606375 PS&E MHD-Plan Set (1)NORTH MA
IN
S
TREET
VA MEDICAL CENTER
Mil
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R
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BRIDGE ROADHAYDENVILLE ROADFLO
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T
NORTHAMPTON
THE MASSDOT 1988 STANDARD SPECIFICATIONS FOR HIGHWAYS AND
BRIDGES (ENGLISH EDITION), THE JUNE 15, 2012 SUPPLEMENTAL
SPECIFICATIONS, THE OCTOBER 19, 2012 STANDARD SPECIAL
PROVISIONS, THE 2012 CONSTRUCTION STANDARD DETAILS (ENGLISH
EDITION), THE 1996 CONSTRUCTION AND TRAFFIC STANDARD DETAILS (AS
RELATES TO TRAFFIC STANDARD DETAILS ONLY), THE 1968 STANDARD
DRAWINGS FOR TRAFFIC SIGNALS AND HIGHWAY LIGHTING, THE 2009
FHWA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES WITH
MASSACHUSETTS AMENDMENTS, AND THE AMERICAN STANDARD FOR
NURSERY STOCK (ANSI Z-60.1-1990) TO (ANSI Z-60.1-2004) WILL GOVERN.
UTILITY POLE
COUNTY, CITY, OR TOWN SIDE LINE
COUNTY, CITY, OR TOWN BOUNDARY
ELEVATIONS
CULVERT
RIGHT OF WAY LINE
BASE LINE OR SURVEY LINE
FENCE LINE
DESCRIPTIONSHEET NO.
INDEX
DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
APPROVED:
DIVISION ADMINISTRATOR DATE DATEDIVISION ADMINISTRATOR
CHIEF ENGINEER DATE
RECOMMENDED FOR APPROVAL
APPROVED
CONSULTANT:
LOCATION MAP
1000 0 1000
SCALE 1" = 1000'
2000
=
=
=
=
=
=
=
=
=
45 M.P.H.
18,600
20,600
7.7%
50% EB
12.7%
5.6%
1,440
720
DESIGN SPEED
ADT (2012)
ADT (2022)
K
D
T (PEAK HOUR)
T (AVERAGE DAY)
DHV
DDHV
DESIGN DESIGNATION
NORTH MAIN STREET (ROUTE 9)
FUNCTIONAL CLASSIFICATION:
URBAN PRINCIPAL ARTERIAL
DESIGN DESIGNATION
PARK & RIDE LOT
=20 M.P.H.DESIGN SPEED
LENGTH OF PROJECT = 385.84 FEET =
0.073 MILES
ELECTRICAL PLANS
TRAFFIC MANAGEMENT PLANS
SIGNING AND PAVEMENT MARKING PLAN
GRADING & DRAINAGE PLAN
CONSTRUCTION PLANS
TITLE SHEET & INDEX
LEGEND & GENERAL NOTES
PROFILES
18
12
9
8
6-7
1
4
TYPICAL SECTIONS5
10
ÄÄÄÄÄÄÄÄÄÄÄÄÄÄÄÄÄÄÄÄÄÄÄÄÄÄ
ÄÄÄÄÄÄÄÄÄÄÄÄÄÄÄÄÄÄÄÄÄÄÄÄÄÄ
ÄÄÄÄÄÄÄÄÄÄÄÄÄÄÄÄÄÄÄÄÄÄÄÄÄÄ
ÄÄÄÄÄÄÄÄÄÄÄÄÄÄÄÄÄÄÄÄÄÄÄÄÄÄ
ÄÄÄÄÄÄÄÄÄÄÄÄÄÄÄÄÄÄÄÄÄÄÄÄÄÄ
ÄÄÄÄÄÄÄÄÄÄÄÄÄÄÄÄÄÄÄÄÄÄÄÄÄÄ
ÄÄÄÄÄÄÄÄÄÄÄÄÄÄÄÄÄÄÄÄÄÄÄÄÄÄ
ÄÄÄÄÄÄÄÄÄÄÄÄÄÄÄÄÄÄÄÄÄÄÄÄÄÄ
SIGN SUMMARY SHEET
13-17
ÄÄÄÄÄÄÄÄÄÄÄÄÄÄÄÄÄÄÄÄÄÄÄÄÄÄ
PLAN SHEET RESPONSIBILITY:
1-22, 26-35
TRAFFIC SIGNAL PLAN11
ÄÄÄÄÄÄÄÄÄÄÄÄÄÄÄÄÄÄÄÄÄÄÄÄÄÄ
SEQUENCE AND TIMING PLAN
KEY PLAN AND SUBSURFACE TESTING LOCATIONS2
3 ÄÄÄÄÄÄÄÄÄÄÄÄÄÄÄÄÄÄÄÄÄÄÄÄÄÄ
ÄÄÄÄÄÄÄÄÄÄÄÄÄÄÄÄÄÄÄÄÄÄÄÄÄÄ
ÄÄÄÄÄÄÄÄÄÄÄÄÄÄÄÄÄÄÄÄÄÄÄÄÄÄ
SUBCONSULTANT:
AVID ENGINEERS
PLAN SHEET RESPONSIBILITY:
23-25
ELECTRICAL SCHEDULES AND DETAILS
19
ÄÄÄÄÄÄÄÄÄÄÄÄÄÄÄÄÄÄÄÄÄÄÄÄÄÄ
BORING & TEST PIT LOGS
ÄÄÄÄÄÄÄÄÄÄÄÄÄÄÄÄÄÄÄÄÄÄÄÄÄÄ
CURBTIE AND ALIGNMENT PLANÄÄÄÄÄÄÄÄÄÄÄÄÄÄÄÄÄÄÄÄÄÄÄÄÄÄ
CROSS SECTIONS
CONSTRUCTION DETAILSÄÄÄÄÄÄÄÄÄÄÄÄÄÄÄÄÄÄÄÄÄÄÄÄÄÄ
ÄÄÄÄÄÄÄÄÄÄÄÄÄÄÄÄÄÄÄÄÄÄÄÄÄÄ
TRAFFIC SIGNAL MAST ARM DETAILSÄÄÄÄÄÄÄÄÄÄÄÄÄÄÄÄÄÄÄÄÄÄÄÄÄÄ
26-27
23-24
25
20-22
28-35
35MASS.
PROJ. FILE NO. 606375
NORTHAMPTON
PARK & RIDE LOT
FED. PROJ. AID NO.SHEET
NO.
TOTAL
SHEETSSTATE
CM-002S(502)X 1
TITLE SHEET AND INDEX
35MASS.
PROJ. FILE NO. 606375
NORTHAMPTON
PARK & RIDE LOT
FED. PROJ. AID NO.SHEET
NO.
TOTAL
SHEETSSTATE
CM-002S(502)X 2
KEY PLAN AND SUBSURFACE
TESTING LOCATIONS
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140 lbs.
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4GEQXGT[
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>T[0*
John Hillman
B-1
*GNRGTU0COG
(KGNF&GUETKRVKQP %JCPIGU5VTCVC
6QVCN*QWTU
Boring No.
5ECNG
%QPVTCEV0Q 2TQLGEV(KNG0Q 606375 56297
10/22/12 12:00 pm
Matthew Soucy
MassDOT District 2
Highway
Moving Massachusetts Forward
10/22/12 1:20 pm
S-1 0' - 2' 2 3 4 4 8"Dry, loose, brown, ORGANIC SILT.
Northampton
Bottom of Exploration - 27'
S-2 5' - 7'
S-3 10' - 10'6"
5'
Dry, medium dense, brown, COARSE SAND and fine sand,
some fine gravel.
3 11 15 36 14"
Wet, very dense, brown, COARSE SAND and fine gravel,
some fine sand.
120 6"
1.25
290.3
* (North Main Street)
Borings for Proposed Traffic Signal (Mast Arm) Foundations
Wet, very dense, brown, COARSE SAND and fine gravel,
some inorganic silt.
120 4"S-4 15' - 15'6"
Wet, very dense, brown, COARSE SAND and fine sand,
some inorganic silt.
40 29 30 32 22"S-5 20' - 22'
Wet, dense, brown, FINE SAND and inorganic silt.20 17 29 31 22"S-6 25' - 27'
27'
2953900 335463
25'
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30"(CNN
140 lbs.
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&GRVJ4CPIG
(GGV
Park and Ride Construction at VA Medical Center, Route 9 *
5CORNG
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John Hillman
B-2
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6QVCN*QWTU
Boring No.
5ECNG
%QPVTCEV0Q 2TQLGEV(KNG0Q 606375 56297
10/22/12 1:45 pm
Matthew Soucy
MassDOT District 2
Highway
Moving Massachusetts Forward
10/22/12 3:00 pm
S-1 0' - 2' 2 2 4 4 14"Dry, loose, brown, FINE SAND and organic silt.
Northampton
Bottom of Exploration - 27'
S-2 5' - 7'
S-3 10' - 12'
5'
Dry, very dense, brown, COARSE SAND and fine gravel,
some fine sand.
47 39 39 42 12"
Wet, very dense, brown, COARSE SAND and fine gravel.
1.25
289.9
* (North Main Street)
Borings for Proposed Traffic Signal (Mast Arm) Foundations
Wet, dense, brown, FINE SAND and coarse sand, some
inorganic silt.
S-4 15' - 17'
Wet, very dense, brown, FINE SAND and inorganic silt, some
coarse sand.
71 49/5" 2"S-5 20' - 20'11"
Wet, very dense, brown, FINE SAND and coarse sand, some
inorganic silt.
43 31 46 33 16"S-6 25' - 27'
27'
2953805 335478
25'
100 36 25 30 14"
11 15 17 27 20"
Changed location - moved boring prior to drilling from N2953826, E335480 to N2953805, E335478
due to overhead wires.
35MASS.
PROJ. FILE NO. 606375
NORTHAMPTON
PARK & RIDE LOT
FED. PROJ. AID NO.SHEET
NO.
TOTAL
SHEETSSTATE
CM-002S(502)X
BORING & TEST PIT LOGS
3
X
X X
35MASS.
PROJ. FILE NO. 606375
NORTHAMPTON
PARK & RIDE LOT
FED. PROJ. AID NO.SHEET
NO.
TOTAL
SHEETSSTATE
CM-002S(502)X 4
LEGEND AND GENERAL NOTES
35MASS.
PROJ. FILE NO. 606375
NORTHAMPTON
PARK & RIDE LOT
FED. PROJ. AID NO.SHEET
NO.
TOTAL
SHEETSSTATE
CM-002S(502)X 5
TYPICAL SECTIONS
35MASS.
PROJ. FILE NO. 606375
NORTHAMPTON
PARK & RIDE LOT
FED. PROJ. AID NO.SHEET
NO.
TOTAL
SHEETSSTATE
CM-002S(502)X 6
CONSTRUCTION PLAN
35MASS.
PROJ. FILE NO. 606375
NORTHAMPTON
PARK & RIDE LOT
FED. PROJ. AID NO.SHEET
NO.
TOTAL
SHEETSSTATE
CM-002S(502)X 7
CONSTRUCTION PLAN
35MASS.
PROJ. FILE NO. 606375
NORTHAMPTON
PARK & RIDE LOT
FED. PROJ. AID NO.SHEET
NO.
TOTAL
SHEETSSTATE
CM-002S(502)X 8
PROFILES
35MASS.
PROJ. FILE NO. 606375
NORTHAMPTON
PARK & RIDE LOT
FED. PROJ. AID NO.SHEET
NO.
TOTAL
SHEETSSTATE
CM-002S(502)X 9
CURB TIE & ALIGNMENT PLAN
35MASS.
PROJ. FILE NO. 606375
NORTHAMPTON
PARK & RIDE LOT
FED. PROJ. AID NO.SHEET
NO.
TOTAL
SHEETSSTATE
CM-002S(502)X 10
GRADING & DRAINAGE PLAN
35MASS.
PROJ. FILE NO. 606375
NORTHAMPTON
PARK & RIDE LOT
FED. PROJ. AID NO.SHEET
NO.
TOTAL
SHEETSSTATE
CM-002S(502)X
TRAFFIC SIGNAL PLAN
11
35MASS.
PROJ. FILE NO. 606375
NORTHAMPTON
PARK & RIDE LOT
FED. PROJ. AID NO.SHEET
NO.
TOTAL
SHEETSSTATE
CM-002S(502)X
SEQUENCE AND TIMING PLAN
12
35MASS.
PROJ. FILE NO. 606375
NORTHAMPTON
PARK & RIDE LOT
FED. PROJ. AID NO.SHEET
NO.
TOTAL
SHEETSSTATE
CM-002S(502)X
TRAFFIC SIGNAL MAST
ARM DETAILS
13
35MASS.
PROJ. FILE NO. 606375
NORTHAMPTON
PARK & RIDE LOT
FED. PROJ. AID NO.SHEET
NO.
TOTAL
SHEETSSTATE
CM-002S(502)X
TRAFFIC SIGNAL MAST
ARM DETAILS
14
35MASS.
PROJ. FILE NO. 606375
NORTHAMPTON
PARK & RIDE LOT
FED. PROJ. AID NO.SHEET
NO.
TOTAL
SHEETSSTATE
CM-002S(502)X
TRAFFIC SIGNAL MAST
ARM DETAILS
15
35MASS.
PROJ. FILE NO. 606375
NORTHAMPTON
PARK & RIDE LOT
FED. PROJ. AID NO.SHEET
NO.
TOTAL
SHEETSSTATE
CM-002S(502)X
TRAFFIC SIGNAL MAST
ARM DETAILS
16
35MASS.
PROJ. FILE NO. 606375
NORTHAMPTON
PARK & RIDE LOT
FED. PROJ. AID NO.SHEET
NO.
TOTAL
SHEETSSTATE
CM-002S(502)X
TRAFFIC SIGNAL MAST
ARM DETAILS
17
35MASS.
PROJ. FILE NO. 606375
NORTHAMPTON
PARK & RIDE LOT
FED. PROJ. AID NO.SHEET
NO.
TOTAL
SHEETSSTATE
CM-002S(502)X
SIGNING AND PAVEMENT
MARKING PLAN
18
35MASS.
PROJ. FILE NO. 606375
NORTHAMPTON
PARK & RIDE LOT
FED. PROJ. AID NO.SHEET
NO.
TOTAL
SHEETSSTATE
CM-002S(502)X
SIGN SUMMARY SHEET
19
35MASS.
PROJ. FILE NO. 606375
NORTHAMPTON
PARK & RIDE LOT
FED. PROJ. AID NO.SHEET
NO.
TOTAL
SHEETSSTATE
CM-002S(502)X 20
TRAFFIC MANAGEMENT PLAN
35MASS.
PROJ. FILE NO. 606375
NORTHAMPTON
PARK & RIDE LOT
FED. PROJ. AID NO.SHEET
NO.
TOTAL
SHEETSSTATE
CM-002S(502)X 21
TRAFFIC MANAGEMENT PLAN
35MASS.
PROJ. FILE NO. 606375
NORTHAMPTON
PARK & RIDE LOT
FED. PROJ. AID NO.SHEET
NO.
TOTAL
SHEETSSTATE
CM-002S(502)X 22
TRAFFIC MANAGEMENT PLAN
WORKZONE APPROACH SIGNS
A. VISIT THE SITE PRIOR TO SUBMISSION OF BID TO REVIEW THE AREAS AFFECTED BY THE PROJECT SCOPE.
PROVIDE A WRITTEN REPORT TO THE OWNER / ENGINEER DOCUMENTING ANY CONDITIONS WHICH MIGHT
IMPACT COMPLETION OF THE INTENDED PROJECT SCOPE.
B. ANY/ ALL EQUIPMENT/ DEVICES SCHEDULED TO REMAIN AND/OR BE RELOCATED / REINSTALLED THAT IS
DAMAGED DURING THE CONSTRUCTION EFFORT SHALL BE REPAIRED/ REPLACED BY THE CONTRACTOR.
C. EXISTING BRANCH AND FEEDER CIRCUITRY WITHIN THE PROJECT LIMITS SHALL BE TRACED AND LABELED
PRIOR TO DISCONNECTION / REMOVAL.
D. EXISTING RACEWAYS AND CONDUCTORS SCHEDULED FOR DEMOLITION SHALL BE REMOVED IN THEIR
ENTIRETY FROM LOAD TO SOURCE. NO RACEWAYS AND/OR CONDUCTORS SHALL BE ABANDONED IN PLACE
INCLUDING ANCILLARY COMPONENTS (e.g. JUNCTION BOXES, PULL BOXES).
E. EXISTING CIRCUIT BREAKERS ASSOCIATED WITH THE DEMOLITION OF EQUIPMENT / DEVICES SCHEDULED
FOR DISCONNECTION / REMOVAL SHALL BE TURNED "OFF" AND LABELED ACCORDINGLY. UPDATE EXISTING
CIRCUIT DIRECTORY CARD(S) WITHIN EXISTING PANELBOARD(S) UPON COMPLETION OF PROJECT.
F. ALL EXISTING EQUIPMENT/DEVICES SCHEDULED FOR DEMOLITION SHALL BE OFFERED TO THE OWNER UPON
DISCONNECTION / REMOVAL. THE OWNER MAY ELECT TO RETAIN SALVAGEABLE ITEMS.
a) UNDER THIS SCENARIO, THE CONTRACTOR SHALL TURN OVER THE IDENTIFIED ITEMS AS DIRECTED
BY THE OWNER. ALL OTHER ITEMS SHALL BE LEGALLY DISPOSED OF BY THE CONTRACTOR.
G. DEMOLITION WITHIN AREAS SCHEDULED FOR RENOVATION SHALL INCLUDE THE FOLLOWING (WHERE
INDICATED ON THE FLOORPLANS):
a) DISCONNECT AND REMOVE ALL EXISTING LIGHTING FIXTURES.
b) REMOVAL OF ALL ASSOCIATED LIGHTING BRANCH CIRCUITRY, (CONDUIT AND CONDUCTORS) NO
BRANCH CIRCUITRY SHALL BE LEFT / ABANDONED IN PLACE.
H. EXISTING LIGHTING FIXTURES OUTSIDE LIMIT OF WORK THAT ARE CONNECTED TO LIGHTING FIXTURES
WITHIN LIMIT OF WORK SHALL BE RE-CIRCUITED / RECONNECTED TO NEAREST AVAILABLE LIGHTING BRANCH
CIRCUIT. PROVIDE LOCAL LIGHTING CONTROL TO MAINTAIN EXISTING SWITCHING ARRANGEMENT.
I. NEW CONDUCTORS / CONDUIT SHALL MATCH EXISTING IN SIZE AND INSULATION RATING FOR EXISTING
BRANCH CIRCUITS SCHEDULED FOR EXTENSION AS LISTED IN GENERAL DEMOLITION NOTE-8 ABOVE. MINIMUM
CONDUIT SHALL BE 3/4"C. MINIMUM CONDUCTOR SIZE SHALL BE #12 AWG.
GENERAL DEMOLITION NOTES
(X)
(X)
(X)(X)
(X)
(X)
(X)
(XM)
(XM)
(XM)
POLE MOUNTED
LIGHTING FIXTURE
SEE NOTE-1
(TYPICAL)
(XL)
(XM)
(XM)
(XM)
(XM)
(XM)
PARK
&
RI
D
E
D
RI
V
E
VA
M
E
D
I
C
A
L
C
E
N
T
E
R
D
R
I
V
E
(XM)
(XM)
(XM)
(XM)
(XM)
(XM)
(XM)
14-1
0
4
(XM)
(XM)
(X)
(XM)
(XM)
(XM)
(XM)
(X)
(X)
(X)
(X)
(X)
(XM)
(XM)
(XM)
SEE NOTE-3
SEE NOTE-2
(X)
(XM)
SITE PLAN DEMOLITION NOTES:
1. DESIGN INTENT: DISCONNECT AND DISCARD SITE LIGHTING FIXTURES AND POLES
AS SHOWN. DEMOLITION SHALL INCLUDE LIGHTING CIRCUITRY (CONDUITS AND
CONDUCTORS) AND ALL ANCILLARY COMPONENTS (e.g. JUNCTION BOXES, PULL
BOXES, HANDHOLES).
2. EXISTING CONDITIONS HANDHOLE LOCATIONS AND CONDUIT ROUTING DEPICTED
AS DIAGRAMMATIC ONLY AND PROVIDED BY OWNER. CONFIRM IN FIELD UPON
DEMOLITION WHERE APPLICABLE.
3. CONTRACTOR SHALL PERFORM DIG-SAFE TO EVALUATE THE LOCATION OF ALL
UTILITIES PRIOR TO EXCAVATION FOR LIGHT POLE FOUNDATIONS.
(XM)
(X)
EXISTING EQUIPMENT DESIGNATIONS
(REFER TO GENERAL DEMOLITION NOTES)
EXISTING EQUIPMENT / DEVICE SCHEDULED TO REMAIN
EXISTING EQUIPMENT / DEVICE SCHEDULED TO BE REMOVED - REMOVE CIRCUIT
CONDUCTORS / CONDUIT BACK TO NEXT ACTIVE DEVICE, AND/OR BACK TO SOURCE
CONTINUOUS LIGHT / OUT-OF-FUNCTION LINETYPE INDICATES EXISTING EQUIPMENT /
DEVICES SCHEDULED TO REMAIN, AND/OR TO BE RELOCATED - (XM), (XR), (XL)
DASHED LIGHT / OUT-OF-FUNCTION LINETYPE INDICATES EXISTING EQUIPMENT /
DEVICES SCHEDULED TO BE REMOVED - (X)
EQUIPMENT / DEVICE LINEWEIGHT KEY
CONTINUOUS DARK / IN-FUNCTION LINETYPE INDICATES NEW EQUIPMENT / DEVICES
35MASS.
PROJ. FILE NO. 606375
NORTHAMPTON
PARK & RIDE LOT
FED. PROJ. AID NO.SHEET
NO.
TOTAL
SHEETSSTATE
ELECTRICAL EXISTING CONDITIONS/DEMOLITION PLAN
23
SITE PLAN / UNDERGROUND CONDUIT KEY/LEGEND
UNDERGROUND ELECTRIC - BRANCH LIGHTING
24"X24"X36" ELECTRICAL HANDHOLE
REFER TO DEPARTMENT OF PUBLIC WORKS - STANDARD DRAWINGS FOR TRAFFIC
SIGNALS AND HIGHWAY LIGHTING - DETAIL SD2-023 FOR ADDITIONAL INFORMATION.
SITE PLAN NOTES:
1. REFER TO DEPARTMENT OF PUBLIC WORKS - STANDARD DRAWINGS FOR TRAFFIC
SIGNALS AND HIGHWAY LIGHTING - ANCHOR BASE FOUNDATION DETAIL FOR ADDITIONAL
INFORMATION. PROVIDE LIQUID TIGHT FLEXIBLE METALLIC CONDUIT FROM HANDHOLE TO
POLE BASE.
2. UNDERGROUND CONDUIT SHALL BE TYPE NM PLASTIC (UL), TYPE RM GALVANIZED STEEL
FOR TRANSITION FROM UNDERGROUND TO THE ENTRY OF THE BUILDING, AND TYPE EMT
(ELECTRICAL METALLIC TUBING) FOR OVERHEAD PORTION INSIDE THE BUILDING. CONNECT
TO EXISTING 15A-2P,208V CIRCUIT BREAKER AS INDICATED. CONDUCTORS SIZED TO
ACCOMMODATE VOLTAGE DROP.
3. CONTRACTOR SHALL PERFORM DIG-SAFE TO EVALUATE THE LOCATION OF ALL UTILITIES
PRIOR TO EXCAVATION FOR LIGHT POLE FOUNDATIONS.
4. 277V TIME CLOCK SHALL BE TORK ELECTRONIC E-SERIES 7-DAY TIME SWITCH, OR
APPROVED EQUAL BY INTERMATIC OR PARAGON.
"TYPE B" - 16 FT. MAX LIGHTPOLE WITH ONE (1) LUMINAIRE TYPE 5MQ LIGHTING
DISTRIBUTION INCLUDING BASE (36" ABOVE GROUND).
REFER TO DETAIL ON SHEET 25 FOR ADDITIONAL INFORMATION.
PHOTOCELLPC
TIME CLOCKTC
UEL
"TYPE A" - 16 FT. MAX. LIGHTPOLE WITH ONE (1) LUMINAIRE TYPE T4 LIGHTING
DISTRIBUTION INCLUDING BASE (6" ABOVE GROUND).
REFER TO DEPARTMENT OF PUBLIC WORKS - STANDARD DRAWINGS FOR TRAFFIC
SIGNALS AND HIGHWAY LIGHTING - DETAIL SD3.010 FOR ADDITIONAL INFORMATION.
LIGHTING CONTACTORLC
PANELBOARD - SURFACE MOUNTED
NOMINAL VOLTAGE RATING 208Y/120V, 3PH, 4W ; OR 208V, 3PH, 3W
HH 24"X13"X36" ELECTRICAL HANDHOLE
REFER TO DEPARTMENT OF PUBLIC WORKS - STANDARD DRAWINGS FOR TRAFFIC
SIGNALS AND HIGHWAY LIGHTING - DETAIL SD2-022 FOR ADDITIONAL INFORMATION.
HH
"TYPE C" - 16 FT. MAX LIGHTPOLE WITH ONE (1) LUMINAIRE TYPE T4 LIGHTING
DISTRIBUTION INCLUDING BASE (36" ABOVE GROUND).
REFER TO DETAIL ON SHEET 25 FOR ADDITIONAL INFORMATION.
GENERAL SITE PLAN NOTES:
a) ALL TRENCHING, EXCAVATING AND BACKFILL SHALL BE PROVIDED BY THE CONTRACTOR. REFER TO DEPARTMENT OF
PUBLIC WORKS - STANDARD DRAWINGS FOR TRAFFIC SIGNALS AND HIGHWAY LIGHTING - DUCT CROSSING DETAIL FOR
GENERAL REQUIREMENTS RELATED TO UNDERGROUND SITE LIGHTING AND POWER BRANCH CIRCUITRY.
b) UNDERGROUND CONDUITS SHALL TRANSITION FROM PVC SCHEDULE 40 TO RGS UPON EXIT / ENTRY FROM FINISHED GRADE.
TRANSITION FROM PVC TO RGS SHALL BE MADE UNDERGROUND.
c) REFER TO CIVIL DRAWINGS AND LANDSCAPE ARCHITECTURAL DRAWINGS FOR ADDITIONAL INFORMATION REGARDING
LAYOUT AND MOUNTING OF SITE LIGHTING FIXTURES AND ELECTRIC HANDHOLES.
PARK
&
RI
D
E
D
RI
V
E
VA
M
E
D
I
C
A
L
C
E
N
T
E
R
D
R
I
V
E
23/25
B
23/25
B
23/25
B
23/25
23/25
A
23/25
A
23/25A
23/25
A
23/25
A
23/25 C
HH
REFER TO BUILDING
CONDUIT PENETRATION
DETAIL ON DWG 25
HH
HH
HH
HH
HH
HH
HH
HH
HH
HHHH
HH
HH
UEL
UEL
UEL
2#8 & 1#8G,
3/4"C
UEL
2#8 & 1#8G,
3/4"C
UEL
2#8 & 1#8G,
3/4"C
UEL
2#8 & 1#8G,
3/4"C
UEL
2#8 & 1#8G,
3/4"C
2#8 & 1#8G,
3/4"C
2#8 & 1#8G,
3/4"C
23/25
C
23/25
C
23/25C
2#8 & 1#8G,
3/4"C
2#8 & 1#8G,
3/4"C
2#8 & 1#8G,
3/4"C
2#8 & 1#8G,
3/4"C
14-104-23/25, VIA TC-1
2#8 & 1#8G, 3/4"C
SEE NOTE 2
UEL
UEL
UEL
UEL
SEE NOTE-1
(TYPICAL)
SEE NOTE-3 2#8 & 1#8G,
3/4"C
PC(PC)
SEE NOTE-6
LCTC(LC-1)(TC-1)
14-1
0
4
(XM)
SEE NOTE-4
SEE NOTE-5
SEE NOTE-7
(XM)
(XM)
(XM)
(XM)
(XM)
(XM)
(XM)
(XM)
(XM)
(XM)
(XM)
(XM)
(XM)
(XM)
(XM)
(XM)
(XM)
(XM)
(XM)
(XM)
SEE NOTE-7
(XM)
(XM)
(XM)
HH
HH
23/25C
14-104-23/25, VIA TC-1
2#8 & 1#8G, 3/4"C
SEE NOTE 2UEL
HH
23/25C
HH
23/25C
HH
23/25C
UEL
UEL
UEL
UEL
U
E
L
2#8 & 1#8G,
3/4"C
2#8 & 1#8G,
3/4"C
2#8 & 1#8G,
3/4"C
2#8 & 1#8G,
3/4"C
H
H
14-104-23/25, VIA TC-1
2#8 & 1#8G, 3/4"C
SEE NOTE 2
HH
SEE NOTE-7
2#8 & 1#8G,
3/4"C
A
SITE PLAN NOTES:
5. LIGHTING CONTACTOR SHALL BE 8-POLE ELECTRICALLY HELD - SQUARE D TYPE-L,
CLASS 8903 IN NEMA-1 ENCLOSURE, OR APPROVED EQUAL BY EATON CUTLER-HAMMER OR
GENERAL ELECTRIC. REFER TO MASSACHUSETTS HIGHWAY DEPARTMENT - STANDARDS
SPECIFICATIONS FOR HIGHWAYS AND BRIDGES FOR ADDITIONAL INFORMATION. REFER TO
LIGHTING CONTACTOR DETAIL ON ELECTRICAL SCHEDULES AND DETAILS SHEET.
6. 277V PHOTOCELL SHALL BE TORK #2100 SERIES, OR APPROVED EQUAL BY INTERMATIC
OR PARAGON. REFER TO MASSACHUSETTS HIGHWAY DEPARTMENT - STANDARDS
SPECIFICATIONS FOR HIGHWAYS AND BRIDGES FOR ADDITIONAL INFORMATION.
PHOTOCELL ORIENTATION SHALL BE FACING NORTH.
7. DESIGN INTENT: REPLACE EXISTING CONDUITS, CONDUCTORS AND HANDHOLE WITH NEW
DUE TO CHANGE IN GRADE. FOR BIDDING PURPOSE CARRY 4#2 & 1#2G, IN 2" C AND
24"X"24"36" HANDHOLE. EXISTING CONDITION INFORMATION FROM AS-BUILT DRAWING SE-12
DATED 8-14-79 PROVIDE BY OWNER.
35MASS.
PROJ. FILE NO. 606375
NORTHAMPTON
PARK & RIDE LOT
FED. PROJ. AID NO.SHEET
NO.
TOTAL
SHEETSSTATE
ELECTRICAL: SITE LIGHTING PLAN
24
SCHEDULE OF LIGHTING FIXTURESTYPEMANUFACTURERLAMP DATAGENERAL NOTES (for all lighting fixtures where applicable):a) LIGHTING FIXTURES LISTED ON SCHEDULE OF LIGHTING FIXTURES ESTABLISH THE PROPOSEDLEVEL OF QUALITY. ANY/ALL PROPOSED LIGHTING FIXTURE SUBSTITUTIONS SHALL BE AN APPROVEDEQUAL.b) PROVIDE ALL ACCESSORIES AND HARDWARE TO ACCOMMODATE MOUNTING REQUIREMENTS.SCHEDULE OF LIGHTING FIXTURE NOTES (as specifically indicated above):1. FIXTURE SHALL BE UL-LISTED WET LOCATION FOR INSTALLATION IN WET/EXTERIOR ENVIRONMENTS.2. POLE SHALL BE FACTORY CUT AT 12'-6" AND MOUNTED ON 6" BASE FOUNDATION FOR A MAXIMUMLIGHT-POLE-BASE ASSEMBLY HEIGHT OF 16' (CITY OF NORTHAMPTON REQUIREMENTS).3. POLE SHALL BE MOUNTED ON 36" BASE FOUNDATION FOR A MAXIMUM LIGHT-POLE-BASE ASSEMBLY HEIGHTOF 16' (CITY OF NORTHAMPTON REQUIREMENTS).CATALOG NUMBERDESCRIPTIONNO.TYPEBALLAST DATAATYPEWATTSVOLTAGEMOUNTINGNOTESCOOPER LIGHTING ORAPPROVED EQUAL BYLITHONIA # MRP LED ORGARDCO # CPL LEDCOOPER LIGHTING #MSA-B01-LED-E1-T4-BZWITH RSS4A15SF9G POLELED DECORATIVE SITE LIGHTING27LED208--NO.15 FT. POLENOTE-1,2BLED DECORATIVE SITE LIGHTING27LED208--10 FT. POLENOTE-1,3- - -- - -DETAIL NOTES:1. DETAIL DEPICTS GENERAL DESIGN INTENT FOR ALL CONDUIT PENETRATIONS INTO/OUT-OF BUILDING(S).PROVIDE FIRESTOPPING WITHIN ANNULAR SPACE BETWEEN CONDUIT FITTING AND BUILDING WALL. ENTIREPENETRATION SHALL BE WEATHERPROOF. EXACT PENETRATION POINT SHALL BE COORDINATED IN THE FIELDTO FACILITATE INSTALLATION AND ACCOMMODATE SPECIFIC CONDITIONS ENCOUNTERED.2. PROVIDE WEATHER RESISTANT PULLING ELBOW AS MANUFACTURED BY CROUSE-HINDS: LBNEC SERIES FORCONDUIT SIZE 2 1/2"(RGS) AND LARGER, AND LBD SERIES FOR CONDUIT SIZE 2"(RGS) AND SMALLER, ORAPPOVED EQUAL BY 0Z/GEDNEY OR THOMAS & BETTS.3. PROVIDE 1 5/8" x 1 5/8" GALVANIZED STEEL CHANNEL CONDUIT SUPPORT SYSTEM. ALL EXPOSEDCOMPONENTS OF STEEL CHANNEL CONDUIT SYSTEM, INCLUDING FASTENERS, HARDWARE ETC. SHALL BEGALVANIZED. PROVIDE SUPPORT AT TWO LOCATIONS MINIMUM. COORDINATE METHOD OF ATTACHMENT TOBUILDING WITH ARCHITECT AND OWNER'S REPRESENTATIVE.PVC SCHEDULE-40CONDUITRGS CONDUIT(TYPICAL)WEATHER RESISTANT PULLING ELBOW(LB-STYLE CONDUIT FITTING), SEE NOTE-2STEEL CHANNEL SUPPORT,SEE NOTE-3 (TYPICAL)RGS CONDUITELBOWPENETRATION POINTINTO/OUT OF BUILDING,SEE NOTE-1INTERIORFINISHED FLOOREXTERIORFINISHED GRADEDETAIL: CONDUIT PENETRATION AT BUILDING WALLC14-104-2314-104-9LNPCTCLIGHTING CONTACTORDETAIL: LIGHTING CONTACTOR14-104-25SPARESPARESPARESPARESPARESPARETO LIGHTINGTO LIGHTING24" DIAMETER60"SITE LIGHTING POLE - REFER TOSCHEDULE OF LIGHTING FIXTURESFOR ADDITIONAL INFORMATIONPOLE ACCESSCOVER PLATEANCHOR BOLTS AND BOLT CIRCLESIZE AS REQUIRED BY POLEMANUFACTURER, FURNISHED WITHPOLE, INSTALLED BY THE CONTRACTORFINISHED GRADE30"DETAIL: SITE LIGHTING POLE BASEPOLE BASECOVERCHAMFERED EDGE#3 REBAR TIES12" ON-CENTER,(TYPICAL)(4) #6 REBAREVENLY SPACEDCONDUIT WITH ASSOCIATED CIRCUIT CONDUCTORS -REFER TO DRAWING(S) FOR CONDUIT SIZE AND TYPE(TYPICAL)COOPER LIGHTING ORAPPROVED EQUAL BYLITHONIA # MRP LED ORGARDCO # CPL LEDCOOPER LIGHTING #MSA-B01-LED-E1-5MQ-BZWITH RSS4A10SF9G POLECCOOPER LIGHTING ORAPPROVED EQUAL BYLITHONIA # MRP LED ORGARDCO # CPL LEDCOOPER LIGHTING #MSA-B01-LED-E1-T4-BZWITH RSS4A10SF9G POLELED DECORATIVE SITE LIGHTING27LED208--10 FT. POLENOTE-1,3- - -36"ELECTRICAL SCHEDULES AND DETAILS2535MASS.PROJ. FILE NO. 606375NORTHAMPTONPARK & RIDE LOTFED. PROJ. AID NO.SHEETNO.TOTALSHEETSSTATE
35MASS.
PROJ. FILE NO. 606375
NORTHAMPTON
PARK & RIDE LOT
FED. PROJ. AID NO.SHEET
NO.
TOTAL
SHEETSSTATE
CM-002S(502)X 28
CROSS SECTIONS 1
35MASS.
PROJ. FILE NO. 606375
NORTHAMPTON
PARK & RIDE LOT
FED. PROJ. AID NO.SHEET
NO.
TOTAL
SHEETSSTATE
CM-002S(502)X 29
CROSS SECTIONS 2
35MASS.
PROJ. FILE NO. 606375
NORTHAMPTON
PARK & RIDE LOT
FED. PROJ. AID NO.SHEET
NO.
TOTAL
SHEETSSTATE
CM-002S(502)X 30
CROSS SECTIONS 3
35MASS.
PROJ. FILE NO. 606375
NORTHAMPTON
PARK & RIDE LOT
FED. PROJ. AID NO.SHEET
NO.
TOTAL
SHEETSSTATE
CM-002S(502)X 31
CROSS SECTIONS 4
35MASS.
PROJ. FILE NO. 606375
NORTHAMPTON
PARK & RIDE LOT
FED. PROJ. AID NO.SHEET
NO.
TOTAL
SHEETSSTATE
CM-002S(502)X 32
CROSS SECTIONS 5
35MASS.
PROJ. FILE NO. 606375
NORTHAMPTON
PARK & RIDE LOT
FED. PROJ. AID NO.SHEET
NO.
TOTAL
SHEETSSTATE
CM-002S(502)X 33
CROSS SECTIONS 6
35MASS.
PROJ. FILE NO. 606375
NORTHAMPTON
PARK & RIDE LOT
FED. PROJ. AID NO.SHEET
NO.
TOTAL
SHEETSSTATE
CM-002S(502)X 34
CROSS SECTIONS 7
35MASS.
PROJ. FILE NO. 606375
NORTHAMPTON
PARK & RIDE LOT
FED. PROJ. AID NO.SHEET
NO.
TOTAL
SHEETSSTATE
CM-002S(502)X 35
CROSS SECTIONS 8