2-052026 Silver Lake Pkwy Woodhaven Right Turn 100%.pdf
PDF 12 MB Posted
- Solicitation number
- EMC-FY26-17
- Issued by
- Utah County, Enoch City, Utah
About this file
This is a design plan document prepared by Focus Consulting for Eagle Mountain City detailing the construction of right turn lanes at the intersections of Silver Lake Parkway and Woodhaven Boulevard with Pony Express Parkway. The project involves multiple components including asphalt removal and replacement, curb and gutter removal and installation, trail and sidewalk removal and replacement, irrigation relocation, park strip restoration, traffic signal relocation, and pavement striping on Silver Lake Parkway, Woodhaven Boulevard, Pony Express Parkway, and Red River Drive. The design includes removal of 490 linear feet of curb and gutter and 7,825 square feet of landscaping on Silver Lake Parkway, plus removal of 425 linear feet of curb and gutter and 2,125 square feet of landscaping on Woodhaven Boulevard. Additionally, the project requires removal of 3,550 square feet of asphalt trail on Silver Lake Parkway and 1,325 square feet of trail and ADA ramp material on Woodhaven Boulevard, as well as removal of nine trees. The design plans include detailed grading, roadway, removal, and signal layout sheets with specifications for utilities including water, sewer, and storm drain systems.
The project specifications require typical pavement sections consisting of four inches of hot mix asphalt over nine inches of untreated base course and twelve inches of granular borrow, with trail sections utilizing three inches of asphalt over six inches of base course. Traffic signal work includes relocation of signal poles, mast arms, signal heads, pedestrian signals, and detection systems at both intersections, with new wiring and conduit requirements. Construction standards referenced include APWA plans for curb and gutter connections, UDOT standard drawings for signal installations, and MUTCD standards for pavement markings and signs. General notes specify requirements for water main installation with mega-lug fittings and thrust block verification, sewer main and lateral installation with minimum separation requirements, storm drain pipe bedding specifications, and striping removal to UDOT standards without grinding. The design indicates protection of existing utilities in place and includes benchmark elevations referenced to Section 28, Township 5S, Range 1W, Salt Lake Base and Meridian at elevation 4700.37 feet (NAVD 88 datum).
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| File | Type | Posted |
|---|---|---|
| 1-EMC RFP Silverlake Pkwy Woodhaven Blvd Turn Lanes.pdf |
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Text version
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OWNER/DEVELOPER
EAGLE MOUNTAIN CITY
1650 STAGECOACH RUN
EAGLE MOUNTAIN, UTAH 84005
(801) 789-6600
CONTACT: DAVID SALAZAR
ENGINEER & SURVEYOR
FOCUS CONSULTING
6949 S. HIGH TECH DRIVE SUITE 200
MIDVALE, UTAH 84047
(801) 352-0075
CONTACT: JASON WATSON
CONTACTS
SILVER LAKE PKWY & WOODHAVEN BLVD
PREPARED FOR:
EAGLE MOUNTAIN CITY
LOCATED IN:
EAGLE MOUNTAIN CITY
26-8010
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COVER SHEET
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Sheet List Table Sheet Number Sheet Title
C-01 COVER SHEET
C-02 GENERAL NOTES
RM-01 REMOVAL PLAN
RM-02 REMOVAL PLAN
RD-01 ROADWAY & LANDSCAPE
PLAN
RD-02 ROADWAY & LANDSCAPE
PLAN
GR-01 GRADING PLAN
GR-02 GRADING PLAN
SG-01A SIGNAL LAYOUT- SILVER
LAKE
SG-01B SIGNAL LAYOUT -
WOODHAVEN
SG-02A CIRCUIT LAYOUT - SILVER
LAKE
SG-02B CIRCUIT LAYOUT -
WOODHAVEN
SG-S01 SIGNAL LEGEND
SG-S02 CONTRACTOR FURNISHED
SG-S03 SIGNAL SCHEDULE
VICINITY MAP
NTS
PONY EXPRESS PKWY
SILVER LA
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PONY EXPRESS PKWY
SILVER LAKE PKW
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PONY EXPRESS PKWY
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RED RIVER DR
ADD ALT 05/20/26
ONLY
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GENERAL
NOTES
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WATER NOTES
1. VALVES:
A. VALVES MUST BE FLANGED TO TEE'S (FITTINGS).
B. VALVES 12" AND LARGER TO BE BUTTERFLY VALVES.
2. BEDDING: SAND MUST MEET AASHTO (A-3) GRADATION WITH 100% PASSING THE #4 SIEVE.
6" BELOW PIPE ON THE SIDES & 12" ABOVE PIPE (MINIMUM).
3. DEPTH: WATER MAIN & LATERALS MUST MAINTAIN 4' COVER FROM FINISHED GRADE
(MINIMUM), 3' MINIMUM FROM TOP OF PIPE AT TIME OF INSTALLATION. MAX DEPTH 72"
FROM FINISHED GRADE.
4. SERVICES & FITTINGS: SERVICES & FITTINGS TO MAINTAIN 3' MINIMUM SEPARATION
FROM PIPE JOINTS AND OTHER FITTINGS.
5. SETTERS: ALL SETTERS TO BE 21" TALL (MINIMUM), HAVE UNIONS AT THE BASE AND BE
DUAL CHECK MODEL, ALSO 3/4" SETTERS TO HAVE DOUBLE BRACES. SETTERS TO BE AT 18"
TO 22" FROM THE TOP OF SETTER TO TOP OF LID.
6. WATER CAN LID: ALL LIDS TO SAY "EAGLE MOUNTAIN" ON THEM RECESSED IN A HOLE
FOR THE ERT AND TO BE SET AT LEVEL TO 1"ABOVE THE PLANE OF THE CURB &
SIDEWALK.
7. WATER CAN: THE WATER CAN FIR 3/4" & 1" SERVICES WILL NEED TO BE A 36" TALL
MINIMUM AND 21" INSIDE DIAMETER. WATER CAN FOR 1-1/2" TO 2" SERVICE WILL NEED TO
FOLLOW APWA SPECIFICATION.
8. HYDRANTS: HYDRANTS TO BE 5' BURY (MINIMUM).
9. LATERALS: ALL LATERALS NEED TO BE GIS (SHOT IN) AT THE CORP. STOP & SETTER, AND
ALSO VISUAL INSPECTION ON POLY INSERTS BEFORE BACKFILL. WATER LATERALS TO
EXTEND 15' INTO PROPERTY AND BE MARKED WITH A 2X4 PAINTED BLUE. ALL POLY LINES
TO HAVE VISUAL POLY INSERT INSPECTION.
10. TRACER WIRE: RUN TRACER WIRE ALONG MAIN & EXTEND UP SETTERS AND HYDRANTS,
DO NOT RUN UP VALVE BOXES.
11. WATER FITTINGS: ALL WATER FITTINGS TO BE CHECKED FOR THRUST BLOCKS (PRE &
POST) AND GIS (SHOT IN) BEFORE BACKFILL.
12. VERTICAL SEPARATION: WATER MAIN TO MAINTAIN 18" MINIMUM SEPARATION FROM
STORM DRAIN OR OTHER OBSTACLES/UTILITIES.
13. WATER LINE FITTINGS: ALL FITTINGS TO HAVE MEGA LUG FOLLOWERS.
14. WATER MAIN LINE: NO DEFLECTION OR BENDING OF PIPE WILL BE ALLOWED IN THE
WATER LINES AND BEND FITTINGS WILL BE REQUIRED. ALL FITTINGS TO BE MEGA-LUG
FITTINGS.
EAGLE MOUNTAIN GENERAL NOTES
SEWER NOTES
1. PIPE BEDDING: 3/4" GRAVEL REQUIRED 6" BELOW, ON THE SIDES & 12" ABOVE THE PIPE
(MINIMUM).
2. DEPTH: SEWER MAIN/LATERALS TO MAINTAIN 4' COVER (MINIMUM) FROM FINISHED
GRADE, 3' MINIMUM FROM TOP OF PIPE AT TIME OF INSTALLATION.
3. SEPARATION: SEWER MAINS & LATERALS TO MAINTAIN 10' SEPARATION (MINIMUM)
FROM CULINARY WATER MAINS & LATERALS.
4. SEWER Y'S: 3' MINIMUM SEPARATION BETWEEN SEWER Y'S.
5. LATERAL STUBS:
A. STUBS MUST EXTEND 15' PAST PROPERTY AND BE MARKED WITH 2X4 PAINTED GREEN.
B. ALL LATERALS MUST BE GIS (SHOT IN) AT THE Y'S AND STUBS. ALSO, SLOPES (2% MIN. ON
4" PIPE) TO BE CHECKED BEFORE BACKFILL.
6. MANHOLES: MANHOLES TO BE WITHIN 1' OF FINISHED GRADE. 12" OF WHIRLY GIG FORM
(MAX) AND NO FLAT RINGS ALLOWED. 12" OF 3/4" GRAVEL REQUIRED UNDER
MANHOLES/BOXES.
ROAD SECTION NOTES
1. PROOF ROLLS: PROOF ROLL REQUIRED ON ALL SECTIONS OF ROAD: I.E. SUB-GRADE,
SUB-BASE, CURB BASE, AND ROAD BASE. CURB STAKES REQUIRED FOR SUB-GRADE
INSPECTION AND STRING LINE REQUIRED FOR SUB-BASE AND ROAD BASE INSPECTION.
2. UTBC: STATE SPEC. ROAD BASE REQUIRED FOR ALL ROADS, COMMERCIAL BASE
ACCEPTABLE FOR SIDEWALKS & TRAILS.
3. COLLARS: COLLARS TO BE 1' WIDE BY 1' DEEP WITH A 6000 PSI CONCRETE WITH 1.5# FIBER
MESH PER CUBIC YARD (3/4" MONOFILAMENT) REQUIRED FOR ALL STREET COLLARS.
MANHOLE COVERS AND WATER VALVE TOWERS TO BE 1/2" DOWN FROM ASPHALT EDGE
AND CONCRETE TO BE 1/4" TO 3/8" DOWN FROM ASPHALT EDGE.
STORM DRAIN NOTES
1. BEDDING: 3/4" GRAVEL 6" BELOW AND ON SIDES OF PIPE & 12" ABOVE PIPE (MINIMUM).
2. ADS: ALL ADS PIPE TO BE "HP" BRAND.
3. COLLARS: COLLARS TO BE 1'X1' AROUND PIPE, 4000 PSI CONCRETE, INSPECTION IS NEEDED
PRE & POST COLLAR POUR.
4. MANHOLES: MANHOLES TO BE WITHIN 1' OF FINISHED GRADE. 12" OF WHIRLY GIG FORM
(MAX) AND NO FLAT RINGS ALLOWED. 12" OF 3/4" GRAVEL REQUIRED UNDER
MANHOLES/BOXES.
STRIPING NOTES
1. ALL STRIPING REMOVAL WILL BE TO UDOT STANDARDS - NO GRINDING ALLOWED.
05/20/26
ONLY
LEGEND
CURB AND GUTTER TO BE REMOVED
LANDSCAPING TO BE REMOVED
TRAIL AND ADA RAMP TO BE REMOVED
W M sd
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EXIST SOLID WHITE LINE
TO BE REMOVED
EXIST PAVEMENT MESSAGE
TO BE REMOVED (TYP)
EXIST CURB & GUTTER
TO REMAIN
EXIST SIDEWALK
TO REMAIN
EXIST 8' ASPHALT TRAIL
TO BE REMOVED
CONNECT PROP CURB & GUTTER
TO EXIST CURB & GUTTER
PER APWA PLAN 209
JOINT SPACING DETAIL
EXIST DOUBLE YELLOW LINE
TO BE REMOVED
CONTRACTOR TO REMOVE AND SALVAGE EXIST SIGNAL POLE,
MAST ARM, SIGNAL HEADS, AND SIGNAL EQUIPMENT
EXIST TREE
TO BE REMOVED
EXIST TREE
TO BE REMOVED
EXIST TREE
TO BE REMOVED
EXIST TREE
TO BE REMOVED
EXIST TREE
TO BE REMOVED
EXIST TREE
TO BE REMOVED
EXIST TREE
TO BE REMOVED
EXIST CURB & GUTTER
TO BE REMOVED
EXIST CURB & GUTTER
TO REMAIN
EXIST SOLID WHITE LINE
TO BE REMOVED
EXIST SOLID WHITE LINE
TO BE REMOVED
EXIST PAVEMENT MESSAGE
TO BE REMOVED (TYP)
EXIST DASHED LINE TO BE
REMOVED. L= ±420.0 FT
EXIST LANDSCAPING
TO BE REMOVED
EXIST LANDSCAPING
TO BE REMOVED
EXIST LANDSCAPING
TO BE REMOVED
EXIST 8' ASPHALT TRAIL
TO BE REMOVED
EXIST CROSSWALK AND STOP BAR
TO BE REMOVED
EXIST CURB & GUTTER
TO BE REMOVED
EXIST TREE
TO BE REMOVED
EXIST TREE
TO BE REMOVED
END DYL REMOVAL
CONTRACTOR TO REMOVE EXIST
SIGNAL POLE FOUNDATION
RELOCATE EXIST
IRRIGATION TO NEW
PARK STRIP
LOCATION(TYP)
SALVAGE & RELOCATE EXIST SOD
TO NEW PARK STRIP LOCATION
REMOVE AND REPLACE EXIST.
CONCRETE AND ADA RAMP
SAWCUT ASPHALT
SAWCUT ASPHALT
2' FROM CURB
SAWCUT ASPHALT
2' FROM CURB
REMOVE HOODED INLET & REPLACE
W/ HS-20 RATED SOLID LID
BENCHMARK
REFERENCE CORNER TO THE NORTHEAST
CORNER OF SECTION 28 TOWNSHIP 5S,
RANGE 1W SALT LAKE BASE AND MERIDIAN
ELEV: 4700.37
DATUM: NAVD 88
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( IN FEET )
GRAPHIC SCALE
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REMOVAL
PLAN
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PL
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NOTES:
1. PROTECT IN PLACE EXISTING UTILITIES
ITEM UNIT QUANTITY
REMOVE EXISTING CURB AND GUTTER LF ±490
REMOVE EXISTING LANDSCAPING SF ±7825
REMOVE EXISTING TRAIL SF ±3550
TREE REMOVAL EA 9
PO
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X
PR
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PK
W
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SILVER LAKE PKWY
ONLY
LEGEND
CURB AND GUTTER TO BE REMOVED
LANDSCAPING TO BE REMOVED
TRAIL AND ADA RAMP TO BE REMOVED
E
X X
X X
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IR
E
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X X
X X
X X
X X
X X
X X
X
E
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IR
IR
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EXIST CURB & GUTTER
TO BE REMOVED
EXIST SOLID WHITE LINE
TO BE REMOVED
EXIST PAVEMENT MESSAGE
TO BE REMOVED (TYP)
EXIST CURB & GUTTER
TO REMAIN
EXIST SIDEWALK
TO REMAIN
EXIST 8' ASPHALT TRAIL
TO REMAIN
EXIST 8' ASPHALT TRAIL
TO BE REMOVED
EXIST SOLID
WHITE LINE
TO BE REMOVED
EXIST DASHED LINE TO BE
REMOVED. L= ±420.0 FT
EXIST PAVEMENT MARKING TO
REMAIN. (TYP)
EXIST CURB & GUTTER
TO BE REMOVED
EXIST LANDSCAPING
TO BE REMOVED
EXIST LANDSCAPING
TO BE REMOVEDEXIST LIGHT POLE
TO BE RELOCATED
EXIST PEDESTRIAN
CROSSING SIGN
TO BE RELOCATED
EXIST PAVEMENT MESSAGE
TO BE REMOVED
EXIST. ADA RAMP
TO BE REMOVED
EXIST. ADA RAMP
TO BE REMOVED
EXIST. ADA RAMP
TO BE REMOVED
LANDSCAPED AREAS
TO REMAIN
EXIST CROSSWALK AND STOP BAR
TO BE REMOVED
SAWCUT ASPHALT
SAWCUT ASPHALT
REMOVE TO
NEAREST JOINT
SAWCUT ASPHALT
LANDSCAPED AREA
TO REMAIN
REMOVE TO
NEAREST JOINT
BENCHMARK
REFERENCE CORNER TO THE NORTHEAST
CORNER OF SECTION 28 TOWNSHIP 5S,
RANGE 1W SALT LAKE BASE AND MERIDIAN
ELEV: 4700.37
DATUM: NAVD 88
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1"=20'
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1 inch = ft.
( IN FEET )
GRAPHIC SCALE
020 20 40
T:
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REMOVAL
PLAN
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PL
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NOTES:
1. PROTECT IN PLACE EXISTING UTILITIES
PO
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X
PR
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S
PK
W
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WOODHAVEN BLVD
R
ED
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IV
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D
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ITEM UNIT QUANTITY
REMOVE EXISTING CURB AND GUTTER LF ±425
REMOVE EXISTING LANDSCAPING SF ±2125
REMOVE EXISTING TRAIL/ADA SF ±1325
ONLY
TYPICAL PAVEMENT SECTION
4" HMA ASPHALT
CONCRETE PAVEMENT
9" UNTREATED
BASE COURSE
12" GRANULAR
BORROW
NTS
TYPICAL TRAIL SECTION
NTS
2.00%
3" HMA ASPHALT
CONCRETE PAVEMENT
6" UNTREATED
BASE COURSE
8.00
INSTALL BASE COURSE MIN. 6"
BEYOND PAVEMENT EDGE
18" CURB WALL
NTS
6" UNTREATED BASE
COURSE
1.5"
27"
9"
6"
18"
5"
REINFORCEMENT (2) #4 @
16" O.C.
TYPICAL ASPHALT TRAIL
EXPANSION BOARD
UNTREATED BASE COURSE
TO EXTEND 6" BEYOND
BACK OF WALL
6"
REINFORCEMENT (1) #4 @
24" O.C.
W M sd
W W
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S W
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10+00 11+00
12+00
13+00
14+00
15+00
10+50 11+50
12+50
13+50
14+50
PAVEMENT MESSAGE
RIGHT TURN ARROW(TYP.)
PROP. 8'' SOLID WHITE LINE
PROP. 8'' SOLID WHITE LINE
PROP. 8'' DOUBLE YELLOW LINE
PAVEMENT MESSAGE
LEFT TURN ARROW(TYP.)
EXIST CURB & GUTTER
TO REMAIN
EXIST SIDEWALK
TO REMAIN
PROP. 8' ASPHALT TRAIL.
SEE TRAIL CROSS SECTION
PROP. TYPE A CURB & GUTTER
PER APWA PLAN 205.1 2017
PROP. 8'' DOTTED WHITE LINE
PROP. 8'' DOTTED WHITE LINE
CONNECT PROP CURB & GUTTER
TO EXIST CURB & GUTTER
PER APWA PLAN 205.3 & 206
JOINT SPACING DETAIL
CONNECT PROP CURB & GUTTER
TO EXIST CURB & GUTTER
PER APWA PLAN 205.3 & 206
JOINT SPACING DETAIL
TIE INTO EXISTING
ASPHALT TRAIL
MATCH EXISTING DOUBLE YELLOW LINE
PROP. 18" CURB WALL
12.0'
12.0'
12.0'
12.0'
12.0'
REFER TO SG SHEETS FOR
SIGNAL RELOCATION PAVEMENT MESSAGE
RIGHT TURN ARROW(TYP.)
PAVEMENT MESSAGE
LEFT TURN ARROW(TYP.)
EDGE OF ASPHALT SAWCUT
SEE TYPICAL PAVEMENT SECTION
REMOVE AND REPLACE
EXIST. CONCRETE AND
ADA RAMP
END PROP. 18" CURB WALL
RESTORE LANDSCAPING
AND IRRIGATION WITH
EXISTING SOD
BEGIN PROP. 18" CURB WALL
ROW LINE
PROP. 12'' STOP BAR
PROP. 12'' CROSS WALK
BENCHMARK
REFERENCE CORNER TO THE NORTHEAST
CORNER OF SECTION 28 TOWNSHIP 5S,
RANGE 1W SALT LAKE BASE AND MERIDIAN
ELEV: 4700.37
DATUM: NAVD 88
SI
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TYPICAL TRAIL TIE IN
NTS
SAW CUT
TACK COAT
EXISTING TRAIL
SECTION
TYPICAL TRAIL
SECTION
LEGEND
BOUNDARY
CENTERLINE
XX" SANITARY SEWERXX SS
EXIST. SANITARY SEWEREx SS
EXIST. CULINARY WATER
EXIST. CONTOUR MAJOR
EXIST. CONTOUR MINOR
SD MH, INLET, AND COMBO
SEWER MANHOLE
CULINARY VALVE, TEE & BEND
EXIST. FENCE
FIRE HYDRANT
EXIST. SD INLET & MH
EXIST. SEWER MH
EXIST. VALVE, TEE, & BEND
EXIST. FIRE HYDRANT
ROW
LOT LINE
EASEMENT
Ex W
X X X
EXIST. STORM DRAINEx SD
WATER BLOW-OFF
(XXXX)
(XXXX)
CONTOUR MAJOR
CONTOUR MINOR
XXXX
XXXX
STREET MONUMENT (TO BE SET)
XX" STORM DRAINXX SD
STREET LIGHT
XX" CULINARY WATERXX W
XX" PRESSURE IRRIGATIONXX PI
SIGN
SPOT ELEVATIONo XXXX.XX
EXIST. STREET MONUMENT
SD
SS
S
SECONDARY VALVE, TEE & BEND
sd
SECONDARY METER, WATER METER
SW WM
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1"=20'
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1 inch = ft.
( IN FEET )
GRAPHIC SCALE
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ROADWAY &
LANDSCAPE
PLAN
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R O
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W A
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NOTES:
1. PROTECT IN PLACE EXISTING UTILITIES
PO
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PR
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ONLY
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X X
X X
E
E E
IR
E
E
X X
X X
X X
X X
X X
X X
X X
X
E
E
E IR IR
IR
IR
EIR
W M
IR
10+00
11+00
12+00
13+00
14+00 14+74
10+50
11+50
12+50
13+50 14+50
PROP. 8'' SOLID
WHITE LINE
EXIST CURB & GUTTER
TO REMAIN
EXIST. 8' ASPHALT TRAIL
PROP TYPE E CURB & GUTTER
PER APWA PLAN 205.2 2017
PROP. 8'' DOTTED WHITE LINE CONNECT PROP CURB & GUTTER
TO EXIST CURB & GUTTER
PER APWA PLAN 205.3 & 206
JOINT SPACING DETAIL
PROP. 8'' SOLID WHITE LINE
PROP TYPE E CURB & GUTTER
PER APWA PLAN 205.2 2017
PAVEMENT MESSAGE
RIGHT TURN ARROW(TYP.)
EXIST. 8' ASPHALT TRAIL
PROP. 12'' STOP BAR
PROP. 12'' CROSS WALK
PROP. 12'' STOP BAR
SAWCUT AND TIE INTO EXIST. 8' ASPHALT TRAIL
INSTALL DO NOT BLOCK
INTERSECTION SIGN PER
MUTCD STANDARD R10-7
12.0'
12.0'
12.0'
.0
.0
.0
PROP. 8'' DOTTED WHITE LINE
PROP. 12"
CROSS WALK
RELOCATE EXISTING STOP
SIGN TO NEW LOCATION
REPLACE EXISTING
SIDEWALK AND ADA
RAMP
REPLACE EXISTING
SIDEWALK AND ADA
RAMP
EXIST. 8' ASPHALT TRAIL
SAWCUT AND TIE INTO EXIST. 8' ASPHALT TRAIL
REPLACE EXISTING
SIDEWALK AND ADA
RAMP
RELOCATE EXIST. PEDESTRIAN
SIGNAL. SEE SG SHEETS
PROP. 8"
SOLID WHITE LINE
PROP. 4'' SOLID WHITE LINE
SAWCUT EXIST.
ASPHALT TRAIL
ADA RAMP
BY OTHERS
CONNECT PROP CURB & GUTTER
TO EXIST CURB & GUTTER
PER APWA PLAN 205.3 & 206
JOINT SPACING DETAIL
PROP. PAVEMENT
MARKINGS PER MUTCD
STANDARD. FIGURE 3B-18,
OPTION B
PAVEMENT MESSAGE
THRU/RIGHT TURN ARROW(TYP.)
PAVEMENT MESSAGE
LEFT TURN ARROW(TYP.)
PROP. 8' ASPHALT TRAIL
SEE TRAIL CROSS SECTION
PROTECT EXIST LANDSCAPE
CAP AND RELOCATE EXIST
IRRIGATION TO NEW
CURBLINE(TYP)
INSTALL RIGHT TURN MUST
TURN RIGHT SIGN PER
MUTCD STANDARD R3-7
PROP. 8' ASPHALT TRAIL
SEE TRAIL CROSS SECTION
PROP. 8'' DOTTED WHITE LINE
CONNECT PROP CURB & GUTTER
TO EXIST CURB & GUTTER
PER APWA PLAN 205.3 & 206
JOINT SPACING DETAIL
CONNECT PROP CURB & GUTTER
TO EXIST CURB & GUTTER
PER APWA PLAN 205.3 & 206
JOINT SPACING DETAIL
BENCHMARK
REFERENCE CORNER TO THE NORTHEAST
CORNER OF SECTION 28 TOWNSHIP 5S,
RANGE 1W SALT LAKE BASE AND MERIDIAN
ELEV: 4700.37
DATUM: NAVD 88
W O
O D
H A
V
EN
B
LV
D A
D D
A
LT
TYPICAL PAVEMENT SECTION
4" HMA ASPHALT
CONCRETE PAVEMENT
9" UNTREATED
BASE COURSE
12" GRANULAR
BORROW
NTS
TYPICAL TRAIL SECTION
NTS
2.00%
3" HMA ASPHALT
CONCRETE PAVEMENT
6" UNTREATED
BASE COURSE
8.00
INSTALL BASE COURSE MIN. 6"
BEYOND PAVEMENT EDGE
TYPICAL TRAIL TIE IN
NTS
SAW CUT
TACK COAT
EXISTING TRAIL
SECTION
TYPICAL TRAIL
SECTION
LEGEND
BOUNDARY
CENTERLINE
XX" SANITARY SEWERXX SS
EXIST. SANITARY SEWEREx SS
EXIST. CULINARY WATER
EXIST. CONTOUR MAJOR
EXIST. CONTOUR MINOR
SD MH, INLET, AND COMBO
SEWER MANHOLE
CULINARY VALVE, TEE & BEND
EXIST. FENCE
FIRE HYDRANT
EXIST. SD INLET & MH
EXIST. SEWER MH
EXIST. VALVE, TEE, & BEND
EXIST. FIRE HYDRANT
ROW
LOT LINE
EASEMENT
Ex W
X X X
EXIST. STORM DRAINEx SD
WATER BLOW-OFF
(XXXX)
(XXXX)
CONTOUR MAJOR
CONTOUR MINOR
XXXX
XXXX
STREET MONUMENT (TO BE SET)
XX" STORM DRAINXX SD
STREET LIGHT
XX" CULINARY WATERXX W
XX" PRESSURE IRRIGATIONXX PI
SIGN
SPOT ELEVATIONo XXXX.XX
EXIST. STREET MONUMENT
SD
SS
S
SECONDARY VALVE, TEE & BEND
sd
SECONDARY METER, WATER METER
SW WM
Sheet:
Job #:
Drawn:Scale:
Date:
D
A
TE
D
ES
C R
IP
TI
O N
R
EV
IS
IO
N B
LO
C
K
65431 2
FO
C
U Sã
C O
N
SU
LT
IN
G
S
. H
IG
H T
EC
H
D R
IV
E
SU
IT
E
M
ID
V
A
LE
, U
TA
H
P H
1)
-0 w w w .fo cu s-es .c om
26-8010
WE
05/20/2026
1"=20'
RD-02
1 inch = ft.
( IN FEET )
GRAPHIC SCALE
020 20 40
T:
\2 6-
S ilv er L ak e
Pk w y
W oo d ha ve n
Bl vd
\d es ig n
-8
0\ d w g\ sh ee ts
\R D
-0
Ro ad w ay
.d w g
ROADWAY &
LANDSCAPE
PLAN
EA
G
LE
M
O U
N
TA
IN
C
IT
Y
R O
A D
W A
Y
L A
N D
SC
A
PE
P
LA
N
NOTES:
1. PROTECT IN PLACE EXISTING UTILITIES
PO
N
Y E
X
PR
E
SS
P K
W Y
WOODHAVEN BLVD
DO NOT
BLOCK
INTERSECTION
ONLY
4761.8
4762.5
4765.8
4772.4
4777.9
4780.6
4778.7
(4752)
(4753)
(4754)
(4755)
(4756)
(4757)
(4758)
(4759)
(4760)
(4761)
(4762)
(4763)
(4764)
(4
9)
(4769)
(4770)
(4770)
(4771)
(4771)
(4772)
(4772)
(4773)
(4773)
(4774) (4775) (4776) (4777) (4778)
(4
7)
(4
7)
(4
8)
(4
9) (4
0)
(4
1)
(4
2)
(4
3)
(4
4)
(4
5)
(4
6)
(4772)
(4773)
(4774) (4775)
(4776) (4777)
(4778) (4779)
(4780)
(4781)
(4782)
W M sd
W W
M
S
S W
E
EEC
E sd
E
E C
E sd
E
E E sd
10+00 11+00
12+00
13+00
14+00
15+00
10+50 11+50
12+50
13+50
14+50
3.
% 2.
2.
2.
2.
2.
2.
2.
2.
2.
2.
%5.03%
4. 45%
5.59%
6.15%
5.63%
4.88%
4781.39
EOA
4779.85
EOA
4778.74
EOA
4777.34
EOA
4775.71
EOA
4772.16
EOA
4767.84
EOA
4764.85
EOA4762.53
EOA
4760.86
EOA
4773.95
EOA
4770.26
EOA
4766.33
EOA
4763.50
EOA
4780.05
TBC
4778.87
TBC
4777.42
TBC
4775.75
TBC
4773.98
TBC
4772.20
TBC
4770.30
TBC
4767.88
TBC
4766.37
TBC
4764.91
TBC4763.96
TBC4762.65
TBC
4761.63
TBC
4760.65
TBC
4778.39
FG WALL
END
4775.08
FG WALL
4773.30
FG WALL
4771.72
FG WALL
4769.57
FG WALL
4768.22
FG WALL
4766.81
FG WALL4765.71
FG WALL4764.25
FG WALL
4762.61
FG WALL
4761.07
FG WALL
4760.67
BOW
4761.97
BOW
4762.93
BOW
4764.23
BOW
4765.19
BOW
4766.80
BOW
4768.44
BOW
4770.58
BOW
4772.40
BOW
4774.15
BOW
4776.03
BOW
4777.70
BOW
4779.15
BOW
4781.88
BOW
5.54%
4760.34
SW
4759.52
SW
4759.26
SW
4759.15
SW
4760.24
TBC
4759.30
TBC
4759.20
TBC
4759.44
TBC
4758.06
TBC
4.88%
5.76%
6.35%
5.10%
4.38%
4.05%4.61%2.88%
5.75%
1.85 %
4.4 6%
6.
2.0 0%
0.51%
1.
4.37%
4.
4757.81
EOA
4776.92
FG WALL4775.92
FG WALL
MATCH EXIST. C&G.
MATCH EXIST. C&G.
MATCH EXIST. TRAIL
EXIST. COMBO BOX #101
TBC=4762.12
INV. IN=4757.95 (E)
REMOVE HOODED INLET
& REPLACE W/ HS-20 RATED
SOLID LID
15" ADS HP STORM
L=10.08' S=0.50%
TBC INLET #101
TBC=4762.06
INV. OUT=4758.00 (W)
PER EMC STD
DRAWING 20
BENCHMARK
REFERENCE CORNER TO THE NORTHEAST
CORNER OF SECTION 28 TOWNSHIP 5S,
RANGE 1W SALT LAKE BASE AND MERIDIAN
ELEV: 4700.37
DATUM: NAVD 88
SI
LV
ER
L
A K
E
PK
W Y
LEGEND
BOUNDARY
CENTERLINE
XX" SANITARY SEWERXX SS
EXIST. SANITARY SEWEREx SS
EXIST. CULINARY WATER
EXIST. CONTOUR MAJOR
EXIST. CONTOUR MINOR
SD MH, INLET, AND COMBO
SEWER MANHOLE
CULINARY VALVE, TEE & BEND
EXIST. FENCE
FIRE HYDRANT
EXIST. SD INLET & MH
EXIST. SEWER MH
EXIST. VALVE, TEE, & BEND
EXIST. FIRE HYDRANT
ROW
LOT LINE
EASEMENT
Ex W
X X X
EXIST. STORM DRAINEx SD
WATER BLOW-OFF
(XXXX)
(XXXX)
CONTOUR MAJOR
CONTOUR MINOR
XXXX
XXXX
STREET MONUMENT (TO BE SET)
XX" STORM DRAINXX SD
STREET LIGHT
XX" CULINARY WATERXX W
XX" PRESSURE IRRIGATIONXX PI
SIGN
SPOT ELEVATIONo XXXX.XX
EXIST. STREET MONUMENT
SD
SS
S
SECONDARY VALVE, TEE & BEND
sd
SECONDARY METER, WATER METER
SW WM
Sheet:
Job #:
Drawn:Scale:
Date:
D
A
TE
D
ES
C R
IP
TI
O N
R
EV
IS
IO
N B
LO
C
K
65431 2
FO
C
U Sã
C O
N
SU
LT
IN
G
S
. H
IG
H T
EC
H
D R
IV
E
SU
IT
E
M
ID
V
A
LE
, U
TA
H
P H
1)
-0 w w w .fo cu s-es .c om
26-8010
WE
05/20/2026
1"=20'
GR-01
1 inch = ft.
( IN FEET )
GRAPHIC SCALE
020 20 40
T:
\2 6-
S ilv er L ak e
Pk w y
W oo d ha ve n
Bl vd
\d es ig n
-8
0\ d w g\ sh ee ts
\G R-
G ra d in g.
d w g
GRADING
PLAN
EA
G
LE
M
O U
N
TA
IN
C
IT
Y
G R
A D
IN
G
P
LA
N
NOTES:
1. PROTECT IN PLACE EXISTING UTILITIES 05/20/26
ONLY
E
X X
X X
X X
E
E E
IR
E
E
X X
X X
X X
X X
X X
X X
X X
X
E
E
E IR IR
IR
IR
EIR
W M
IR
10+00
11+00
12+00
13+00
14+00 14+74
10+50
11+50
12+50
13+50 14+50
4.
0.
2.
2.
4.65%
5.19%
0 .32 %
4721.19
TBC
4722.83
TBC
4724.48
TBC
4725.95
TBC
4727.00
TBC
4728.20
TBC
4727.64
TBC
.9
TB
C
4727.45
TBC
.1
TB
C47
.4
TB
C
4729.32
TBC
4729.24
TBC
4728.94
TBC
4728.11
TBC
4727.62
TBC
4727.64
TBC
4728.14
TBC
9 .65 %
10.00 %
5.
.7
TB
C47
.7
TB
C
4734.30
TBC
4734.32
TBC
4734.74
TBC
.5
TB
C
3.49%7.81% 1.6
5%
9.
7.
2.00%
2.00%4729.49
SW
4729.41
SW
4728.44
SW
4727.80
SW 4727.73
SW
4728.35
SW
0.
1.
0.
1.
4733.28
TBC
4720.94
EOA
4722.29
EOA
4723.81
EOA
4725.79
EOA
4726.83
EOA
4727.90
EOA
4727.32
EOA
4728.01
EOA
4728.01
EOA
4731.16
EOA
4732.12
EOA
4733.51
EOA
4734.51
EOA
4733.14
EOA
4734.29
EOA
4729.26
EOA
4727.56
EOA
4727.22
BOW2.00% 4728.35
BOW
4727.72
BOW
4726.74
EOA
4726.57
EOA
4734.50
EOA
4.28%
4734.89
SW
4734.79
SW
(4
4)
(4
5)
(4
6)
(4
7)
(4
8)
(4
9)
(4
0)
(4
1)
(4
2)
(4
3)
(4
4)
(4
5)
(4
6)
(4
7)
(4
8)
(4729)
(4730)(4
1)
(4
2)
(4
3)
(4
4)
(4
5)
(4736)
(4737)
(4726)
(4727)
(4728)
MATCH EXIST. TRAIL
MATCH EXIST. C&G
MATCH EXIST. C&G
MATCH EXIST. TRAIL
MATCH EXIST. SIDEWALK
MATCH EXIST. SIDEWALK
MATCH EXIST. C&G
MATCH EXIST. C&G
BENCHMARK
REFERENCE CORNER TO THE NORTHEAST
CORNER OF SECTION 28 TOWNSHIP 5S,
RANGE 1W SALT LAKE BASE AND MERIDIAN
ELEV: 4700.37
DATUM: NAVD 88
W O
O D
H A
V
EN
B
LV
D A
D D
A
LT
LEGEND
BOUNDARY
CENTERLINE
XX" SANITARY SEWERXX SS
EXIST. SANITARY SEWEREx SS
EXIST. CULINARY WATER
EXIST. CONTOUR MAJOR
EXIST. CONTOUR MINOR
SD MH, INLET, AND COMBO
SEWER MANHOLE
CULINARY VALVE, TEE & BEND
EXIST. FENCE
FIRE HYDRANT
EXIST. SD INLET & MH
EXIST. SEWER MH
EXIST. VALVE, TEE, & BEND
EXIST. FIRE HYDRANT
ROW
LOT LINE
EASEMENT
Ex W
X X X
EXIST. STORM DRAINEx SD
WATER BLOW-OFF
(XXXX)
(XXXX)
CONTOUR MAJOR
CONTOUR MINOR
XXXX
XXXX
STREET MONUMENT (TO BE SET)
XX" STORM DRAINXX SD
STREET LIGHT
XX" CULINARY WATERXX W
XX" PRESSURE IRRIGATIONXX PI
SIGN
SPOT ELEVATIONo XXXX.XX
EXIST. STREET MONUMENT
SD
SS
S
SECONDARY VALVE, TEE & BEND
sd
SECONDARY METER, WATER METER
SW WM
Sheet:
Job #:
Drawn:Scale:
Date:
D
A
TE
D
ES
C R
IP
TI
O N
R
EV
IS
IO
N B
LO
C
K
65431 2
FO
C
U Sã
C O
N
SU
LT
IN
G
S
. H
IG
H T
EC
H
D R
IV
E
SU
IT
E
M
ID
V
A
LE
, U
TA
H
P H
1)
-0 w w w .fo cu s-es .c om
26-8010
WE
05/20/2026
1"=20'
GR-02
1 inch = ft.
( IN FEET )
GRAPHIC SCALE
020 20 40
T:
\2 6-
S ilv er L ak e
Pk w y
W oo d ha ve n
Bl vd
\d es ig n
-8
0\ d w g\ sh ee ts
\G R-
G ra d in g.
d w g
GRADING
PLAN
EA
G
LE
M
O U
N
TA
IN
C
IT
Y
G R
A D
IN
G
P
LA
N
NOTES:
1. PROTECT IN PLACE EXISTING UTILITIES 05/20/26
WM
sd sd
E
EC
E sd
E
E E sd
+0
+0
+5
+5 ps
LTG LTG LTG LTG
SIG SIG SIG SIG
FUT FUT FUT FUT
RAD RAD RAD RAD
PSH PSH PSH PSH
PED PED PED PED
LT
G
LT
G
LT
G
LT
G
LT
G
SI
G
SI
G
SI
G
SI
G
SI
G
FU
T
FU
T
FU
T
FU
T
FU
T
RA
D
RA
D
RA
D
RA
D
RA
D
PE
D
PE
D
PE
D
PE
D
PE
D
PS
H
PS
H
PS
H
PS
H
PS
H
SI
LV
ER
L
A K
E
PK
W Y
Sheet:
Job #:
Drawn:Scale:
Date:
D
A
TE
D
ES
C R
IP
TI
O N
R
EV
IS
IO
N B
LO
C
K
65431 2
FO
C
U Sã
C O
N
SU
LT
IN
G
S
. H
IG
H T
EC
H
D R
IV
E
SU
IT
E
M
ID
V
A
LE
, U
TA
H
P H
1)
-0 w w w .fo cu s-es .c om
1"=20'
T:
\2 6-
S ilv er L ak e
Pk w y
W oo d ha ve n
Bl vd
\d es ig n
-8
0\ d w g\ sh ee ts
\S G
-0 1A
SI
G N
A L
LA
YO
UT
SI
LV
ER
L
A
KE
.d w g
SIGNAL LAYOUT-
SILVER LAKE
SI
G
N A
L
LA
Y O
U T-
S
IL
V
ER
L A
K E
SG-01A1 inch = ft.
( IN FEET )
GRAPHIC SCALE
020 20 40
PONY EXPRESS PKWY
SIL
V
E R
L A
K E
PK
W
Y
EA
G
LE
M
O U
N
TA
IN
C
IT
Y
PR
EL
IM
IN
A R
Y N
O T
FO
R
C O
N
ST
R U
C
TI
O N
05/20/2026 26-8010
WE
NOTES: (CIRCLED NOTE IDENTIFY ITEMS ON THIS SHEET)
1 SEE SHEET SG-S01 FOR LEGEND
2 ENSURE A MINIMUM CLEARANCE OF 18.5 FT AND MAXIMUM OF 19.5 FT FROM THE BOTTOM OF THE
SIGNAL HEAD BACKPLATES AND BRACKETS TO THE HIGHEST POINT OF THE ROADWAY SURFACE.
3 POUR TOP OF SIGNAL POLE FOUNDATIONS FLUSH WITH FINISHED GRADE OR AT ROADWAY CROWN
ELEVATION OVER WHICH THE MAST ARM WILL HANG, WHICHEVER IS HIGHER.
4 UTILITIES ARE TO BE BLUESTAKED BEFORE WORK BEGINS. VERIFY LOCATIONS IN FIELD AND PROTECT EXISTING UTILITIES IN PLACE. ADJUST PLACEMENT OF SIGNAL EQUIPMENT ACCORDINGLY. CONTACT
EAGLE MOUNTAIN CITY BEFORE DRILLING SIGNAL POLE FOUNDATIONS.
5 EXISTING TRAFFIC SIGNAL CABINET AND CONTROLLER TO REMAIN
6 EXISTING METER SERVICE PEDESTAL TO REMAIN
7 EXISTING POWER SOURCE AND SERVICE PEDESTAL TO REMAIN
8 EXISTING TRAFFIC SIGNAL MAST ARM, POLE AND FOUNDATION TO REMAIN. SEE POLE SCHEDULE ON
THIS SHEET.
9 EXISTING SIGNAL HEADS AND OTHER SIGNAL EQUIPMENT MOUNTED ON MAST ARM TO REMAIN.
ENSURE SIGNAL HEADS ARE CENTERED OVER TRAVEL LANE UNLESS OTHERWISE NOTED.
10 EXISTING PEDESTRIAN HEADS AND PUSH BUTTONS TO REMAIN
11 RELOCATE TRAFFIC SIGNAL MAST ARM FOUNDATION AND POLE. PER UDOT STD DWG SL 2. INSTALL
MAST ARM PERPENDICULAR TO ROADWAY, SEE POLE SCHEDULE ON THIS SHEET.
12 RELOCATE SIGNAL HEADS, BACKPLATES, AND BRACKETS. REFER TO SG-S02. CENTER SIGNAL HEADS
OVER TRAVEL LANE UNLESS OTHERWISE NOTED.
13 RELOCATE PEDESTRIAN PUSH BUTTONS PER UDOT STD DWG SL 16.
14 RELOCATE LED PED HEADS WITH COUNT DOWN PER UDOT STD DWG SL 16.
15 RELOCATE VIBRATION MITIGATOR.
16 RELOCATE LED LUMINAIRE.
17 RELOCATE EXISTING STREET NAME SIGN ON NEW MAST ARM FROM POLE P4.
18 RELOCATED EXISTING STOP BAR RADAR DETECTION SYSTEM TO NEW MAST ARM. MOUNT STOP BAR RADAR DETECTION SYSTEM ON THE UNDERSIDE OF THE MAST ARM. RADAR DETECTION MOUNTING
SHOULD BE A MINIMUM OF 20 FT FROM THE CENTER DOUBLE YELLOW STRIPE.
19 RELOCATE EXISTING ADVANCE DILEMMA ZONE RADAR DETECTION SYSTEM TO NEW MAST.
20 CONTRACTOR TO RUN NEW WIRING THROUGH EXISTING 3 INCH CONDUIT FROM JUNCTION BOX TO
EXIST SIGNAL CABINET, CONTRACTOR TO FIELD VERIFY CONDUIT AND REMOVE OLD WIRING
21 CONTRACTOR TO REMOVE AND SALVAGE EXISTING SIGNAL POLE, MAST ARM, SIGNAL HEADS AND
SIGNAL EQUIPMENT MOUNTED ON P4 TO BE USED ON P3.
22 CONTRACTOR TO REMOVE EXISTING SIGNAL POLE FOUNDATION.
9 9
12 13 14 15 16 17
P1
P4
P3 P5
P2
E
XX
X X
X X
E
EE
IR
E
E
E
IR
+0
+0
+5
+5 ps
W O
O D
H A
V
EN
B
LV
D A
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SIGNAL LAYOUT -
WOODHAVEN
SI
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N A
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LA
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- W O
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H A
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SG-01B1 inch = ft.
( IN FEET )
GRAPHIC SCALE
020 20 40
PONY EXPRESS PKWY
W O
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H A
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N B
L V
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NOTES: (CIRCLED NOTE IDENTIFY ITEMS ON THIS SHEET)
1 SEE SHEET SG-S01 FOR LEGEND
2 ENSURE A MINIMUM CLEARANCE OF 18.5 FT AND MAXIMUM OF 19.5 FT FROM THE BOTTOM OF THE
SIGNAL HEAD BACKPLATES AND BRACKETS TO THE HIGHEST POINT OF THE ROADWAY SURFACE.
3 POUR TOP OF SIGNAL POLE FOUNDATIONS FLUSH WITH FINISHED GRADE OR AT ROADWAY CROWN
ELEVATION OVER WHICH THE MAST ARM WILL HANG, WHICHEVER IS HIGHER.
4 UTILITIES ARE TO BE BLUESTAKED BEFORE WORK BEGINS. VERIFY LOCATIONS IN FIELD AND PROTECT EXISTING UTILITIES IN PLACE. ADJUST PLACEMENT OF SIGNAL EQUIPMENT ACCORDINGLY. CONTACT
EAGLE MOUNTAIN CITY BEFORE DRILLING SIGNAL POLE FOUNDATIONS.
5 EXISTING TRAFFIC SIGNAL CABINET AND CONTROLLER TO REMAIN
6 EXISTING METER SERVICE PEDESTAL TO REMAIN
7 EXISTING POWER SOURCE AND SERVICE PEDESTAL TO REMAIN
8 EXISTING TRAFFIC SIGNAL MAST ARM, POLE AND FOUNDATION TO REMAIN. SEE POLE SCHEDULE ON
THIS SHEET.
9 EXISTING SIGNAL HEADS AND OTHER SIGNAL EQUIPMENT MOUNTED ON MAST ARM TO REMAIN.
ENSURE SIGNAL HEADS ARE CENTERED OVER TRAVEL LANE UNLESS OTHERWISE NOTED.
10 EXISTING PEDESTRIAN HEADS AND PUSH BUTTONS TO REMAIN
11 NOT USED.
12 INSTALL TRAFFIC SIGNAL POLE FOUNDATION PER UDOT STD DWG SL 3. RELOCATE 11 FT TRAFFIC
SIGNAL POLE.
13 INSTALL PEDESTRIAN PUSH BUTTONS PER UDOT STD DWG SL 16.
14 INSTALL LED PED HEADS WITH COUNT DOWN PER UDOT STD DWG SL 16.
15 RELOCATE EXISTING RIGHT TURN ONLY SIGN (MUTCD R3-5R) FROM MAST ARM ON P2 TO P3. MOUNT
UNDERNEATH EXISTING SIGNAL HEAD.
16 CONTRACTOR TO RUN NEW WIRING THROUGH EXISTING 3 INCH CONDUIT FROM JUNCTION BOX TO EXIST SIGNAL CABINET, CONTRACTOR TO FIELD VERIFY CONDUIT AND REMOVE OLD WIRING. REFER
TO SHEET SG-02B.
17 CONTRACTOR TO REMOVE AND SALVAGE EXISTING SIGNAL POLE FOUNDATION. REMOVE AND
RELOCATE EXISTING PEDESTRIAN POLE AND PEDESTRIAN SIGNAL HEADS.
18 INSTALL THROUGH AND RIGHT SIGN (MUTCD R3-6R) TO MAST ARM TO REPLACE THE RELOCATED
EXISTING RIGHT TURN ONLY SIGN.
5 6
9 10
P1
P4
P3
P5
P2
P7
P8
8 9 10
P6
SIG SIG SIG SIG
SI
G
SI
G
SI
G
SI
G
SI
G
LTG LTG LTG LTG
LT
G
LT
G
LT
G
LT
G
LT
G
PSH PSH PSH PSH
PED PED PED PED
PE
D
PE
D
PE
D
PE
D
PE
D
PS
H
PS
H
PS
H
PS
H
PS
H
RAD RAD RAD RAD
RA
D
RA
D
RA
D
RA
D
RA
D
SI
LV
ER
L
A K
E
PK
W Y
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CIRCUIT LAYOUT -
SILVER LAKE
SG-02A
SIGNAL CIRCUIT
7-CONDUCTOR NO. 14 AWG, STRANDED
CABLE, IMSA 20-1 WITH NO. 6 AWG BARE
COPPER GROUND WIRE IN 2-INCH CONDUIT
LIGHTING CIRCUIT
2 SINGLE CONDUCTOR CABLE TYPE
RHH-USE2-RHW2 WIRES WITH NO. 6 AWG BARE
COPPER GROUND WIRE IN 2-INCH CONDUIT
PR
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STOP BAR RADAR DETECTION CIRCUIT
CONTRACTOR FURNISHED SMART SENSOR
MATRIX CABLE IN 2-INCH CONDUIT
ADVANCED RADAR DETECTION CIRCUIT
CONTRACTOR FURNISHED SMART SENSOR
ADVANCED CABLE IN SAME CONDUIT AS
STOP BAR RADAR DETECTION CIRCUIT
EA
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C
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P2 P1
SIL
V
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L A
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PK
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P4
PONY EXPRESS PKWY
1 CABLE
ALL EXISTING CABLES
TO REMAIN
1 MATRIX
1 inch = ft.
( IN FEET )
GRAPHIC SCALE
020 20 40
P3P5
PEDESTRIAN SIGNAL CIRCUIT
7-CONDUCTOR NO. 14 AWG,
STRANDED CABLE, IMSA 20-1 SAME
CONDUIT AS SIGNAL CIRCUIT
PUSH BUTTON CIRCUIT
4-CONDUCTOR NO. 14 AWG,
STRANDED CABLE, IMSA 20-1
IN 2-INCH CONDUIT
05/20/2026 26-8010
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P2 P1
1 CABLE
SIL
V
E R
L A
K E
PK
W
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P4
PONY EXPRESS PKWY
1 CABLE
ALL EXISTING CABLES
TO REMAIN
P3P5
P2 P1
SIL
V
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L A
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PK
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P4
PONY EXPRESS PKWY
ALL EXISTING CABLES
TO REMAIN
P3P5
P2 P1
SIL
V
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L A
K E
PK
W
Y
P4
PONY EXPRESS PKWY
ALL EXISTING CABLES
TO REMAIN
P3P5
2 CABLES
2 CABLES
2 CABLES
1 CABLE
1 CABLE
1 CABLE
1 MATRIX
1 MATRIX
1 CABLE
1 CABLE
1 CABLE
1 CABLE
1 CABLE
1 CABLE
X
X
IR
+0
+0
+5 ps
W O
O D
H A
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EN
B
LV
D A
D D
A
LT
X
X
IR
+0
+0
+5 ps
X
X
IR
+0
+0
+5 ps
X
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+0
+0
+5 ps
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CIRCUIT LAYOUT -
WOODHAVEN
SG-02B
SIGNAL CIRCUIT
7-CONDUCTOR NO. 14 AWG, STRANDED
CABLE, IMSA 20-1 WITH NO. 6 AWG BARE
COPPER GROUND WIRE IN 2-INCH CONDUIT
LIGHTING CIRCUIT
2 SINGLE CONDUCTOR CABLE TYPE
RHH-USE2-RHW2 WIRES WITH NO. 6 AWG BARE
COPPER GROUND WIRE IN 2-INCH CONDUIT
PR
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A R
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FO
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STOP BAR RADAR DETECTION CIRCUIT
CONTRACTOR FURNISHED SMART SENSOR
MATRIX CABLE IN 2-INCH CONDUIT
ADVANCED RADAR DETECTION CIRCUIT
CONTRACTOR FURNISHED SMART SENSOR
ADVANCED CABLE IN SAME CONDUIT AS
STOP BAR RADAR DETECTION CIRCUIT
EA
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TA
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C
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P2
P1
W O
O D
H A
V E
N B
L V
D P4
PONY EXPRESS PKWY
ALL EXISTING CABLES
TO REMAIN
1 inch = ft.
( IN FEET )
GRAPHIC SCALE
020 20 40
P3
P5
PEDESTRIAN SIGNAL CIRCUIT
7-CONDUCTOR NO. 14 AWG,
STRANDED CABLE, IMSA 20-1 SAME
CONDUIT AS SIGNAL CIRCUIT
PUSH BUTTON CIRCUIT
4-CONDUCTOR NO. 14 AWG,
STRANDED CABLE, IMSA 20-1
IN 2-INCH CONDUIT
05/20/2026 26-8010
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2 CABLES
1 CABLE
P6
P7
P8
P2
P1
W O
O D
H A
V E
N B
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D P4
PONY EXPRESS PKWY
ALL EXISTING CABLES
TO REMAIN
P3
P5
2 CABLES P6
P7
P8
P2
P1
W O
O D
H A
V E
N B
L V
D P4
PONY EXPRESS PKWY
ALL EXISTING CABLES
TO REMAIN
P3
P5
2 CABLES P6
P7
P8
P2
P1
W O
O D
H A
V E
N B
L V
D P4
PONY EXPRESS PKWY
ALL EXISTING CABLES
TO REMAIN
P3
P5
2 CABLES P6
P7
P8
1 CABLE
FO
R
RE
VIE
W
ON
LY
SI
LV
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A K
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PK
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W
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D H
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B
LV
D
PS
III-PCIII-pc
P1
POWER SOURCE CIRCUIT CONDUIT
SIGNAL CIRCUIT CONDUIT
PEDESTRIAN SIGNAL CIRCUIT CONDUIT
PEDESTRIAN PUSH BUTTON CIRCUIT CONDUIT
RADAR DETECTION CIRCUIT CONDUIT
LIGHTING CIRCUIT CONDUIT
PRE-EMPTION CONDUIT
FUTURE USE CONDUIT
SIGNAL POLE IDENTIFICATION
DUAL MAST ARM SIGNAL POLE
MAST ARM SIGNAL POLE
SIGNAL POLE LUMINAIRE EXTENSION WITH ARM
SIGNAL POLE LUMINAIRE EXTENSION WITH VERTICAL ATTACHMENT
MAST ARM MOUNTED SIGN
POWER SOURCE
TRAFFIC SIGNAL POLE
TYPE 0 - 1 SECTION SIGNAL HEAD ASSEMBLY
TYPE I - 3 SECTION SIGNAL HEAD ASSEMBLY
TYPE II - 3 SECTION SIGNAL HEAD ASSEMBLY
TYPE III - 3 SECTION (ALL AROWS) SIGNAL HEAD ASSEMBLY
TYPE IV - 4 SECTION SIGNAL HEAD ASSEMBLY
TYPE V - 5 SECTION SIGNAL HEAD ASSEMBLY
TYPE VI - 4 SECTION (ALL ARROWS) SIGNAL HEAD ASSEMBLY
TYPE VII - 4 SECTION SIGNAL HEAD ASSEMBLY
PEDESTRIAN HYBRID BEACON - 3 SECTION SIGNAL HEAD ASSEMBLY
VIBRATION MITIGATOR
TRAFFIC SIGNAL CONTROLLER CABINET
TYPE A JUNCTION BOX
TYPE B JUNCTION BOX
TYPE C JUNCTION BOX
TYPE III JUNCTION BOX (ATMS)
SAME JUNCTION BOX USED FOR SIGNAL CIRCUIT
PEDESTRIAN SIGNAL HEAD WITH PUSH BUTTON
AUDIBLE PEDESTRIAN SIGNAL HEAD
PUSH BUTTON
UNDERGROUND SERVICE PEDESTAL (USP)
PREEMPTION CONTROL SYSTEM DETECTOR
DIRECTIONAL ANTENNA
VIDEO DETECTION CAMERA
CCTV CAMERA
RADAR DETECTION, DILEMMA ZONE
RADAR DETECTION, STOP BAR
ROAD SIDE UNIT
WIRELESS DETECTION PUCK
WIRELESS DETECTION, ACCESS POINT
WIRELESS DETECTION, REPEATER
SENSOR LOOP
RRFB (WITH INTEGRATED PEDESTRIAN CONFIRMATION PILOT LIGHT)
GRIDSMART CAMERA
P1 ps
EXISTING EQUIPMENT
SALVAGE REMOVE RELOCATE
TR
AF
FI
C
S
IG
N
AL
C O
N
TR
O
LL
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TR
AF
FI
C
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T/ R
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LU
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AI
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EX
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N
SI
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LU
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IN
AI
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AI
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EA
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P U
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TD
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P
ED
ES
TR
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D
LU
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IN
AR
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EX
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N
SI
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N
A R
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TR
AF
FI
C
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N
AL
P O
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PE
D
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TR
IA
N
P U
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B
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M
AS
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AR
M S
IG
N
AL
P
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M
AS
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AR
M
M
AS
T
AR
M M
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N
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D S
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N
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AD
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EN
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TI
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C C
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PO
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T/ R
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EA
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R H
EA
D
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L U
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IN
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BR
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LOCATION EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA FT EA EA EA EA EA EA EA EA EA EA EA EA EA
SILVER LAKE PARKWAY &
PONY EXPRESS PARKWAY 1 1 200 3 2 1 1 1 2 1 1
WOODHAVEN BLVD &
PONY EXPRESS PARKWAY 1 1 1 1
TOTAL
* THESE ITEMS ARE PAID UNDER THE TRAFFIC SIGNAL SYSTEM LUMP ITEM, UNLESS NOTED OTHERWISE
SIG SIG
PED PED
PWR PWR
PSH PSH
RAD RAD
LTG LTG
FUT FUT
SIG SIG
PED PED
PWR PWR
PSH PSH
RAD RAD
LTG LTG
FUT FUT
LIGHTING CONDUIT
TRENCHING AND BORING DETAIL
SIGNAL/PEDESTRIAN
CONDUIT
FUTURE USE CONDUIT
TO BE PLACED IN TOP
PORTION OF TRENCH
FOR EASIER ACCESS
PREEMPTION
CONDUIT
PUSH BUTTON
CONDUIT
MINIMUM COVER
1. PROVIDE MINIMUM COVER FOR ALL ROADWAY CROSSINGS:
24" FOR CONDUIT PLACED IN TRENCH; 36" FOR DIRECTIONAL
BORE CONDUIT.
2. PROVIDE 18" MINIMUM COVER FOR CONDUIT PLACED OFF
ROADWAY WITHOUT CONCRETE ENCASEMENT OR CAPPING.
3. PROVIDE 12" MINIMUM COVER FOR CONDUIT PLACED OFF
ROADWAY WITH CONCRETE ENCASEMENT OR MINIMUM 2"
THICK CONCRETE CAPPING.
4. MINIMUM OF 6 CONDUITS ARE REQUIRED FOR EACH ROAD
CROSSING LOCATION.
PEM PEM PEM PEM
LEGEND
Existing PROPOSED
NOTES:
1. CONTACT EAGLE MTN SIGNAL CREW, TO SCHEDULE/COORDINATE THE
FOLLOWING ITEMS:
SIGNAL INSPECTION: 8 DAYS PRIOR TO TURN-ON CONTACT REGION
SIGNAL CREW TO REQUEST AN IN-PROGRESS SIGNAL INSPECTION.
SIGNAL TURN-ON: PROVIDE 5 DAYS NOTICE. COMPLETE UDOT TRAFFIC
SIGNAL TURN-ON CHECKLIST PRIOR TO CALLING SIGNAL CREW.
2. CONTRACTOR IS RESPONSIBLE TO DISPOSE OF REMOVAL ITEMS AND
ASSUME RESPONSIBILITY THEREAFTER. REUSE MATERIALS ONLY AS
SPECIFIED OR AS APPROVED BY THE ENGINEER.
3. REFER TO UDOT STD DWG SL SERIES FOR DETAILS.
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SG-S01
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S ilv er L ak e
Pk w y
W oo d ha ve n
Bl vd
\d es ig n
-8
0\ d w g\ sh ee ts
\S G
-S
_S ig na l L eg en d S he et
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SIGNAL
LEGEND
05/20/2026
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EN
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PR
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A R
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O T
FO
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C O
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ST
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FOR
REVIEW
ONLY
PR
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A R
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05/20/26
AutoCAD SHX Text
III
AutoCAD SHX Text
III
ONLY
CONTRACTOR FURNISHED MATERIAL
STRUCTURAL SUPPORT POWER CONDUIT JUNCTION
BOX SIGN
M
AS
T
AR
M S
IG
N
AL
P
O
LE
FO
U
N D
AT
IO
N
3' x
2'
(3 0'
T O
5'
M
AS
T
AR
M S
IG
N
AL
P
O
LE
FO
U
N D
AT
IO
N
3' x
4'
(7 0'
T O
5'
M
AS
T
AR
M S
IG
N
AL
P
O
LE
FO
U
N D
AT
IO
N
4' x
4'
(8 0'
T O
5'
TR
AF
FI
C
S
IG
N
AL
/P
ED
P O
LE
FO
U N
D
AT
IO
N
2' x
H
IG
H W
AY
L
U M
IN
AI
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PO
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FO
U
N D
AT
IO
N
2.
5' x
C
AB
IN
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F O
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D
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N
U N
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G R
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N D
S
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VI
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G R
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SILVER LAKE PARKWAY &
PONY EXPRESS PARKWAY 1 1
WOODHAVEN BLVD &
PONY EXPRESS PARKWAY 1 100 100 1
TOTAL $ $ $ $ $ $ $
USE * * * * * * * * * * * * * * * * * * * * * * * * *
$ THESE ITEMS ARE CALCULATED BY THE CONTRACTOR * THESE ITEMS ARE COMBINED ON ESTIMATE AS TRAFFIC SIGNAL SYSTEM
CONTRACTOR FURNISHED MATERIAL
SIGNAL AND PEDESTRIAN LIGHTING GROUNDING DETECTION
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SILVER LAKE PARKWAY &
PONY EXPRESS PARKWAY 200 200 200 200 2 2 200 1 100 200 200
WOODHAVEN BLVD &
PONY EXPRESS PARKWAY 100 100 1 1
TOTAL $ $ $ $ $ $ $ $ $ $ $ $ $ $ $
USE * * * * * * * * * * * * * * * * *
$ THESE ITEMS ARE CALCULATED BY THE CONTRACTOR * THESE ITEMS ARE COMBINED ON ESTIMATE AS TRAFFIC SIGNAL SYSTEM
PRE-EMPTION
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NOTES:
1. SEE UDOT STD DWG SL SERIES AND SECTIONS 02892 AND 16530.
2. CONTACT THE SERVING POWER COMPANY A MINIMUM OF THIRTY (30) DAYS BEFORE POWER
SERVICE IS REQUIRED. MAKE ALL ARRANGEMENTS WITH LOCAL POWER COMPANY FOR INSTALLATION.
3. PLACE ALL CONDUIT IN SAME TRENCH OR BORE SHOT WHERE POSSIBLE.
4. CONSTRUCT SIGNAL IN A MANNER TO AVOID DAMAGE TO EXISTING UTILITIES. ASSUME
RESPONSIBILITY FOR ANY UTILITY DAMAGED BY CONSTRUCTION OPERATIONS. THE PLANS
SHOW BURIED UTILITY LOCATIONS IN THEIR APPROXIMATE LOCATION ONLY.
5. SMART SENSOR CABLE: COLOR-CODED, TWISTED PAIR, 6 - CONDUCTOR WIRE WITH 20 AWG
FOR POWER AND 22 AWG FOR COMMUNICATION. WAVETRONIX PART # WX-SS-705 OR
APPROVED EQUIVALENT.
6. SEE MANUFACTURER'S REQUIREMENTS FOR CABLE TYPE.
7. FOR ALL NEW WIRING, USE EXISTING CONDUITS AND RUN REQUIRED CABLE ACCORDINGLY.
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LOCATION EA EA EA EA LUMP EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA
SILVER LAKE PARKWAY &
PONY EXPRESS PARKWAY 6
WOODHAVEN BLVD &
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TOTALS
STATE FURNISHED MATERIAL
DETECTION SCHEDULE SIGNAL HEAD SCHEDULE
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LOCATION EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA
SILVER LAKE PARKWAY &
PONY EXPRESS PARKWAY
WOODHAVEN BLVD &
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TOTALS
NOTES:
1. NOTIFY RESIDENT ENGINEER 4-6 WEEKS PRIOR TO THE
DATE STATE FURNISHED MATERIALS ARE NEEDED. EAGLE
MOUNTAIN CITY TO PROCURE ITEMS FROM THE STATE.
CONTRACTOR TO COORDINATE WITH CITY TO PICK UP
SIGNAL EQUIPMENT.
2. PICK UP STATE FURNISHED ANCHOR BOLTS, SIGNAL POLE
STEEL, AND OTHER ELECTRONICS HARDWARE AT STATE
WAREHOUSE. PROVIDE LOADING EQUIPMENT AND
PERSONNEL FOR PICK-UP. CONTACT UDOT WAREHOUSE,
(801) 965-4060, TO SCHEDULE PICK-UP. MINIMUM 48 HOURS
ADVANCE NOTICE REQUIRED.
3. POLYMER SIGNAL HEAD ASSEMBLIES INCLUDE SIGNAL
HEAD HOUSING, VISORS, AND LOUVERED BACK PLATE
WITH RETROREFLECTIVE TAPE WHEN APPLICABLE.
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File details come from the government source that posted it. Updated .