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EAST SPRINGFIELD JCT. TO EXISTING STR. 4909102075-15002 SH. 1 GREATER SPRINGFIELD RELIABILITY PROJECT
DEVELOPMENT & MANAGEMENT PLAN
02075-15002 SH. 6
02075-15002 SH. 10
02075-15002 SH. 11
02075-60001
GREATER SPRINGFIELD RELIABILITY PROJECTDEVELOPMENT & MANAGEMENT PLAN
GREATER SPRINGFIELD RELIABILITY PROJECTDEVELOPMENT & MANAGEMENT PLAN
GREATER SPRINGFIELD RELIABILITY PROJECTDEVELOPMENT & MANAGEMENT PLAN
GREATER SPRINGFIELD RELIABILITY PROJECTDEVELOPMENT & MANAGEMENT PLAN
GREATER SPRINGFIELD RELIABILITY PROJECTDEVELOPMENT & MANAGEMENT PLAN
GREATER SPRINGFIELD RELIABILITY PROJECTENVIRONMENTAL DETAILS
GREATER SPRINGFIELD RELIABILITY PROJECTEROSION CONTROL DETAILS
GREATER SPRINGFIELD RELIABILITY PROJECTTYPICAL FOUNDATION DETAIL
CONNECTICUT
MASSACHUSETTS
NOTE:
THE SURVEY EXTENDED OVER A WIDTH OF 300 FEET. FACILITIES, SUCH ASROADWAYS, BUILDINGS OR FENCES LOCATED BEYOND THE 300 FEET CORRIDORARE NOT SHOWN ON THE DRAWINGS.
Western MassachusettsElectric
FAIRMONT S/SLUDLOW S/S
XS-14 EXISTING STR. 49091 TO EXIT 6 JCT.
XS-15 EXIT 6 JCT. TO SHAWINIGAN S/S
XS-16 SHAWINIGAN S/S TO ORCHARD JCT.
02075-15002 SH. 7 GREATER SPRINGFIELD RELIABILITY PROJECTDEVELOPMENT & MANAGEMENT PLAN
02075-15002 SH. 8 GREATER SPRINGFIELD RELIABILITY PROJECTDEVELOPMENT & MANAGEMENT PLAN
02075-15002 SH. 9 GREATER SPRINGFIELD RELIABILITY PROJECTDEVELOPMENT & MANAGEMENT PLAN
PROPOSED STRUCTURE HEIGHTS WERE DETERMINED FROMTYPICAL EXPECTED SPANS. PROPOSED STRUCTURE HEIGHTSARE SUBJECT TO CHANGE WITH THE COMPLETION OF FINALDESIGN.
3.
1803LINE
3196LINE
2 - 1590 ACSSCONDUCTORS
2 - 1272 ACSSCONDUCTORS
MICROFILM DATESCALE
P.A. #
BY
DATE
CHKD
DATE
TITLE
DWG. N0.
APP
DATE
APP
DATE
Western MassachusettsElectric
ED
GE
OF
RIG
HT-
OF-
WA
Y
150' TYPICAL EXISTING RIGHT-OF-WAY
XS-14
35'
EXISTING STR 49091
EXISTINGRIGHT-OF-WAY
150'
1.0 MILES
LOOKINGEAST
1254LINE
1723LINE
(1.5 MILES EAST OF EAST SPRINGFIELD JCT.)TO
EXIT 6 JCT.
75'CL
RIVERDALE STREET
91
91
90
90 NOTES:REMOVE EXISTING STEEL POLE STRUCTURES.1.
2.
ED
GE
OF
VE
GE
TATI
ON
RE
MO
VA
L
ED
GE
OF
RIG
HT-
OF-
WA
Y
PRELIMINARY -SUBJECT TO CHANGE
EXISTING CROSS SECTION
90'
EXISTING STRUCTURE HEIGHTS ARE TYPICAL.
PROPOSED STRUCTURE HEIGHTS WERE DETERMINED FROMTYPICAL EXPECTED SPANS. PROPOSED STRUCTURE HEIGHTSARE SUBJECT TO CHANGE WITH THE COMPLETION OF FINALDESIGN.
3.
100'
130'
150' TYPICAL RIGHT-OF-WAY
35' 50' 65'
LINE2 - 1272 ACSSCONDUCTORS
1601
NO ADDITIONAL RIGHT-OF-WAY REQUIRED
75'CL
ED
GE
OF
R.O
.W. /
VE
GE
TATI
ON
RE
MO
VA
L
ED
GE
OF
R.O
.W. /
VE
GE
TATI
ON
RE
MO
VA
L
APPROVED CROSS SECTION
1803LINE
3196LINE
2 - 1590 ACSSCONDUCTORS
2 - 1272 ACSSCONDUCTORS
MICROFILM DATESCALE
P.A. #
BY
DATE
CHKD
DATE
TITLE
DWG. N0.
APP
DATE
APP
DATE
Western MassachusettsElectric
ED
GE
OF
RIG
HT-
OF-
WA
Y
160' TYPICAL EXISTING RIGHT-OF-WAY
XS-15
35'
EXIT 6 JCT.
EXISTINGRIGHT-OF-WAY
160'
0.3 MILES
LOOKINGEAST
1254LINETO
SHAWINIGAN S/S
80'CL
NOTES:345-kV CROSSES TO NORTH SIDE OF CORRIDOR.1.
RIVERDALE STREET
91
91
90
90
3.
REMOVE EXISTING STEEL POLE STRUCTURES.2.
ED
GE
OF
VE
GE
TATI
ON
RE
MO
VA
L
ED
GE
OF
RIG
HT-
OF-
WA
Y
PRELIMINARY -SUBJECT TO CHANGE
EXISTING CROSS SECTION
80'
EXISTING STRUCTURE HEIGHTS ARE TYPICAL.
PROPOSED STRUCTURE HEIGHTS WERE DETERMINED FROMTYPICAL EXPECTED SPANS. PROPOSED STRUCTURE HEIGHTSARE SUBJECT TO CHANGE WITH THE COMPLETION OF FINALDESIGN.
NOTES:RECONDUCTOR EXISTING WOOD H-STRUCTURES IN CORRIDOR.1.
2. DISTRIBUTION BEGINS AT ORCHARD S/S AND CONTINUES NORTH
DISTRIBUTION LINES MAY NEED TO BE RELOCATED TO THE EDGERIGHT-OF-WAY TO ENSURE CLEARANCE TO TRANSMISSION
ED
GE
OF
R.O
.W. /
VE
GE
TATI
ON
RE
MO
VA
L
ED
GE
OF
RIG
HT-
OF-
WA
Y
ED
GE
OF
RIG
HT-
OF-
WA
Y
FOR 0.2 MILES.
ED
GE
OF
R.O
.W. /
VE
GE
TATI
ON
RE
MO
VA
LRECONDUCTOR RECONDUCTOR
55'55'50'CL
3.
PRELIMINARY -SUBJECT TO CHANGE
EXISTING STRUCTURE HEIGHTS ARE TYPICAL.
EXISTING CROSS SECTION APPROVED CROSS SECTION
65' 65' 65'65'
EXISTING DISTRIBUTION LOCATION IS TYPICAL AND MAY VARYALONG THE RIGHT-OF-WAY.
4.
5.
CONDUCTORS.
MICROFILM DATESCALE
P.A. #
BY
DATE
CHKD
DATE
TITLE
DWG. N0.
APP
DATE
APP
DATE
Western MassachusettsElectric
93'
200' TYPICAL RIGHT-OF-WAY
25' 50'200' TYPICAL EXISTING RIGHT-OF-WAY
SHAWINIGAN S/S / EXIT 6 JCT.TO
XS-19
CADWELL S/S
EXISTINGRIGHT-OF-WAY
200'
0.9 / 0.8 MILES
LOOKINGNORTH
1426LINE
1481LINE
1723LINE
BUNDLED
56'93'51'
125'
1426LINE
1 - 1272 ACSSCONDUCTOR
1481LINE
1 - 1590 ACSSCONDUCTOR
LINE2 - 1272 ACSSCONDUCTORS
1803
115'115'
NO ADDITIONAL RIGHT-OF-WAY REQUIRED
CL CL56'
91
91
90
90
NOTES:REMOVE EXISTING LATTICE STRUCTURES IN CORRIDOR1.
2.
ED
GE
OF
RIG
HT-
OF-
WA
Y
ED
GE
OF
RIG
HT-
OF-
WA
Y
ED
GE
OF
R.O
.W. /
VE
GE
TATI
ON
RE
MO
VA
L
3.
PRELIMINARY -SUBJECT TO CHANGE
ED
GE
OF
R.O
.W. /
VE
GE
TATI
ON
RE
MO
VA
L
EXISTING CROSS SECTIONAPPROVED CROSS SECTION
75'
95'
EXISTING STRUCTURE HEIGHTS ARE TYPICAL.
PROPOSED STRUCTURE HEIGHTS WERE DETERMINED FROMTYPICAL EXPECTED SPANS. PROPOSED STRUCTURE HEIGHTSARE SUBJECT TO CHANGE WITH THE COMPLETION OF FINALDESIGN.
51'
MICROFILM DATESCALE
P.A. #
BY
DATE
CHKD
DATE
TITLE
DWG. N0.
APP
DATE
APP
DATE
Western MassachusettsElectric
40'
ED
GE
OF
RIG
HT-
OF-
WA
Y
ED
GE
OF
RIG
HT-
OF-
WA
Y
160' TYPICAL EXISTING RIGHT-OF-WAY
XS-17
LUDLOW S/STO
1481LINE
40'
ORCHARD JCT.
1552LINE
65'
1845LINE
LOOKINGNORTH AND EAST
4.8 MILES
20' 20'
EXISTINGRIGHT-OF-WAY
160'
65'
160' TYPICAL RIGHT-OF-WAY
65'
20'20'
20.0' EASEMENT FOR20" GAS LINE
55'
20.0' EASEMENT FOR20" GAS LINE
1552LINE
1 - 1272 ACSSCONDUCTOR
1481LINE
1 - 1590 ACSSCONDUCTOR
130'
20.0' EASEMENT FOR20" GAS LINE
S/S 45003 FROM S/S FOR 0.3 MI45011 45016 0.9 MI WEST OF S/S FOR 0.6 MI
20.0' EASEMENT FOR20" GAS LINE45004 45010 0.3 MI WEST OF S/S FOR 0.6 MI45017 45029 1.5 MI WEST OF S/S FOR 1.2 MI
NO ADDITIONAL RIGHT-OF-WAY REQUIRED
80'CL
80'CL
ED
GE
OF
R.O
.W. /
VE
GE
TATI
ON
RE
MO
VA
L
ED
GE
OF
R.O
.W. /
VE
GE
TATI
ON
RE
MO
VA
L
EXISTING CROSS SECTION
APPROVED CROSS SECTION
55'
90'
1845LINE
3196LINE
2 - 1590 ACSSCONDUCTORS
2 - 1272 ACSSCONDUCTORS
RIVERDALE STREET
91
91
90
90
NOTES:1.
2. A 0.2 MILE SECTION, 1.7 MILES EAST OF ORCHARD JUNCTION HAS 210'OF EXISTING R/W. THE REMAINDER OF THE R/W IS 160' WIDE.
3. FINAL 0.6 MILES OF R/W CONTAINS DISTRIBUTION LINES. DISTRIBUTIONSTARTS BETWEEN EXISTING STRUCTURES AND MOVES TO THESOUTH SIDE OF R/W FOR FINAL 0.3 MILES. ADDITIONAL DISTRIBUTIONLINE CONTINUE ON THE NORTH SIDE OF R/W FOR FINAL 0.3 MILES.
4.
PRELIMINARY -SUBJECT TO CHANGE
EXISTING STRUCTURE HEIGHTS ARE TYPICAL.
PROPOSED STRUCTURE HEIGHTS WERE DETERMINED FROM TYPICALEXPECTED SPANS. PROPOSED STRUCTURE HEIGHTS ARE SUBJECT TOCHANGE WITH THE COMPLETION OF FINAL DESIGN.
EXISTING DISTRIBUTION LOCATION IS TYPICAL AND MAY VARY ALONGTHE RIGHT-OF-WAY.
5.
6.
90'
SEE NOTE 7
30' 30'
REMOVE EXISTING WOOD H-STRUCTURE. EXISTING DOUBLE CIRCUITSTEEL POLE TO BE RECONDUCTORED.
APPROXIMATELY 40 EXISTING MONOPOLE STRUCTURES FROMSHAWINIGAN S/S TO LUDLOW S/S, WILL REQUIRE SIDE GUYS TO SUPPORT
CIRCUIT STEEL POLE TO BE RECONDUCTORED. PRELIMINARY -SUBJECT TO CHANGE
EXISTING STRUCTURE HEIGHTS ARE TYPICAL.
PROPOSED STRUCTURE HEIGHTS WERE DETERMINED FROMTYPICAL EXPECTED SPANS. PROPOSED STRUCTURE HEIGHTSARE SUBJECT TO CHANGE WITH THE COMPLETION OF FINALDESIGN.
3.
ED
GE
OF
VE
GE
TATI
ON
RE
MO
VA
L
ED
GE
OF
RIG
HT-
OF-
WA
Y
SEE NOTE 4
90'
30' 30'
APPROXIMATELY 40 EXISTING MONOPOLE STRUCTURES FROMSHAWINIGAN S/S TO LUDLOW S/S, WILL REQUIRE SIDE GUYS TO
4.
SUPPORT THE NEW CONDUCTOR.
MICROFILM DATESCALE
P.A. #
BY
DATE
CHKD
DATE
TITLE
DWG. N0.
APP
DATE
APP
DATE
Western MassachusettsElectric
2
73
5174
68
5171
517851
76
5177
5185
5181
5180
5179
5182
5184
5183
5178
6002
6001
6003
6004
6008
600560
6010
6007
6006
5179
7002
7003
7004
7006
7007
7005
7008
7009
7011 7010
70127013
7014
7015
7016 7017 7018
7019
7020
6012
6014
6023
5171
.01
6006
.01
7002.01
7008.01
7012.01
7012.02
602
5181.01
5179.01
5181.03
5182.01
7019.01
MONT
GOMER
Y ST
REET MASSACHUSETTS TURNPIKE AUTHORITY
MASSAC
HU
SETTS TUR
NPIKE AU
THO
RITY
GR
ANBY
RO
AD
STANLEY DRIVE
MEM
OR
IAL DR
IVE
MASSACHUSETTS TURNPIKE AUTHORITY
SLATE ROAD
SLAT
E R
OAD
BEAUREGARD TERRACE
SH
ER
IDA
N S
TRE
ET
7032
200 200
200200
200 200
200
200
200
200200
200 200 200
200
200200
200
200
200
200
200
200
200
7
1
1
11
W3-63
W3-
60W
5-12
5
W3-
61
W3-60A
W3-64
1503
306
1504
1307
1505
1308
1506
1507 1310
L
1310
R
1901
1311
1902
1508
1309
2101
8
2101
7
2101
6
2101
549
103
2101
421
013
2101
2
23002100
L21
00R
2301
2101
23022102 2103
23042104
23052105
2306
210623072107
23082108
2303
49102 49101 49100 49099 4909849097
49096 49095 49094
B. JISA08/09/10
P. WILLIAMS
WESTERN MASSACHUSETTS ELECTRIC CO.
GREATER SPRINGFIELD RELIABILITY PROJECTDEVELOPMENT & MANAGEMENT PLAN
N:\NUSCO\45709\CADD\NON-RECORDS-RETAINED\OH\D&M\GSRP (MA) D&M PLAN.DWG 3/10/2011 10:17 AM BJISA
ENVIRONMENTAL/EROSION CONTROL NOTES:SILT FENCE ON DOWNSLOPE ALONG CONSTRUCTION AREA& AROUND SPOIL PILE (IF APPLICABLE), SPOIL PILE INUPLANDS IF POSSIBLE.
(IF GRADING OR CREATING ACCESS ROADS) TERRACINGOR WATER BARS AND/OR SILT FENCE PERPENDICULAR TOSLOPE ON ACCESS ROAD AT BASE OF SLOPE.
SILT FENCE ON DOWNSLOPE OR ALONG BOTH SIDES OFACCESS ROAD IF SLOPING IN BOTH DIRECTIONS.
INCLUDES OR AND TEMPORARY FILL/MATDEPENDING ON TIME OF YEAR (WETNESS) (REQUIRESSTREAM/WETLAND RESTORATION).
INCLUDES AND POTENTIAL USE OF CULVERTS/FLUMEPIPE CROSSING DEPENDING ON TIME OF YEAR (WETNESS)(REQUIRES STREAM/WETLAND RESTORATION).
ENVIRONMENTALLY SENSITIVE AREA. SEE DETAILS
T&E SPECIES (SEE DETAILS)
VERNAL POOL (SEE DETAILS)
RESTRICTED ACCESS.
PERMANENT FILL REQUIRED (STONE OR WOOD SLABBASE).
INSTALL INLET PROTECTION (IF APPLICABLE).
1
1
2
3
34
45
6
7
8
9
6A
6BCHICOPEE
0 400'200'
SCALE IN FEET
EDGE OF DELINEATION
MA
TCH
LINE
SH
EE
T 2
EXPANDED R.O.W.
PROPOSEDCOMMERCIAL DEVELOPMENT
ELECTRICAL LINEDRAIN
DRAIN
SEWER LINE
WATER LINE
UNDERGROUND UTILITY LEGEND
WATER LINE
GAS LINE
FUEL LINE
DRAIN
ELECTRICAL LINE
SEWER LINE
CABLE LINE
FIBER OPTIC CABLE
TELECOMMUNICATIONS LINE
EAST SPRINGFIELDJUNCTION
STRUCTURE DATA SUMMARYDESCRIPTION HEIGHT FINISH FOUNDATION
2100L 115-kV Single Circuit Steel Pole Vertical Deadend (80-90deg) 135 GALVANIZED DRILLED SHAFT
2100R 345-kV Single Circuit Steel Pole Vertical Deadend (80-90deg) 135 GALVANIZED DRILLED SHAFT
N:\NUSCO\45709\CADD\NON-RECORDS-RETAINED\OH\D&M\GSRP (MA) D&M PLAN.DWG 3/10/2011 10:17 AM BJISA
ENVIRONMENTAL/EROSION CONTROL NOTES:SILT FENCE ON DOWNSLOPE ALONG CONSTRUCTION AREA& AROUND SPOIL PILE (IF APPLICABLE), SPOIL PILE INUPLANDS IF POSSIBLE.
(IF GRADING OR CREATING ACCESS ROADS) TERRACINGOR WATER BARS AND/OR SILT FENCE PERPENDICULAR TOSLOPE ON ACCESS ROAD AT BASE OF SLOPE.
SILT FENCE ON DOWNSLOPE OR ALONG BOTH SIDES OFACCESS ROAD IF SLOPING IN BOTH DIRECTIONS.
INCLUDES OR AND TEMPORARY FILL/MATDEPENDING ON TIME OF YEAR (WETNESS) (REQUIRESSTREAM/WETLAND RESTORATION).
INCLUDES AND POTENTIAL USE OF CULVERTS/FLUMEPIPE CROSSING DEPENDING ON TIME OF YEAR (WETNESS)(REQUIRES STREAM/WETLAND RESTORATION).
ENVIRONMENTALLY SENSITIVE AREA. SEE DETAILS
T&E SPECIES (SEE DETAILS)
VERNAL POOL (SEE DETAILS)
RESTRICTED ACCESS.
PERMANENT FILL REQUIRED (STONE OR WOOD SLABBASE).
INSTALL INLET PROTECTION (IF APPLICABLE).
1
1
2
3
34
45
6
7
8
9
6A
6B CHICOPEE
0 400'200'
SCALE IN FEET
EDGE OF DELINEATION
EDGE OF DELINEATION
EDGE OF DELINEATION
MA
TCH
LINE
SH
EE
T 1
MATC
H LIN
E
SHEET 3
VERNAL POOL
WATER LINE
FIBER OPTIC CABLES
BRIDGE
UNDERGROUND UTILITY LEGEND
WATER LINE
GAS LINE
FUEL LINE
DRAIN
ELECTRICAL LINE
SEWER LINE
CABLE LINE
FIBER OPTIC CABLE
TELECOMMUNICATIONS LINE
STRUCTURE DATA SUMMARYDESCRIPTION HEIGHT FINISH FOUNDATION
N:\NUSCO\45709\CADD\NON-RECORDS-RETAINED\OH\D&M\GSRP (MA) D&M PLAN.DWG 3/10/2011 10:17 AM BJISA
ENVIRONMENTAL/EROSION CONTROL NOTES:SILT FENCE ON DOWNSLOPE ALONG CONSTRUCTION AREA& AROUND SPOIL PILE (IF APPLICABLE), SPOIL PILE INUPLANDS IF POSSIBLE.
(IF GRADING OR CREATING ACCESS ROADS) TERRACINGOR WATER BARS AND/OR SILT FENCE PERPENDICULAR TOSLOPE ON ACCESS ROAD AT BASE OF SLOPE.
SILT FENCE ON DOWNSLOPE OR ALONG BOTH SIDES OFACCESS ROAD IF SLOPING IN BOTH DIRECTIONS.
INCLUDES OR AND TEMPORARY FILL/MATDEPENDING ON TIME OF YEAR (WETNESS) (REQUIRESSTREAM/WETLAND RESTORATION).
INCLUDES AND POTENTIAL USE OF CULVERTS/FLUMEPIPE CROSSING DEPENDING ON TIME OF YEAR (WETNESS)(REQUIRES STREAM/WETLAND RESTORATION).
ENVIRONMENTALLY SENSITIVE AREA. SEE DETAILS
T&E SPECIES (SEE DETAILS)
VERNAL POOL (SEE DETAILS)
RESTRICTED ACCESS.
PERMANENT FILL REQUIRED (STONE OR WOOD SLABBASE).
INSTALL INLET PROTECTION (IF APPLICABLE).
1
1
2
3
34
45
6
7
8
9
6A
6B
WMECOPROPERTY
CHICOPEE
SHAWINIGANSWITCHINGSTATION
0 400'200'
SCALE IN FEET
EDGE OF DELINEATION
EDGE OF DELINEATION
EDGE OF DELINEATION
EDGE OF DELINEATION
MA
TCH
LINE
SH
EE
T 2
MATCH LINE
SHEET 4
MATCH LINE
SHEET 9
VERNAL POOL
PROPOSED TEMPORARYCULVERT
PROPOSEDTEMPORARYCULVERT
BRIDGE
GAS LINE
GAS LINE
FUEL LINE
UNDERGROUND UTILITY LEGEND
WATER LINE
GAS LINE
FUEL LINE
DRAIN
ELECTRICAL LINE
SEWER LINE
CABLE LINE
FIBER OPTIC CABLE
TELECOMMUNICATIONS LINE
STRUCTURE DATA SUMMARYDESCRIPTION HEIGHT FINISH FOUNDATION
N:\NUSCO\45709\CADD\NON-RECORDS-RETAINED\OH\D&M\GSRP (MA) D&M PLAN.DWG 3/10/2011 10:17 AM BJISA
ENVIRONMENTAL/EROSION CONTROL NOTES:SILT FENCE ON DOWNSLOPE ALONG CONSTRUCTION AREA& AROUND SPOIL PILE (IF APPLICABLE), SPOIL PILE INUPLANDS IF POSSIBLE.
(IF GRADING OR CREATING ACCESS ROADS) TERRACINGOR WATER BARS AND/OR SILT FENCE PERPENDICULAR TOSLOPE ON ACCESS ROAD AT BASE OF SLOPE.
SILT FENCE ON DOWNSLOPE OR ALONG BOTH SIDES OFACCESS ROAD IF SLOPING IN BOTH DIRECTIONS.
INCLUDES OR AND TEMPORARY FILL/MATDEPENDING ON TIME OF YEAR (WETNESS) (REQUIRESSTREAM/WETLAND RESTORATION).
INCLUDES AND POTENTIAL USE OF CULVERTS/FLUMEPIPE CROSSING DEPENDING ON TIME OF YEAR (WETNESS)(REQUIRES STREAM/WETLAND RESTORATION).
ENVIRONMENTALLY SENSITIVE AREA. SEE DETAILS
T&E SPECIES (SEE DETAILS)
VERNAL POOL (SEE DETAILS)
RESTRICTED ACCESS.
PERMANENT FILL REQUIRED (STONE OR WOOD SLABBASE).
INSTALL INLET PROTECTION (IF APPLICABLE).
1
1
2
3
34
45
6
7
8
9
6A
6B
WMECOPROPERTY
WMECOPROPERTY
WMECOPROPERTY
WMECO
PROPERTY
WMECOPROPERTY
CHICOPEE
LUDLOW
ORCHARDSUBSTATION
0 400'200'
SCALE IN FEET
MATC
H LIN
E
SHEET 3
MATCH LINE
SHEET 5
VERNAL POOL
EXISTINGCULVERT
EXISTINGCULVERT
ORCHARDJUNCTION
WATER LINE
WATER LINE
GAS LINES
NEW GUY (TYP)
UNDERGROUND UTILITY LEGEND
WATER LINE
GAS LINE
FUEL LINE
DRAIN
ELECTRICAL LINE
SEWER LINE
CABLE LINE
FIBER OPTIC CABLE
TELECOMMUNICATIONS LINE
STRUCTURE DATA SUMMARYDESCRIPTION HEIGHT FINISH FOUNDATION
N:\NUSCO\45709\CADD\NON-RECORDS-RETAINED\OH\D&M\GSRP (MA) D&M PLAN.DWG 3/10/2011 10:17 AM BJISA
ENVIRONMENTAL/EROSION CONTROL NOTES:SILT FENCE ON DOWNSLOPE ALONG CONSTRUCTION AREA& AROUND SPOIL PILE (IF APPLICABLE), SPOIL PILE INUPLANDS IF POSSIBLE.
(IF GRADING OR CREATING ACCESS ROADS) TERRACINGOR WATER BARS AND/OR SILT FENCE PERPENDICULAR TOSLOPE ON ACCESS ROAD AT BASE OF SLOPE.
SILT FENCE ON DOWNSLOPE OR ALONG BOTH SIDES OFACCESS ROAD IF SLOPING IN BOTH DIRECTIONS.
INCLUDES OR AND TEMPORARY FILL/MATDEPENDING ON TIME OF YEAR (WETNESS) (REQUIRESSTREAM/WETLAND RESTORATION).
INCLUDES AND POTENTIAL USE OF CULVERTS/FLUMEPIPE CROSSING DEPENDING ON TIME OF YEAR (WETNESS)(REQUIRES STREAM/WETLAND RESTORATION).
ENVIRONMENTALLY SENSITIVE AREA. SEE DETAILS
T&E SPECIES (SEE DETAILS)
VERNAL POOL (SEE DETAILS)
RESTRICTED ACCESS.
PERMANENT FILL REQUIRED (STONE OR WOOD SLABBASE).
INSTALL INLET PROTECTION (IF APPLICABLE).
1
1
2
3
34
45
6
7
8
9
6A
6B
WMECOPROPERTY
WMECOPROPERTY
LUDLOW
0 400'200'
SCALE IN FEET
EXISTING GUYINGEASEMENT
EXISTING GUYINGEASEMENT
EDGE OF DELINEATION
EDGE OF DELINEATION EDGE OF DELINEATIONEDGE OF DELINEATION
MAT
CH L
INE
SHEE
T 4
MA
TCH
LINE
SH
EE
T 6
VERNAL POOL
PROPOSEDTEMPORARYCULVERT
NEW GUY (TYP)
UNDERGROUND UTILITY LEGEND
WATER LINE
GAS LINE
FUEL LINE
DRAIN
ELECTRICAL LINE
SEWER LINE
CABLE LINE
FIBER OPTIC CABLE
TELECOMMUNICATIONS LINE
STRUCTURE DATA SUMMARYDESCRIPTION HEIGHT FINISH FOUNDATION
N:\NUSCO\45709\CADD\NON-RECORDS-RETAINED\OH\D&M\GSRP (MA) D&M PLAN.DWG 3/10/2011 10:17 AM BJISA
ENVIRONMENTAL/EROSION CONTROL NOTES:SILT FENCE ON DOWNSLOPE ALONG CONSTRUCTION AREA& AROUND SPOIL PILE (IF APPLICABLE), SPOIL PILE INUPLANDS IF POSSIBLE.
(IF GRADING OR CREATING ACCESS ROADS) TERRACINGOR WATER BARS AND/OR SILT FENCE PERPENDICULAR TOSLOPE ON ACCESS ROAD AT BASE OF SLOPE.
SILT FENCE ON DOWNSLOPE OR ALONG BOTH SIDES OFACCESS ROAD IF SLOPING IN BOTH DIRECTIONS.
INCLUDES OR AND TEMPORARY FILL/MATDEPENDING ON TIME OF YEAR (WETNESS) (REQUIRESSTREAM/WETLAND RESTORATION).
INCLUDES AND POTENTIAL USE OF CULVERTS/FLUMEPIPE CROSSING DEPENDING ON TIME OF YEAR (WETNESS)(REQUIRES STREAM/WETLAND RESTORATION).
ENVIRONMENTALLY SENSITIVE AREA. SEE DETAILS
T&E SPECIES (SEE DETAILS)
VERNAL POOL (SEE DETAILS)
RESTRICTED ACCESS.
PERMANENT FILL REQUIRED (STONE OR WOOD SLABBASE).
INSTALL INLET PROTECTION (IF APPLICABLE).
1
1
2
3
34
45
6
7
8
9
6A
6B
WMECOPROPERTY
WMECOPROPERTY
WMECOPROPERTY
WMECOPROPERTY
WMECOPROPERTY
LUDLOW
0 400'200'
SCALE IN FEET
EDGE OF DELINEATION EDGE OF DELINEATION
MATCH LINE
SHEET 5
MA
TCH
LINE
SH
EE
T 7
EXISTINGCULVERT
WATER LINEWATER LINE
FUEL LINE
NEW GUY (TYP)
UNDERGROUND UTILITY LEGEND
WATER LINE
GAS LINE
FUEL LINE
DRAIN
ELECTRICAL LINE
SEWER LINE
CABLE LINE
FIBER OPTIC CABLE
TELECOMMUNICATIONS LINE
EXISTING CULVERT
STRUCTURE DATA SUMMARYDESCRIPTION HEIGHT FINISH FOUNDATION
N:\NUSCO\45709\CADD\NON-RECORDS-RETAINED\OH\D&M\GSRP (MA) D&M PLAN.DWG 3/10/2011 10:17 AM BJISA
ENVIRONMENTAL/EROSION CONTROL NOTES:SILT FENCE ON DOWNSLOPE ALONG CONSTRUCTION AREA& AROUND SPOIL PILE (IF APPLICABLE), SPOIL PILE INUPLANDS IF POSSIBLE.
(IF GRADING OR CREATING ACCESS ROADS) TERRACINGOR WATER BARS AND/OR SILT FENCE PERPENDICULAR TOSLOPE ON ACCESS ROAD AT BASE OF SLOPE.
SILT FENCE ON DOWNSLOPE OR ALONG BOTH SIDES OFACCESS ROAD IF SLOPING IN BOTH DIRECTIONS.
INCLUDES OR AND TEMPORARY FILL/MATDEPENDING ON TIME OF YEAR (WETNESS) (REQUIRESSTREAM/WETLAND RESTORATION).
INCLUDES AND POTENTIAL USE OF CULVERTS/FLUMEPIPE CROSSING DEPENDING ON TIME OF YEAR (WETNESS)(REQUIRES STREAM/WETLAND RESTORATION).
ENVIRONMENTALLY SENSITIVE AREA. SEE DETAILS
T&E SPECIES (SEE DETAILS)
VERNAL POOL (SEE DETAILS)
RESTRICTED ACCESS.
PERMANENT FILL REQUIRED (STONE OR WOOD SLABBASE).
INSTALL INLET PROTECTION (IF APPLICABLE).
1
1
2
3
34
45
6
7
8
9
6A
6B
LUDLOW
0 400'200'
SCALE IN FEET
EXISTING GUYINGEASEMENT
EXISTING GUYINGEASEMENT
EDGE OF DELINEATION
EDGE OF DELINEATION EDGE OF DELINEATION
EDGE OF DELINEATION
EDGE OF DELINEATION
EDGE OF DELINEATION
EDGE OF DELINEATION
MA
TCH
LINE
SH
EE
T 6
MATC
H LIN
E
SHEET 8
VERNAL POOL
VERNAL POOL VERNAL POOL
VERNAL POOL
VERNAL POOL
FUEL LINE
NEW GUY (TYP)
UNDERGROUND UTILITY LEGEND
WATER LINE
GAS LINE
FUEL LINE
DRAIN
ELECTRICAL LINE
SEWER LINE
CABLE LINE
FIBER OPTIC CABLE
TELECOMMUNICATIONS LINE
GAS MARKER (TYP)
STRUCTURE DATA SUMMARYDESCRIPTION HEIGHT FINISH FOUNDATION
N:\NUSCO\45709\CADD\NON-RECORDS-RETAINED\OH\D&M\GSRP (MA) D&M PLAN.DWG 3/10/2011 10:17 AM BJISA
ENVIRONMENTAL/EROSION CONTROL NOTES:SILT FENCE ON DOWNSLOPE ALONG CONSTRUCTION AREA& AROUND SPOIL PILE (IF APPLICABLE), SPOIL PILE INUPLANDS IF POSSIBLE.
(IF GRADING OR CREATING ACCESS ROADS) TERRACINGOR WATER BARS AND/OR SILT FENCE PERPENDICULAR TOSLOPE ON ACCESS ROAD AT BASE OF SLOPE.
SILT FENCE ON DOWNSLOPE OR ALONG BOTH SIDES OFACCESS ROAD IF SLOPING IN BOTH DIRECTIONS.
INCLUDES OR AND TEMPORARY FILL/MATDEPENDING ON TIME OF YEAR (WETNESS) (REQUIRESSTREAM/WETLAND RESTORATION).
INCLUDES AND POTENTIAL USE OF CULVERTS/FLUMEPIPE CROSSING DEPENDING ON TIME OF YEAR (WETNESS)(REQUIRES STREAM/WETLAND RESTORATION).
ENVIRONMENTALLY SENSITIVE AREA. SEE DETAILS
T&E SPECIES (SEE DETAILS)
VERNAL POOL (SEE DETAILS)
RESTRICTED ACCESS.
PERMANENT FILL REQUIRED (STONE OR WOOD SLABBASE).
INSTALL INLET PROTECTION (IF APPLICABLE).
1
1
2
3
34
45
6
7
8
9
6A
6B
WMECOPROPERTY
WMECOPROPERTY
WMECOPROPERTY
WMECOPROPERTYWMECO
PROPERTY
WMECOPROPERTY
LUDLOW
LUDLOWSUBSTATION
WMECOPROPERTY
0 400'200'
SCALE IN FEET
T&E SPECIESWOOD TURTLE MONITORING AREA
EDGE OF DELINEATION
EDGE OF DELINEATION
EDGE OF DELINEATION
MA
TCH
LIN
ESH
EET
7
VERNAL POOL
NEW GUY (TYP)
UNDERGROUND UTILITY LEGEND
WATER LINE
GAS LINE
FUEL LINE
DRAIN
ELECTRICAL LINE
SEWER LINE
CABLE LINE
FIBER OPTIC CABLE
TELECOMMUNICATIONS LINE
PROPOSEDUNDERGOUNDCONDUIT
SEE LUDLOW D&M PLAN
STRUCTURE DATA SUMMARYDESCRIPTION HEIGHT FINISH FOUNDATION
N:\NUSCO\45709\CADD\NON-RECORDS-RETAINED\OH\D&M\GSRP (MA) D&M PLAN.DWG 3/10/2011 10:17 AM BJISA
ENVIRONMENTAL/EROSION CONTROL NOTES:SILT FENCE ON DOWNSLOPE ALONG CONSTRUCTION AREA& AROUND SPOIL PILE (IF APPLICABLE), SPOIL PILE INUPLANDS IF POSSIBLE.
(IF GRADING OR CREATING ACCESS ROADS) TERRACINGOR WATER BARS AND/OR SILT FENCE PERPENDICULAR TOSLOPE ON ACCESS ROAD AT BASE OF SLOPE.
SILT FENCE ON DOWNSLOPE OR ALONG BOTH SIDES OFACCESS ROAD IF SLOPING IN BOTH DIRECTIONS.
INCLUDES OR AND TEMPORARY FILL/MATDEPENDING ON TIME OF YEAR (WETNESS) (REQUIRESSTREAM/WETLAND RESTORATION).
INCLUDES AND POTENTIAL USE OF CULVERTS/FLUMEPIPE CROSSING DEPENDING ON TIME OF YEAR (WETNESS)(REQUIRES STREAM/WETLAND RESTORATION).
ENVIRONMENTALLY SENSITIVE AREA. SEE DETAILS
T&E SPECIES (SEE DETAILS)
VERNAL POOL (SEE DETAILS)
RESTRICTED ACCESS.
PERMANENT FILL REQUIRED (STONE OR WOOD SLABBASE).
INSTALL INLET PROTECTION (IF APPLICABLE).
1
1
2
3
34
45
6
7
8
9
6A
6B
WMECOPROPERTY
WMECOPROPERTYWMECO
PROPERTY
SPRINGFIELD
EAST SPRINGFIELDSUBSTATION
CADWELLSWITCHING
STATION
0 400'200'
SCALE IN FEET
MA
TCH
LIN
ES
HE
ET
3
FUEL LINEELECTRICAL LINE
DRAIN
DRAIN
FUEL LINE
UNDERGROUND UTILITY LEGEND
WATER LINE
GAS LINE
FUEL LINE
DRAIN
ELECTRICAL LINE
SEWER LINE
CABLE LINE
FIBER OPTIC CABLE
TELECOMMUNICATIONS LINE
STRUCTURE DATA SUMMARYDESCRIPTION HEIGHT FINISH FOUNDATION
2705 115-kV Single Circuit Steel Pole Vertical Tangent (0-2deg) 105 GALVANIZED DRILLED SHAFT
2706 115-kV Single Circuit Steel Pole Vertical Tangent (0-2deg) 115 GALVANIZED DRILLED SHAFT
2707 115-kV Single Circuit Steel Pole Vertical Tangent (0-2deg) 125 GALVANIZED DRILLED SHAFT
2708 115-kV Single Circuit Steel Pole Vertical Angle, Strain (0-10deg) 125 GALVANIZED DRILLED SHAFT
2709 115-kV Single Circuit Steel Pole Vertical Deadend (0-10deg) 110 GALVANIZED DRILLED SHAFT
50EXISTING POLE TO BE REMOVEDDISTRIBUTION POLE TO REMAIN
PROPOSEDUNDERGROUNDCONDUIT
100' WETLAND BOUNDARY200' RIVER BOUNDARY
BMcD STR REF #
1-1556 115-kV Single Circuit Steel Pole Vertical Deadend (0-10deg) 90 GALVANIZED DRILLED SHAFT
1-1645 115-kV Single Circuit Steel Pole Vertical Deadend (0-10deg) 90 GALVANIZED DRILLED SHAFT
FUEL LINE
FILTER BAG
MINEXISTING GROUND
FILTER CLOTH
8" MIN
50'
COARSE AGGREGATE
15'
MIN
MIN
ED
GE
OF
PA
VE
ME
NT
50'
PUMP DISCHARGE
HOSE CLAMP
WOODEN STAKE
STAKED STRAW BALES
STAKED STRAW BALES
FILTER BAGHOSE CLAMP
WOODEN STAKES
PUMP DISCHARGE
FILTER FABRIC
SLOPE 2%
SLOPE
RESTORED GRADE
STABILIZE 18" TO 24"
2" MIN
FLOW
FLOW
COMPACTED FILL
NOTES:
1. INSTALL ON SLOPING TERRAIN.2. MAINTAIN THROUGHOUT CONSTRUCTION.3. OUTLET INTO AREAS/STABILIZED BY EXISTING VEGETATION OR INSTALL STAKED HAY STRAW BALES/SILT FENCE.4. CONTOUR TO ALLOW PASSAGE OF CONSTRUCTION EQUIPMENT.5. MINIMUM 2% LATERAL SLOPE.
EXIST. VEGETATION OR STAKEDHAY STRAW BALES/SILT FENCE
NOTES:
1. USE DIFFUSER NOZZLE OR LOW DISCHARGE RATE TO PREVENT SCOURING. 2. ADDITIONAL HAY BALES MAY BE USED TO INCREASE RETENTION & FILTERING.
NOTES:
1. ENSURE DISCHARGE AREA IS COVERED BY STABLE VEGETATION.2. USE DIFFUSER NOZZLE OR LOW DISCHARGE RATE TO PREVENT SCOURING.
TO BE PLACED AT AN UPLAND LOCATION THAT WILLALLOW WATER TO DRAIN TO THE GROUND.
SET BAG ON FILTER FABRICIF VEGETATION IS ABSENT
SIZE OF STRAW BALE STRUCTUREWOULD BE 10'x10' ADJUSTED TOWATER VOLUME.
EXISTINGGROUND
10' MINRAD
TEMPORARY STONE CONSTRUCTION ENTRANCE CONSTRUCTION SPECIFICATIONS
1. THE AREA OF THE ENTRANCE MUST BE EXCAVATED A MINIMUM OF 3 INCHES AND MUST BE CLEARED OF ALL VEGETATION, ROOTS, AND OTHER OBJECTIONABLE MATERIAL. THE FILTER FABRIC UNDERLINER WILL THEN BE PLACED THE FULL WIDTH AND LENGTH OF THE ENTRANCE.
2. FOLLOWING THE INSTALLATION OF THE FILTER CLOTH, THE STONE SHALL BE PLACED TO THE SPECIFIED DIMENSIONS. ANY DRAINAGE FACILITIES REQUIRED BECAUSE OF WASHING SHOULD BE CONSTRUCTED ACCORDING TO SPECIFICATIONS. CONVEYANCE OF SURFACE WATER UNDER ENTRANCE, THROUGH CULVERTS, SHALL BE PROVIDED AS REQUIRED. IF SUCH CONVEYANCE IS IMPOSSIBLE, THE CONSTRUCTION OF A"MOUNTABLE" BERM WITH 5.1 SLOPES WILL BE PERMITTED.
3. THE FILTER CLOTH UTILIZED SHALL BE A NONWOVEN FABRIC CONSISTING ONLY OF CONTINUOUS CHAIN POLYMERIC FILAMENTS OR YARNS OF POLYESTER. THE FABRIC SHALL BE INERT TO COMMONLY ENCOUNTERED CHEMICALS AND HYDROCARBONS, BE MILDEW AND ROT RESISTANT.
1. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOW OF MUD ONTO PUBLIC RIGHTS-OF-WAY. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL STONE OR THE WASHING AND REWORKING OF EXISTING STONE AS CONDITIONS DEMAND AND REPAIR AND OR CLEANOUT OF ANY STRUCTURES USED TO TRAP SEDIMENT. ALL MATERIALS/SPILLED, DROPPED, WASHED, OR TRACKED FROM VEHICLES ONTO ROADWAYS OR INTO STORM DRAINS MUST BE REMOVED IMMEDIATELY. THE USE OF WATER TRUCKS TO REMOVE MATERIALS DROPPED, WASHED, OR TRACKED ONTO ROADWAYS WILL NOT BE PERMITTED UNDER ANY CIRCUMSTANCES.
2. CONTRACTOR IS RESPONSIBLE FOR MAINTAINING ALL PUBLIC STREETS FREE OF CONSTRUCTION DEBRIS AND SEDIMENT.
MAINTENANCE
NOT TO SCALETYPICAL TEMPORARY WATERCOURSE/WETLAND SPAN
NOT TO SCALE
TYPICAL CONSTRUCTION MAT ACCESS ROADWITHIN A WETLAND