44th_and_Tabor_Traffic_Improvement_Stamped_Plans.pdf

POINT NO. NORTHING EASTING ELEV. DESCRIPTION

354 1709061.865 3104506.122 5413.149 FOUND 3.25IN ALUMINUM CAP COLO DEPT OF TRANSPORTATION PT 848 PLS 29028 PROJ IMO70 246

355 1709053.389 3104640.097 5412.597 FOUND 3.25IN ALUMINUM CAP CO DEPT OF TRANSPORTATION PT 852 PLS 29028 PROJIMO70 246

750 1708973.855 3104564.750 5412.648 FOUND 2IN ALUMINUM CAP SET IN CONCRETE RAMP LPI SURVEY CONTROL POINT 128

751 1709033.015 3104848.457 5410.840 SET CHISELED T IN BOW

752 1709230.338 3104533.548 5413.790 SET MAGNAIL IN END OF ASPHALT PAVING

753 1709224.313 3104513.496 5415.210 SET CUT T ON TBC AP

BOOK PAGE SHEET PLAN AS CONST. PLAN AS CONST. PLAN AS CONST. PLAN AS CONST. PLAN AS CONST. PLAN AS CONST. PLAN AS CONST.

202-00000 CLEARING AND GRUBBING LS 1 1

202-00035 REMOVAL OF PIPE LF 15 15

202-00190 REMOVAL OF CONCRETE MEDIAN COVER MATERIAL SY 4 4

202-00200 REMOVAL OF SIDEWALK SY 109 109

202-00203 REMOVAL OF CURB AND GUTTER LF 211 211

202-00206 REMOVAL OF CONCRETE CURB RAMP SY 32 32

202-00210 REMOVAL OF CONCRETE PAVEMENT SY 32 32

202-00220 REMOVAL OF ASPHALT MAT SY 171 171

202-00810 REMOVAL OF GROUND SIGN EACH 2 2

202-00828 REMOVAL OF SIGN PANEL EACH 4 4

203-00100 MUCK EXCAVATION CY 3 3

203-01598 POTHOLING (SPECIAL) EACH 16 16

210-00815 RESET SIGN PANEL EACH 2 2

210-04010 ADJUST MANHOLE EACH 1 1

403-00721 HOT MIX ASPHALT (PATCHING) (ASPHALT) SY 10 10

412-00800 CONCRETE PAVEMENT (8 INCH) CY 7 7

503-00200 CAISSON (SPECIAL) LF 58 58

603-01125 12 INCH REINFORCED CONCRETE PIPE (CIP) LF 12 12

604-13010 TYPE 13 INLET (10 FOOT) EACH 1 1

607-11525 FENCE (PLASTIC) LF 250 250

608-00006 CONCRETE SIDEWALK (6 INCH) SY 127 127

608-00010 CONCRETE CURB RAMP SY 61 61

609-21020 CURB AND GUTTER TYPE 2 (SECTION II-B) LF 216 216

610-00026 MEDIAN COVER MATERIAL (6 INCH PATTERNED CONCRETE) SF 453 453

613-00306 3 INCH ELECTRICAL CONDUIT (BORED) LF 660 660

613-01200 2 INCH ELECTRICAL CONDUIT (PLASTIC) LF 30 30

613-01300 3 INCH ELECTRICAL CONDUIT (PLASTIC) LF 150 150

613-07034 PULL BOX (24"X36"X18") EACH 4 4

613-07040 PULL BOX (30"X48"X24") EACH 1 1

613-10000 WIRING LS 1 1

613-13000 LUMINAIRE (LED) EACH 4 4

613-80130 SERVICE METER CABINET EACH 1 1

614-00011 SIGN PANEL (CLASS I) SF 81 81

44TH & TABOR PROJECT TOTALS

SUMMARY OF APPROXIMATE QUANTITIES

INDEX

CONTRACT

ITEM NO. CONTRACT ITEM UNIT

BOOK PAGE SHEET PLAN AS CONST. PLAN AS CONST. PLAN AS CONST. PLAN AS CONST. PLAN AS CONST. PLAN AS CONST. PLAN AS CONST.

614-70150 PEDESTRIAN SIGNAL FACE (16) (COUNTDOWN) EACH 8 8

614-70336 TRAFFIC SIGNAL FACE (12-12-12) EACH 16 16

614-72848 TRAFFIC SIGNAL CONTROLLER AND CABINET EACH 1 1

614-72860 PEDESTRIAN PUSH BUTTON EACH 8 8

614-72863 PEDESTRIAN PUSH BUTTON POST ASSEMBLY EACH 4 4

614-72866 FIRE PREEMPTION UNIT AND TIMER EACH 4 4

614-72886 INTERSECTION DETECTION SYSTEM (MIOVISION) EACH 4 4

614-81120 TRAFFIC SIGNAL-LIGHT POLE STEEL (1-20 FOOT MAST ARM) EACH 2 2

614-81140 TRAFFIC SIGNAL-LIGHT POLE STEEL (1-40 FOOT MAST ARM) EACH 1 1

614-81150 TRAFFIC SIGNAL-LIGHT POLE STEEL (1-50 FOOT MAST ARM) EACH 1 1

614-84100 TRAFFIC SIGNAL PEDESTAL POLE (ALUMINUM (10 FOOT) EACH 2 2

614-86105 TELEMETRY (FIELD) EACH 1 1

614-86800 UNINTERRUPTED POWER SUPPLY EACH 1 1

614-87333 CLOSED CIRCUIT TELEVISION CAMERA (TRAFFIC SURVEILLANCE) EACH 1 1

614-87350 TEST FIBER OPTIC CABLE LS 1 1

614-87690 ETHERNET SWITCH EACH 1 1

625-00000 CONSTRUCTION SURVEYING LS 1 1

626-00000 MOBILIZATION LS 1 1

627-00008 MODIFIED EPOXY PAVEMENT MARKING GAL 5 5

627-30405 PREFORMED THERMOPLASTIC PAVEMENT MARKING (WORD-SYMBOL) SF 32 32

627-30410 PREFORMED THERMOPLASTIC PAVEMENT MARKING (XWALK-STOPLINE) SF 762 762

630-00003 UNIFORMED TRAFFIC CONTROL HR 20 20

630-00008 CONSTRUCTION TRAFFIC CONTROL (SPECIAL) LS 1 1

FA 01 MINOR CONTRACT REVISIONS FA 1 1

FA 02 FURNISH AND INSTALL ELECTRICAL SERVICE FA 1 1

FA 03 EROSION CONTROL FA 1 1

FA 04 FIBER OPTIC LINES FA 1 1

FA 05 LANDSCAPE RESTORATION FA 1 1

44TH & TABOR PROJECT TOTALS

SUMMARY OF APPROXIMATE QUANTITIES

INDEX

CONTRACT

ITEM NO. CONTRACT ITEM UNIT

SUE AREA

VICINITY MAP

NTS

SHEET INDEX

1 COVER PAGE

2 QUALITY LEVEL DEFINITIONS, NOTES, AND UTILITY

DISCREPANCIES, ISSUES AND RECOMMENDATIONS

3 LEGEND & ABBREIVATIONS

4 EXISTING UTILITY PLAN

SUBSURFACE UTILITY INVESTIGATION

W. 44TH AND TABOR ST., WHEAT RIDGE, CO.

ISSUE DATE:

DATE REVISION COMMENTS

DRAWN BY: HKS #:

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2511042SUBSURFACE UTILITY INVESTIGATION

W. 44TH AND TABOR ST. WHEAT RIDGE, CO.

COVER PAGE 1 OF 4

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W. 44TH AVE.

UTILITY OWNER INFORMATION

NAME FACILITY TYPE CONTACT

INFO

UTILITY

RECORDS

PROVIDED

NOTES

CENTURYLINK TELECOMMUNICATIONS/FIBER (800) 778-9140 YES

COMCAST TELECOMMUNICATIONS/FIBER (812) 483-7923 NO

CDOT FIBER OPTIC BACKBONE TELECOMMUNICATIONS/FIBER (800) 778-9140 YES CLEAR OF SUE LIMITS PER

UTILITY RECORDS

CITY OF WHEAT RIDGE

(WHEAT RIDGE)

TRAFFIC STORM AND

IRRIGATIONS

(303) 205-7612 YES

DENVER WATER DEPARTMENT WATER (303) 628-6666 NO

CLEAR OF SUE LIMITS

PER 811 NOTIFICATION

RESPONSE

FRUITDALE SANITATION DISTRICT

(FRUITDALE) SANITATION (303) 424-5476 YES

MCI TELECOMMUNICATIONS/FIBER (800) 289-3427 NO

VALLEY WATER DISTRICT WATER (303) 424-9661 YES

XCEL ENERGY HP/IP DISTRIBUTION GAS

(XCEL) GAS (303) 459-6537 YES

XCEL ENERGY

(XCEL) ELECTRIC AND GAS (608) 223-2014 YES

I-70

TABOR LAKE

TA

BO

R

ST

VA

N

GO

RD

ON

S

T.

W . 4

5T H

PL

W. 45TH PL

14 YES

04/29/2026

QUALITY LEVEL DEFINITIONS:

GENERAL NOTES:

SUBSURFACE UTILITY ENGINEERING (SUE) QUALITY LEVELS D, C, B AND A ARE DEFINED AS FOLLOWS:

QUALITY LEVEL D (QL-D)

INCLUDES RECORDS RESEARCH, REVIEW AND VISUAL INSPECTION FOR EXISTING SUBSURFACE UTILITIES

WITHIN THE PROJECT LIMITS.

QUALITY LEVEL C (QL-C)

INCLUDES QL-D EFFORTS, AS WELL AS SURVEYING ALL VISIBLE SURFACE UTILITY APPURTENANCES (REFERENCED TO THE PROJECT SURVEY DATUM) AND CORRELATING SURVEYED EVIDENCE WITH QL-D

RECORDS WITHIN THE PROJECT LIMITS.

QUALITY LEVEL B (QL-B)

INCLUDES QL-D AND QL-C EFFORTS, AS WELL AS SURVEYING INFORMATION OBTAINED THROUGH SURFACE GEOPHYSICAL METHODS (UTILITY DESIGNATION) TO DETERMINE THE EXISTENCE AND APPROXIMATE

HORIZONTAL POSITION OF SUBSURFACE UTILITIES WITHIN THE PROJECT LIMITS.

QUALITY LEVEL A (QL-A)

INCLUDES QL-D, QL-C, AND QL-B EFFORTS, AS WELL AS THE PRECISE HORIZONTAL AND VERTICAL LOCATION OF SUBSURFACE UTILITIES (REFERENCED TO THE PROJECT SURVEY DATUM), OBTAINED BY THE ACTUAL EXPOSURE AND SUBSEQUENT MEASUREMENT OF UTILITIES AT SPECIFIC LOCATIONS (TEST HOLES).

1) THE LOCATIONS OF EXISTING SUBSURFACE UTILITIES ARE SHOWN ACCORDING TO THE BEST INFORMATION AVAILABLE, INCLUDING TYPE, SIZE, LOCATION AND NUMBER OF UTILITIES. ABANDONED, NON-DETECTABLE, UNDOCUMENTED OR NEWLY INSTALLED FACILITIES MAY NOT BE SHOWN.

2) THIS SUE MAPPING SPECIFICALLY EXCLUDES NON-CONDUCTIVE SUBSURFACE UTILITIES, INCLUDING, BUT NOT LIMITED TO, IRRIGATION SYSTEMS, SEPTIC SYSTEMS, UNDERGROUND STORAGE TANKS, AND TRAFFIC

SIGNAL LOOP DETECTION SYSTEMS.

3) EXISTING UTILITIES SHOWN HEREON ARE ONLY REPRESENTATIVE OF EXISTING CONDITIONS AT THE TIME OF

UTILITY DESIGNATION.

4) UTILITY DESIGNATION AND UTILITY SURVEY WERE PERFORMED NOVEMBER, 2025. UTILITIES INSTALLED

AFTER THE DATE OF DESIGNATION MAY NOT BE SHOWN.

5) UTILITY LOCATIONS SHOWN OUTSIDE THE PROPOSED EXCAVATION AREA/SUE LIMITS SHALL NOT BE RELIED UPON AND ARE SHOWN FOR INFORMATION ONLY, AND AS NECESSARY TO DEVELOP UTILITY ALIGNMENTS

WITHIN THE PROPOSED EXCAVATION AREA/SUE LIMITS.

6) ALL UNDERGROUND UTILITY LINES SHOWN HEREON ARE QL-B, UNLESS OTHERWISE INDICATED.

7) UTILITIES AND APPURTENANCES SHOWN HEREON ARE FOR GRAPHICAL REPRESENTATION ONLY, AND MAY

NOT BE DEPICTED TO SCALE.

8) UTILITY SIZES AND MATERIALS SHOWN HEREON ARE BASED UPON FIELD CREW OBSERVATIONS AND DATA COLLECTION. MEASUREMENTS ARE OFTEN TAKEN FROM THE GROUND SURFACE AND EXISTING CONDITIONS SUCH AS SEWER FLOW, UTILITY DEPTH, DEBRIS AND/OR SEDIMENT IN PIPE, LIGHTING CONDITIONS, AND

TEST HOLE EXCAVATION DIAMETER COULD IMPACT THE ACCURACY OF SUCH DATA.

9) IF DIRECTIONAL BORING, THE CONTRACTOR SHALL EXPOSE ALL EXISTING UNDERGROUND FACILITIES AND VISUALLY OBSERVE THE SAFE CROSSING OF SUCH FACILITIES, IN ACCORDANCE WITH DIRECTIONAL BORING

BEST PRACTICES.

10) THE PROFESSIONAL ENGINEER'S SEAL SHOWN ON THESE DRAWINGS IS SPECIFICALLY LIMITED TO THE SUBSURFACE UTILITY ENGINEERING INVESTIGATION ASSOCIATED WITH THE DATA COLLECTION AND MAPPING OF EXISTING SUBSURFACE UTILITIES WITHIN THE PROPOSED EXCAVATION AREA/SUE LIMITS.

11) A PRAGMATIC EFFORT HAS BEEN MADE TO DESIGNATE AND MAP EXISTING UNDERGROUND UTILITIES WITHIN THE SUE LIMITS TO THE EXTENT PRACTICAL FOR THE AUTHORIZED PROJECT BUDGET. EXISTING UTILITY LOCATIONS DEPICTED ARE APPROXIMATE, AND DO NOT SUPERSEDE COLORADO 811 DEMARCATIONS OF UNDERGROUND UTILITIES OR RELIEVE THE CONTRACTOR OF THE LEGAL REQUIREMENT TO CONTACT

COLORADO 811 PRIOR TO EXCAVATION.

12) HKS CIVIL AND THE PROJECT DESIGN ENGINEER SHALL BE NOTIFIED OF ANY DISCREPANCIES BETWEEN UTILITY MAPPING AND UTILITY OWNER DESIGNATION MARKINGS OR ACTUAL UTILITY LOCATIONS, PRIOR TO

CONSTRUCTION.

13) AERIAL IMAGERY BACKGROUND IS FOR REFERENCE PURPOSES ONLY AND MAY NOT BE TO SCALE.

UTILITY DISCREPANCIES, ISSUES AND RECOMMENDATIONS:

1. HKS RECOMMENDS TEST HOLES AT ALL POTENTIAL UTILITY CROSSINGS, AREAS OF CUT TO EXISTING GRADE OR ANY OTHER

LOCATIONS IF WARRANTED BY PROPOSED IMPROVEMENTS.

2. SANITARY AND STORM SEWERS ARE QUALITY LEVEL (QL) C AND D BECAUSE THEY COULD NOT BE DESIGNATED ELECTROMAGENTICALLY AND ARE DEPICTED BASED ON UTILITY RECORDS AND FIELD VERIFICATIONS THROUGH ACCESSIBLE

STRUCTURES.

3. ALL SANITARY SEWER SERVICES ARE QL D BECAUSE THEY WERE UNABLE TO BE DESIGNATED ELECTROMAGNETICALLY AND

ARE DEPICTED PER UTILITY RECORDS ONLY.

4. THE SECTION OF 2'' GAS MAIN RUNNING GENERALLY NORTH-SOUTH ON TABOR ST. AND W. 44TH AVE. IS QL D. THE SECTION IS DEPICTED PER XCEL ENERGY UTILITY RECORDS, AND INCONSISTENT ELECTROMAGNETIC DESIGNATION, SUPPORTED BY

EVIDENCE OF SAWCUT AND TEST HOLES IN THE ROADWAY.

5. THE 6”/8” WATER MAIN RUNNING GENERALLY N-S ALONG TABOR ST IS QL C/D BECAUASE HKS FIELD CREWS WERE UNABLE TO CONSISTENTLY DESIGNATE THE LINE ELECTROMAGNETICALLY. THE LINE IS DEPICTED BASED ON UTILITY RECORDS, SURFACE

APPURTENANCES, AND DESIGNATION.

6. THE RETIRED 3/4'' GAS SERVICE LINE ON THE SOUTHERN SIDE OF TABOR ST. IS QLD AND DEPICTED PER XCEL ENERGY UTILITY RECORDS. HKS FIELD CREWS WERE UNABLE TO DESIGNATE THE LINE TO CONFIRM LOCATION OR EXISTENCE.

7. THE TRAFFIC LINE RUNNING N-S IN W. 44TH AVE. WAS ABLE TO BE RODDED TO THE MEDIAN OF THE ROAD. THE LINE COULD NOT

BE RODDED OR DESIGNATED ELECTROMAGNETICALLY FURTHER.

8. THE IRRIGATION LINE RUNNING GENERALLY E-W ALONG THE NORTH SIDE OF W. 44TH AVE. IS QLD AND DEPICTED PER UTILITY

RECORDS AND FIELD VERIFICATIONS THROUGH ACCESSIBLE STRUCTURES.

ISSUE DATE:

DATE REVISION COMMENTS

DRAWN BY: HKS #:

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2511042SUBSURFACE UTILITY INVESTIGATION

W. 44TH AND TABOR ST. WHEAT RIDGE, CO.

QUALITY LEVEL DEFINITIONS, NOTES, AND UTILITY DISCREPANCIES, ISSUES & RECOMMENDATIONS

04-28-2026 AFS

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LEGEND: ABBREVIATIONS:

AC ASBESTOS CONCRETE

BMP BEST MANAGEMENT PRACTICE

BOC BACK OF CURB

CI CAST IRON

DIP DUCTILE IRON PIPE

EOP EDGE OF PAVEMENT

EX EXISTING

FH FIRE HYDRANT

FO FIBER OPTICS

FLOW LINE

FM FORCE MAIN

IP INTERMEDIATE PRESSURE

INV INVERT

MH MANHOLE

NTS NOT TO SCALE

PE POLYETHYLENE

PR PROPOSED

PVC POLYVINYL CHLORIDE

RCP REINFORCED CONCRETE PIPE

ROW RIGHT-OF-WAY

SAN SANITARY SEWER

SC SWITCH CABINET

SL STREET LIGHT

STL STEEL

STM STORM SEWER

TBC TOP BACK OF CURB

TYP TYPICAL

VCP VITRIFIED CLAY PIPE

WALK SIDEWALK

WM WATER METER

BOW BACK OF SIDEWALK

R

TR

E

T

E

T

T

X

T

S

ST

W

SC

E

TR TRAFFIC VAULT

STORM FLARED END SECTION

SANITARY SEWER CLEANOUT

TELECOM CROSS-BOX

ELECTRIC HANDHOLE/PULLBOX

WATER VAULT

WATER METER

WATER SPIGOT

STORM INLET (GRATE)

STORM MANHOLE

SANITARY SEWER MANHOLE

WATER VALVE

FIRE HYDRANT

TRAFFIC SIGNAL CONTROL CABINET

TRAFFIC HANDHOLE/PULLBOX

TELECOM PEDESTAL

TELECOM HANDHOLE/PULLBOX

TELECOM VAULT

STREET LIGHT

UTILITY POLE

RISER POLE

NATURAL GAS VALVE

ELECTRIC SWITCH CABINET

ELECTRIC TRANSFORMER

ELECTRIC PEDESTAL

ELECTRIC VAULT

I IRRIGATION BOX

I IRRIGATION CONTROLLER

STORM INLETST

TRAFFIC SIGNAL POLE

P-ROW

UE

UT

TR

IR

G

IRRIGATION MAIN (QL-B)

TRAFFIC (QL-B)

TELECOM (QL-B)

ELECTRIC (QL-B)

NATURAL GAS MAIN (QL-B)

RIGHT-OF-WAY

SUE LIMITS

ELECTRIC (QL-C)

ELECTRIC (QL-D)

IRRIGATION MAIN (QL-C)

TRAFFIC (QL-C)

TELECOM (QL-C)

NATURAL GAS MAIN (QL-C)

IRRIGATION MAIN (QL-D)

TRAFFIC (QL-D)

TELECOM (QL-D)

NATURAL GAS MAIN (QL-D)

NATURAL GAS SERVICE (QL-B)

NATURAL GAS SERVICE (QL-D)

SS

W

ST

SANITARY SEWER SERVICE (QL-B)

WATER SERVICE (QL-B)

STORM (QL-B)

SANITARY SEWER (QL-B)

WATER MAIN (QL-B)

STORM (QL-C)

SANITARY SEWER (QL-C)

WATER MAIN (QL-C)

SANITARY SEWER SERVICE (QL-D)

WATER SERVICE (QL-D)

STORM (QL-D)

SANITARY SEWER (QL-D)

WATER MAIN (QL-D)

QUALITY LEVEL CHANGE

TRAFFIC SENSOR

WATER RECLAMATION VAULT

TR:C

TR:D

W:D

SS:D

G:D

UU UNKNOWN UTILITY (QL-B)

UU:C UNKNOWN UTILITY (QL-C)

UU:D UNKNOWN UTILITY (QL-D)

END OF INFORMATION

ISSUE DATE:

DATE REVISION COMMENTS

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2511042SUBSURFACE UTILITY INVESTIGATION

W. 44TH AND TABOR ST. WHEAT RIDGE, CO.

LEGEND & ABBREVIATIONS 3 OF 4

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EOI

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OU

OU

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G G G G GG G G G G

G

OU

OU

OU

OU

OU

OU

WWWWWWW

W W

W

OUOUOUOUOUOUOUOUOU

ST

ST

ST

ST

ST ST ST

UE

T

S

S S

S

TR

TR

UT

UT

UTUTUTUT UTUT

UTUT UTUT

UT

UT UT

UT UT UT UT UT

W

R

T

T

SCALE: 1" =

40 40 80

40'NOTE: ALL UTILITIES LOCATIONS AND RIGHT-OF-WAYS ARE TO BE FIELD

VERIFIED BY THE CONTRACTOR PRIOR TO STARTING CONSTRUCTION.

KEY MAP

NTS

EXISTING UTILITY PLAN

W. 44TH AVE.

TA

BO

R

ST

TABOR LAKE

W. 45TH AVE.

ISSUE DATE:

DATE REVISION COMMENTS

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2511042SUBSURFACE UTILITY INVESTIGATION

W. 44TH AND TABOR ST. WHEAT RIDGE, CO.

EXISTING UTILITY PLAN 4 OF 4

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ACL

CY SY SY LF SF

44TH AND TABOR

NORTHWEST CORNER 7 29 18 51 91

NORTHEAST CORNER 46 15 72

SOUTHWEST CORNER 19 13 37 127

SOUTHEAST CORNER 33 15 56 235

7 127 61 216 453

CURB AND GUTTER

TYPE 2

(SECTION II-B)

609-21020

CONCRETE

SIDEWALK (6 INCH)

608-00006

CONCRETE

PAVEMENT (8 INCH)

412-00800

PROJECT TOTAL

LOCATION

TABULATION OF ROADWAY ENGINEERING ITEMS

CONCRETE CURB

RAMP

REMARKS

608-00010

MEDIAN COVER

MATERIAL (6"

PATTERNED

CONCRETE)

610-00026

SY SY LF SY SY SY

44TH AND TABOR

NORTHWEST CORNER 34 46 8 32 12

NORTHEAST CORNER 25 72 4 6

SOUTHWEST CORNER 18 34 10 7

SOUTHEAST CORNER 4 32 59 10 7

4 109 211 32 32 171

REMOVAL OF

ASPHALT MAT

202-00220

TABULATION OF ROADWAY REMOVAL ITEMS

202-00200

REMOVAL OF

SIDEWALK

REMARKS

REMOVAL OF CURB

AND GUTTER

202-00203

REMOVAL OF

CONCRETE MEDIAN

COVER MATERIAL

202-00190

PROJECT TOTAL

LOCATION

REMOVAL OF

CONCRETE

PAVEMENT

202-00210

REMOVAL OF

CONCRETE CURB

RAMP

202-00206

ITEM NO. DESCRIPTION UNIT QUANTITY

202-00810 Removal of Ground Sign EACH 2 202-00828 Remove Sign Panel LS 4

203-01598 Potholing (Special) EACH 16

210-00815 Reset Sign Panel EACH 2

503-00200 Caisson (Special) LF 58

613-00306 3 Inch Electrical Conduit (Bored) LF 660 613-01200 2 Inch Electrical Conduit (Plastic) LF 30 613-01300 3 Inch Electrical Conduit (Plastic) LF 150 613-07034 Pull Box (24"x36"x18") EACH 4 613-07040 Pull Box (30"x48"x24") EACH 1 613-10000 Wiring LS 1 613-13000 Luminaire (LED) EACH 4 613-80130 Service Meter Cabinet EACH 1

614-00011 Sign Panel (Class I) SF 81.3 614-70150 Pedestrian Signal Face (16) (Countdown) EACH 8 614-70336 Traffic Signal Face (12-12-12) EACH 16 614-75848 Traffic Signal Controller and Cabinet EACH 1 614-72860 Pedestrian Push Button EACH 8 614-72863 Pedestrian Push Button Post Assembly EACH 4 614-72866 Fire Preemption Unit and Timer EACH 4 614-72886 Intersection Detection System (Miovision) EACH 4 614-81120 Traffic Signal-Light Pole Steel (1-20 Foot Mast Arm) EACH 2 614-81140 Traffic Signal-Light Pole Steel (1-40 Foot Mast Arm) EACH 1 614-81150 Traffic Signal-Light Pole Steel (1-50 Foot Mast Arm) EACH 1 614-84100 Traffic Signal Pedestal Pole Aluminum (10 Foot) EACH 2 614-86105 Telemetry (Field) EACH 1 614-86800 Uninterrupted Power Supply EACH 1 614-87333 CCTV Camera (Traffic Surveillance) EACH 1 614-87350 Test Fiber Optic Cable LS 1 614-87690 Ethernet Switch EACH 1

627-00008 Modified Epoxy Pavement Marking GAL 5 627-30405 Preformed Thermoplastic Pavement Marking (Word-Symbol) SF 32 627-30410 Preformed Thermoplastic Pavement Marking (Xwalk-Stopline) SF 762

630-00003 Uniformed Traffic Control HOUR 20 630-00008 Traffic Control (Special) LS 1

SUMMARY OF TRAFFIC ENGINEERING ITEMS

EDGE /

HATCH LANE CROSS

WALK STOP BIKE

XING

BIKE

XING BIKE

EACH 24 INCH 6 INCH EACH

44th & Tabor North Leg 100 50 15

East Leg 120 60 120 90 32 1 South Leg 40 11 West Leg 180 90 90 180 110 33 1

Subtotals (Lin Ft/Each) 75 150 18 400 290 91 2 Subtotals (Sq Ft) 25 100 12 133 580 182 32 Subtotals (Gal) 0.3 1.0 0.1 1.3

Plus 10% 0.1 Total 1.5

Pay Quantity Yellow Pay Quantity White Pay Quantity Green

YELLOW

WHITE

GREEN

TOTAL

NOTES:

YELLOW

TWLTL 4

INCH

WHITE

SOLID

24 INCH

Pay Quantity (SF)

1. Contractor shall remove existing conflicting pavement markings prior to the application of new pavement markings using a method to be approved by the Engineer. Cost for removal of pavement markings shall be considered included in the unit cost for new pavement markings and will not be measured and paid separately.

2. Contractor shall prepare roadway surface for application of new markings in accordance with the manufacturer's recommendation. Cost of surface preparations shall be considered included in the unit cost for new pavement markings and will not be measured and paid separately.

YELLOW

SOLID

4 INCH

MODIFIED EPOXY PAVEMENT MARKING

(GAL)

PAVEMENT

MARKING PAINT

(GAL)

Modified Epoxy Pavement Marking Lines (LF)

WHITE

SOLID

4 INCH

WHITE

SOLID

4 INCH

CENTER

0.1 1.5

32 762

Preformed Thermoplastic Pavement Mkg (LF/EA)

SYMBOLGREEN

SOLID

PVMT

MKG

ARROW

SINGLE

CHANNELIZING

WHITE

SOLID

8 INCH

TABULATION OF PAVEMENT MARKINGS

SUMMARY OF PAVEMENT MARKING QUANTITIES

LOCATIONINTERSECTION

YELLOW

BROKEN

4 INCH

WHITE

SOLIDWHITE

DASHED 8

INCH

WHITE

SOLID

24 INCH

COLOR

Carried forward to Summary of Tra c Engineering Items

PREFORMED

THERMOPLASTIC PVMT

MKG (WORD-SYMB) (SF)

PREFORMED

THERMOPLASTIC PVMT

MKG (XWALK-STOP)

(SF)

PREFORMED

THERMOPLASTIC PVMT

MKG (WORD-SYMBOL)

(SF)

Pay Quantity (GAL) Pay Quantity (SF)

44th & Tabor 1 New Panel 108 SN NW Corner Tabor St 108" x 22" White Mast Arm 16.5 44th & Tabor 2 New Panel 30R3-5L NW Corner Lt Only 30" x 24" White Mast Arm 5 44th & Tabor 3 Remain NW Corner Rt Ln Must Turn Rt 44th & Tabor 4 Remove NW Corner Stop 1 44th & Tabor 5 Remove Panel NW Corner Street Name 1 44th & Tabor 6 Remove Panel NW Corner Street Name 1 44th & Tabor 7 New Panel 84 SN NE Corner 44th Ave 84" x 22" White Mast Arm 12.9 44th & Tabor 8 New Panel 108 SN SE Corner Tabor St 108" x 22" White Mast Arm 16.5 44th & Tabor 9 New Panel 30R3-5L SE Corner Lt Only 30" x 24" White Mast Arm 5 44th & Tabor 10 Remove SE Corner Stop 1 44th & Tabor 11 Remove Panel SE Corner Street Name 1 44th & Tabor 12 Remove Panel SE Corner Street Name 1 44th & Tabor 13 Reset Panel SE Corner Dead End 1 Signal Pole 44th & Tabor 14 Reset Panel SE Corner Dead End 1 Signal Pole 44th & Tabor 15 New Panel 84 SN SW Corner 44th Ave 84" x 22" White Mast Arm 12.9 44th & Tabor 16 Remove SW Corner No Greenbelt Access 1 45th & Tabor 17 New Panel 30W14SPECIAL SW Corner No Greenbelt Parking 30" x 30" Signal Pole 6.25 46th & Tabor 18 New Panel 30W14SPECIAL SW Corner No Greenbelt Parking 30" x 30" Signal Pole 6.25

3 4 2 81.3

NOTES:

• Carried forward to Summary of Traffic Engineering Items

•• Submit layout of panel to the Engineer for approval prior to fabrication.

PANEL SIZELOCATION ACTION

3. Note that concrete bases, galvanized bolts, sleeves and/or flowfill are required to install signs as per the Standard Drawings. Contractor costs to provide and install these materials are considered included in the unit cost of the sign post and will not be measured and paid for separately.

REMOVE

SIGN PANEL

(EA)

RESET

GROUND

SIGN (EA)STA.

1. Post lengths are approximate based on actual field installation in sidewalk, sod or dirt. All post lengths shall therefore be field verified by Contractor prior to ordering materials or starting installation.

2. All installations shall be in accordance with City of Wheat Ridge Standards, if no standard for specific installation, defer to CDOT M & S Standards.

PROJECT TOTALS•

REMOVE

GROUND

SIGN (EA)

SIGN

NO.

TABULATION OF SIGNS

RESET

SIGN PANEL

(EA)

STEEL SIGN

POST 2" x 2"

TUBING (LF)

STEEL SIGN

POST 2.25" x

2.25" TUBING

SIGN PANEL

CLASS I

(SF)CORNERSIGN CODE SIGN LEGEND COLOR

203-01598 Potholing (Special) Each 16

503-00200 Caisson (Special) Lin. Feet 58

613-00306 3 Inch Electrical Conduit (Bored) Lin. Feet 660 613-01200 2 Inch Electrical Conduit (Plastic) Lin. Feet 30 613-01300 3 Inch Electrical Conduit (Plastic) Lin. Feet 150 613-07034 Pull Box (24"x36"x18") Each 4 613-07040 Pull Box (30"x48"x24") Each 1 613-10000 Wiring Lump Sum 1 613-13000 Luminaire (LED) Each 4 613-80130 Service Meter Cabinet Each 1

614-70150 Pedestrian Signal Face (16) (Countdown) Each 8 614-70336 Traffic Signal Face (12-12-12) Each 16 614-72855 Traffic Signal Controller and Cabinet Each 1 614-72860 Pedestrian Push Button Each 8 614-72863 Pedestrian Push Button Post Assembly Each 4 614-72866 Fire Preemption Unit and Timer Each 4 614-72886 Intersection Detection System (Miovision) Each 4 614-81120 Traffic Signal-Light Pole Steel (1-20 Foot Mast Arm) Each 2 614-81140 Traffic Signal-Light Pole Steel (1-40 Foot Mast Arm) Each 1 614-81150 Traffic Signal-Light Pole Steel (1-50 Foot Mast Arm) Each 1 614-84100 Traffic Signal Pedestal Pole Aluminum (10 Foot) Each 2 614-86105 Telemetry (Field) Each 1 614-86800 Uninterrupted Power Supply Each 1 614-87333 Closed Circuit Television Camera (Traffic Surveillance) Each 1 614-87350 Test Fiber Optic Cable Lump Sum 1 614-87690 Ethernet Switch Each 1

630-00003 Uniformed Trafffic Control Hour 20 630-00017 Traff Control (Special) LS LS 1

NOTES:

3. All quantities are carried forward to Summary of Traffic Engineering Items.

2. Video detection system includes all required cameras and in-cabinet equipment. Includes all wiring, camera orientation, ancillary mounting hardware, labor and materials for a fully-functional installation. Item measured by number of cameras required. Miovision is City of Wheat Ridge Standard.

SUMMARY OF TRAFFIC SIGNAL QUANTITIES

44TH &

TABORDESCRIPTION UNITITEM NO.

1. Fire Preemption Unit and Timer includes detectors plus all in-cabinet equipment including wiring, detector orietation,ancillary mounting hardware, labor and materials for a fully-functional installation. Item measured by number of intersections.

A B C Special A B C Special A B C Special A B C Special W20-1 Road Work Ahead 48" x 48" 4 4 W4-2L Left Lane Closed (Symb) 48" x 48" 2 2 W4-2R Right Lane Closed (Symb) 48" x 48" 2 2 W20-7a Flagger 48" x 48" 3 3

R3-1 No Right Turn 36" x 36" 2 2 R3-2 No Left Turn 36" x 36" 2 2

48W8-1 Bump 48" x 48" 2 2 G20-2 End Road Work 48" x 24" 4 4 R9-9 Sidewalk Closed 24" x 12" 4 4

R9-11A Sidewalk Closed Cross Here (Left) 24" x 12" 4 4 R9-11A Sidewalk Closed Cross Here (Right) 24" x 12" 4 4 M4-9A Bicycle Pedestrian Detour 30" x 24" 4 4

30R3-7R Right Lane Must Turn Right 30" x 30" 1 1 30R3-7L Left Lane Must Turn Left 30" x 30" 1 1 24R4-7 Keep Right 24" x 30" 2 2 36R1-2 Yield 36" x 36" x 36" 1 1

Type II Barricades n/a 8 8

37 13 37 13

CODE DESCRIPTION

Notes:

2. Pedestrian movement through all intersections shall be provided along at least one side of each street at all times.

FOR INFORMATION ONLY. Payment shall be made on a lump sum basis.

DIMENSIONS PANEL SIZE

SIGNS / CONSTRUCTION PHASE

CONSTRUCTION SIGN TOTALS

PANEL SIZE

Hour

UNIT

OTHER DEVICES / ITEMS

PROJECT TOTALS

CODE LEGEND

See Signal Plans

Traffic Control Inspection Traffic Control Management

Flagging

Construction Traffic Sign (Panel Size B)

Barricade (Type 3 M-A) (Temporary)

Advance Warning Sequencing or Flashing Arrow Panel (B Ty)

Construction Traffic Sign (Panel Size A)

Drum Channelizing Device

Traffic Cone

Each

Each

Each Portable Message Sign Panel

SUMMARY OF CONSTRUCTION TRAFFIC CONTROL DEVICES

QUANTITY

Each

Day Day

Each Each

Each

1. Pedestrian movements shall be fully addressed in the Contractor's TCP and MHT. No plan will be approved that unreasonably impedes or restricts pedestrian movements. No devices required to implement the contract requirements will be permitted to be installed on or above sidewalk surface areas unless otherwise approved in the respective TCP or MHT.

Uniformed Traffic Control

Vertical Panel Each 50

Each 25Tubular Marker

Hour