
S
S
SSSSSSSWWWWWWWWWWWWWWW
W
SSSSSSSSSSSSSWWWWWWWWWWWWWW
WWWWWWWWWWWWWWSSSSS
S
ShedShedShed
Shed
ShedShed
ShedWWWWWWWGarageGarageSingle FamHouseSingle FamHouseGarageGarageGarageGarageGarage
Single Fam
House
WWWWWWWWWWWWWWWWWWWWWWWWWWSS
SSSSSSSSSS
D
D
D
D
D
D
D
D
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TP-4
TP-3
TP-2
Shed ShedShedSingle Fam
HouseSingle Fam
House
Single Fam
House
SSSSSSWWWWLot 2
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Lot 4
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Lot 10
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Lot 9
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Lot 7
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Lot 5
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Lot 3
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City Of Northampton
Burts Bog Greenway
114.76 Acres
4999121.41 Sq. Feet
15' ZONING S
E
T
B
A
C
K
20' ADDITIO
N
A
L
S
E
T
B
A
C
K 0' ZONING SETBACK45' ADDITIONAL SETBACK15' ZONING S
E
T
B
A
C
K
20' ADDITION
A
L
S
E
T
B
A
C
K
30' ZONING SETBACK40' ADDITIONAL SETBACK52'53'53'RAIN
GARDEN
RAIN GARDEN
RAIN GARDEN
RAIN GARDEN
MAINTAIN
NATURAL
SWALE
MAINTAIN NATURAL SWALE
EXCEPT AT DRIVEWAY CROSSINGS
NEW SWALE
NEW SWALE
(4) 8" DUCTILE IRON DRAIN PIPES
INVERT TO MATCH EXISTING GRADE
6" COVER (MIN.)RAIN GARDEN6" SANITARY GRAVITY
SERVICE FROM LOT 3
NEW DECIDUOUS TREE
FROM PLANNING BOARD
APPROVED TREE LIST
SEE PLANTING PLAN FOR SCHEDULE
2" SANITARY FORCE MAIN
FROM LOT 2
6" SANITARY GRAVITY
SERVICE FROM LOT 1
TRANSITION FORCE MAIN
TO GRAVITY SERVICE AT
CLEANOUT
DOMESTIC WATER
SERVICE (TYP.)
(2) 2" SANITARY FORCE MAINS
FROM LOTS 4 & 6
TRANSITION FORCE MAINS
TO GRAVITY SERVICE AT
CLEANOUT 6" COMMON SANITARY
GRAVITY SERVICE
6" COMMON SANITARY
GRAVITY SERVICE
2' WIDE x 2' DEEP
TRENCH FILLED WITH
3/4" CRUSHED STONE
RAIN
GARDEN
RAIN
GARDEN RAIN
GARDEN
RAIN
GARDEN
RAIN
GARDEN
RAIN GARDEN
RAIN
GARDEN
EDGE OF WOODS TO REMAIN
SEE LIMIT OF WORK PLAN
PROVIDE CLEANOUT
AT PROPERTY LINE
PROVIDE CLEANOUT
AT PROPERTY LINE
PROVIDE CLEANOUT
AT PROPERTY LINE
2" WATER SERVICE TAP
WITH (2) 1.5" BRANCHES
SEE NOTE 4
2" WATER SERVICE TAP
WITH (3) 1.5" BRANCHES
SEE NOTE 42" WATER SERVICE TAP
WITH (3) 1.5" BRANCHES
SEE NOTE 42" WATER SERVICE TAP
WITH (2) 1.5" BRANCHES
SEE NOTE 46" COMMON SANITARY
GRAVITY SERVICE
6" COMMON SANITARY
GRAVITY SERVICE
6" SANITARY GRAVITY SERVICE
6" SANITARY GRAVITY SERVICE
6" GRAVITY SERVICE
1.5" WATER SERVICE TAP 52'Checked By:
Drawn By:
Revisions
Scale:
Date:Sheet Number
This drawing is not intended nor shall it be used for
construction purposes unless the signed professional seal of a
registered landscape architect, civil engineer or land surveyor
employed by The Berkshire Design Group, Inc. is affixed above.
Landscape Architecture
Civil Engineering
Planning
Berkshire
Group, Inc.
Design
The
Do not scale drawing for quantity take-offs or construction. Use
written dimensions only. If dimensions are incomplete, contact
The Berkshire Design Group Inc. for clarification.
Land Surveying
Copyright The Berkshire Design Group, Inc.
This drawing and all of its contents are the express property of
The Berkshire Design Group, Inc., and shall not be copied or
used in any way without the written consent of The Berkshire
Design Group, Inc.
c
BURT'S BOG
CONSERVATION &
LIMITED DEVELOPMENT
PROJECT
---
BURTS PIT ROAD
NORTHAMPTON, MASSACHUSETTS
C-2
APRIL 18, 2017
1"=20'
CMC
MBD
SITE PLAN
NOTES
1. UTILITY SERVICES ARE SHOWN SCHEMATICALLY. ALL WATER SERVICE LINES SHALL BE LOCATED 10'
(MIN.) FROM ALL SEWER SERVICE LINES. SPACING BETWEEN WATER SERVICE LINES MAY BE CLOSER
THAN SHOWN HERE.
2. SANITARY FORCE MAINS SHALL BE FED BY SEPTIC TANK EFFLUENT PUMP (STEP) SYSTEMS (E-ONE
GRINDER PUMP OR EQUIVALENT).
3. SEE SHEET C-2, GRADING PLAN, FOR PHASING REQUIREMENTS.
4. EACH NEW WATER SERVICE TAP SPLITS INTO INDIVIDUAL SERVICE LINES WITH INDIVIDUAL CURB
STOPS AT THE PROPERTY LINE. INSTALLATION OF TAP, MANIFOLD AND CURB STOPS SHALL OCCUR AT
ONE TIME. INDIVIDUAL SERVICE LINES MAY BE CONNECTED TO THE CURB STOPS AT A LATER TIME.
5. ALL UTILITY SERVICE CONNECTIONS SHALL BE CONSTRUCTED TO THE STANDARDS OF THE
NORTHAMPTON DEPARTMENT OF PUBLIC WORKS.
6. PROPOSED WATER SERVICE LINES ARE 1.5" DIAMETER. REDUCE TO 1" AT FOUNDATION WALL.
0 402010 60
5/23/2017 - PLANNING/DPW COMMENTS
6/6/2017 - REV. STORMWATER MANAGEMENT
Draft Plan