UCB000817-13.00-Drawings.pdf

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Know what's below.

Call before you dig.

1120 Lincoln Street, Suite 1000 Denver, Colorado 80203

P: 303.623.6300 F: 303.623.6311 HarrisKocherSmith.com

ISSUE DATE:

DATE REVISION COMMENTS

PROJECT #: 23085103-26-2025

03-26-2025 FOR BID

UCB000817 - 18TH ST WATERLINE & PAVEMENT

REPLACEMENT

BOULDER, CO 80309 GOVERNING CODES FOR THIS PROJECT:

1. UNIVERSITY OF COLORADO BOULDER FACILITY STANDARDS, AS MODIFIED FOR THIS PROJECT.

2. THE 2021 EDITION OF THE INTERNATIONAL BUILDING CODE (IBC)

(AS ADOPTED BY THE COLORADO STATE BUILDINGS PROGRAM AS FOLLOWS: CHAPTER 1 AS AMENDED, CHAPTERS 2-35 AND

APPENDICES C AND I)

3. THE 2021 EDITION OF THE INTERNATIONAL MECHANICAL CODE (IMC)

(AS ADOPTED BY THE COLORADO STATE BUILDINGS PROGRAM AS FOLLOWS: CHAPTERS 2-15 AND APPENDIX A)

4. THE 2021 EDITION OF THE INTERNATIONAL ENERGY CONSERVATION CODE (IECC)

(AS ADOPTED BY THE COLORADO STATE BUILDINGS PROGRAM)

5. THE 2023 EDITION OF THE NATIONAL ELECTRICAL CODE (NEC)

(AS ADOPTED BY THE COLORADO STATE ELECTRICAL BOARD)

6. THE NATIONAL FIRE PROTECTION ASSOCIATION STANDARDS (NFPA)

(AS ADOPTED BY THE DEPARTMENT OF PUBLIC SAFETY/DIVISION OF FIRE PREVENTION AND CONTROL AS APPLICABLE)

THE CONTRACTOR'S WORK SHALL BE IN CONFORMANCE WITH THE ABOVE CODESAND CONTRACTOR SHALL OBTAIN ALL NECESSARY

PERMITTING PRIOR TO WORK

GENERAL NOTES:

1. ANY WORK PERFORMED OUTSIDE THE LIMITS OF DISTURBANCE SHALL BE AT THE CONTRACTOR'S EXPENSE, UNLESS THE WORK IS

SPECIFICALLY AUTHORIZED IN ADVANCE BY THE ENGINEER. ANY PROPERTY OUTSIDE THE LIMITS OF DISTURBANCE THAT IS DAMAGED BY ANY ACT OR OMISSION OF THE CONTRACTOR SHALL BE RESTORED TO ITS ORIGINAL CONDITION AT THE CONTRACTOR'S EXPENSE.

2. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL VERIFY ELEVATIONS AND LOCATIONS OF EXISTING UTILITIES DESIGNATED ON THE PLANS. VERIFICATION OF THE ELEVATIONS AND LOCATIONS SHALL BE BY POTHOLES. REPORT ANY DISCREPANCIES IMMEDIATELY TO

THE OWNER PRIOR TO COMMENCING CONSTRUCTION.

3. THE EXISTING UNDERGROUND UTILITIES SHOWN ON THE PLANS REPRESENT THE BEST INFORMATION AVAILABLE AND ARE SHOWN FOR INFORMATION ONLY. THE CONTRACTOR MUST TAKE SOLE RESPONSIBILITY FOR DAMAGE TO ANY UTILITY LINE ENCOUNTERED WHETHER OR NOT SHOWN ON THE DRAWINGS AND WHETHER OR NOT ACTUALLY LOCATED IN THE FIELD AS SHOWN ON THE DRAWINGS.

THE CONTRACTOR SHALL NOTIFY THE UTILITY COMPANIES FOR FIELD LOCATIONS PRIOR TO THE START OF CONSTRUCTION.

4. ALL EXISTING UTILITIES AND LANDSCAPING ARE TO REMAIN IN PLACE UNLESS OTHERWISE INDICATED ON THE PLANS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO PROTECT AND SUPPORT EXISTING UTILITIES AND LANDSCAPING AS NECESSARY TO

ACCOMPLISH THE WORK.

5. THE CONTRACTOR SHALL PROVIDE FOR WATER FLOWS TO BE MAINTAINED AT ALL TIMES DURING CONSTRUCTION.

6. THE CONTRACTOR SHALL FIELD VERIFY THE LOCATION, ELEVATION AND SIZE OF EXISTING PIPES THAT ARE TO BE CONNECTED TO NEW

PIPES OR STRUCTURES. REPORT ANY DISCREPANCIES IMMEDIATELY TO THE ENGINEER AND OWNER PRIOR TO COMMENCING

CONSTRUCTION.

7. ALL MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE SPECIFICATIONS IN THE PROJECT MANUAL.

8. IF HEAT GUNS, SOLDERING, BRAZING, WELDING, GRINDING, POWDER DRIVEN STUDS, METAL CUTTING, USING POWER TOOLS OR OTHER

ACTIVITIES INVOLVING FLAMES OR SPARKS ARE REQUIRED FOR CONSTRUCTION, THE CONTRACTOR SHALL OBTAIN A REQUIRED HOT WORK PERMIT. HOT WORK PERMIT FORMS ARE AVAILABLE FROM CU PROJECT MANAGERS, FACILITIES MANAGEMENT OFFICE OF PLANNING, DESIGN AND CONSTRUCTION AND THE FLS WEB SITE (HTTP://FM.COLORADO.EDU/FIRESAFETY/).

9. IF ANY UNPLANNED WATER OUTAGES SUCH AS A LEAKING OR RUPTURED PIPE OCCURS DURING CONSTRUCTION, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE FIRE AND LIFE-SAFETY GROUP AND PIPE TRADES SHOP OF FACILITIES MANAGEMENT.

10. STAGING AREAS FOR EQUIPMENT AND/OR MATERIALS ARE MINIMAL AND ARE SHOWN ON THE PLANS. CONTRACTOR SHALL ACQUIRE

APPROVAL OF ANY ADDITIONAL STAGING AREAS FROM UCB PRIOR TO CONSTRUCTION.

11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL LANDSCAPING IN THE AREA OF THE PROJECT. THE CONTRACTOR SHALL KEEP TO A MINIMUM THE DISTURBANCE OF ANY AND ALL LANDSCAPING. ANY LANDSCAPING DAMAGED BY THE CONTRACTOR SHALL BE REPAIRED AND/OR REPLACED TO ITS ORIGINAL CONDITION WITHOUT ADDITIONAL COST TO THE OWNER. TREES SHALL BE PROTECTED AT THE CRITICAL ROOT ZONE (CRZ) BY CONSTRUCTING FENCING AND NO VEHICLE, MATERIAL OR EQUIPMENT SHALL BE STORED WITHIN THIS FENCED AREA. (CRITICAL ROOT ZONE - THE ZONE SHALL BE EQUAL TO ONE FOOT RADIALLY FROM THE

TREE FOR EVERY ONE INCH OF TRUNK DIAMETER AT BREAST HEIGHT).

12. THE CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE OSHA PROGRAMS, INCLUDING BUT NOT LIMITED TO: CONFINED SPACE ENTRY, ASBESTOS, LOCKOUT-TAGOUT, HOT WORK, RESPIRATORY PROTECTION, TRENCHING AND SHORING, AND HAZCOM.

13. THE CONTRACTOR MUST PROTECT STORM SEWER DRAINS (INCLUDING FLOOR DRAINS), MANHOLES, INLET, TRENCHES AND SURFACE RUN-OFF DRAINAGES, ROOF DRAINS, ETC. FROM DISCHARGES OF PROCESS WATER, SEDIMENT, PETROLEUM RESIDUES, AND ALL OTHER CONTAMINANTS. DISCHARGES OF CONTAMINATED OF PROCESS WATER MAY ONLY BE PERMITTED INTO THE SANITARY SEWER IF

AUTHORIZED BY UCB EH&S.

14. THE CONTRACTOR MUST COMPLY WITH UCB DUST CONTROL POLICY TO PREVENT ODORS, VAPORS, DUST, ETC. FROM IMPACTING OTHER AREAS (INCLUDING ADJACENT BUILDINGS) THROUGH OPENINGS, HVAC SYSTEMS AND AIR INTAKES. IF CONSTRUCTION GENERATES DUST OR FUMES INSIDE A BUILDING, THE CONTRACTOR SHALL TAKE ALL NECESSARY MEASURES TO PREVENT THE NUISANCE ACTUATION OF ANY NEARBY SMOKE OR DUCT PROTECTORS AS DIRECTED BY THE UCB FIRE ALARM SHOP.

15. ANY DISRUPTION OF ELECTRICAL SERVICE CAUSED BY THE CONTRACTOR MUST BE RESTORED IMMEDIATELY. THERE ARE ELECTRICAL LINES SERVING OUTSIDE LIGHTING THAT PROVIDE SECURITY AND SAFETY FOR THE CAMPUS THAT MUST NOT HAVE DISRUPTION OF

SERVICE. ALL RESTORED WORK MUST BE INSPECTED PRIOR TO BURIAL.

16. A. BACKFILL MATERIAL, ROAD BASE MATERIAL, ASPHALT, AND COMPACTION TO FOLLOW UCB STANDARDS FOR PARKING LOTS B. CONTRACTOR SHALL ERECT DETOURS FOR PEDESTRIANS AND BICYCLIST WHEN CLOSING OR IMPACTING SIDEWALKS AND BIKE

PATHS

C. STAGING AREAS SHALL BE DEFINED BY TEMPORARY CHAIN LINK FENCE OR CONSTRUCTION FENCE.

22. SAW-CUT SLURRY, SEDIMENT/SOILS, AND ALL OTHER MATERIALS AND PROCESS WATERS MUST BE CAPTURED FOR PROPER DISPOSAL AND NOT ALLOWED TO BE DISCHARGED TO STORM DRAINS, GUTTERS, PARKING LOTS, OR OTHER STORM CONVEYANCES. USE PROPER BEST MANAGEMENT PRACTICES (BMP'S) TO PROTECT FROM CONTAMINATED RUN-OFF THAT COULD END UP IN BOULDER CREEK; THE FOLLOWING WEB SITE HAS EXAMPLES THAT CAN BE REVIEWED AS APPLICABLE; http://pacepartners.com/municipal-operations

23. THE CONTRACTOR SHALL MAKE ALL NECESSARY PARKING ARRANGEMENTS A MINIMUM OF 10 DAYS IN ADVANCE TO THE START OF

CONSTRUCTION.

SUMMARY OF APPROXIMATE QUANTITIES:

LEGEND:

(NOTE THAT SYMBOLS MAY BE SCALED LARGER THAN ACTUAL SIZE FOR CLARITY)

EXISTING PROPOSED

EE

E

SS

ST

T

E

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ABBREVIATIONS

BOP BOTTOM OF PIPE

BS BOTTOM OF STEP

BW BOTTOM OF WALL (FG)

CONC CONCRETE

DIA DIAMETER

DIP DUCTILE IRON PIPE

DR DOOR

DS DOWNSPOUT

E EAST, EASTING

EGL ENERGY GRADE LINE

EL ELEVATION

EOA EDGE OF ASPHALT

EOC EDGE OF CONCRETE

EOP EDGE OF PAVEMENT

ESMT EASEMENT

EX EXISTING

FES FLARED END SECTION

FF FINISHED FLOOR

FG FINISHED GRADE

FH FIRE HYDRANT

FLOW LINE

FO FIBER OPTICES LINE

GB GRADE BREAK

GV GATE VALVE

HC HANDICAP

HCL HORIZONTAL CONTROL LINE

HGL HYDRAULIC GRADE LINE

HORZ HORIZONTAL

HP HIGH POINT

INV INVERT

LP LOW POINT

LSD LANDSCAPE DRAIN

MAX MAXIMUM

MH MANHOLE

MIN MINIMUM

MJ MECHANICAL JOINT

N NORTH, NORTHING

PG PROFILE GRADE

PHS PHASE

PR PROPOSED

PVC POLYVINYL CHLORIDE

RCP REINFORCED CONCRETE PIPE

ROW RIGHT-OF-WAY

SAN SANITARY

SS SANITARY SEWER

STA STATION

STM STORM

TB THRUST BLOCK

TBC TOP/BACK OF CURB

TEL TELECOM LINE

TOP TOP OF PIPE

TS TOP OF STEP

TW TOP OF WALL (FG)

TYP TYPICAL

UE UNDERGROUND ELECTRIC

UG UNDERGROUND

UT UNDERGROUND TEL/FO

VERT VERTICAL

WAT WATER

SHEET INDEX

Sheet Number Sheet Title

1 COVER SHEET

2 TRAFFIC CONTROL PLAN

3 EXISTING SITE PLAN & REMOVAL PLAN

4 SWMP

5 SWMP - DETAILS

6 FINAL UTILITY PLAN

7 UTILITIES DETAILS

8 18TH STREET PLAN & PROFILE

9 18TH STREET CROSS SECTIONS

10 18TH STREET CROSS SECTIONS

11 PAVING & STRIPING PLAN

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CITYOF BOULDER STANDARD CONSTRUCTION NOTES:

1. “ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE “DESIGN AND CONSTRUCTION STANDARDS” OF THE CITY OF BOULDER, AND SHALL BE COMPLETED TO THE SATISFACTION OF THE DIRECTOR OF PUBLIC WORKS. IN THE EVENT THAT A DESIGN ELEMENT DOES NOT REFLECT CITY STANDARDS, THE MATTER MUST BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE ENGINEER AND THE DIRECTOR OF PUBLIC WORKS. 1-8 DESIGN AND CONSTRUCTION STANDARDS EFFECTIVE: JUNE 20, 2019 THE ENGINEER SHALL BE RESPONSIBLE FOR RECOMMENDING A SOLUTION OR ALTERNATIVE SOLUTIONS TO THE CITY FOR REVIEW AND APPROVAL.”

2. “THE APPROVAL OF A CONSTRUCTION PLAN DOES NOT RELIEVE THE CONTRACTOR OF THE RESPONSIBILITY OF CONSTRUCTING WORKABLE PUBLIC IMPROVEMENTS. ALL REVISIONS AND/OR CORRECTIONS REQUIRED WILL BE SOLELY THE CONTRACTOR'S

RESPONSIBILITY, AND AT THEIR EXPENSE.”

3. “THESE PLANS HAVE BEEN CHECKED BY THE CITY OF BOULDER ONLY FOR CONFORMANCE WITH THE “DESIGN AND CONSTRUCTION STANDARDS,” COMPLIANCE WITH DEVELOPMENT AGREEMENT CONDITIONS, AND FOR GENERAL CONCEPTUAL APPROVAL OF PUBLIC IMPROVEMENTS AS SHOWN. THE CITY’S REVIEW DOES NOT VERIFY OR ENSURE THE ACCURACY OF EXISTING OR PROPOSED DIMENSIONS, LINES, COORDINATES, OR GRADES SHOWN, INCLUDING ALL EXISTING UTILITIES SHOWN OR NOT SHOWN.”

4. “UTILITY LOCATIONS SHOWN REFLECT AVAILABLE RECORD DATA. THE CONTRACTOR SHALL TAKE PRECAUTIONARY MEASURES TO PROTECT ALL UTILITY LINES SHOWN AND OTHER UTILITY LINES OTHERWISE LOCATED. THE CONTRACTOR SHALL CONTACT THE “UTILITY NOTIFICATION CENTER OF COLORADO” AT 1-800-922-1987 OR 811 FOR UTILITY LOCATES 24 HOURS PRIOR TO BEGINNING

CONSTRUCTION.”

5. “BEFORE WORK BEGINS, THE CONTRACTOR SHALL OBTAIN A PERMIT TO WORK IN THE RIGHT-OF-WAY FROM THE CITY AND MUST NOTIFY THE CITY RIGHT-OF-WAY INSPECTION STAFF AT LEAST 24 HOURS IN ADVANCE OF COMMENCING CONSTRUCTION ACTIVITIES.”

6. “THE CONTRACTOR SHALL OBTAIN AND MAINTAIN A COMPLETE AND APPROVED SET OF CONSTRUCTION PLANS. THESE DRAWINGS, AND ANY REQUIRED PERMITS, SHALL BE AVAILABLE AT THE PROJECT SITE AT ALL TIMES AND SHALL BE MADE AVAILABLE TO CITY STAFF UPON REQUEST. IF CONSTRUCTION PLANS ARE NOT READILY AVAILABLE AT THE PROJECT SITE, THE DIRECTOR OF PUBLIC WORKS MAY ISSUE A STOP WORK ORDER AND HALT ALL CONSTRUCTION ACTIVITIES PENDING COMPLIANCE BY THE CONTRACTOR.”

7. “THE CONTRACTOR AGREES TO COMPLY WITH THE PROVISIONS OF THE TRAFFIC CONTROL PLAN AND THE CURRENT EDITION OF THE “MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES,” “TEMPORARY TRAFFIC CONTROL” SECTION, FOR CONSTRUCTION SIGNAGE AND

TRAFFIC CONTROL.”

8. “ALL SURPLUS MATERIALS, TOOLS, AND TEMPORARY STRUCTURES, FURNISHED BY THE CONTRACTOR, SHALL BE REMOVED FROM THE PROJECT SITE BY THE CONTRACTOR. ALL DEBRIS AND RUBBISH CAUSED BY THE OPERATIONS OF THE CONTRACTOR SHALL BE REMOVED, AND THE AREA OCCUPIED DURING CONSTRUCTION ACTIVITIES SHALL BE RESTORED TO ITS ORIGINAL CONDITION, WITHIN 48 HOURS OF PROJECT COMPLETION, UNLESS OTHERWISE DIRECTED BY THE DIRECTOR OF PUBLIC WORKS.”

9. “THE CONTRACTOR SHALL PROVIDE TREE AND LANDSCAPE PROTECTION AS SET FORTH IN CHAPTER 6-6, “PROTECTION OF TREES AND PLANTS,” BOULDER REVISED CODE (B.R.C.) 1981 AND THE CITY OF BOULDER DESIGN AND CONSTRUCTION STANDARDS (DCS). ALL LANDSCAPING SHALL BE PROVIDED AND MAINTAINED IN COMPLIANCE WITH THE APPROVED LANDSCAPING PLAN, B.R.C. AND DCS.”

10. “THE CONTRACTOR IS REQUIRED TO PROVIDE AND MAINTAIN EROSION AND SEDIMENT CONTROL MEASURES IN ACCORDANCE WITH THE URBAN DRAINAGE AND FLOOD EFFECTIVE: JUNE 20, 20 19 DESIGN AND CONSTRUCTION STANDARDS 1-9 CONTROL DISTRICT “URBAN STORM DRAINAGE CRITERIA MANUAL VOLUME 3”, THE M-STANDARD PLANS OF THE COLORADO DEPARTMENT OF TRANSPORTATION, AND THE APPROVED STORMWATER MANAGEMENT PLAN. THE DIRECTOR OF PUBLIC WORKS MAY REQUIRE THE CONTRACTOR TO PROVIDE ADDITIONAL EROSION CONTROL MEASURES DUE TO UNFORESEEN EROSION PROBLEMS OR IF THE PLANS DO NOT FUNCTION AS

INTENDED.”

11. "THE CITY OF BOULDER REQUIRES THAT SIDEWALKS CONSTRUCTED HAVE A CROSS SLOPE OF LESS THAN 2%. SIDEWALKS SHALL BE DESIGNED AND CONSTRUCTED WITH CROSS SLOPES SUFFICIENTLY LESS THAN 2% TO ENSURE THAT THEY DO NOT EXCEED THE 2%

MAXIMUM."

03-26-2025

SHEET NUMBER

ISSUE DATE:

DATE REVISION COMMENTS

DESIGNED BY:

CHECKED BY:

DRAWN BY:

PROJECT #:

1120 Lincoln Street, Suite 1000 Denver, Colorado 80203

P: 303.623.6300 F: 303.623.6311 HarrisKocherSmith.com

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UCB000817 - 18TH ST WATERLINE & PAVEMENT REPLACEMENT

TRAFFIC CONTROL PLAN 2

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PHASE 2 TRAFFIC CONTROL PLAN - PAVING OPERATION (BID ALTERNATES 2, 3, 4)

SCALE: 1" = 20'

SCALE: 1" =

20 20 40

20' 3/3/2025

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PHASE 1 TRAFFIC CONTROL PLAN - WATERLINE INSTALLATION (BASE BID)

SCALE: 1" = 20'

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SHEET NUMBER

ISSUE DATE:

DATE REVISION COMMENTS

DESIGNED BY:

CHECKED BY:

DRAWN BY:

PROJECT #:

1120 Lincoln Street, Suite 1000 Denver, Colorado 80203

P: 303.623.6300 F: 303.623.6311 HarrisKocherSmith.com

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Call before you dig.

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UCB000817 - 18TH ST WATERLINE & PAVEMENT REPLACEMENT

EXISTING SITE PLAN & REMOVAL PLAN 3

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SCALE: 1" =

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20'

EXISTING SITE PLAN

SCALE: 1" = 20'

DEMOLITION-REMOVAL-ABANDON PLAN

SCALE: 1" = 20'

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PHASE 1

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SHEET NUMBER

ISSUE DATE:

DATE REVISION COMMENTS

DESIGNED BY:

CHECKED BY:

DRAWN BY:

PROJECT #:

1120 Lincoln Street, Suite 1000 Denver, Colorado 80203

P: 303.623.6300 F: 303.623.6311 HarrisKocherSmith.com

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Call before you dig.

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UCB000817 - 18TH ST WATERLINE & PAVEMENT REPLACEMENT

SWMP 4

<CLIENT NAME>

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STORMWATER MANAGEMENT PLAN (SWMP)

SCALE: 1" = 30'

CWA

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DATE REVISION COMMENTS

DESIGNED BY:

CHECKED BY:

DRAWN BY:

PROJECT #:

1120 Lincoln Street, Suite 1000 Denver, Colorado 80203

P: 303.623.6300 F: 303.623.6311 HarrisKocherSmith.com

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Call before you dig.

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UCB000817 - 18TH ST WATERLINE & PAVEMENT REPLACEMENT

SWMP - DETAILS 5

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LEGEND:

(NOTE THAT SYMBOLS MAY BE SCALED LARGER THAN ACTUAL SIZE FOR CLARITY)

EXISTING PROPOSED

SHEET NUMBER

ISSUE DATE:

DATE REVISION COMMENTS

DESIGNED BY:

CHECKED BY:

DRAWN BY:

PROJECT #:

1120 Lincoln Street, Suite 1000 Denver, Colorado 80203

P: 303.623.6300 F: 303.623.6311 HarrisKocherSmith.com

Know what's below.

Call before you dig.

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UCB000817 - 18TH ST WATERLINE & PAVEMENT REPLACEMENT

FINAL UTILITY PLAN 6

<CLIENT NAME>

03-26-2025

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WATERLINE REPLACEMENT PLAN VIEW

SCALE: 1" = 20'

SCALE: 1" =

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IRRIGATION SLEEVES PLAN VIEW

SCALE: 1" = 10'

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DATE REVISION COMMENTS

DESIGNED BY:

CHECKED BY:

DRAWN BY:

PROJECT #:

1120 Lincoln Street, Suite 1000 Denver, Colorado 80203

P: 303.623.6300 F: 303.623.6311 HarrisKocherSmith.com

Know what's below.

Call before you dig.

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230851

UCB000817 - 18TH ST WATERLINE & PAVEMENT REPLACEMENT

UTILITIES DETAILS 7

<CLIENT NAME>

03-26-2025

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18TH STREET C.L. PROFILE

HORIZONTAL SCALE: 1" = 30'

VERTICAL SCALE: 1" = 3'

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BUS ONLY BUS ONLY

Δ Δ

SHEET NUMBER

ISSUE DATE:

DATE REVISION COMMENTS

DESIGNED BY:

CHECKED BY:

DRAWN BY:

PROJECT #:

1120 Lincoln Street, Suite 1000 Denver, Colorado 80203

P: 303.623.6300 F: 303.623.6311 HarrisKocherSmith.com

Know what's below.

Call before you dig.

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230851

UCB000817 - 18TH ST WATERLINE & PAVEMENT REPLACEMENT

18TH STREET PLAN & PROFILE 8

<CLIENT NAME>

03-26-2025

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18TH STREET PLAN

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DATE REVISION COMMENTS

DESIGNED BY:

CHECKED BY:

DRAWN BY:

PROJECT #:

1120 Lincoln Street, Suite 1000 Denver, Colorado 80203

P: 303.623.6300 F: 303.623.6311 HarrisKocherSmith.com

Know what's below.

Call before you dig.

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230851

UCB000817 - 18TH ST WATERLINE & PAVEMENT REPLACEMENT

18TH STREET CROSS SECTIONS 9

<CLIENT NAME>

03-26-2025

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DATE REVISION COMMENTS

DESIGNED BY:

CHECKED BY:

DRAWN BY:

PROJECT #:

1120 Lincoln Street, Suite 1000 Denver, Colorado 80203

P: 303.623.6300 F: 303.623.6311 HarrisKocherSmith.com

Know what's below.

Call before you dig.

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230851

UCB000817 - 18TH ST WATERLINE & PAVEMENT REPLACEMENT

18TH STREET CROSS SECTIONS 10

<CLIENT NAME>

03-26-2025

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BUS ONLY BUS ONLY

ISSUE DATE:

DATE REVISION COMMENTS

DESIGNED BY:

CHECKED BY:

DRAWN BY:

PROJECT #:

1120 Lincoln Street, Suite 1000 Denver, Colorado 80203

P: 303.623.6300 F: 303.623.6311 HarrisKocherSmith.com

Know what's below.

Call before you dig.

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230851

UCB000817 - 18TH ST WATERLINE & PAVEMENT REPLACEMENT

PAVING & STRIPING PLAN 11

<CLIENT NAME>

03-26-2025

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SCALE: 1" =

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20'

SUMMARY OF PAVEMENT MARKING QUANTITIES

MATERIAL COLOR AREA (SQ FT) QUANTITY (GALLONS)

LATEX YELLOW 241 2.76

LATEX WHITE 324 3.70

LATEX GREEN 40 0.34

*RATE OF APPLICATION FOR PAVEMENT MARKING PAINT IS 87.5

SQ FT PER GALLON; ASSUMED 18 MM THICK

FROM TO

PAVEMENT MARKING TYPE

STATION OFFSET STATION OFFSET

4+88.54 0 4+90.93 18.42' R STOP BAR (24" x 19')

4+89.15 0.59' R 6+32.25 0.13' R CENTERLINE, DOUBLE YELLOW (4" WIDE)

5+26.40 11.92' R 5+44.90 11.89' R LANE DROP LINE, WHITE, 8" WIDE x 2.5' LONG, 8' ON CENTER

5+31.80 4.00' L 5+41.80 8.00' L SHARROW, WHITE ARROWS AND BICYCLE ON GREEN BACKGROUND

5+50.33 15.30' R 5+66.48 15.32' R "BUS ONLY", WHITE LETTERS, 4' HIGH, 2'3" LONG "BUS", 2'10.5" LONG "ONLY", 12' ON CENTER

5+50.40 11.88' R 6+16.21 11.77' R CHANNELIZING LINE, WHITE, 8" WIDE

6+21.71 11.78' R 6+32.21 11.79' R LANE DROP LINE, WHITE, 8" WIDE x 2.5' LONG, 8' ON CENTER

6+60.49 11.82' R 6+70.99 11.83' R LANE DROP LINE, WHITE, 8" WIDE x 2.5' LONG, 8' ON CENTER

6+62.38 0.20' L 7+40.38 0.13' R CENTERLINE, DOUBLE YELLOW (4" WIDE)

6+76.42 15.17' R 6+92.53 15.20' R "BUS ONLY", WHITE LETTERS, 4' HIGH, 2'3" LONG "BUS", 2'10.5" LONG "ONLY", 12' ON CENTER

6+76.49 11.84' R 7+17.85 11.88' R CHANNELIZING LINE, WHITE, 8" WIDE

7+23.35 11.89' R 7+33.85 11.90' R LANE DROP LINE, WHITE, 8" WIDE x 2.5' LONG, 8' ON CENTER

7+70.53 18.19' R 7+82.75 17.06' L CROSSWALK LINES, WHITE, 24" WIDE x 6' LONG (SEE NOTES)

7+83.71 0.22' R 9+24.56 0.53' L CENTERLINE, DOUBLE YELLOW (4" WIDE)

8+60.07 9.58' R 9+11.11 9.74' R CHANNELIZING LINE, WHITE, 8" WIDE

8+67.62 4.45' R 8+75.62 4.50' R ARROW, LEFT, 8' LONG (REFER TO CDOT S-627-1 FOR GUIDANCE)

8+67.53 16.34' R 8+75.53 16.40' R ARROW, LEFT & RIGHT, 8' LONG (REFER TO CDOT S-627-1 FOR GUIDANCE)

PAVING & STRIPING PLAN

SCALE: 1" = 20'

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TYPICAL FULL DEPTH REPLACEMENT PAVEMENT SECTION

NTS