1-Construction Drawings Phase V Street Lighting Project.pdf
PDF 8 MB Posted
- Attached to
- Phase V Street Lighting Project
- Solicitation number
- 25-006
- Issued by
- Utah
About this file
This is a set of construction drawings for the Phase V Street Lighting Project issued by the City of Orem, Utah, Community Development Engineering Division in May 2026. The project involves comprehensive streetlight infrastructure work across multiple areas of Orem, including the removal of 123 existing streetlights, installation of 142 new City light poles with fixtures, connection to 91 power poles with risers, connection to 16 existing transformers or junction boxes, installation of 127 new junction boxes, and boring approximately 20,030 linear feet of 1-inch conduit. The project encompasses multiple geographic areas within Orem identified on the drawings as 1500 S & Main Street, 1500 S & 200 E, 1600 S & Main Street, 1600 S & 100 E, 1600 S & 280 E, 1700 S & 80 W, 1700 S & 100 E, 1864 S & 250 E, 2000 S & 250 E, and additional locations including Westview Drive, Orem Community Park, and various other intersections. The construction completion date is November 21, 2026, and the project number is 2025-006.
The drawings specify detailed installation standards for both residential/trail streetlighting and corridor streetlighting, including fixture specifications (MPL3 P40S 40K MVOLT TG3 QSM GN PR7 PLLL L30), grounding requirements using 5/8-inch by 8-foot copper-clad ground rods, 1-inch and 2-inch PVC conduit installation, and concrete foundation specifications. Contractors are responsible for survey staking, utility potholing and location verification with minimum three-foot horizontal and one-foot vertical separation from City utilities, maintaining driveway access during construction, protecting section corners, and coordinating with the Utah Transit Authority regarding bus routes and stops. The drawings include extensive utility mapping showing water lines, sanitary sewer lines, storm drain lines, and fiber optic conduits throughout the project areas. Design engineer Tiffany Farnsworth and project manager John Wirthlin are identified as primary contacts, with specialized utility contacts listed for sewer, water, storm drain, streets, street lights, signs, traffic control, and SWPPP compliance.
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Text version
COMMUNITY DEVELOPMENT
ENGINEERING DIVISION
56 NORTH STATE ST
OREM, UT 84057
CITY OF OREM
MAY 2026
CITY OF OREM, COMMUNITY DEVELOPMENT, ENGINEERING DIVISION
DRAWINGS FOR THE CONSTRUCTION OF:
PHASE V STREET LIGHTING PROJECT 5/11/2026
PROJECT VICINITY MAP SYMBOLS DRAWING INDEX
LOCATION MAP
ABBREVIATIONS
CITY OF OREM
ENGINEERING DIVISION
COMMUNITY DEVELOPMENT
OREM, UT 84057
56 NORTH STATE ST
(801) 229-7107
APPROVAL CITY ENGINEER
APPROVAL COMMUNITY DEVELOPMENT DIRECTOR
DESIGN: Tiffany Farnsworth
2000 NORTH
1600 NORTH
1200 NORTH
800 NORTH
400 NORTH
CENTER ST
400 SOUTH
800 SOUTH
1200 SOUTH
1600 SOUTH
2000 SOUTH
W
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T
W
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W
ES
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W
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M
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EA
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GENERAL INFORMATION
PROJECT NUMBER: 2025-006
SHEET
TITLENUMBER
TITLE SHEET1
GENERAL INFO AND LOCATION MAP2
UT3
IRR IRRIGATION
OC ON CENTER
OUTSIDE DIAMETEROD
LIP OF GUTTER
NOT IN CONTRACT
NOT TO SCALE
NIC
NTS
LG
MH MANHOLE
SIDEWALK
TOP OF WALK
TOP OF CONCRETE
TELEPHONE
EOA EDGE OF ASPHALT
END VERTICAL CURVE
FIRE HYDRANT
INSIDE DIAMETER
G
ID
GAS
EVC
FL
FH
FLOW LINE
CONTROL POINT
DUCTILE IRON
END CURB RETURN
EL
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ELEVATION
CP
CTV
DI
CABLE TV
TW
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POINT OF TANGENCY
POINT ON CURVE
POINT OF INTERSECTION
POLYVINYL CHLORIDE
RIGHT OF WAY
STORM DRAIN
SANITARY SEWER
POINT OF CURVATURE
POLE, POWER
CURB & GUTTER
BEGIN VERTICAL CURVE
CORRUGATED METAL PIPE
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EXISTING CLEANOUT
EXISTING MANHOLE
EXISTING PRESSURE REDUCER
EXISTING SUMP
EXISTING WATER METER
EXISTING FIRE HYDRANT
EXISTING WATER VALVE
NEW CATCH BASIN
NEW CLEANOUT
NEW MANHOLE
NEW PRESSURE REDUCER
NEW SUMP
NEW WATER METER
NEW FIRE HYDRANT
NEW WATER VALVE
NEW WATER CROSS
NEW WATER TEE
NEW WATER ELBOW
NEW WATER SLEEVE
NEW WATER REDUCER
NEW WATER PLUG
NEW STREETLIGHTEXISTING STREETLIGHT
EXISTING POLE
EXISTING POLE WITH ANCHOR
SECTION CORNER
CONTROL POINT
SIGN
CONIFEROUS TREE DECIDUOUS TREE
CURB, GUTTER & SIDEWALKCG&SW
ROAD CENTERLINERCL
PRESSURE REDUCING VALVE
EXISTING UTILITIES NEW UTILITIES
INVERT ELEVATIONINV
HDPE
REINFORCED CONCRETE PIPERCP
CL CENTERLINE
FO FIBER OPTIC
HIGH-DENSITY POLYETHYLENE
UT1
UT4
UT7
PROJECT
AREA
1600 SOUTH
1600 S. & 100 E. AREA
DESIGN ENGINEER TIFFANY FARNSWORTH 229-7318
PROJECT MANAGER JOHN WIRTHLIN 229-7336
SEWER RYAN JOHNSON 229-7481
WATER QUINN FENTON 229-7546
STORM DRAIN RICK SABEY 229-7545
STREETS BILL PETERSON 229-7537
STREET LIGHTS SHAUN BRIDGES 229-7584
SIGNS TRENT MALLINSON 229-7519
TRAFFIC CONTROL JOHN DORNY 229-7320
SWPPP RYAN CASPER 229-7573
CONTACTS
GENERAL NOTES
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TOP OF ASPHALTTA
UT2
1500 S. & MAIN ST. AREA
1600 S. & MAIN ST. AREA
1500 S. & 200 E. AREA
1700 S. & 100 E. AREA
W
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ANGLE POINTAP
UT8 1864 S. & 250 E. AREA
UT9 2000 S. & 250 E. AREA
PHASE V STREET LIGHTING PROJECT
UT5 1600 S. & 280 E. AREA
UT6 1700 S. & 80 W. AREA
EXISTING STRUCTURE
OR FACILITY
UT10 1525 N, 1200 N, 800 N, WESTVIEW DR.
UT11 100 W, 900 E, 800 E, 590 S
UT12 1200 W AND 1500 S
UT13 1550 E 800 N
UT14 OREM COMMUNITY PARK 165 S 600 W
D1 DETAILS
D2 DETAILS
D3 DETAILS
1) THE CONTRACTOR IS TO READ AND UNDERSTAND THE M&P SPECIAL CONDITIONS LOCATED IN THE SPECIFICATIONS. EACH LINE ITEM IS COVERED IN DETAIL WITH EXTRA INFORMATION THAT MAY NOT BE
FOUND ON THE PLANS. CONSTRUCTION COMPLETION DATE IS NOVEMBER 21, 2026.
2) UNDERGROUND UTILITIES ARE APPROXIMATE. THE CONTRACTOR IS RESPONSIBLE TO POTHOLE, LOCATE AND PROTECT ALL EXISTING UTILITIES. THE CONTRACTOR IS RESPONSIBLE TO POTHOLE EXISTING UTILITIES TO VERIFY ELEVATION AND LOCATION. MINIMUM THREE -FOOT (3') HORIZONTAL AND ONE-FOOT (1') VERTICAL
SEPARATION SHALL BE MAINTAINED FROM ALL CITY UTILITIES.
3) THE CONSTRUCTION SURVEY STAKING IS TO BE PROVIDED BY THE CONTRACTOR.
4)CONTACT TRENT MALLINSON (229-7519 OREM CITY SIGN SHOP) TO COORDINATE OREM CITY STREET SIGN REMOVAL AND RELOCATION. THE CITY WILL BE RESPONSIBLE TO MOVE ANY AND ALL OREM CITY SIGNS. THE SIGN SHOP HOURS ARE 7:00 AM TO 3:30 PM. NOTIFICATION FOR RELOCATION OR REMOVAL WILL NEED TO BE
BY 9:00 AM TO INSURE REMOVAL OR RELOCATION BY 3:30 PM.
5) THROUGHOUT CONSTRUCTION THE CONTRACTOR IS REQUIRED TO NOTIFY AND COORDINATE WITH THE UTAH TRANSIT AUTHORITY (UTA) CONCERNING BUS ROUTES, BUS STOPS, AND UTA ROUTE SIGNS.
6) NATIVE MATERIAL IS SUITABLE FOR BACKFILL.
7) ALL CITY OF OREM UTILITIES SHALL BE POTHOLED TO VERIFY LOCATION. CITY UTILITIES MUST BE VISUALLY INSPECTED AT TIME OF CROSSING. A MINIMUM THREE-FOOT (3') HORIZONTAL AND ONE-FOOT (1') VERTICAL
SEPARATION SHALL BE MAINTAINED FROM ALL CITY UTILITIES.
8) THIS PROJECT HAS EXISTING UTILITIES THAT ARE NEAR THE LOCATIONS OF THE NEW STREET LIGHTS AND JUNCTION BOXES. IT MAY BECOME NECESSARY TO MAKE FIELD ADJUSTMENTS TO THE EXACT GRADE OF THE NEW UTILITIES TO AVOID EXISTING UTILITIES. THE CONTRACTOR SHALL MAKE ADJUSTMENTS WITH THE PROJECT MANAGER AND ENGINEER. NO PRICE ADJUSTMENT SHALL BE MADE FOR INCIDENTAL CHANGES.
9) THE CONTRACTOR IS REQUIRED TO MAINTAIN DRIVEWAY PARKING ACCESS TO ALL APARTMENT BUILDINGS, BUSINESSES, HOMES, ETC. DURING CONSTRUCTION. STEEL PLATES ARE REQ'D WHILE THE NEW CONCRETE CURES FOR THE CURB, GUTTER, AND SIDEWALK FOR ANY DRIVEWAY ENTRANCES AFFECTED.
10) ALL SECTIONS CORNERS MUST BE PROTECTED DURING THE CONSTRUCTION PROCESS. ANY DAMAGED OR DISTURBED SECTION CORNERS MUST BE RE-SURVEYED AT THE CONTRACTORS EXPENSE AND VERIFIED WITH
THE CITY SURVEYOR.
11) ROAD CLOSURES WILL ONLY BE ALLOWED WITH APPROVAL FROM THE CITY ENGINEER. FOR ANY ROAD CLOSURES CONTRACTOR MUST NOTIFY PUBLIC SAFETY, WASTE MANAGEMENT, POST OFFICE, ANY SCHOOL
DISTRICTS AFFECTED, AND UTA.
12) ALL DAMAGE TO CITY OWNED SIDEWALKS/CONCRETE (LIFTING, CRACKING, CORES, ETC.) ARE THE RESPONSIBILITY OF THE CONTRACTOR TO REPLACE. ANY CONCRETE REPAIR IN LIEU OF REPLACEMENT MUST BE APPROVED BY THE CITY. INSTALL CONCRETE ACCORDING TO THE CITY STANDARD DETAILS.
1525 NORTH
1200 NORTH
800 NORTH 800 NORTH
165 SOUTH
180 SOUTH
800 SOUTH
500 SOUTH
1000 SOUTH
1800 SOUTH
STATE STREET
STATE STREET
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REMOVE EXISTING LIGHT:
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SEE EXHIBITS IN APPENDIX A
FOR DETAILS
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1509 S 298 E
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1475 S
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1455 S
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SD
8i n
SD
8i n
SD
8i n
SD
8i n
SD
8i n
SD
8i n
SD
2i n
SD 12in
SD
2i n
SD 24in
SD 36in
SD 36
in
SD 36in
SD 8in
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD 36in
SD 36
in
SD 36in
SD
S
S
S
S
S
P
P
FO
FO
FO
FO
FO
FO
FO
FO
FO FO FO
FO FO FO
FO
FO
FO
FO
FO
FO
FO
FO FO
FO
FO
FO
FO
FO
FO
FO
FO FO FO
P P
P
P
P P
P
P
P
P P
P
EJB
EJB
EJB
EJB
EJB
EJB
PEJB
P
P
P
EJB
EJB
EJB
1624 S
1600 SOUTH
1600 SOUTH
1560 SOUTH ST
1614 S
S
S
1560 S
148 W 122 W 112 W 70 W 58 W 52 W 44 W
103 W 91 W 73 W 63 W
S
S
S
140 W 120 W 86 W 74 W 62 W
S
W
W
38 W 26 W
29 W
32 W
S
S
S
S
15 E
1567 S
1555 S
1545 S
1533 S
9 W33 W55 W 65 W
75 W
155 W
87 W
1675 S
1663 S
1638 S
1628 S
1654 S
1684 S
87 W
1681 S 1680 S
47 W 35 W
32 W
36 W
1673 S
1659 S
1647 S
1633 S
173 W 185 W
186 W
1634 S
1670 S
W
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LA
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1607 S
1625 S
M
AI
N S
TR
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T
W
ES
T
1670 SOUTH
REMOVE EXISTING LIGHT:
DISCONNECT ARM AND
KEEP POLE
REMOVE EXISTING LIGHT:
DISCONNECT ARM AND
KEEP POLE
INSTALL NEW CORRIDOR
STREETLIGHT.
STREET LIGHT EASEMENT (TYP.)
SEE EXHIBITS IN APPENDIX A
FOR DETAILS
LATERALS AND MAIN ARE
SHALLOW IN THESE AREAS.
CONTRACTOR SHALL POTHOLE.
EJB
C
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R
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SCALE: 1" = 100'
(11"x 17" SHEET SIZE)
P
NEW STREET LIGHT
NEW STREET LIGHT REPLACING
EXISTING STREET LIGHT
REMOVE EXISTING STREET LIGHT
NEW ELECTRIC JUNCTION BOX
EXISTING POWER POLE
NEW 1 INCH CONDUIT
EXISTING ELECTRIC
TRANSFORMER
EXISTING STREET LIGHT
10050 500
EJB
ET
EXISTING ELECTRIC
JUNCTION BOX
MATCHLINE SHEET UT3
MATCHLINE SHEET UT1
MATCHLINE SHEET UT6
MATCHLINE SHEET UT3
DE
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W in W in
W in W in
W 6in
W 6in
W in W in
W in W in
W in
W in
W in
W in W in
W 12in
W
2i n
W
2i n
W
2i n
W
2i n
W
2i n
W
2i n
W
2i n
W 6in
W in W in
W 6in
W 6in
W in W in
W in
W in
W in
W in W in
W in W in
W in
SS
in
SS
in
SS
in
SS
in
SS
in
SS
in
SS
in
SS
in
SS
in
SS
in
SS
in
SS
in
SS 8in
SS
in
SS
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SS
in
SS
in SS in
SS
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SS
in
SS
in
SS
in
SS
in
SS
in
SS
in
SS
in
SS
in
SS
in
SS
in
SS 15in SS 15in SS 15in SS 15in
SS 15in SS 15in SS 15in SS 15in SS 15in
SD 24inSD 24inSD 24in SD 24in SD 24in SD 24in SD 24in
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
P
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P P
P
P
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EJB
P
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EJB
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PEJB EJB
P P
P
P P
EJB
EJB
P P
P PEJB
EJB
P P
P
P P
EJB
P EJB
15 E
1567 S
1555 S
1545 S
1533 S 1536 S
1544 S
1556 S
1566 S
1576 S
35 E 45 E 63 E 85 E
S
1563 S
1555 S
1545 S 1538 S
1546 S
1564 S
1576 S
123 E
S
S
S
S
26 E 34 E 1610 S 1615 S
78 E 86 E
98 E 112 E 122 E 148 E 164 E 176 E 184 E 232 E
135 E 147 E 171 E 181 E 1589 S 219 E
1542 S
1532 S
EA
ST
1575 S
1565 S
1555 S
1545 S
1533 S
EA
ST
EA
ST
EA
ST
EA
ST
1622 S
1637 S
1643 S
1681 S
1636 S
1644 S
1666 S
1680 S 1675 S
1627 S
1635 S
1645 S
1655 S
1665 S
1650 S
1632 S 172 E168 E144 E140 E
1626 S
1634 S
1642 S
1650 S
1670 S
1680 S1675 S
1663 S
1625 S
EA
ST
1669 S
1607 S
1625 S
1624 S
E
AS
T
EA
ST
1600 SOUTH
1575 SOUTH
M
AI
N S
TR
EE
T
STREET LIGHT EASEMENT (TYP.)
SEE EXHIBITS IN APPENDIX A
FOR DETAILS
STREET LIGHT EASEMENT (TYP.)
SEE EXHIBITS IN APPENDIX A
FOR DETAILS
P P
P P
EJB
REMOVE EXISTING LIGHT:
DISCONNECT ARM AND
KEEP POLE
EJB
PEJB
REMOVE POWER POLE
AND REPLACE WITH
STREETLIGHT.
C
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R
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SCALE: 1" = 100'
(11"x 17" SHEET SIZE)
P
NEW STREET LIGHT
NEW STREET LIGHT REPLACING
EXISTING STREET LIGHT
REMOVE EXISTING STREET LIGHT
NEW ELECTRIC JUNCTION BOX
EXISTING POWER POLE
NEW 1 INCH CONDUIT
EXISTING ELECTRIC
TRANSFORMER
EXISTING STREET LIGHT
10050 500
EJB
ET
EXISTING ELECTRIC
JUNCTION BOX
UT4
MATCHLINE SHEET UT4
MATCHLINE SHEET UT1
MATCHLINE SHEET UT7
MATCHLINE SHEET UT4
M
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C H
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W in W in
W in
W in W in
W in
W 4in
W 4inW 6in
W in
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W in
W 6in
W 12in W 12in
W 12in
W
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W
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W in
W 6in
W in
W in
W 6in
W in W in
W in
W in W in
SS
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SS 8in SS 8in
SS
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SS
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SS
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SS 8in
SS
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SS
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SS
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SS 8in
SS
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SS
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SS
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SS
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SS
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SS
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SS
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SS
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SS
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SS 8in
SS
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SS 8in
SS 8in
SS
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SS 15in SS 15in SS 15in SS 15in SS 15in SS 15in SS 15in SS 15in SS 15in
SS 15in
SS
SSSS
SS
SSSS
SD 24in SD 24in SD 24in SD 24inSD 24in SD 24in
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
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S
S
S
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S
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S S
S
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P
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P P
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P
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P P
P
EJB
P
P P
1600 SOUTH
184 E 232 E
1589 S 219 E
1542 S
1532 S
1575 S
1565 S
1555 S
1545 S
1533 S
233 E
1534 S
1544 S
1554 S
1564 S
1574 S
EA
ST
EA
ST
1545 S
1557 S
1565 S
1573 S
1587 S 275 E
1582 S
1570 S
1558 S
1546 S
295 E
1579 S
1567 S
1551 S
1539 S
1529 S
307 E
1554 S
1544 S
1528 S
1570 S
1632 S
1529 S
1537 S
1541 S
332 E
345 E
1580 S
333 E
1546 S
1554 S
1576 S
363 E 373 E 389 E
360 E
372 E
380 E
371 E 359 E
240 E 274 E 296 E 314 E 334 E 338 E 346 E 364 E 392 E 394 E
352 E 1634 S
1646 S365 E 394 E
339 E
1645 S
1660 S
319 E
1634 S
1600S 1635 S
356 E
370 E 384 E 1666 S
EA
ST
1655 SOUTH
EA
ST
1533 S
1624 S
CLARK CIRCLE
EA
ST
1550 SOUTH
REMOVE EXISTING LIGHT:
DISCONNECT ARM AND
KEEP POLE. PUT NEW
LIGHT CLOSE TO
EXISTING POLE.
STREET LIGHT EASEMENT (TYP.)
SEE EXHIBITS IN APPENDIX A
FOR DETAILS
P P EJB
EJB
EJB
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EJB
EJB
P
REMOVE POWER POLE
AND REPLACE WITH
STREETLIGHT.
C
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SCALE: 1" = 100'
(11"x 17" SHEET SIZE)
P
NEW STREET LIGHT
NEW STREET LIGHT REPLACING
EXISTING STREET LIGHT
REMOVE EXISTING STREET LIGHT
NEW ELECTRIC JUNCTION BOX
EXISTING POWER POLE
NEW 1 INCH CONDUIT
EXISTING ELECTRIC
TRANSFORMER
EXISTING STREET LIGHT
10050 500
EJB
ET
EXISTING ELECTRIC
JUNCTION BOX
UT5
MATCHLINE SHEET UT5
MATCHLINE SHEET UT2
M
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W 6in
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W 6in W 6in W 6in
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W 6in
W
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W 6in
W 6in
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W 6in
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SS
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SS
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SS
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SS
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SS
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SS
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SS 8in SS 8in
SS 8in
SS
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SS 8in SS 8in
SS
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SS 8in
SS 8in
SS
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SS 8in
SS 8in
SS
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SS
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SS
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SS
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SS 8in
SS
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SS
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SS
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SS
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SS
in
SS 8in SS 8in SS 8in
SS 10in SS 10in
SS 10in
SSSS
SD
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SD 18in
SD
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SD
8i n
SD
8i n
SD
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SD
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SD
8i n
SD
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SD 15in
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
S
S
S
SS
S
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SS
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S
S
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P
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1675 S
1663 S
15 E
1654 S
1684 S
1694 S
1698 S
1704 S
1761 S
1783 S
1795 S
1718 S
1732 S
1744 S
1756 S
1760 S
1764 S
1786 S
1681 S 1680 S
1712 S
1726 S
62 W 48 W
47 W 35 W
32 W
84 W114 W124 W134 W144 W1685 S
87 W 115 W127 W
139 W151 W163 W
1738 S
1752 S
1770 S
1788 S
1722 S
1746 S
1780 S
1775 S
1763 S
1785 S 1785 S
1713 S
1725 S
1737 S
1751 S
1769 S
1787 S
1673 S
1659 S
173 W 185 W
184 W
1670 S
1686 S
1710 S 195 W
1724 S
1748 S
1762 S
1780 S
1700 SOUTH
1800 SOUTH
W
ES
T
W
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M
AI
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TR
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T
GLENDELL DRIVE
W
ES
T
34 W
W
ES
T
1670 SOUTH
STREET LIGHT EASEMENT (TYP.)
SEE EXHIBITS IN APPENDIX A
FOR DETAILS
P
P
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C
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Y O
F O
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, U
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SCALE: 1" = 100'
(11"x 17" SHEET SIZE)
P
NEW STREET LIGHT
NEW STREET LIGHT REPLACING
EXISTING STREET LIGHT
REMOVE EXISTING STREET LIGHT
NEW ELECTRIC JUNCTION BOX
EXISTING POWER POLE
NEW 1 INCH CONDUIT
EXISTING ELECTRIC
TRANSFORMER
EXISTING STREET LIGHT
10050 500
EJB
ET
EXISTING ELECTRIC
JUNCTION BOX
UT6
MATCHLINE SHEET UT6
MATCHLINE SHEET UT3
M
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C H
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W 6in
W in W in
W in W in
W in
W 6in W 6inW 6in W 6in W 6in W 6in
W in
W
2i n
W
2i n
W
2i n
W
2i n
W
2i n
W 6in
W in W in
W 6in
W in W in
W in
W 6in W 6inW 6in W 6in W 6in W 6in
W in
W 8in
W 8in
W in
SS
in
SS
in
SS 8in
SS 8in SS 8inSS 8in SS 8in
SS
in
SS
in
SS
in
SS
in
SS
in
SS
in
SS
in
SS
in
SS
in
SS
in
SS 8in
SS
in
SS
in
SS
in
SS 8in SS 8in SS 8in
SS
in
SS
in
SS
in
SS
in
SS
in
SS
in
SS
in
SS 8in SS 8inSS 10in SS 10in SS 10in SS 10in
SSSS
SD
8i n
SD
8i n
SD
8i n
SD
8i n
SD
8i n
SD
8i n
SD
8i n
S
S
S
S
S
S
S
S
S
SS
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
FO
FO
FO
FO
FO
FO
FO
P
P
P
P
EJBEJB
EJB
EJB
P P
PEJB
P P
PEJB
P P
EJB
EJB
EJB
P
P P
EJB
P
P
EJB
P
EJB
P
P EJB
P
EJB
EJB
EA
ST
1643 S
1681 S
1695 S
1644 S
1666 S
1680 S
1690 S1685 S
1675 S
1655 S
1665 S
65 E 125 E 135 E 147 E 161 E
175 E 189 E
180 E 164 E
124 E86 E26 E
35 E
1650 S
1650 S
1670 S
1680 S
1690 S
1675 S
1663 S
15 E
S
S
S
1761 S
1783 S
1795 S 1776 S
1768 S
1758 S
1750 S
1744 S
1738 S
1728 S
1712 S 1707 S 1710 S
1727 S
1739 S
1751 S
1769 S
1780 S
1724 S
1736 S
1748 S
1762 S
1782 S
83 E
1711 S
1723 S 1722 S
1710 S
1735 S
1747 S
1732 S
1742 S 1743 S
1731 S
1725 S
1713 S 1714 S
1722 S
1734 S
1744 S
1700 SOUTH
M
AI
N S
TR
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T
EA
ST
E
AS
T
EA
ST
1669 S
REMOVE EXISTING LIGHT:
DISCONNECT ARM AND
KEEP EXISTING POLE
STREET LIGHT EASEMENT (TYP.)
SEE EXHIBITS IN APPENDIX A
FOR DETAILS
PEJB
REMOVE POWER POLE
AND REPLACE WITH
STREETLIGHT.
C
IT
Y O
F O
R
EM
O R
EM
, U
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N
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TH
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M
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N U
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5-
MATCHLINE SHEET UT8
MATCHLINE SHEET UT7
SCALE: 1" = 100'
(11"x 17" SHEET SIZE)
P
NEW STREET LIGHT
NEW STREET LIGHT REPLACING
EXISTING STREET LIGHT
REMOVE EXISTING STREET LIGHT
NEW ELECTRIC JUNCTION BOX
EXISTING POWER POLE
NEW 1 INCH CONDUIT
EXISTING ELECTRIC
TRANSFORMER
EXISTING STREET LIGHT
10050 500
EJB
ET
EXISTING ELECTRIC
JUNCTION BOX
UT7
MATCHLINE SHEET UT7
MATCHLINE SHEET UT4
M
AT
C H
LI
N
E
SH
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T
U T7
M
AT
C H
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N
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SH
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DE
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DA
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D
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PR
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L
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M
EN
DE
D
W 4in
W in W in
W in
W 6in W 6in
W in
W in
W 6in W 6in W 6in
W 6in
W in
W 6in
W 6in
W 1in
W
2i n
W
2i n
W 12in W 12in W 12inW 6in W 6in
W in
W in
W 6in W 6in W 6in
W 6in
W in
W 6in
W 6in
W 8in W 8in
W in
W in
W 8in W 8in
W 8in
SS
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SS
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SS 8in
SS 8in SS 8in
SS 8in
SS
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SS
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SS
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SS
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SS 8in
SS 8in SS 8in
SS
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SS
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SS 8in
SS 8in SS 8in
SS 8in SS 8in SS 8in
SS
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SS
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SS 8inSS 8in
SS
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SS
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SS
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SS 8in SS 8in
SS 8in
SS
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SS
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SS
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SS 6in
SS 12in SS 12in SS 12in SS 12in
SS
2i n
SS
2i n
SS
2i n
SSSS SSSS
S
S
S
S
S
S
SD SD SD SD SD
SD
SD
SD
S
S
S
S
S
P
P
P
P
FO
FO
FO
FO FO FO
FO
FO
FO
FO
FO
FO FO FO
P
P
P
P
P P
P
P
P P
P
P
EJB
EJB
EJB
EJB
EJB
P
P P P
P
EJB
EJB
155 E 175 E
187 E
206 E 218 E
213 E 225 E
230 E
214 E
210 E1825 SOUTH 1838 SOUTH
1864 SOUTH
1910 SOUTH
1910 SOUTH
EA
ST
EA
ST
EA
ST
EA
ST
1786 S
339 E331 E311 E1784 S 1795 S
EA
ST
1850 S325 E311 E295 E281 E267 E
284 E
296 E
293 E
283 E1823 S
324 E
315 E
311 E
321 E
335 E 345 E
1830 S
1838 S
294 E280 E1813 S
1839 S1844 S226
1854 S227 E217 E203 E189 E
173 E1853 S
1845 S 174 E
186 E
1824 S
1814 S
1874 S
1890 S
228 E216 E204 E 188 E172 E156 E
161 E
171 E
179 E
160 E
231 E219 E
210 E
218 E 230 E 1928 S 262 E 274 E 284 E 298 E
329 E
323 E309 E 297 E285 E 275 E261 E
268 E 282 E 296 E 312 E 324 E 336 E 348 E 1876 S
1850 S
1800 SOUTH
1830 SOUTH
STREET LIGHT EASEMENT (TYP.)
SEE EXHIBITS IN APPENDIX A
FOR DETAILS
EJB
235 E
C
IT
Y O
F O
R
EM
O R
EM
, U
T
N
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TH
S
TA
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N U
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5-
MATCHLINE SHEET UT9
MATCHLINE SHEET UT8
SCALE: 1" = 100'
(11"x 17" SHEET SIZE)
P
NEW STREET LIGHT
NEW STREET LIGHT REPLACING
EXISTING STREET LIGHT
REMOVE EXISTING STREET LIGHT
NEW ELECTRIC JUNCTION BOX
EXISTING POWER POLE
NEW 1 INCH CONDUIT
EXISTING ELECTRIC
TRANSFORMER
EXISTING STREET LIGHT
10050 500
EJB
ET
EXISTING ELECTRIC
JUNCTION BOX
UT8
MATCHLINE SHEET UT8
MATCHLINE SHEET UT7
DE
VE
LO
PM
EN
T
SE
RV
IC
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D
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TO
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CI
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W in W in
W 6in
W 6i n
W 6i n
W in W in
W in W in
W 6in
W 12in W 12in W 12in W 12in
W
2i n
W 6in
W 6i n
W 6i n
W in W in
W in W in
W 6in
W 8in
W 8in W 8in
SS
in
SS
in
SS 8inSS 8in
SS 8in
SS
in
SS
in
SS 8in
SS
2i n
SS
2i n
SS 12in SS 12in SS 12in SS 12in SS 12in
SS
2i n
SS
2i n
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SD 24in SD 24in
SD
in
SD
in
SD
in
SD
SD
SD
in
SD
in
SD
in
S
S
S
S
S
S
S
SD SD SD SD
SD
SD
SD
SD
S
S
P
FO
FO
P
P
P P
P P EJB
P
EJB
2000 SOUTH
S
OUTH
1910 SOUTH
EA
ST
EA
ST
135 E
160 E 218 E 230 E 1928 S
241 E
221 E
209 E
220 E 230 E 1964 S
235 E
227 E215 E 199 E187 E175 E143 E
158 E 176 E
177 E
169 E159 E
1951 S
275 E
1945 S
1941 S
262 E 274 E 284 E 298 E
327 E
330 E
329 E
1950 SOUTH
1825 SOUTH
STREET LIGHT EASEMENT (TYP.)
SEE EXHIBITS IN APPENDIX A
FOR DETAILS
C
IT
Y O
F O
R
EM
O R
EM
, U
T
N
O R
TH
S
TA
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S T
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N
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N U
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MATCHLINE SHEET UT9
MATCHLINE SHEET UT8
SCALE: 1" = 100'
(11"x 17" SHEET SIZE)
P
NEW STREET LIGHT
NEW STREET LIGHT REPLACING
EXISTING STREET LIGHT
REMOVE EXISTING STREET LIGHT
NEW ELECTRIC JUNCTION BOX
EXISTING POWER POLE
NEW 1 INCH CONDUIT
EXISTING ELECTRIC
TRANSFORMER
EXISTING STREET LIGHT
10050 500
EJB
ET
EXISTING ELECTRIC
JUNCTION BOX
UT9
DE
VE
LO
PM
EN
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D
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DA
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D
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PR
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M
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W 6in
W 6in
W 8in
W 8in
W 8in
W in W in
W in
W 8in W 8in
W 6in
W 20in W 20in W 20in W 20in
SS 8in
SS 8in
SS 8in
SS 8in
SS 8in
SS 8in SS 15in SS 15in SS 15in SS 15in
SS
SD 21in SD 21in SD 21in SD 21in SD 21in SD 21in
SD
24in
SD
24in
S
S
S
FO FO FO
P
STATE STREET
1200 NORTH
1187 N
CONNECT TO TRAFFIC
SIGNAL FOR POWER
W 6in
W
2i n
W
2i n
W
2i n
W 6in
SS 8in
SS
in
SS
in
SS
in
SS
in
SS
SS
SS
SS
SS
SS
SS
SS
SS
SSSD
SD
SD
SD
P
FO
FO
FO
FO
P P
P P
EJB
1921 S
1937 S
1951 S
1965 S
47 W
37 W
23 W 1938 S
1954 S
WESTVIEW DRIVE
M
AI
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TR
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W 8in
W 12in W 12in
W 12in
W 12in
W 12in
W 12in
W W
W
W
W
W
W
W
W 8in
P
SS 6in
SS 6in
SS 6in
SS 6in
SS 8in
SS 8in
SS
SS
SD 18in SD 18in SD 18in
S
S
S
S
S
S
P
P
STATE STREET
800 NORTH
809 N
845 N
CONNECT TO TRAFFIC
SIGNAL FOR POWER
W 6in W 6in W 6in W 6in
W in
W 6in
W in W in
SS
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SS
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SS 8in SS 8in SS 8in SS 8in SS 8in
S
S
FO FO FO FO FO
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P P
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W
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CI
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N U
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SCALE: 1" = 60'
(11"x 17" SHEET SIZE)
P
NEW STREET LIGHT
NEW STREET LIGHT REPLACING
EXISTING STREET LIGHT
REMOVE EXISTING STREET LIGHT
EJB NEW ELECTRIC JUNCTION BOX
EXISTING POWER POLE
w/ NEW RISER
NEW 1 INCH CONDUIT
EXISTING ELECTRIC
TRANSFORMER
EXISTING ELECTRIC
JUNCTION BOX
ET
EXISTING STREET LIGHT
SCALE: 1" = 60'
(11"x 17" SHEET SIZE)
P
NEW STREET LIGHT
NEW STREET LIGHT REPLACING
EXISTING STREET LIGHT
REMOVE EXISTING STREET LIGHT
EJB NEW ELECTRIC JUNCTION BOX
EXISTING POWER POLE
w/ NEW RISER
NEW 1 INCH CONDUIT
EXISTING ELECTRIC
TRANSFORMER
EXISTING ELECTRIC
JUNCTION BOX
ET
EXISTING STREET LIGHT
300 6030
SCALE: 1" = 60'
(11"x 17" SHEET SIZE)
P
NEW STREET LIGHT
NEW STREET LIGHT REPLACING
EXISTING STREET LIGHT
REMOVE EXISTING STREET LIGHT
EJB NEW ELECTRIC JUNCTION BOX
EXISTING POWER POLE
w/ NEW RISER
NEW 1 INCH CONDUIT
EXISTING ELECTRIC
TRANSFORMER
EXISTING ELECTRIC
JUNCTION BOX
ET
EXISTING STREET LIGHT
300 6030
SCALE: 1" = 60'
(11"x 17" SHEET SIZE)
P
NEW STREET LIGHT
NEW STREET LIGHT REPLACING
EXISTING STREET LIGHT
REMOVE EXISTING STREET LIGHT
EJB NEW ELECTRIC JUNCTION BOX
EXISTING POWER POLE
w/ NEW RISER
NEW 1 INCH CONDUIT
EXISTING ELECTRIC
TRANSFORMER
EXISTING ELECTRIC
JUNCTION BOX
ET
EXISTING STREET LIGHT
300 6030
DE
VE
LO
PM
EN
T
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ES
D
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TO
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CI
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N
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W in W in
W in
SS
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SS
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SS
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SS
P P
P
EJB
EA
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500 SOUTH
520 S
P
W 6in
W in
W 6i n
W 6i n
W 8i n
SS 8i n
SS 8in
SS 8in
SD
SD
SD
SD
SD
SD
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P
P
EJB
P
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W in W in
W in W in
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SS 10in
SS
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SS
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4i n
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P P
P P
945 S
983 S
EA
ST
962 S
W in W in
W in W in
W 12in W 12in W 12in W 12in W 12in W 12in
SS
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SS
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SS
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SS
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SS
S
P P
P PEJB
W
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800 SOUTH
90 W
754 S
STREET LIGHT EASEMENT (TYP.)
SEE EXHIBITS IN APPENDIX A
FOR DETAILS
CI
TY
O F
O
RE
M
O
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M , U
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N
O
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M
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G\
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\D W
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BA
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M
AP
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P
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V S
TR
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W , 9
E
, 8
E , 5
S
PH
AS
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ST
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ET
L
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HT
IN
G
PR
O
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CT
PR
O
JE
CT
N U
M
BE
R:
5-
SCALE: 1" = 60'
(11"x 17" SHEET SIZE)
P
NEW STREET LIGHT
NEW STREET LIGHT REPLACING
EXISTING STREET LIGHT
REMOVE EXISTING STREET LIGHT
EJB NEW ELECTRIC JUNCTION BOX
EXISTING POWER POLE
w/ NEW RISER
NEW 1 INCH CONDUIT
EXISTING ELECTRIC
TRANSFORMER
EXISTING ELECTRIC
JUNCTION BOX
ET
EXISTING STREET LIGHT
SCALE: 1" = 60'
(11"x 17" SHEET SIZE)
P
NEW STREET LIGHT
NEW STREET LIGHT REPLACING
EXISTING STREET LIGHT
REMOVE EXISTING STREET LIGHT
EJB NEW ELECTRIC JUNCTION BOX
EXISTING POWER POLE
w/ NEW RISER
NEW 1 INCH CONDUIT
EXISTING ELECTRIC
TRANSFORMER
EXISTING ELECTRIC
JUNCTION BOX
ET
EXISTING STREET LIGHT
300 6030
SCALE: 1" = 60'
(11"x 17" SHEET SIZE)
P
NEW STREET LIGHT
NEW STREET LIGHT REPLACING
EXISTING STREET LIGHT
REMOVE EXISTING STREET LIGHT
EJB NEW ELECTRIC JUNCTION BOX
EXISTING POWER POLE
w/ NEW RISER
NEW 1 INCH CONDUIT
EXISTING ELECTRIC
TRANSFORMER
EXISTING ELECTRIC
JUNCTION BOX
ET
EXISTING STREET LIGHT
300 6030
SCALE: 1" = 60'
(11"x 17" SHEET SIZE)
P
NEW STREET LIGHT
NEW STREET LIGHT REPLACING
EXISTING STREET LIGHT
REMOVE EXISTING STREET LIGHT
EJB NEW ELECTRIC JUNCTION BOX
EXISTING POWER POLE
w/ NEW RISER
NEW 1 INCH CONDUIT
EXISTING ELECTRIC
TRANSFORMER
EXISTING ELECTRIC
JUNCTION BOX
ET
EXISTING STREET LIGHT
DE
VE
LO
PM
EN
T
SE
RV
IC
ES
D
IR
EC
TO
R
CI
TY
E N
GI
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DA
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AP
PR
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EN
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LO
PM
EN
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RV
IC
ES
D
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EC
TO
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CI
TY
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GI
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EE
R
DA
TE
AP
PR
O
VE
D
AP
PR
O
VA
L
RE
CO
M
M
EN
DE
D
W 6in
W 6in
W 12in
W 12in
W 12in
W
2i n
W 12in
W 12in
W 12in W 12in W 12in
W 12in
W 12in
W 12in
W 12in
W 6in
W 6in
W in
W in
W 8in
SD 12in SD 12in
P
P
P
P
P
P
P
P
P
P
P
P
P
SS
in
SS 8in SS 8in
SS
in
SS
in
SS 10in
SS 10in
SSSS
1500 SOUTH
STATE STREET
1460 S
ETEJB
W
2i n
W
2i n
W
2i n
W
2i n
W
2i n
W
2i n
W
2i n
W
2i n
W W
W W
W W
P
SS 8in
SS
0i n
SS
0i n
SS
0i n
SS
0i n
SS
0i n
SS
0i n
SS
0i n
SD 10in SD
0i n
SD
0i n
SD
0i n
SD
0i n
SD
0i n
SD 8in
P P
P P
P P
P
EJB
210 S
67 W
66 W
218 S
168 S
1 W
W
ES
T
180 SOUTH
W
ES
T
CONNECT TO EXISTING CONDUIT
CI
TY
O F
O
RE
M
O
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M , U
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N
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H
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PM
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SC
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D
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TL
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TB
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M
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M
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UT12
Z:
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6-
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S
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ST
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L
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IN
G
PR
O
JE
CT
PR
O
JE
CT
N U
M
BE
R:
5-
SCALE: 1" = 60'
(11"x 17" SHEET SIZE)
P
NEW STREET LIGHT
NEW STREET LIGHT REPLACING
EXISTING STREET LIGHT
REMOVE EXISTING STREET LIGHT
EJB NEW ELECTRIC JUNCTION BOX
EXISTING POWER POLE
w/ NEW RISER
NEW 1 INCH CONDUIT
EXISTING ELECTRIC
TRANSFORMER
EXISTING ELECTRIC
JUNCTION BOX
ET
EXISTING STREET LIGHT
SCALE: 1" = 60'
(11"x 17" SHEET SIZE)
P
NEW STREET LIGHT
NEW STREET LIGHT REPLACING
EXISTING STREET LIGHT
REMOVE EXISTING STREET LIGHT
EJB NEW ELECTRIC JUNCTION BOX
EXISTING POWER POLE
w/ NEW RISER
NEW 1 INCH CONDUIT
EXISTING ELECTRIC
TRANSFORMER
EXISTING ELECTRIC
JUNCTION BOX
ET
EXISTING STREET LIGHT
300 6030300 6030
DE
VE
LO
PM
EN
T
SE
RV
IC
ES
D
IR
EC
TO
R
CI
TY
E N
GI
N
EE
R
DA
TE
AP
PR
O
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D
AP
PR
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L
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CO
M
M
EN
DE
D
DA
TE
DE
VE
LO
PM
EN
T
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RV
IC
ES
D
IR
EC
TO
R
CI
TY
E N
GI
N
EE
R
DA
TE
AP
PR
O
VE
D
AP
PR
O
VA
L
RE
CO
M
M
EN
DE
D
W 8in
W
2i n
W 12in
W 12in
W 12in
W 12in
W 12in
W 12in
W
2i n
W 12in
W 12in
W 12in
W 12in
W 12in
W 12in
SS 8in
SD
2i n
SD
12in
SD
18in
SD
18in
SD
18in
SD
24in
SD 8in
SD 8in
S
S
S
S
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD SD
SD
SD
SD
SD
SD
SD
SD
SD
ET
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
EJB
EJB
EJB
EJB
800 NORTH
E
AS
T
1565 E
1510 E
1555 E
STREETLIGHT, CONDUIT, AND JUNCTION
BOX LOCATIONS SHOWN ARE SCHEMATIC
ONLY. THE CONTRACTOR SHALL
COORDINATE AND VERIFY EXACT FIELD
LOCATIONS WITH THE PROJECT MANAGER.
INSTALL NEW CORRIDOR
STREETLIGHT (TYP.)
C
IT
Y O
F O
R
EM
O R
EM
, U
T
N
O R
TH
S
TA
TE
S T
EN
G
IN
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R
IN
G D
IV
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IO
N
C O
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IT
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D
EV
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O
PM
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DE
SC
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PT
IO
N
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DA
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CH
EC
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D
DR
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N
DE
SI
GN
TL
N
TB
F
TB
F
E
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PH
AS
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ST
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L
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IN
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PR
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M
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M
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M
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Z:
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6-
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IN
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BA
SE
M
AP
DE
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GN
P
HA
SE
V S
TR
EE
T
LI
GH
T.
DW
G
PR
O
JE
CT
N U
M
BE
R:
5-
SCALE: 1" = 60'
(11"x 17" SHEET SIZE)
P
NEW STREET LIGHT
NEW STREET LIGHT REPLACING
EXISTING STREET LIGHT
REMOVE EXISTING STREET LIGHT
NEW ELECTRIC JUNCTION BOX
EXISTING POWER POLE
NEW 1 INCH CONDUIT
EXISTING ELECTRIC
TRANSFORMER
EXISTING STREET LIGHT
6030 300
EJB
ET
EXISTING ELECTRIC
UT13
DE
VE
LO
PM
EN
T
SE
RV
IC
ES
D
IR
EC
TO
R
CI
TY
E N
GI
N
EE
R
DA
TE
AP
PR
O
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D
AP
PR
O
VA
L
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CO
M
M
EN
DE
D
DA
TE
DE
VE
LO
PM
EN
T
SE
RV
IC
ES
D
IR
EC
TO
R
CI
TY
E N
GI
N
EE
R
DA
TE
AP
PR
O
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D
AP
PR
O
VA
L
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CO
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M
EN
DE
D
W in
W 6in W 6in
W in
W 6in
W in
W 6in
W 8in
W
0i n
W
0i n
W 2in
W 4in W 4in
W 8in
P
P
P
PP
P
P P
P
SS 6in SS 6in
SS 6in
SS 6in
SS 8in
SS 8in
SS 8in
SS 8in
SS 8in
SS 8in
SS
in
SS
in
SS
in
SS
in
SS
in
SS
in
SS 8in
SS 8in
SS 8in SS 8in
SS
in
SS
in
SS
S S
S
S S
S
S
S
S
S
S
SS
S
S
S
S
S S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
SD
FO
FO
FO
FO
FO
FO
FO
P
P P
P P
P
P
P
P
P
P
P
P
P P P
P
P
P
P
P
P P
P
P
P
P
P
P
P
P P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
EJB
EJB
EJB
EJB
EJB
EJB
EJB
EJB
EJB
EJB
EJB
EJB
EJB
EJB
EJB
EJB
EJB
EJB
EJB
EJB
600 WEST
SO
U
TH
W
ES
T
600 WEST
INSTALL TRAIL LIGHT
INSTALL TRAIL LIGHT
INSTALL TRAIL LIGHT
INSTALL TRAIL LIGHT
INSTALL TRAIL LIGHT
CONNECT TO EXISTING
POWER METER BOX
OUTSIDE OF BUILDING
CONNECT TO EXISTING
POWER METER BOX
OUTSIDE OF BUILDING
360 S368 S
W
EJB
P P
P
P
P
P
P
EJB
EJB
SO
U
TH
165 S
W
INSTALL CORRIDOR
STREETLIGHT
INSTALL CORRIDOR
STREETLIGHT
INSTALL CORRIDOR
STREETLIGHT
INSTALL CORRIDOR
STREETLIGHT
C
IT
Y O
F O
R
EM
O R
EM
, U
T
N
O R
TH
S
TA
TE
S T
EN
G
IN
EE
R
IN
G D
IV
IS
IO
N
C O
M M
U N
IT
Y
D
EV
EL
O
PM
EN
T
DE
SC
RI
PT
IO
N
BY
RE
V
DA
TE
CH
EC
KE
D
DR
AW
N
DE
SI
GN
TL
N
TB
F
TB
F
O
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M C
O M
M U
N
IT
Y
PA
RK
S
W
PH
AS
E V
ST
RE
ET
L
IG
HT
IN
G
PR
O
JE
CT
M
AY
M
AY
M
AY
Z:
\D
S_
EN
G\
EN
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PR
O
JE
CT
S\
\2 5-
6-
M
SC
PH
AS
E
V
ST
RE
ET
L
IG
HT
IN
G\
DE
SI
GN
\D W
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BA
SE
M
AP
DE
SI
GN
P
HA
SE
V S
TR
EE
T
LI
GH
T.
DW
G
PR
O
JE
CT
N U
M
BE
R:
5-
SCALE: 1" = 120'
(11"x 17" SHEET SIZE)
P
NEW STREET LIGHT
NEW STREET LIGHT REPLACING
EXISTING STREET LIGHT
REMOVE EXISTING STREET LIGHT
NEW ELECTRIC JUNCTION BOX
EXISTING POWER POLE
NEW 1 INCH CONDUIT
EXISTING ELECTRIC
TRANSFORMER
EXISTING STREET LIGHT
12060 600
EJB
ET
EXISTING ELECTRIC
UT14
12" DIA. HOLE
6"
FINISH
GRADE
4'-0"
INSTALL WATERTIGHT
FUSED CONNECTORS
OR APPROVED
EQUIVALENT, FUSE AT 10 AMPS
PULL BOX PROVIDED BY CITY, OR
APPROVED EQUIVALENT WITH
LOGO "STREET LIGHTING"
2" PVC CONDUIT
AND CONDUCTORS
TO POWER SOURCE
8" x 8'-0" COPPER-CLAD
GROUND ROD. GROUND
POLE AND GREEN GROUND
WITH #10 BARE COPPER
UNDISTURBED
NATIVE SOIL
1" PVC CONDUIT
FILL VOID WITH
CONCRETE
HOLOPHANE "SALEM" STYLE POLE WITH 13" BASE DIAMETER
2 1/2"
POLE CUTOUT
FOR CLARITY
INSTALL 2 #10 AND 1 #10 B.C. GROUND UP POLE TO LIGHT FIXTURE. GROUND LIGHT
FIXTURE WITH #10 B.C.
INSTALL 4 WIRE TAP OR APPROVED EQUIVALENT
GROUND #10 B.C. NEUTRAL AND GREEN GROUND TO POLE
NEURTRAL LOOP IN AND OUT OF POLE BASE
GREEN GROUND LOOP IN AND OUT OF POLE BASE
12"
BASE PLATE
14" DIAMETER BOLT CIRCLE
13" SQ.
BASE COVER
PLAN VIEW
PROFILE VIEW
RESIDENTIAL/TRAIL STREET LIGHTING
N.T.S.
FINISH GRADE
6" DIA.
2'-0"
6'-0"
12" DIA. MIN.
3" MIN.
NOTES:
1. USE THE IN-LINE FUSE HOLDER APPROVED BY CITY.
2. USE SINGLE CONDUCTOR COPPER CABLE NO. 10 AWG
TYPE THWN, THW, OR THHW, FOR ALL CONDUCTORS
3. FURNISH POWER SOURCE AND INSTALL AS SHOWN
4. USE NO. 10 AWG SOLID BARE COPPER GROUND WIRE
5. WHEN LIGHTS ARE CONNECTED IN SERIES INSTALL
JUNCTION BOX NEXT TO EACH LIGHT POLE BASE
6. FIXTURE PART #: MPL3 P40S 40K MVOLT TG3 QSM GN PR7
PLLL L30
7. ARM ADAPTER PART #: BHDF QSM GN
8. ROADWAY ARM PART #: OVC 45IN 1A TN GN
9. POLE PART #: NYS 21 FTB 20D EO8 GN
INSTALL WATERTIGHT INCLINE 30 AMP
FUSE HOLDER, FUSE AT 10 AMPS
PULL BOX, CARSON 1419-12-4B-GRN OR
APPROVED EQUIVALENT WITH LOGO "STREET
LIGHTING" QUAZITE #PG1324-BA12
WITH #PG124HA00 COVER, OR APPROVED
EQUIVALENT WITH LOGO "STREET LIGHTING"
REQUIRED WHEN PLACE IN CONCRETE
INSTALL JUNCTION BOX 3' TO
10' AWAY FROM POWER
SOURCE.
5/8" x 8'-0" COPPER-CLAD
GROUND ROD. GROUND
POLE AND GREEN GROUND
WITH #10 BARE COPPER
2" PVC CONDUIT
AND CONDUCTORS
TO NEXT PULL BOX
AND POWER SOURCE
UNDISTURBED
NATIVE SOIL
LENGTH OF
CONDUIT
VARIES
LEAVE CONCRETE 3-4" BELOW FINISH GRADE,
FILL IN WITH NATIVE SOIL
INSTALL 2 #10 AND 1 #10 B.C. GROUND
UP POLE TO LIGHT FIXTURE. GROUND LIGHT FIXTURE
WITH #10 B.C.
FILL VOID WITH
CONCRETE
ANCHOR BASE POLE
FOR 21' POLE
BOLT POLE TO FOUNDATION.
GROUND POLE TO GROUND
WIRE TO GROUND ROD, #10
BARE COPPER
1" PVC
CONDUIT
180°
90°
0°
270°
Ø 15"
BOLT CIRCLE
PLAN VIEW
CORRIDOR STREET LIGHTING
N.T.S.
NOTES:
1. USE SINGLE CONDUCTOR COPPER CABLE NO. 10 AWG TYPE THWN, THW, OR THHW, FOR ALL
CONDUCTOR
2. FURNISH POWER SOURCE AND INSTALL AS SHOWN
3. USE NO. 10 AWG SOLID BARE OR STR GREEN COPPER GROUND WIRE
4. PROVIDE CORROSION PROTECTION ON BURIED METALLIC CONDUIT TO BE 6" ABOVE FINISHED GRADE
5. MEET LOCAL POWER UTILITY SERVICE REQUIREMENTS
GROUND SURFACE
ROCKY MOUNTAIN POWER TRIPLEX
SECONDARIES, 120/240 VOLT, SINGLE
PHASE
3'-0"
2'-0"
CONTRACTOR TO INSTALL 2" CONDUIT ON POLE STANDOFF BRACKETS
POLE STANDOFF BRACKETS (TYP.)
2 #10 BLACK FOR 120 VOLT AND 2
#10 BLACK AND 1 #10 GREEN FOR
240 VOLT INSTALL WATERTIGHT IN-LINE
30 AMP FUSE HOLDER, FUSE AT 10 AMPS
STREET LIGHT
PULL BOX
1" PVC TO STREET LIGHT5
8" x 8' COPPERCLAD
GROUND ROD (ATTACH ALL
GROUND WIRES TO GROUND
ROD)
POWER POLE RISER
N.T.S.
FINISH GRADE
2'-0"
6'-0"
NOTE:
1. INDUSTRIAL FIXTURE BASE THE SAME EXCEPT POLE
IS 25 FT STRAIGHT, 5" STEEL AND FUSED AT 10 AMPS
INSTALL WATERTIGHT INCLINE 30 AMP
FUSE HOLDER, FUSE AT 10 AMPS
PULL BOX, CARSON 1419-12-4B-GRN OR
APPROVED EQUIVALENT WITH LOGO "STREET
LIGHTING" QUAZITE #PG1324-BA12
WITH #PG124HA00 COVER, OR APPROVED
EQUIVALENT WITH LOGO "STREET LIGHTING"
REQUIRED WHEN PLACE IN CONCRETE
8" x 8'-0" COPPER-CLAD
GROUND ROD. GROUND
POLE AND GREEN GROUND
WITH #10 BARE COPPER
2" PVC CONDUIT
AND CONDUCTORS
TO NEXT PULL BOX
AND POWER SOURCE
UNDISTURBED
NATIVE SOIL
LENGTH OF CONDUIT VARIES
4 #5 REBAR
ANCHOR BASE POLE
FOR 21' POLE
ANCHOR BOLTS
BY POLE SUPLIER
INSTALL 2 #10 AND 1 # 10
BARE COPPER GROUND UP POLE
TO LIGHT FIXTURE, GROUND
LIGHT FIXTURE
1" PVC
CONDUIT
#3 REBAR
AT 12" O.C.
CONCRETE
PER SPEC
INSTALL JUNCTION BOX 3' TO
10' AWAY FROM POWER
SOURCE.
GROUND POLE TO GROUND
WIRE TO GROUND ROD,
#10 BARE COPPER
90°
180°
0°
270°
Ø 15"
BOLT CIRCLE
PLAN VIEW
NYC 20"
Ø 3/4"
HOT DIP GALVANIZED
L-TYPE ANCHOR BOLTS
(4 PER POST)
CORRIDOR STREET LIGHTING W/ CONCRETE BASE
N.T.S.
CI
TY
O F
O
RE
M
O
RE
M , U
T
N
O
RT
H
ST
AT
E
ST
EN
GI
N
EE
RI
N G
DI
VI
SI
O
N
CO
M M
U N
IT
Y
DE
VE
LO
PM
EN
T
DE
SC
RI
PT
IO
N
BY
RE
V
DA
TE
CH
EC
KE
D
DR
AW
N
DE
SI
GN
A
N.T.S.
TL
N
TB
F
TB
F
M
AY
M
AY
M
AY
D1
Z:
\D
S_
EN
G\
EN
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PR
O
JE
CT
S\
\2 5-
6-
M
SC
PH
AS
E
V
ST
RE
ET
L
IG
HT
IN
G\
DE
SI
GN
\D W
G\
BA
SE
M
AP
DE
SI
GN
P
HA
SE
V S
TR
EE
T
LI
GH
T.
DW
G
DE
TA
IL
S
PH
AS
E V
ST
RE
ET
L
IG
HT
IN
G
PR
O
JE
CT
PR
O
JE
CT
N U
M
BE
R:
5-
B
C
D
VARIES
4"
3"
9"
2'-0"
24" CONCRETE CURB &
GUTTER REQ'D
#4 GRADE 60 REBAR
AT 24" O.C.
4" MIN. COMPACTED
UTBC REQ'D
SUBBASE TO BE A MINIMUM OF 6"
OF A-1 GRADED MATERIAL.
REMOVAL OF EXISTING MATERIAL
AS DETERMINED BY CITY
ENGINEER.
CONCRETE CURB, GUTTER & SIDEWALK
N.T.S.
APPROACH WIDTH
18"
DRIVE APPROACH LENGTH FOR PAVEMENT
6-12"
7"
1"
6'
2'-1"
6"
2'-6" 1'-5"
1-12"
18"
TRANSITION
18"
TRANSITION
DRIVEWAY VARIABLE (SEE NOTE 1)
MINIMUM WIDTH 12'-0", CONCRETE 6" THICK
40' MAX. WIDTH - COMMERCIAL
24' MIN. WIDTH - RESIDENTIAL
20' MIN. BETWEEN DRIVES
4" MIN. COMPACTED UTBC REQ'D
SUBBASE TO BE A MINIMUM OF 6" OF A-1
GRADATED MATERIAL. REMOVAL OF
EXISTING MATERIAL AS DETERMINED BY CITY
ENGINEER.
NOTES:
1. DRIVEWAY WIDTHS VARY AND MAYBE ADJUSTED WITH THE APPROVAL OF AN
OREM CITY CONSTRUCTION ENGINEER.
COMBINATION DRIVE APPROACH
N.T.S.
6"
1-1/8"
TYPICAL SECTION
DRIVE APPROACH
7"
4"
6'
5"
1"
1'-6"4'
7"
1"
6"
6'
1'-5"2'-1"2'-6"
1-12"6-12"
2"
SUBBASE TO BE A MINIMUM OF 6" OF A-1
GRADATED MATERIAL. REMOVAL OF EXISTING
MATERIAL AS DETERMINED BY CITY ENGINEER.
(TYP)
4" MIN. COMPACTED UTBC REQ'D (TYP.)
6' MONOLITHIC CURB, GUTTER, AND SIDEWALK CROSS SECTIONS
N.T.S.
7'
6"5'
8"
2'-7"3'
7"
1'-6"
4"
6"
6"
1"
8"
6"
7'
1'-5"
1"
8"1"
8"
2"
2"
4" MIN. COMPACTED UTBC REQ'D (TYP.)
SUBBASE TO BE A MINIMUM OF 6" OF A-1
GRADATED MATERIAL. REMOVAL OF EXISTING
MATERIAL AS DETERMINED BY CITY ENGINEER.
(TYP.)
R = 3 4"
R = 3 4"
7' MONOLITHIC CURB, GUTTER, AND SIDEWALK CROSS SECTIONS
N.T.S.
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2'
7"
4"
2"
2"
1'-6"
6"
2"
7"
2"
2'-0"
1'-6"
2"
6"
2"
7"
2'-0"
2"
1'-6"
2"
2'
1'-2"
4"
7"
6"
1"5"
1'-6"
ADA RAMP
TYPICAL SECTION W/ REVERSE
CURB & GUTTER
6"
4" MIN. COMPACTED
UTBC REQ'D (TYP.)
SUBBASE TO BE A MINIMUM OF 6" OF A-1 GRADED MATERIAL.
REMOVAL OF EXISTING MATERIAL AS DETERMINED BY CITY
ENGINEER. (TYP)
2' CURB & GUTTER
N.T.S.
12" MIN.
4"
MIN
W
12" MIN
O. D.
4" MIN
SANDO.D.
O.D.
4"
MIN
O.D.
12" MIN.
-3 4" GRANULAR
-3 4" GRANULAR
(SEE NOTE #6)
SAND
SAND
(SEE NOTE #6) -2" MATERIAL (SEE NOTE #6)
-2" MATERIAL
4"
MIN
W
W
W
12" MIN.
PIPE ZONES
N.T.S.
NOTE:
1. CUT ASPHALT T-PATCH TO WIDTH OF TRENCH, CONSTRUCT PIPELINE & RESTORE SUB-SURFACE. THEN CUT ASPHALT 12" WIDER THAN THE TRENCH ON EACH SIDE. REMOVE ASPHALT & FINISH RESTORATION. IF
TRENCH WALLS COLLAPSE OR WIDEN CUT 12" FROM THAT NEW FINAL WIDTH
BACKFILL IN ROADWAYS OR PARKING AREAS BACKFILL FOR OUTSIDE OF ROADWAYS OR PARKING AREAS
GRADATION
NON-LOAD
NON-LOAD
LOAD
ROADWAY
D
C
B
A
TOP SOIL
REUSE
SPOILS
BACKFILL
UTBC/
SUBBASE
ZONE
TYPE
90%
90%
95%
95%
-6"
-6"
-6"
-3/4"(UTBC)
-3" (SUBBASE)
NOT
SPECIFIED
NOT
SPECIFIED
MAX 12"
MAX 12"
COMPACTION
BACK FILL MATERIAL
LIFT THICKNESS
AASHTO T-180
AASHTO T-180
TEST
ZONE A
ZONE B
ZONE D
ZONE C12"12"
SEE M-4 PIPE ZONES SEE M-4 PIPE ZONES
2. LONGITUDINAL EDGE OF A ROADWAY PATCH SHALL BE CUT TO THE NEAREST SEAM OR ROAD
STRIPING (AND/OR OUT OF THE WHEEL-PATH OF VEHICLES
3. NEW TRENCHES WITHIN 10 FT OF ONE ANOTHER SHALL BE COMBINED INTO A SINGLE PATCH
4. PATCHES EXTENDING MORE THAN 3 4 OF A ROADWAYS WIDTH SHALL BE EXTENDED TO THE FULL
WIDTH OF THE ROAD (GUTTER TO GUTTER). WHEN TRENCHING IS WITHIN 24" OF A CURB AND GUTTER THE REMOVAL OF THE SURFACE LAYERS MUST BE EXTENDED ALL THE WAY TO THE LIP OF GUTTER
SLOPE AS REQUIRED
UTBC AND SUBBASE
WHERE APPLICABLE
AT SPECIFIED THICKNESS
ASPHALT
(MIN. 4" THICK)
SEE NOTE 7
SLOPE AS
REQUIRED
5. PLACE ASPHALT CONCRETE IN LIFTS NO GREATER THAN 3", OR LESS THAN 2"
6. T-PATCH REQUIRED FOR ALL FINAL ASPHALT PAVEMENT RESTORATION
7. ASPHALT THICKNESS WILL MATCH THE EXISTING ASPHALT THICKNESS PLUS 1", WITH A MINIMUM OF
4". IF EXISTING ASPHALT THICKNESS IS 6" OR GREATER, THEN THE ASPHALT PATCH WILL MATCH THE
EXISTING THICKNESS.
8. LIMIT LENGTH OF OPEN TRENCHES TO 200 LINEAL FEET DAY OR NIGHT
TRENCH DETAILS
N.T.S.
CI
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NOTES:
1. ALL WATERLINE PIPE BEDDING SHALL BE SAND, MIN. 12" ABOVE TOP OF
PIPE.
2. SAND IS ACCEPTABLE BEDDING FOR ALL FIBER OPTIC OR COMMUNICATIONS
CONDUITS.
3. FOR CONCRETE PIPE "W" SHALL NOT EXCEED 24" GREATER THAN THE
DIAMETER OF THE PIPE, "W" MUST ALLOW ENOUGH SPACE FOR
COMPACTION EQUIPMENT.
4. SEE TRENCH DETAILS FOR INFORMATION ABOUT BACKFILL.
5. PIPE BEDDING TO BE COMPACTED BY VIBRATING OR CONSOLIDATING TO A
MIN. DENSITY OF 90% OF STANDARD PROCTOR MAX DENSITY (AASHTO-99).
PIPE BEDDING TO MEET PIPE MANUFACTURER'S INSTALLATION
SPECIFICATIONS. THE MORE RESTRICTIVE STANDARD TO BE APPLIED.
6. LIFTS SHALL NOT EXCEED 12" IN THICKNESS.
7. PLASTIC POLYETHYLENE, CORRUGATED STEEL. LARGE DIAMETER
WRAPPED STEEL PIPE, VITRIFIED CLAY OR OTHER TYPES NOT LISTED.DETAIL #3
DELICATE PIPE: PVC,
PLASTIC, OR HDPE
(STORM DRAIN AND SEWER)
DETAIL #1
DUCTILE IRON, WRAPPED
STEEL, PVC, OR HDPE
(WATERLINE)
DETAIL #2
CONCRETE
(STORM DRAIN)
DETAIL #4
STEEL OR PVC
LESS THAN 3" DIA.
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