Project_8_-_26th_Ave_-_Plans.pdf

PROJECT AREA

END PROJECT

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BEGIN PROJECT

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PROJECT 08

100% PLANS

07/24/26

VICINITY MAP

SCALE IN FEET

1000' 2000'500'0'

CITY OF WHEAT RIDGE

PROJECT 08 - 26TH AVE, OAK ST TO PARAMOUNT PKWY

SIDEWALK GAP PROGRAM

JEFFERSON COUNTY

CITY PROJECT NO. 25-029B

JULY 2026

TABULATION OF LENGTH & DESIGN DATA

STATION

LINEAR FEET

ROADWAY

W 26TH AVE

1783.33

BEGIN ROADWAY

STA. 100+72.31

END ROADWAY

STA. 118+55.64

TOTAL 1783.33

SUMMARY OF PROJECT LENGTH FEET

ROADWAY (NET LENGTH) 1783.33

STRUCTURE (NET LENGTH) -

PROJECT GROSS LENGTH 1783.33

DESIGN DATA W 26TH AVE

ROADWAY CLASSIFICATION COLLECTOR

POSTED SPEED 35 MPH

ROADWAY CROSS SLOPE MATCH EXIST. (2.0%)

MAX. ROADWAY GRADE MATCH EXIST. (7.3%)

MIN. ROADWAY GRADE MATCH EXIST. (0.5%)

CLEARZONE (W/ CURB & GUTTER) 4' (W/ VERT. CURB)

SHEET INDEX

SHEET NO. DESCRIPTION

1 COVER SHEET

2 STANDARD PLANS

3 GENERAL NOTES

4 SUMMARY OF APPROXIMATE QUANTITIES

5 SURVEY CONTROL PLAN

6 GEOMETRIC CONTROL LAYOUT

7 TYPICAL SECTIONS

8-10 REMOVAL PLAN

11-13 SIDEWALK PLAN

14-16 DRIVEWAY DETAILS

17 SIDEWALK DETAILS

18-21 CURB RAMP DETAILS

22 - 23 DRAINAGE PLAN

24-26 SIGNING AND PAVEMENT MARKING PLAN

27-29 EROSION CONTROL PLAN

NUMBERS

STRUCTURE

NO REVISIONS:

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DESIGNER:

SHEET NUMBER:SUBSET SHEETS:

INIT.COMMENTSDATE:

SHEET REVISIONS AS CONSTRUCTEDJuly 24, 2026PRINT DATE:

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HORIZ. SCALE:

PROJECT NO./CODE

Suite 205 Golden, CO 80401

722 Washington Ave

PROJECT NO.:

OF

City of Wheat Ridge 7500 W. 29th Ave.

Wheat Ridge, CO 80033 Phone: 303-205-7600

25-029B

100% PLANS

NOT FOR CONSTRUCTION

STANDARD PLANS

1 1STD 2

JB

RM

N/AN/A

PROJECT 08

NUMBERS

STRUCTURE

NO REVISIONS:

REVISED:

VOID: SHEET SUBSET:

DETAILER:

DESIGNER:

SHEET NUMBER:SUBSET SHEETS:

INIT.COMMENTSDATE:

SHEET REVISIONS AS CONSTRUCTEDJuly 24, 2026PRINT DATE:

VERT. SCALE:

FILE NAME:

UNIT INFORMATION

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T_STD PLANS.DWG

HORIZ. SCALE:

PROJECT NO./CODE

Suite 205 Golden, CO 80401

722 Washington Ave

PROJECT NO.:

OF

City of Wheat Ridge 7500 W. 29th Ave.

Wheat Ridge, CO 80033 Phone: 303-205-7600

25-029B

GENERAL NOTES

1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE STANDARD AND SPECIAL PROVISIONS, THE CONSTRUCTION PLANS FOR THE PROJECT, THE CURRENT EDITION OF THE CDOT STANDARD

SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION AND THE CDOT STANDARD PLANS AS

APPLICABLE TO THE WORK.

2. THE CONTRACTOR SHALL ADDRESS EROSION MITIGATION & PROTECTIVE MEASURES TO LIMIT

EROSION RELATING TO CONSTRUCTION ACTIVITIES.

3. THE CONTRACTOR WILL BE REQUIRED TO SUBMIT A CONSTRUCTION SCHEDULE AT THE PROJECT

PRE-CONSTRUCTION MEETING. THIS SCHEDULE WILL SHOW THE BEGINNING AND ENDING DATES

OF MAJOR CONTRACT ITEMS. THIS SCHEDULE WILL BE UPDATED BY THE CONTRACTOR EVERY 10

WORKING DAYS, OR AS REQUIRED BY THE CITY.

4. CONSTRUCTION STAKING SHALL BE PROVIDED BY THE CONTRACTOR.

5. SUBSEQUENT ASPHALT LIFTS SHALL NOT BE PLACED ON THE SAME DAY AS THE PREVIOUS LIFT, UNLESS APPROVED BY THE CITY IN THE FIELD.

6. FOR FINAL PLAN QUANTITIES THE FOLLOWING RATES OF APPLICATION WERE USED: BITUMINOUS PAVEMENT AT 149.75 LBS/CUBIC FOOT (.05615 TONS/ SY-IN), AGGREGATE BASE COURSE AT 133

LBS/CUBIC FOOT.

7. A TACK COAT OF EMULSIFIED ASPHALT (SLOW SETTING) IS TO BE APPLIED AT 0.1 GAL/SY

BETWEEN PAVEMENT COURSE AND ON ALL VERTICAL EDGES TO IMPROVE BOND BETWEEN

PAVEMENT LAYERS. TACK COATING IS INCIDENTAL WORK TO HMA PAY ITEMS.

8. SUBGRADE PREPARATION WILL NOT BE PAID FOR SEPARATELY AND IS INCLUDED IN THE COST

OF THE WORK.

9. FULL DEPTH ASPHALT TO BE REMOVED HAS BEEN CALCULATED AS REMOVAL OF ASPHALT MAT.

REMOVED ASPHALTIC PAVEMENT MATERIAL WILL BECOME THE PROPERTY OF THE CONTRACTOR.

10. ATTACHED SIDEWALK, CURB AND GUTTER SHALL BE PLACED MONOLITHICALLY, UNLESS

OTHERWISE SPECIFIED OR DIRECTED BY THE CITY. REFER TO CITY OF WHEAT RIDGE STANDARD

DETAIL C-D02.

11. BREAK POINTS ON SLOPES AND IN BOTTOMS OF DITCHES SHALL BE ROUNDED DURING

CONSTRUCTION AS DIRECTED BY THE CITY. SEE STANDARDS FOR DETAILS OF CUT SLOPE

TREATMENT, FLARING AND WIDENING.

12. CLEARING AND GRUBBING SHALL INCLUDE REMOVAL OF ALL SHRUBS, WEEDS, SMALL TREES (4"

CALIPER OR LESS), ALL ASSOCIATED ROOTS AND OTHER VEGETATION WITHIN THE

CONSTRUCTION LIMITS UNLESS SEPARATE PAY ITEM IS PROVIDED.

13. LIMITS OF ASPHALT REMOVAL SHALL BE CUT TO A STRAIGHT LINE WITH A VERTICAL EDGE. THE

VERTICAL EDGE SHALL BE SAW CUT UNLESS OTHERWISE APPROVED BY CITY. ASPHALT

PAVEMENT SHALL BE REMOVED IN ACCORDANCE WITH THE PLANS BUT IN NO CASE SHALL

REMOVAL RESULT IN A PATCH LESS THAN TWO FEET IN WIDTH. ASPHALT PATCHBACK SHALL BE

PLACED IN ACCORDANCE WITH THE PLANS AND PROJECT SPECIAL PROVISIONS.

14. COMPACTION TESTING FOR THIS PROJECT SHALL BE IN ACCORDANCE WITH THE CDOT FIELD

MATERIAL MANUAL.

15. EXCAVATION FOR THE COMPACTION OF THE BASE OF CUTS AND FILLS WILL NOT BE PAID FOR SEPARATELY BUT SHALL BE INCLUDED IN THE COST OF EXCAVATION & EMBANKMENT PAY ITEMS.

16. DEPTH OF MOISTURE-DENSITY CONTROL FOR THIS PROJECT SHALL BE AS FOLLOWS: FULL

DEPTH OF ALL EMBANKMENTS, BASE OF CUTS AND FILLS SHALL BE 6 INCHES, COMPACTION OF BASES OF CUTS AND FILLS SHALL NOT BE PAID FOR SEPARATELY, BUT SHALL BE INCLUDED IN

THE COST OF EXCAVATION & EMBANKMENT PAY ITEMS. WATER FOR COMPACTION WILL NOT BE

PAID FOR SEPARATELY BUT SHALL BE CONSIDERED INCIDENTAL TO CONSTRUCTION. WATER FOR

DUST CONTROL SHALL NOT BE PAID FOR SEPARATELY BUT SHALL BE CONSIDERED INCIDENTAL

TO CONSTRUCTION.

17. SWEEPING SHALL BE DONE BY A PICKUP TYPE BROOM WITH DUST CONTROL AND BEYOND

INCLUDED PAY ITEMS, SHALL BE DONE AT NO ADDITIONAL COST TO THE PROJECT.

18. SALVAGE ITEMS REMAINING AS PROPERTY OF THE CITY OF WHEAT RIDGE SHALL BE DELIVERED TO THE CITY MAINTENANCE FACILITY LOCATED AT 11220 W. 45TH AVE. EQUIPMENT & OPERATOR

FOR UNLOADING WILL BE PROVIDED BY THE CITY IF REQUESTED IN ADVANCE. CONTRACTOR

WILL ASSIST WITH UNLOADING. DELIVERY AND UNLOADING SHALL BE CONSIDERED INCIDENTAL

TO CONSTRUCTION.

19. DRIVEWAY RESTORATION SHALL BE AS FOLLOWS:

RE-GRADE & REPLACE GRAVEL DRIVEWAY - SALVAGE AND STOCKPILE EXISTING DRIVEWAY

GRAVEL. PREPARE THE SUBGRADE FROM BACK OF SIDEWALK TO MATCH POINT. PLACE A 1"

LIFT OF AGGREGATE BASE COURSE (CLASS 6) FOLLOWED BY A 1" LIFT OF SALVAGED

DRIVEWAY GRAVEL AND COMPACT. BASE MATERIAL TO BE PAID AS AGGREGATE BASE

COURSE (CLASS 6) AND GRAVEL TO BE PAID AS RESET DRIVEWAY GRAVEL.

REPLACE CONCRETE DRIVEWAY - PREPARE SUBGRADE FROM BACK OF CURB TO MATCH

POINT. SEE SIDEWALK PLAN FOR PAVEMENT SECTION AND PAYMENT.

20. ALL TRENCHES AND PITS SHALL BE ADEQUATELY SUPPORTED AND THE SAFETY OF WORKERS

PROVIDED FOR AS REQUIRED BY THE MOST RECENT OCCUPATIONAL SAFETY AND HEALTH

ADMINISTRATION (OSHA) "SAFETY AND HEALTH REGULATIONS FOR CONSTRUCTION." THESE

REGULATIONS ARE DESCRIBED IN SUBPART P, PART 1926 OF THE CODE OF FEDERAL

REGULATIONS. SHEETING AND SHORING SHALL BE UTILIZED WHERE NECESSARY TO PREVENT

ANY EXCESSIVE WIDENING OR SLOUGHING OF THE TRENCH OR PIT WHICH MAY BE DETRIMENTAL

TO HUMAN SAFETY, TO THE PIPE BEING PLACED, TO TREES OR TO ANY EXISTING STRUCTURE

WHERE EXCAVATIONS ARE MADE. UNDER SEVERE WATER CONDITIONS, THE CONTRACTOR MAY

BE REQUIRED TO USE AN APPROVED PILING INSTEAD OF SHEETING AND SHORING.

21. THE CONTRACTOR SHALL HAVE ONE SIGNED FULL SIZE COPY OF THE PLANS APPROVED BY THE

GOVERNING AGENCIES AND ONE COPY OF THE APPROPRIATE DESIGN AND CONSTRUCTION

STANDARDS AND SPECIFICATIONS ON THE JOB SITE AT ALL TIMES.

22. REPAIR OF ANY DAMAGE TO EXISTING IMPROVEMENTS AND/OR LANDSCAPING NOT NOTED FOR

REMOVAL IS THE RESPONSIBILITY OF THE CONTRACTOR AT THEIR EXPENSE.

23. ALL DAMAGE CAUSED TO EXISTING CURB, GUTTER AND SIDEWALK DURING CONSTRUCTION

SHALL BE REPAIRED PRIOR TO ACCEPTANCE OF COMPLETED IMPROVEMENTS.

24. THE CONTRACTOR SHALL NOTIFY ALL PROPERTY OWNERS IN WRITING A MINIMUM OF 48 HOURS

PRIOR TO ANY UTILITY SHUT OFF OR CLOSURE OF DRIVEWAYS. THE NOTICES MUST HAVE

CONTRACTOR'S PHONE NUMBER AND NAME OF CONTACT PERSON, AND EMERGENCY PHONE

NUMBER FOR AFTER-HOURS CALLS. CONTRACTOR WILL BE RESPONSIBLE FOR MAINTAINING

LOCAL ACCESS TO ALL DRIVEWAYS.

25. CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING CLEANLINESS ON ALL LOCAL

ROADWAYS AFFECTED BY HIS/HER CONSTRUCTION.

26. AS A CONDITION FOR QUALIFYING FOR FINAL PAYMENT THE CONTRACTOR SHALL FURNISH, UPON

COMPLETION OF THE PROJECT, 1 SET OF AS-CONSTRUCTED DRAWINGS PER CDOT STANDARD

SPECIFICATIONS AT NO ADDITIONAL COST TO THE PROJECT.

27. SEEDING SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF SECTION 212 OF THE SPECIAL

PROVISIONS.

28. THE CONTRACTOR SHALL LIMIT CONSTRUCTION ACTIVITIES TO THOSE AREAS WITHIN THE LIMITS

OF CONSTRUCTION AND/OR TOES OF SLOPE AS SHOWN ON THE PLANS. ANY DISTURBANCE

BEYOND THESE LIMITS SHALL BE RESTORED TO ORIGINAL CONDITION BY THE CONTRACTOR AT

HIS/HER EXPENSE. CONSTRUCTION ACTIVITIES, IN ADDITION TO NORMAL CONSTRUCTION

PROCEDURES, SHALL INCLUDE THE PARKING OF VEHICLES OR EQUIPMENT, DISPOSAL OF LITTER, AND ANY OTHER ACTION WHICH WOULD INCLUDE CLEARING AND GRUBBING, AND LANDSCAPE

RESTORATION LUMP SUM ITEMS SHALL BE BID TO INCLUDE ALL AREAS DISTURBED DURING

CONSTRUCTION, WHETHER WITHIN OR OUTSIDE THE LIMITS OF CONSTRUCTION.

29. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE ACCEPTANCE AND CONTROL OF ALL

SUBSURFACE DRAINAGE AND GROUNDWATER ENTERING THE PROJECT AREA. CONTRACTOR IS

RESPONSIBLE FOR PROVIDING DEWATERING, IF NEEDED, AT NO ADDITIONAL COST TO THE

PROJECT. DEWATERING METHODS SHALL BE APPROVED BY THE CITY.

30. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PRESERVING ALL LAND MONUMENTS.

MONUMENTS DISTURBED DURING CONSTRUCTION ACTIVITY SHALL BE RESET AT NO ADDITIONAL

COST TO THE PROJECT. THE RESETTING OF MONUMENTS SHALL BE DONE UNDER THE DIRECT

SUPERVISION OF A REGISTERED LAND SURVEYOR. THE CONTRACTOR SHALL FILE MONUMENT

RECORDS WITH THE BOARD OF REGISTRATION OF PROFESSIONAL ENGINEERS AND LAND

SURVEYORS FOR ALL LAND MONUMENTS RESET DURING CONSTRUCTION.

TRAFFIC CONTROL

1. THE CONTRACTOR SHALL PREPARE AND PRESENT HIS/HER METHOD FOR HANDLING

CONSTRUCTION ZONE TRAFFIC TO THE CITY FOR APPROVAL AT THE PRE-CONSTRUCTION

MEETING.

2. SUBSEQUENT CHANGES TO THE TRAFFIC CONTROL PLAN AND SEQUENCE OF WORK REQUESTED

BY THE CONTRACTOR SHALL BE SUBMITTED FOR APPROVAL 72 HOURS PRIOR TO

IMPLEMENTATION OF THE REVISED PLAN.

3. TRAFFIC CONTROL PLAN SHALL ADDRESS SPECIFIC PHASES OF CONSTRUCTION AND BE DRAWN

TO SCALE OR DIMENSIONED. TRAFFIC PLANNING WILL BE DIRECTED TO THE SAFETY OF THE

CONSTRUCTION FORCE AS WELL AS THE SAFE AND EXPEDITIOUS MOVEMENT OF TRAFFIC.

4. WORK WITHIN CITY ROW ROADWAY AREAS CLOSED TO THROUGH TRAFFIC MAY PROCEED

BETWEEN THE HOURS OF 7:00 AM AND 5:00 PM ON LOCAL STREETS, AND BETWEEN THE HOURS

OF 8:30 AM AND 3:30 PM ON COLLECTOR, ARTERIAL AND HIGH VOLUME LOCAL STREETS AS

DETERMINED IN WRITING BY THE CITY.

5. TRAFFIC CONTROL DURING CONSTRUCTION SHALL COMPLY WITH THE LATEST EDITION OF THE

FHWA'S "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES" AND OTHER DOCUMENTS DETAILED

IN THE SPECIFICATIONS.

6. MINIMUM TEMPORARY LANE WIDTH SHALL BE TEN (10) FEET, UNLESS OTHERWISE APPROVED IN

WRITING BY THE CITY.

7. PROVISIONS FOR PEDESTRIAN TRAFFIC SHALL BE MADE FOR ALL PHASES OF CONSTRUCTION

WHERE EXISTING PAVED PEDESTRIAN PATHS EXIST PRE-PROJECT.

UTILITIES

1. THE CONTRACTOR IS RESPONSIBLE TO EXCAVATE AND LOCATE ALL EXISTING UTILITIES WHICH

MAY AFFECT CONSTRUCTION. ALL EXPLORATORY EXCAVATIONS SHALL OCCUR FAR ENOUGH IN

ADVANCE TO PERMIT ANY NECESSARY RELOCATION TO BE MADE WITH MINIMAL DELAYS TO THE

PROJECT. UNLESS A PAY ITEM HAS BEEN INCLUDED FOR EXPLORATORY EXCAVATIONS

(POTHOLING), ALL EXPLORATORY EXCAVATIONS SHALL BE CONSIDERED INCIDENTAL TO THE

PROJECT. LACK OF THE CITY TO INCLUDE A POTHOLING PAY ITEM SHALL NOT PRECLUDE THE

CONTRACTOR FOR PERFORMING ALL NECESSARY EXPLORATORY EXCAVATIONS. THE

CONTRACTOR SHALL NOT BE COMPENSATED FOR ANY DELAY DUE TO UTILITY CONFLICTS.

2. ALL UTILITY RELOCATES WILL BE PERFORMED BY THE OWNING UTILITY COMPANY DURING THE

COURSE OF THE PROJECT, UNLESS A SEPARATE PAY ITEM IS PROVIDED.

3. THE CONTRACTOR SHALL PROVIDE UTILITY STAKING TO SUPPORT RELOCATIONS, IF REQUESTED

BY UTILITY OWNERS, AT NO ADDITIONAL COST TO THE PROJECT.

4. UTILITY LOCATIONS SHOWN ON THE PLAN ARE PLOTTED TO THE BEST INFORMATION AT TIME OF

DESIGN. UTILITY LOCATIONS SHOWN ON THE PLANS ARE FOR DESCRIPTIVE PURPOSES ONLY.

THE CONTRACTOR IS REQUIRED TO CONTACT THE PROPER UTILITY COMPANY AND/OR UTILITY

LOCATE COMPANY PRIOR TO CONSTRUCTION. LOCATION OF ALL UTILITIES WHETHER SHOWN ON

THE PLANS OR NOT, IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR. ANY DAMAGES TO

EXISTING UTILITIES CAUSED BY THE CONTRACTOR, OR ANY OF HIS SUBCONTRACTORS, SHALL BE

THE SOLE RESPONSIBILITY OF THE CONTRACTOR FOR ALL REPAIRS AT HIS EXPENSE.

5. THE CONTRACTOR SHALL CONTACT THE UTILITY NOTIFICATION CENTER OF COLORADO AT LEAST

48 HOURS PRIOR TO CONSTRUCTION. CALL 800-922-1987.

6. PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION, THE CONTRACTOR SHALL CONTACT

ALL UTILITIES TO COORDINATE SCHEDULES.

7. STORM SEWER PIPE SHALL BE PVC, SDR-35, OR RCP AS SPECIFIED ON DRAWINGS.

8. ALL STORM STRUCTURES TO BE CAST IN PLACE UNLESS OTHERWISE APPROVED IN WRITING BY

THE CITY OR AS NOTED IN THESE PLANS.

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SHEET NUMBER:SUBSET SHEETS:

INIT.COMMENTSDATE:

SHEET REVISIONS AS CONSTRUCTEDJuly 24, 2026PRINT DATE:

VERT. SCALE:

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T_GEN NOTES.DWG

HORIZ. SCALE:

PROJECT NO./CODE

Suite 205 Golden, CO 80401

722 Washington Ave

PROJECT NO.:

OF

City of Wheat Ridge 7500 W. 29th Ave.

Wheat Ridge, CO 80033 Phone: 303-205-7600

25-029B

100% PLANS

NOT FOR CONSTRUCTION GENERAL NOTES

1 1GEN 3

JB

RM

N/AN/A

PROJECT 08

NUMBERS

STRUCTURE

NO REVISIONS:

REVISED:

VOID: SHEET SUBSET:

DETAILER:

DESIGNER:

SHEET NUMBER:SUBSET SHEETS:

INIT.COMMENTSDATE:

SHEET REVISIONS AS CONSTRUCTEDJuly 24, 2026PRINT DATE:

VERT. SCALE:

FILE NAME:

UNIT INFORMATION

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T_QTY.DWG

HORIZ. SCALE:

PROJECT NO./CODE

Suite 205 Golden, CO 80401

722 Washington Ave

PROJECT NO.:

OF

City of Wheat Ridge 7500 W. 29th Ave.

Wheat Ridge, CO 80033 Phone: 303-205-7600

25-029B

100% PLANS

NOT FOR CONSTRUCTION SUMMARY OF APPROXIMATE QUANTITIES

1 1SOQ 4

JB

RM

NO REVISIONS:

REVISED:

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SHEET NUMBER:SUBSET SHEETS:

INIT.COMMENTSDATE:

SHEET REVISIONS AS CONSTRUCTEDJuly 24, 2026PRINT DATE:

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FILE NAME:

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T_SRV08_B2503001.DWG

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PROJECT NO./CODE

Suite 400 Denver, CO 80204

1525 Raleigh St

PROJECT NO.:

OF

City of Wheat Ridge 7500 W. 29th Ave.

Wheat Ridge, CO 80033 Phone: 303-205-7600

25-029B

100% PLANS

NOT FOR CONSTRUCTION SURVEY CONTROL PLAN

1 1SRV 5

MRE

MRE

N/A1"=100'

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W 26TH AVE HCL STA: 118+55.64

END CONSTRUCTION

POE:119+00.00W 26TH AVEW 26TH AVE HCL

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POB: 100+00.00 W 26TH AVE HCL

W 26TH AVE HCL STA: 100+72.31

BEGIN CONSTRUCTION

L1 L2

GEOMETRIC CONTROL LAYOUT

1 1GEO 6

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N/A1"=80'

PROJECT 08

W 26TH AVE HCL

NO. STATION NORTHING EASTING LENGTH LENGTH/CHORD BEARING DELTA TANGENT RADIUS

L1 100+00.00 107+00.00

699996.33 699995.79

107114.10

107814.14 700.00' S89°57'19.13"E

L2 107+00.00 112+00.00

699995.79 699999.61

107814.14

108314.09 500.00' N89°33'41.59"E

L3 112+00.00 119+00.00

699999.61 700009.60

108314.09

109014.07 700.00' N89°10'56.52"E

SCALE IN FEET

0' 80'40'

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UNIT INFORMATION

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T_GEOMETRIC CONTROL.DWG

HORIZ. SCALE:

PROJECT NO./CODE

Suite 205 Golden, CO 80401

722 Washington Ave

PROJECT NO.:

OF

City of Wheat Ridge 7500 W. 29th Ave.

Wheat Ridge, CO 80033 Phone: 303-205-7600

25-029B

6" CONCRETE SIDEWALK

6" ABC (CLASS 6)

SUBGRADE COMPACTED TO MINIMUM DENSITY PER

SOIL CLASSIFICATION, CDOT SECTION 203.07

CONCRETE SIDEWALK & CURB RAMP

SECTION

TACK COAT BETWEEN LIFTS

(CSS-1H)

(INCIDENTAL)

3" HMA (GRADING S) (75) (PG 64-22)

6" ABC (CLASS 6) 1

SUBGRADE COMPACTED TO MINIMUM DENSITY PER

SOIL CLASSIFICATION, CDOT SECTION 203.07

FULL DEPTH HMA PATCH

SECTION

9"

4" HMA (GRADING S) (75) (PG 64-22)

2" HMA (GRADING SX) (75) (PG 64-22)

END CONDITIONS

CURB TYPE 2 (SECTION B) (8 INCH)

(SEE DETAIL)

INTEGRAL WITH CONCRETE SIDEWALK

CUT & FILL

PEDESTRIAN CURB

STA. 110+62.91 TO STA. 111+66.53

INSERTION POINT

INSERTION POINT

4:1 TYP(3:1 MAX)

4:1

4:1 TYP(3:1 MAX)

CURB TYPE 2

(SECTION B) (8 INCH)

DETAIL

R 1 12"

8"

6"

R 18" TO 14"

1 14"

6"

CONCRETE

SIDEWALK

10.0'

TRAVEL LANE

6.0'

SIDEWALK

PAID AS

CONCRETE

SIDEWALK

(6 INCH)

(26.7' - 41.4')VARIES

EX PAVEMENT

W 26TH AVE

HCL

EX

ROWTCE

W 26TH AVE

STA. 100+72.31 TO STA. 115+60.14

STA. 117+62.01 TO STA. 118+55.64

±13'

EX TRAVEL LANE

PAID AS VERTICAL

CURB AND GUTTER

VERTICAL CURB WITH SIDEWALK

(WR STD. DTL. C-D02 & SEE

CONCRETE SIDEWALK SECTION)

END CONDITION INSERTION POINT

(SEE END CONDITIONS)

2.0%

MAX.

2.5'VARIES

2.0'

BUFFER

1.5%

10.0'

TRAVEL LANE

6.0'

SIDEWALK

PAID AS

CONCRETE

SIDEWALK

(6 INCH)

(26.7' - 41.4')VARIES

EX PAVEMENT

W 26TH AVE

HCL

EX

ROWTCE

W 26TH AVE

STA. 115+60.14 TO STA. 117+62.01

±13'

EX TRAVEL LANE 2.5'VARIES

END CONDITION INSERTION POINT

(SEE END CONDITIONS)

VERTICAL CURB & GUTTER

(WR STD. DTL. C-D01)

FULL DEPTH HMA PATCH

(SEE SECTION)

FULL DEPTH HMA PATCH

(SEE SECTION)

1.5'

BIKE BUFFER4.5'

BIKE LANE

1.5'

BIKE BUFFER4.5'

BIKE LANE

MEDIAN COVER MATERIAL

(6 INCH PATTERNED CONCRETE)

(WR STD. DTL. C-G02)

2.0%

2.0%

TYPICAL SECTIONS

1 1TYP 7

JB

RM

N/AN/A

PROJECT 08

NOT TO SCALE

PLACE TOPSOIL (6" MIN) UPON COMPLETION OF FINAL GRADING.

NUMBERS

STRUCTURE

NO REVISIONS:

REVISED:

VOID: SHEET SUBSET:

DETAILER:

DESIGNER:

SHEET NUMBER:SUBSET SHEETS:

INIT.COMMENTSDATE:

SHEET REVISIONS AS CONSTRUCTEDJuly 24, 2026PRINT DATE:

VERT. SCALE:

FILE NAME:

UNIT INFORMATION

D W

G

W :\P ro je ct s\

\C E0

- 2 6t h Av e Si de w al k

G ap

W he at rid ge

C O

\p la ns \T

_T

YP

IC

AL

.d

R : a ro ba in a

D

AT

E:

J ul

4, :1

EF

S:

X

R

EF

-T ne ct

E ng in ee rin g_ lo go

_1 -c ol or

T_TYPICAL.DWG

HORIZ. SCALE:

PROJECT NO./CODE

Suite 205 Golden, CO 80401

722 Washington Ave

PROJECT NO.:

OF

City of Wheat Ridge 7500 W. 29th Ave.

Wheat Ridge, CO 80033 Phone: 303-205-7600

25-029B

100% PLANS

NOT FOR CONSTRUCTION

1 THICKNESSES SHOWN ARE MINIMUMS.

CONTRACTOR SHALL MATCH EXISTING

THICKNESSES OR THE MINIMUMS SHOWN,

WHICHEVER IS GREATER.

ABBREVIATIONS

TCE = TEMPORARY CONSTRUCTION EASEMENT

ROW = RIGHT OF WAY

CHISLED CROSS

AS NOTED

IRR

MLB

FOV

WV

WMMLB

WM

WV

30MPH

IRR

WV

STOP

WV

WV

WV WV

T

LTP MLB

12"

WM

BU

BU

BU

BU

BU

BU

BU

BU

BU BU

BU

BU

BU

23" 36"

RESET MAILBOX

STRUCTURE (1 EA)

RESET FENCE (82 LF)

W 26TH AVE HCLW 26TH AVE

O

AK

S

T EX. ROW

(TYP.)

SAWCUT (TYP.)

ADJUST WATER

VALVE BOX (1 EA)

ADJUST WATER

METER (1 EA)

ADJUST WATER

VALVE BOX (1 EA)

ADJUST WATER

METER (1 EA)

RELOCATE IRRIGATION

VALVE BOX (1 EA)

REMOVAL OF CURB AND

GUTTER (106 LF)

STA: 103+92.96, 25.50' L

STA: 103+12.89, 25.42' L

TCE (TYP.)

PROPERTY LINE (TYP.) RESET MAILBOX

STRUCTURE (1 EA)

ADJUST FIBER OPTIC

VAULT (1 EA)

APPROXIMATE LOCATION OF EXIST. FIBER OPTIC,

CONTRACTOR SHALL USE CAUTION

NAIL AND DISK "OLSSON CNTL"

IRR

MLB

IRR

WV

MLB

T

IRR

MLBMLB

IRR

WM

IRR

IRR

8" 20"

BU

8"

WM

BU

BU

BU

12"BU

BU

BU

BU

BU 8"

6" 6"

6"6" 6"

6" BU

42" 43" 43"

D

RESET MAILBOX

STRUCTURE (1 EA)

RESET MAILBOX

STRUCTURE (1 EA)

RESET MAILBOX

STRUCTURE (1 EA)

W 26TH AVE HCL W 26TH AVE

EX. ROW

(TYP.)

SAWCUT (TYP.)

ADJUST WATER VALVE BOX

(1 EA)

RELOCATE IRRIGATION

VALVE BOX (1 EA)

ADJUST TELEPHONE

MANHOLE (1 EA)

RELOCATE IRRIGATION

VALVE BOX (1 EA)

RELOCATE IRRIGATION

VALVE BOX (1 EA)

REMOVAL OF

WALL (8 LF)

STA: 108+31.28, 17.64' L

STA: 108+35.69, 21.50' L

TCE (TYP.)

PROPERTY LINE (TYP.)

REMOVAL OF BOLLARD

(1 EA) (INCIDENTAL)

REMOVAL OF BUSH

(1 EA) (INCIDENTAL)

REMOVAL OF BUSH

(2 EA) (INCIDENTAL)

APPROXIMATE LOCATION OF EXIST. FIBER OPTIC,

CONTRACTOR SHALL USE CAUTION

REMOVAL OF

PIPE (21 LF)

STA: 107+92.78, 30.06' L

STA: 108+12.89, 31.87' L

REMOVAL PLAN

1 3REM 8

JB

RM

N/A1"=30'

PROJECT 08

NUMBERS

STRUCTURE

NO REVISIONS:

REVISED:

VOID: SHEET SUBSET:

DETAILER:

DESIGNER:

SHEET NUMBER:SUBSET SHEETS:

INIT.COMMENTSDATE:

SHEET REVISIONS AS CONSTRUCTEDJuly 24, 2026PRINT DATE:

VERT. SCALE:

FILE NAME:

UNIT INFORMATION

D W

G

W :\P ro je ct s\

\C E0

- 2 6t h Av e Si de w al k

G ap

W he at rid ge

C O

\p la ns \T

_P

LA

N R

D _R

EM

O

VA

L0

1.

R : a ro ba in a

D

AT

E:

J ul

4, :1

EF

S:

X

R

EF

-T ne ct

E ng in ee rin g_ lo go

_1 -c

EF

-A

LG

N R

TO

PO

_A

BN

D

Y0 8_

A2

EF

-D

SG

N R

D

_R

EM

O

VA

EF

-P

TT

N

_R

EM

O

EF

-D

SG

N R

EF

-D

SG

N R

D

_T

EF

-E

XI

ST

IN

G

P

AV

M

EN

T M

AR

KI

N G

S

EF

-E

XI

ST

U

TI

LI

TI

ES

T_PLANRD_REMOVAL01.DWG

HORIZ. SCALE:

PROJECT NO./CODE

Suite 205 Golden, CO 80401

722 Washington Ave

PROJECT NO.:

OF

City of Wheat Ridge 7500 W. 29th Ave.

Wheat Ridge, CO 80033 Phone: 303-205-7600

25-029B

100% PLANS

NOT FOR CONSTRUCTION

REMOVAL LEGEND

REMOVAL OF

ASPHALT MAT

REMOVAL OF

SIDEWALK

REMOVAL OF

CONCRETE PAVEMENT

REMOVAL OF

CURB AND GUTTER

REMOVAL OF PIPE

REMOVAL OF WALL

REMOVAL OF FENCE

RESET FENCE

REMOVAL OF PAVEMENT

MARKING

NOTES

1. SEE SIDEWALK PLAN AND DETAILS FOR LIMITS OF CONSTRUCTION AND RESET LOCATIONS.

2. SEE SIGNING & STRIPING PLANS FOR ADDITIONAL RESETS AND REMOVALS.

3. CONTRACTOR TO REMOVE PAVEMENT, SIDEWALK AND CURB & GUTTER TO THE NEAREST JOINT AND REPLACE FULL

CONCRETE PANELS TO THE GREATEST EXTENT FEASIBLE.

4. ANY EXISTING FEATURES NOT SPECIFICALLY NOTED FOR REMOVAL SHALL BE PROTECTED IN PLACE. ANY DAMAGE TO

EXISTING FEATURES NOT NOTED FOR REMOVAL SHALL BE RESTORED TO THE PRE-PROJECT CONDITION OR BETTER AT

THE CONTRACTOR'S EXPENSE.

5. SAWCUTTING WILL NOT BE PAID SEPARATELY AND IS INCIDENTAL TO THE WORK.

6. CONTRACTOR SHALL EXERCISE EXTREME CAUSE WHEN EXCAVATING NEAR TREES AND SHRUBS AND SHALL CONTACT

THE CITY OF CRITICAL ROOTS (>1" DIAMETER WITHIN DRIPLINE) ARE ENCOUNTERED PRIOR TO CUTTING.\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \

SCALE IN FEET

0' 30'15'

M

AT

C H

LI

N

E

ST

A.

+0

M

AT

C

H

LI

N E

ST

A.

+4

M

AT

C H

LI

N

E

ST

A.

+0

SCALE IN FEET

0' 30'15'

WV

25MPH

STOP

MLB

FOV

MLB

WM

BU6"

BU BU

4" BU BU BU BU BU BU

BU

60"

4" BU

12"

BU

BU

23"

BU

P-OHP-OHP-OHP-OHP-OH

RESET MAILBOX

STRUCTURE (1 EA)

REMOVAL OF WALL (25 LF)

W 26TH AVE HCLW 26TH AVE

C

IR

C

LE

D R

EX. ROW

(TYP.)

SAWCUT (TYP.)

ADJUST FIBER OPTIC

VAULT (1 EA)

ADJUST WATER

VALVE BOX (1 EA)

STA: 111+89.74, 31.82' L

PROPERTY LINE (TYP.)

STA: 111+66.53, 26.80' L

STA: 110+43.07, 34.10' L

STA: 110+57.90, 33.44' L

RESET FENCE (15 LF)

REMOVAL OF BOLLARD

(1 EA) (INCIDENTAL)

REMOVAL OF BOLLARD

(1 EA) (INCIDENTAL)

APPROXIMATE LOCATION OF EXIST. FIBER OPTIC,

CONTRACTOR SHALL USE CAUTION

TCE (TYP.)

REMOVAL OF BUSH (2 EA) (INCIDENTAL)

REMOVAL OF BUSH (1 EA) (INCIDENTAL)

MLBIRR

WV

WV

W

STOP

WV

35MPH

W

TP

WWV

ARROW LEFT ARROW RIGHT ARROW LEFT ARROW RIGHT

12" 8"

15"

15"

15"

BU

BU

BU

20"

20" 36"

30"

BU

P-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OH

25MPH RESET MAILBOX

STRUCTURE (1 EA)

W 26TH AVE HCLW 26TH AVE

SK

YL

IN

E

D R

EX. ROW

(TYP.)

SAWCUT (TYP.)

ADJUST WATER

VALVE BOX (2 EA)

REMOVAL OF BUSH

(1 EA) (INCIDENTAL)

REMOVAL OF BUSH

(1 EA) (INCIDENTAL)

RELOCATE IRRIGATION

VALVE BOX (1 EA)

ADJUST WATER

MANHOLE (1 EA)

PROPERTY LINE (TYP.)

REMOVAL OF

BOLLARD (1 EA)

(INCIDENTAL)

REMOVAL OF BOLLARD

(1 EA) (INCIDENTAL)

APPROXIMATE LOCATION OF EXIST. FIBER OPTIC,

CONTRACTOR SHALL USE CAUTION

REMOVAL PLAN

2 3REM 9

JB

RM

N/A1"=30'

PROJECT 08

NUMBERS

STRUCTURE

NO REVISIONS:

REVISED:

VOID: SHEET SUBSET:

DETAILER:

DESIGNER:

SHEET NUMBER:SUBSET SHEETS:

INIT.COMMENTSDATE:

SHEET REVISIONS AS CONSTRUCTEDJuly 24, 2026PRINT DATE:

VERT. SCALE:

FILE NAME:

UNIT INFORMATION

D W

G

W :\P ro je ct s\

\C E0

- 2 6t h Av e Si de w al k

G ap

W he at rid ge

C O

\p la ns \T

_P

LA

N R

D _R

EM

O

VA

L0

1.

R : a ro ba in a

D

AT

E:

J ul

4, :1

EF

S:

X

R

EF

-T ne ct

E ng in ee rin g_ lo go

_1 -c

EF

-A

LG

N R

TO

PO

_A

BN

D

Y0 8_

A2

EF

-D

SG

N R

D

_R

EM

O

EF

-P

TT

N

_R

EM

O

EF

-D

SG

N R

EF

-D

SG

N R

D

_T

EF

-E

XI

ST

IN

G

P

AV

M

EN

T M

AR

KI

N

EF

-E

XI

ST

U

TI

LI

TI

ES

T_PLANRD_REMOVAL01.DWG

HORIZ. SCALE:

PROJECT NO./CODE

Suite 205 Golden, CO 80401

722 Washington Ave

PROJECT NO.:

OF

City of Wheat Ridge 7500 W. 29th Ave.

Wheat Ridge, CO 80033 Phone: 303-205-7600

25-029B

100% PLANS

NOT FOR CONSTRUCTION

REMOVAL LEGEND

REMOVAL OF

ASPHALT MAT

REMOVAL OF

SIDEWALK

REMOVAL OF

CONCRETE PAVEMENT

REMOVAL OF

CURB AND GUTTER

REMOVAL OF PIPE

REMOVAL OF WALL

REMOVAL OF FENCE

RESET FENCE

REMOVAL OF PAVEMENT

MARKING

NOTES

1. SEE SIDEWALK PLAN AND DETAILS FOR LIMITS OF CONSTRUCTION AND RESET LOCATIONS.

2. SEE SIGNING & STRIPING PLANS FOR ADDITIONAL RESETS AND REMOVALS.

3. CONTRACTOR TO REMOVE PAVEMENT, SIDEWALK AND CURB & GUTTER TO THE NEAREST JOINT AND REPLACE FULL

CONCRETE PANELS TO THE GREATEST EXTENT FEASIBLE.

4. ANY EXISTING FEATURES NOT SPECIFICALLY NOTED FOR REMOVAL SHALL BE PROTECTED IN PLACE. ANY DAMAGE TO

EXISTING FEATURES NOT NOTED FOR REMOVAL SHALL BE RESTORED TO THE PRE-PROJECT CONDITION OR BETTER AT

THE CONTRACTOR'S EXPENSE.

5. SAWCUTTING WILL NOT BE PAID SEPARATELY AND IS INCIDENTAL TO THE WORK.

6. CONTRACTOR SHALL EXERCISE EXTREME CAUSE WHEN EXCAVATING NEAR TREES AND SHRUBS AND SHALL CONTACT

THE CITY OF CRITICAL ROOTS (>1" DIAMETER WITHIN DRIPLINE) ARE ENCOUNTERED PRIOR TO CUTTING.\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \

M

AT

C H

LI

N

E

ST

A.

+8

M

AT

C

H

LI

N E

ST

A.

+2

M

AT

C H

LI

N

E

ST

A.

+8

M

AT

C

H

LI

N E

ST

A.

+4

SCALE IN FEET

0' 30'15'

NAIL AND DISK "OLSSON CNTL"

WV

WV

FOVTP

IRRMLB

WV

WV

WV

WV

4"

IRRIRR

4"LTP

C

EV

T

WV WV

WV

BU

P-OHP-OHP-OHP-OHP-OHP-OHP-OH

SD

RESET MAILBOX

STRUCTURE (1 EA)

W 26TH AVE

PA

R

AM

O U

N T

PK

W

Y

W 26TH AVE HCL

EX. ROW

(TYP.)

SAWCUT (TYP.)

RELOCATE IRRIGATION

VALVE BOX (1 EA)

ADJUST WATER

VALVE BOX (1 EA)

APPROXIMATE LOCATION OF EXIST. FIBER OPTIC,

CONTRACTOR SHALL USE CAUTION

ADJUST TELEPHONE

PEDESTAL (1 EA)

ADJUST FIBER OPTIC

VAULT (1 EA)

RESET FENCE (55 LF)

STA: 118+13.29, 34.13' L STA: 118+43.15, 59.16' L

REMOVAL PLAN

3 3REM 10

JB

RM

N/A1"=30'

PROJECT 08

NUMBERS

STRUCTURE

NO REVISIONS:

REVISED:

VOID: SHEET SUBSET:

DETAILER:

DESIGNER:

SHEET NUMBER:SUBSET SHEETS:

INIT.COMMENTSDATE:

SHEET REVISIONS AS CONSTRUCTEDJuly 24, 2026PRINT DATE:

VERT. SCALE:

FILE NAME:

UNIT INFORMATION

D W

G

W :\P ro je ct s\

\C E0

- 2 6t h Av e Si de w al k

G ap

W he at rid ge

C O

\p la ns \T

_P

LA

N R

D _R

EM

O

VA

L0

1.

R : a ro ba in a

D

AT

E:

J ul

4, :1

EF

S:

X

R

EF

-T ne ct

E ng in ee rin g_ lo go

_1 -c

EF

-A

LG

N R

TO

PO

_A

BN

D

Y0 8_

A2

EF

-D

SG

N R

D

_R

EM

O

EF

-P

TT

N

_R

EM

O

EF

-D

SG

N R

EF

-D

SG

N R

D

_T

EF

-E

XI

ST

IN

G

P

AV

M

EN

T M

AR

KI

N

EF

-E

XI

ST

U

TI

LI

TI

ES

T_PLANRD_REMOVAL01.DWG

HORIZ. SCALE:

PROJECT NO./CODE

Suite 205 Golden, CO 80401

722 Washington Ave

PROJECT NO.:

OF

City of Wheat Ridge 7500 W. 29th Ave.

Wheat Ridge, CO 80033 Phone: 303-205-7600

25-029B

100% PLANS

NOT FOR CONSTRUCTION

REMOVAL LEGEND

REMOVAL OF

ASPHALT MAT

REMOVAL OF

SIDEWALK

REMOVAL OF

CONCRETE PAVEMENT

REMOVAL OF

CURB AND GUTTER

REMOVAL OF PIPE

REMOVAL OF WALL

REMOVAL OF FENCE

RESET FENCE

REMOVAL OF PAVEMENT

MARKING

NOTES

1. SEE SIDEWALK PLAN AND DETAILS FOR LIMITS OF CONSTRUCTION AND RESET LOCATIONS.

2. SEE SIGNING & STRIPING PLANS FOR ADDITIONAL RESETS AND REMOVALS.

3. CONTRACTOR TO REMOVE PAVEMENT, SIDEWALK AND CURB & GUTTER TO THE NEAREST JOINT AND REPLACE FULL

CONCRETE PANELS TO THE GREATEST EXTENT FEASIBLE.

4. ANY EXISTING FEATURES NOT SPECIFICALLY NOTED FOR REMOVAL SHALL BE PROTECTED IN PLACE. ANY DAMAGE TO

EXISTING FEATURES NOT NOTED FOR REMOVAL SHALL BE RESTORED TO THE PRE-PROJECT CONDITION OR BETTER AT

THE CONTRACTOR'S EXPENSE.

5. SAWCUTTING WILL NOT BE PAID SEPARATELY AND IS INCIDENTAL TO THE WORK.

6. CONTRACTOR SHALL EXERCISE EXTREME CAUSE WHEN EXCAVATING NEAR TREES AND SHRUBS AND SHALL CONTACT

THE CITY OF CRITICAL ROOTS (>1" DIAMETER WITHIN DRIPLINE) ARE ENCOUNTERED PRIOR TO CUTTING.\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \

SCALE IN FEET

0' 30'15'

M

AT

C H

LI

N

E

ST

A.

+2

IRR

MLB

FOV

WV

WMMLB

WM

WV

30MPH

IRR

WV

STOP

WV

WV

WV WV

T

LTP MLB

12"

WM

BU

BU

BU

BU

BU

BU

BU

BU BU

BU

BU

BU

23" 36"

V

W 26TH AVE HCLW 26TH AVE

O

AK

S T

PROP. 6' x 8'

CONCRETE

BOARDING PAD

EX. ROW

(TYP.)

RESET MAILBOX

STA: 101+90.48, 26.00' L

SAWCUT (TYP.)

40.0'2.0' 2.0'

DW - A1 DW - A2

DW - A3

DW - B1

PROPERTY LINE (TYP.) TCE (TYP.)

STA: 100+72.31, 16.69' L

EL= MATCH EXIST.

STA: 100+79.31, 0.00'

EL= MATCH EXIST.

STA: 101+19.31, 0.00'

EL= MATCH EXIST.

STA: 100+77.31, 15.99' L

EL= 5580.66

STA: 101+21.31, 16.00' L

EL= 5581.13

STA: 101+29.51, 16.00' L

EL= 5581.24

STA: 101+35.51, 16.00' L

EL= 5581.33

STA: 101+47.19, 16.00' L

EL= 5581.67

STA: 101+53.19, 16.00' L

EL= 5581.64

STA: 101+73.13, 16.00' L

EL= 5581.97

STA: 101+79.13, 16.00' L

EL= 5582.12

STA: 102+27.88, 16.00' L

EL= 5583.94

STA: 102+21.88, 16.00' L

EL= 5583.63

STA: 101+98.39, 16.00' L

EL= 5582.73

STA: 101+92.39, 16.00' L

EL= 5582.47

STA: 103+16.01, 16.00' L

EL= 5587.24

STA: 103+10.01, 16.00' L

EL= 5586.98

STA: 102+63.49, 16.00' L

EL= 5585.14

STA: 102+57.49, 16.00' L

EL= 5584.92

STA: 103+66.01, 16.00' L

EL= 5590.57

STA: 100+77.31, 24.50' L

EL= 5581.11

STA: 100+79.31, 26.50' L

EL= 5581.15

STA: 103+18.51, 26.00' L

STA: 103+92.98, 26.00' L

RESET MAILBOX

STA: 103+17.51, 26.00' L

RESET FENCE

DW - B1

6.

0'

.0

4.

5'

RELOCATED

IRRIGATION

VALVE BOX

IRR

MLB

IRR

WV

MLB

T

IRR

MLBMLB

IRR

WM

IRR

IRR

8" 20"

BU

8"

WM

BU

BU

BU

12"BU

BU

BU

BU

BU 8"

6" 6"

6"6" 6"

6" BU

42" 43" 43"

D

MH

V

W 26TH AVE HCL W 26TH AVE

EX. ROW

(TYP.)

RESET MAILBOX

STA: 105+17.95, 26.00' L

RESET MAILBOX

STA: 106+54.78, 26.00' L

RESET MAILBOX

STA: 107+11.89, 26.05' L

SAWCUT (TYP.)

DW - A4 DW - A5 DW - A6

DW - A7

DW - A8

DW - A9

PROPERTY LINE (TYP.)

TCE (TYP.)

C

STA: 104+16.01, 16.00' L

EL= 5593.81

STA: 104+89.34, 16.00' L

EL= 5598.67

STA: 104+83.34, 16.00' L

EL= 5598.24

STA: 104+59.34, 16.00' L

EL= 5596.59

STA: 104+53.34, 16.00' L

EL= 5596.19

STA: 105+49.34, 16.00' L

EL= 5601.51

STA: 105+43.34, 16.00' L

EL= 5601.45

STA: 105+26.34, 16.00' L

EL= 5600.98

STA: 105+20.34, 16.00' L

EL= 5600.76

STA: 106+00.93, 16.00' L

EL= 5602.15

STA: 105+94.93, 16.00' L

EL= 5602.12

STA: 105+84.93, 16.00' L

EL= 5602.06

STA: 105+78.93, 16.00' L

EL= 5602.02

STA: 106+49.53, 16.00' L

EL= 5601.42

STA: 106+43.53, 16.00' L

EL= 5601.61

STA: 106+19.53, 16.00' L

EL= 5602.10

STA: 106+13.53, 16.00' L

EL= 5602.14

.0

6.

0'

STA: 106+83.34, 16.00' L

EL= 5600.52

STA: 107+44.28, 16.00' L

EL= 5598.67

STA: 107+38.28, 16.00' L

EL= 5598.87

STA: 107+23.28, 16.00' L

EL= 5599.38

STA: 107+17.28, 16.00' L

EL= 5599.61

STA: 108+19.24, 16.00' L

EL= 5596.70

STA: 108+09.24, 16.00' L

EL= 5596.88

STA: 107+95.24, 16.00' L

EL= 5597.33

STA: 107+85.24, 16.03' L

EL= 5597.51

D4.

5'

RELOCATED IRRIGATION

VALVE BOX

RELOCATED

IRRIGATION

VALVE BOX

RELOCATED

IRRIGATION

VALVE BOX

STA: 104+53.88, 34.50' L

EL= MATCH EXIST.

STA: 104+88.47, 34.50' L

EL= MATCH EXIST.

SIDEWALK PLAN

1 3PLN 11

JB

RM

N/A1"=30'

PROJECT 08

NUMBERS

STRUCTURE

NO REVISIONS:

REVISED:

VOID: SHEET SUBSET:

DETAILER:

DESIGNER:

SHEET NUMBER:SUBSET SHEETS:

INIT.COMMENTSDATE:

SHEET REVISIONS AS CONSTRUCTEDJuly 24, 2026PRINT DATE:

VERT. SCALE:

FILE NAME:

UNIT INFORMATION

D W

G

W :\P ro je ct s\

\C E0

- 2 6t h Av e Si de w al k

G ap

W he at rid ge

C O

\p la ns \T

_P

LA

N R

D _S

ID

EW

AL

K0

1.

R : a ro ba in a

D

AT

E:

J ul

4, :1

EF

S:

X

R

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-T ne ct

E ng in ee rin g_ lo go

_1 -c

EF

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LG

N R

TO

PO

_A

BN

D

Y0 8_

A2

EF

-D

SG

N R

D

_T

EF

-D

SG

N

R

EF

-E

XI

ST

U

TI

LI

TI

ES

6-

-2

2_ T_

PU

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B2

EF

-D

SG

N R

D

_G R

AD

EL

IN

EF

-P

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N

T_PLANRD_SIDEWALK01.DWG

HORIZ. SCALE:

PROJECT NO./CODE

Suite 205 Golden, CO 80401

722 Washington Ave

PROJECT NO.:

OF

City of Wheat Ridge 7500 W. 29th Ave.

Wheat Ridge, CO 80033 Phone: 303-205-7600

25-029B

100% PLANS

NOT FOR CONSTRUCTION

M

AT

C H

LI

N

E

ST

A.

+0

M

AT

C

H

LI

N E

ST

A.

+4

M

AT

C H

LI

N

E

ST

A.

+0

SCALE IN FEET

0' 30'15'

SCALE IN FEET

0' 30'15'

ROADWAY LEGEND

FULL DEPTH HMA PATCH

(SEE TYPICAL SECTIONS)

HIGH-EARLY STRENGTH

CONC PVMT (6") ON

ABC (CLASS 6) (6")

HIGH EARLY STRENGTH

CONCRETE (11") (PER RTD STD.

DTL. SD-C104)

CONCRETE SIDEWALK

(SEE TYPICAL SECTIONS)

CONCRETE CURB RAMP

(SEE TYPICAL SECTIONS)

MEDIAN COVER MATL

(6" PATT CONC)

RESET DRIVEWAY GRAVEL (1")

ABC (CLASS 6) (1")

WR VERTICAL C&G

CURB & GUTTER TYPE 2

SECTION IB (PER CDOT

STD. DTL. M-608-1)

ALLEY CURB HEAD

(PER CITY & COUNTY OF

DENVER STD. DTL. 10.4)

CURB TYPE 2 (SECTION B) (8")

(SEE TYPICAL SECTIONS)

GRADING LIMITV

C

D

B

NOTES

1. STATION AND OFFSET CALLOUTS ARE RELATIVE TO THE W 26TH AVE HCL.

2. SEE SIDEWALK AND CURB RAMP DETAILS FOR ADDITIONAL GEOMETRIC AND ELEVATION INFORMATION.

3. SEE DRAINAGE PLAN FOR ADDITIONAL INFORMATION ON PROPOSED PIPE AND STRUCTURES.

4. RESET ITEMS ARE SHOWN AT NEW LOCATIONS. SEE REMOVAL PLAN FOR EXISTING LOCATIONS.

5. FENCES SHALL BE RESET IN PLACE UNLESS LOCATED WITHIN EXISTING ROW; IN THAT CASE, FENCES SHALL BE

INSTALLED 1' OUTSIDE OF EXISTING ROW.

6. MAILBOXES IDENTIFIED FOR RESET SHALL BE RESET TO PRE-PROJECT CONDITION AND SHALL BE LOCATED SUCH THAT

THE MAILBOX DOES NOT ENCROACH INTO THE SIDEWALK, ROADWAY, OR DRIVEWAY. STATION AND OFFSET CALLOUTS

REFER TO THE CENTER OF POST BUT SHALL BE FIELD VERIFIED.

7. SEE TYPICAL SECTIONS FOR MONOLITHIC CURB, GUTTER, AND SIDEWALK APPLICATIONS.

STOP

MLB

FOV

MLB

WM

BU6"

BU BU

4" BU BU BU BU BU BU

BU

60"

4" BU

12"

BU

BU

23"

BU

P-OHP-OHP-OHP-OHP-OH

V V

W 26TH AVE HCL

W 26TH AVE

C

IR

C

LE

D R

R1 5.

0'

PROP. 6' x 8' CONCRETE

BOARDING PAD

STA: 110+97.83, 16.00' L

EL= 5589.78

EX. ROW

(TYP.)

R15.0'

RESET MAILBOX

STA: 109+55.31, 26.00' L

.0

6.

0'

SAWCUT (TYP.)

5.

5'

5.

5'

40.0' 2.0'2.0'

DW - A10 DW - A11

DW - A12

7.

3'

B

TCE (TYP.)

PROPERTY LINE (TYP.)

STA: 110+99.83, 0.00'

EL= MATCH EXIST.

STA: 111+39.83, 0.00'

EL= MATCH EXIST.

STA: 109+03.21, 16.00' L

EL= 5594.31

STA: 108+79.21, 16.00' L

EL= 5594.84

STA: 108+73.21, 16.00' L

EL= 5594.92

STA: 108+45.24, 16.00' L

EL= 5595.78

STA: 109+09.21, 16.00' L

EL= 5594.09

STA: 109+34.38, 16.00' L

EL= 5593.58

STA: 110+12.25, 16.00' L

EL= 5591.93

STA: 110+06.25, 16.00' L

EL= 5592.06

STA: 109+82.25, 16.00' L

EL= 5592.70

STA: 109+75.80, 16.00' L

EL= 5592.98

STA: 109+63.80, 16.00' L

EL= 5593.00

6.

0'

.0

STA: 110+62.91, 16.00' L

EL= 5590.88

STA: 110+56.91, 16.00' L

EL= 5591.04

STA: 110+43.91, 16.00' L

EL= 5591.33

STA: 110+37.91, 16.00' L

EL= 5591.46

STA: 110+62.91, 25.75' L

EL= 5591.35

STA: 111+41.83, 16.00' L

EL= 5588.38

STA: 111+62.70, 18.50' L

EL= 5587.76

STA: 111+66.53, 25.75' L

EL= 5587.84

STA: 111+76.62, 30.00' L

EL= 5587.67

STA: 111+87.13, 30.00' L

EL= 5586.93

STA: 112+11.65, 16.00' L

EL= 5586.15

STA: 112+11.65, 24.00' L

EL= 5586.38

STA: 111+89.55, 16.00' L

EL= 5586.87

STA: 111+89.49, 24.00' L

EL= 5586.87

STA: 112+13.96, 30.00' L

EL= 5586.31

STA: 112+40.13, 16.00' L

EL= 5585.33

STA: 112+24.47, 30.00' L

EL= 5586.34

5.0' 5.0'

STA: 110+43.07, 34.10' L

STA: 110+57.90, 33.44' L

4.

5' 4.

5'

2.0' 2.0'

RESET FENCE

STA: 109+16.10, 40.28' L

EL= MATCH EXIST.

STA: 110+23.13, 38.89' L

EL= MATCH EXIST.

STA: 110+99.83, 25.75' L

EL= 5590.24

MLBIRR

WV

WV

W

STOP

WV

35MPH

W

TP

WWV

ARROW LEFT ARROW RIGHT ARROW LEFT ARROW RIGHT

12" 8"

15"

15"

15"

BU

BU

BU

20"

20" 36"

30"

BU

P-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OH

25MPH

V V

W 26TH AVE HCLW 26TH AVE

SK

YL

IN

E

D R

R20.0' R20.0'

EX. ROW

(TYP.)

RESET MAILBOX

STA: 116+52.94, 28.00' L

.0

6.

0'

SAWCUT (TYP.)

2.

0'

DW - A13PROPERTY LINE (TYP.)

STA: 112+90.13, 16.00' L

EL= 5583.88

STA: 113+40.13, 16.00' L

EL= 5582.45

STA: 113+90.13, 16.00' L

EL= 5581.17

STA: 114+40.13, 16.00' L

EL= 5580.41

STA: 114+90.13, 16.00' L

EL= 5579.54

STA: 115+26.87, 26.50' L

EL= 5579.05

STA: 115+16.26, 26.50' L

EL= 5579.29

STA: 115+70.76, 26.50' L

EL= 5578.86

STA: 115+60.14, 26.50' L

EL= 5578.37

STA: 115+96.89, 16.00' L

EL= 5578.34

STA: 116+96.63, 16.00' L

EL= 5577.94

STA: 116+90.63, 16.00' L

EL= 5577.96

STA: 116+66.63, 16.00' L

EL= 5578.06

STA: 116+60.63, 16.00' L

EL= 5578.08

STA: 116+46.89, 16.00' L

EL= 5578.28

5.0' 5.0'

4.

5' 6.

0'

.0

4.

5'

2.0'

RELOCATED

IRRIGATION

VALVE BOX

SWALE FLOWLINE

STA: 115+00.85, 26.75' L

EL= 5579.00

STA: 115+17.65, 43.26' L

EL= 5578.69

SIDEWALK PLAN

2 3PLN 12

JB

RM

N/A1"=30'

PROJECT 08

NUMBERS

STRUCTURE

NO REVISIONS:

REVISED:

VOID: SHEET SUBSET:

DETAILER:

DESIGNER:

SHEET NUMBER:SUBSET SHEETS:

INIT.COMMENTSDATE:

SHEET REVISIONS AS CONSTRUCTEDJuly 24, 2026PRINT DATE:

VERT. SCALE:

FILE NAME:

UNIT INFORMATION

D W

G

W :\P ro je ct s\

\C E0

- 2 6t h Av e Si de w al k

G ap

W he at rid ge

C O

\p la ns \T

_P

LA

N R

D _S

ID

EW

AL

K0

1.

R : a ro ba in a

D

AT

E:

J ul

4, :1

EF

S:

X

R

EF

-T ne ct

E ng in ee rin g_ lo go

_1 -c

EF

-A

LG

N R

TO

PO

_A

BN

D

Y0 8_

A2

EF

-D

SG

N R

D

_T

EF

-D

SG

N

R

EF

-E

XI

ST

U

TI

LI

-2

2_ T_

PU

TI

L0 8_

B2

EF

-D

SG

N R

D

_G R

AD

EL

EF

-P

TT

N

T_PLANRD_SIDEWALK01.DWG

HORIZ. SCALE:

PROJECT NO./CODE

Suite 205 Golden, CO 80401

722 Washington Ave

PROJECT NO.:

OF

City of Wheat Ridge 7500 W. 29th Ave.

Wheat Ridge, CO 80033 Phone: 303-205-7600

25-029B

100% PLANS

NOT FOR CONSTRUCTION

M

AT

C H

LI

N

E

ST

A.

+8

M

AT

C

H

LI

N E

ST

A.

+2

M

AT

C H

LI

N

E

ST

A.

+8

M

AT

C

H

LI

N E

ST

A.

+4

SCALE IN FEET

0' 30'15'

SCALE IN FEET

0' 30'15'

ROADWAY LEGEND

FULL DEPTH HMA PATCH

(SEE TYPICAL SECTIONS)

HIGH-EARLY STRENGTH

CONC PVMT (6") ON

ABC (CLASS 6) (6")

HIGH EARLY STRENGTH

CONCRETE (11") (PER RTD STD.

DTL. SD-C104)

CONCRETE SIDEWALK

(SEE TYPICAL SECTIONS)

CONCRETE CURB RAMP

(SEE TYPICAL SECTIONS)

MEDIAN COVER MATL

(6" PATT CONC)

RESET DRIVEWAY GRAVEL (1")

ABC (CLASS 6) (1")

WR VERTICAL C&G

CURB & GUTTER TYPE 2

SECTION IB (PER CDOT

STD. DTL. M-608-1)

ALLEY CURB HEAD

(PER CITY & COUNTY OF

DENVER STD. DTL. 10.4)

CURB TYPE 2 (SECTION B) (8")

(SEE TYPICAL SECTIONS)

GRADING LIMITV

C

D

B

NOTES

1. STATION AND OFFSET CALLOUTS ARE RELATIVE TO THE W 26TH AVE HCL.

2. SEE SIDEWALK AND CURB RAMP DETAILS FOR ADDITIONAL GEOMETRIC AND ELEVATION INFORMATION.

3. SEE DRAINAGE PLAN FOR ADDITIONAL INFORMATION ON PROPOSED PIPE AND STRUCTURES.

4. RESET ITEMS ARE SHOWN AT NEW LOCATIONS. SEE REMOVAL PLAN FOR EXISTING LOCATIONS.

5. FENCES SHALL BE RESET IN PLACE UNLESS LOCATED WITHIN EXISTING ROW; IN THAT CASE, FENCES SHALL BE

INSTALLED 1' OUTSIDE OF EXISTING ROW.

6. MAILBOXES IDENTIFIED FOR RESET SHALL BE RESET TO PRE-PROJECT CONDITION AND SHALL BE LOCATED SUCH THAT

THE MAILBOX DOES NOT ENCROACH INTO THE SIDEWALK, ROADWAY, OR DRIVEWAY. STATION AND OFFSET CALLOUTS

WV

FOVTP

IRRMLB

WV

WV

WV

WV

4"

IRRIRR

4"LTP

C

EV

T

WV WV

WV

BU

P-OHP-OHP-OHP-OHP-OHP-OHP-OH

SD

V

V

W 26TH AVE

PA

R

AM

O U

N T

PK

W

Y

W 26TH AVE HCL

EX. ROW

(TYP.)

RESET MAILBOX

STA: 117+89.69, 26.00' L

.0

6.

0'

SAWCUT (TYP.)

DW - A14

R15.0'

STA: 118+55.64, 11.50' L

EL= MATCH EXIST.

STA: 117+62.01, 16.00' L

EL= 5577.68

STA: 117+56.01, 16.00' L

EL= 5577.70

STA: 117+32.01, 16.00' L

EL= 5577.80

STA: 117+26.01, 16.00' L

EL= 5577.82

STA: 118+36.89, 16.00' L

EL= 5577.38

STA: 117+99.45, 16.00' L

EL= 5577.53

STA: 118+43.95, 29.24' L

EL= 5577.93

STA: 118+13.29, 34.13' L

STA: 118+51.55, 47.00' L

EL= 5576.50

STA: 118+45.05, 47.00' L

EL= 5577.13

STA: 118+51.85, 25.02' L

EL= 5576.98

4.

5'

2.0'

RELOCATED IRRIGATION

VALVE BOX

STA: 118+43.15, 59.16' L

RESET FENCE

SIDEWALK PLAN

3 3PLN 13

JB

RM

N/A1"=30'

PROJECT 08

NUMBERS

STRUCTURE

NO REVISIONS:

REVISED:

VOID: SHEET SUBSET:

DETAILER:

DESIGNER:

SHEET NUMBER:SUBSET SHEETS:

INIT.COMMENTSDATE:

SHEET REVISIONS AS CONSTRUCTEDJuly 24, 2026PRINT DATE:

VERT. SCALE:

FILE NAME:

UNIT INFORMATION

D W

G

W :\P ro je ct s\

\C E0

- 2 6t h Av e Si de w al k

G ap

W he at rid ge

C O

\p la ns \T

_P

LA

N R

D _S

ID

EW

AL

K0

1.

R : a ro ba in a

D

AT

E:

J ul

4, :1

EF

S:

X

R

EF

-T ne ct

E ng in ee rin g_ lo go

_1 -c

EF

-A

LG

N R

TO

PO

_A

BN

D

Y0 8_

A2

EF

-D

SG

N R

D

_T

EF

-D

SG

N

R

EF

-E

XI

ST

U

TI

LI

-2

2_ T_

PU

TI

L0 8_

B2

EF

-D

SG

N R

D

_G R

AD

EL

EF

-P

TT

N

T_PLANRD_SIDEWALK01.DWG

HORIZ. SCALE:

PROJECT NO./CODE

Suite 205 Golden, CO 80401

722 Washington Ave

PROJECT NO.:

OF

City of Wheat Ridge 7500 W. 29th Ave.

Wheat Ridge, CO 80033 Phone: 303-205-7600

25-029B

100% PLANS

NOT FOR CONSTRUCTION

M

AT

C H

LI

N

E

ST

A.

+2

SCALE IN FEET

0' 30'15'

ROADWAY LEGEND

FULL DEPTH HMA PATCH

(SEE TYPICAL SECTIONS)

HIGH-EARLY STRENGTH

CONC PVMT (6") ON

ABC (CLASS 6) (6")

HIGH EARLY STRENGTH

CONCRETE (11") (PER RTD STD.

DTL. SD-C104)

CONCRETE SIDEWALK

(SEE TYPICAL SECTIONS)

CONCRETE CURB RAMP

(SEE TYPICAL SECTIONS)

MEDIAN COVER MATL

(6" PATT CONC)

RESET DRIVEWAY GRAVEL (1")

ABC (CLASS 6) (1")

WR VERTICAL C&G

CURB & GUTTER TYPE 2

SECTION IB (PER CDOT

STD. DTL. M-608-1)

ALLEY CURB HEAD

(PER CITY & COUNTY OF

DENVER STD. DTL. 10.4)

CURB TYPE 2 (SECTION B) (8")

(SEE TYPICAL SECTIONS)

GRADING LIMITV

C

D

B

NOTES

1. STATION AND OFFSET CALLOUTS ARE RELATIVE TO THE W 26TH AVE HCL.

2. SEE SIDEWALK AND CURB RAMP DETAILS FOR ADDITIONAL GEOMETRIC AND ELEVATION INFORMATION.

3. SEE DRAINAGE PLAN FOR ADDITIONAL INFORMATION ON PROPOSED PIPE AND STRUCTURES.

4. RESET ITEMS ARE SHOWN AT NEW LOCATIONS. SEE REMOVAL PLAN FOR EXISTING LOCATIONS.

5. FENCES SHALL BE RESET IN PLACE UNLESS LOCATED WITHIN EXISTING ROW; IN THAT CASE, FENCES SHALL BE

INSTALLED 1' OUTSIDE OF EXISTING ROW.

6. MAILBOXES IDENTIFIED FOR RESET SHALL BE RESET TO PRE-PROJECT CONDITION AND SHALL BE LOCATED SUCH THAT

THE MAILBOX DOES NOT ENCROACH INTO THE SIDEWALK, ROADWAY, OR DRIVEWAY. STATION AND OFFSET CALLOUTS

DRIVEWAY WIDTH SHOWN ON PLANS

2%

2% 12:1

12:1

6' 6'

2%

6' 6'

A

A

2%2%

12:1

6'

6'

CONCRETE

SIDEWALK

SIDEWALK WIDTH

SHOWN ON PLANS

DRIVEWAY

ENTRANCE

SIDEWALK

(TYP.)

DRIVEWAY

TAPER (TYP.)

6' 6'

CONCRETE CURB

AND GUTTER

CONCRETE DRIVEWAY ENTRANCE TYPE 1

SLOPE VARIES

SECTION A-A

DRIVEWAY TRANSITION

SHOWN ON PLANS

SIDEWALK WIDTH

SHOWN ON PLAN S

VARIES

6" 6" CURB & GUTTER

EXISTING

DRIVEWAY

2% MAX

P1 P2 P3

P4

P5 P6

CENTER

DRIVEWAY DETAILS

1 3DTL 14

JB

RM

N/AN/A

PROJECT 08

NUMBERS

STRUCTURE

NO REVISIONS:

REVISED:

VOID: SHEET SUBSET:

DETAILER:

DESIGNER:

SHEET NUMBER:SUBSET SHEETS:

INIT.COMMENTSDATE:

SHEET REVISIONS AS CONSTRUCTEDJuly 24, 2026PRINT DATE:

VERT. SCALE:

FILE NAME:

UNIT INFORMATION

D W

G

W :\P ro je ct s\

\C E0

- 2 6t h Av e Si de w al k

G ap

W he at rid ge

C O

\p la ns \T

_D R

IV

EW

AY

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AI

LS

.d

R

: a ro ba in a D

AT

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J ul

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S:

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-A

LG

N

R

TO

PO

_A

EF

-D

SG

N R

D

T_DRIVEWAY DETAILS.DWG

HORIZ. SCALE:

PROJECT NO./CODE

Suite 205 Golden, CO 80401

722 Washington Ave

PROJECT NO.:

OF

City of Wheat Ridge 7500 W. 29th Ave.

Wheat Ridge, CO 80033 Phone: 303-205-7600

25-029B

6' DRIVEWAY WIDTH

SHOW IN PLANS

6'

B

B

2%2%2%2%2%

SLOPE VARIES

12:1 12:1

SIDEWALK WIDTH

SHOWN ON PLANS

CONCRETE

PEDESTRIAN CURB (TYP.)

(WHEN SPECIFIED IN PLANS)

CONCRETE

SIDEWALK

CONCRETE CURB

AND GUTTER

PER CDOT STD M-609-1

CONCRETE DRIVEWAY ENTRANCE TYPE 2 SECTION B-B

DRIVEWAY TRANSITION

SHOWN ON PLANS

SIDEWALK WIDTH

SHOWN ON PLAN S

VARIES

6" 6" CURB & GUTTER

EXISTING

DRIVEWAY

2% MAX

C1P2 P4

P3

P1

P5

P7

P6

P8

DRIVEWAY DETAILS

2 3DTL 15

JB

RM

N/AN/A

PROJECT 08

NUMBERS

STRUCTURE

NO REVISIONS:

REVISED:

VOID: SHEET SUBSET:

DETAILER:

DESIGNER:

SHEET NUMBER:SUBSET SHEETS:

INIT.COMMENTSDATE:

SHEET REVISIONS AS CONSTRUCTEDJuly 24, 2026PRINT DATE:

VERT. SCALE:

FILE NAME:

UNIT INFORMATION

D W

G

W :\P ro je ct s\

\C E0

- 2 6t h Av e Si de w al k

G ap

W he at rid ge

C O

\p la ns \T

_D R

IV

EW

AY

D

ET

AI

LS

.d

R

: a ro ba in a D

AT

E:

J ul

4, :1

EF

S:

X R

EF

-T ne ct E ng in ee rin g_ lo go _1

-c

EF

-A

LG

N

R

TO

PO

_A

EF

-D

SG

N R

D

T_DRIVEWAY DETAILS.DWG

HORIZ. SCALE:

PROJECT NO./CODE

Suite 205 Golden, CO 80401

722 Washington Ave

PROJECT NO.:

OF

City of Wheat Ridge 7500 W. 29th Ave.

Wheat Ridge, CO 80033 Phone: 303-205-7600

25-029B

6' 17' 10.5'

C

2% 2%2%2%

SLOPE VARIES

12:1 6'

SECTION C-C

DRIVEWAY TRANSITION

SHOWN ON PLANS

SIDEWALK WIDTH

SHOWN ON PLAN S

VARIES

6" 6" CURB & GUTTER

EXISTING

DRIVEWAY

2% MAX

CONCRETE DRIVEWAY ENTRANCE TYPE 3 (MODIFIED)

6'

C

C

2%2%2% 2%

SLOPE VARIES

12:1 6'

CONCRETE

PEDESTRIAN CURB (TYP.)

(WHEN SPECIFIED IN PLANS)

CONCRETE

SIDEWALK

CONCRETE CURB

AND GUTTER

19'

C1P2

P4

P5

P6 P3

P1

C2

P7

P8

P9 P10 P11 P12

NUMBERS

STRUCTURE

NO REVISIONS:

REVISED:

VOID: SHEET SUBSET:

DETAILER:

DESIGNER:

SHEET NUMBER:SUBSET SHEETS:

INIT.COMMENTSDATE:

SHEET REVISIONS AS CONSTRUCTEDJuly 24, 2026PRINT DATE:

VERT. SCALE:

FILE NAME:

UNIT INFORMATION

D W

G

W :\P ro je ct s\

\C E0

- 2 6t h Av e Si de w al k

G ap

W he at rid ge

C O

\p la ns \T

_D R

IV

EW

AY

D

ET

AI

LS

.d

R

: a ro ba in a D

AT

E:

J ul

4, :1

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S:

X R

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-T ne ct E ng in ee rin g_ lo go _1

-c

EF

-A

LG

N

R

TO

PO

_A

EF

-D

SG

N R

D

T_DRIVEWAY DETAILS.DWG

HORIZ. SCALE:

PROJECT NO./CODE

Suite 205 Golden, CO 80401

722 Washington Ave

PROJECT NO.:

OF

City of Wheat Ridge 7500 W. 29th Ave.

Wheat Ridge, CO 80033 Phone: 303-205-7600

25-029B

100% PLANS

NOT FOR CONSTRUCTION DRIVEWAY DETAILS

3 3DTL 16

JB

RM

FOV

MLB

WM

IRR

12"

43"

43"

60"

4"

SD

STA: 108+25.20, 24.50' L

EL= 5596.85

W 26TH AVE

SAWCUT

W 26TH AVE HCL

DW - A9

DW - A10

R 1.0'

R 1.0'R

1.

0'R 1.

0'

3.7' 31.6'16.4'

5.5'5.0'

EX. ROW

PROPERTY LINE (TYP.)

4.

0'

TCE (TYP.)

VC

D

V

STA: 108+19.24, 16.00' L

EL= 5596.70

STA: 108+73.38, 16.00' L

EL= 5594.91

STA: 108+45.20, 18.00' L

EL= 5595.99

STA: 108+40.19, 17.00' L

EL= 5595.85STA: 108+30.20, 17.00' L

EL= 5596.16

STA: 108+25.20, 18.00' L

EL= 5596.23

STA: 108+73.21, 27.03' L

EL= 5595.48

STA: 108+41.64, 24.50' L

EL= 5596.34

STA: 108+35.69, 21.50' L

EL= 5596.41

STA: 108+30.20, 21.50' L

EL= 5596.61

STA: 108+32.94, 16.00' L

EL= 5596.16

6.

0'

8.

0'

2.3'

SIDEWALK DETAILS

1 1DTL 17

JB

RM

N/A1"=10'

PROJECT 08

NUMBERS

STRUCTURE

NO REVISIONS:

REVISED:

VOID: SHEET SUBSET:

DETAILER:

DESIGNER:

SHEET NUMBER:SUBSET SHEETS:

INIT.COMMENTSDATE:

SHEET REVISIONS AS CONSTRUCTEDJuly 24, 2026PRINT DATE:

VERT. SCALE:

FILE NAME:

UNIT INFORMATION

D W

G

W :\P ro je ct s\

\C E0

- 2 6t h Av e Si de w al k

G ap

W he at rid ge

C O

\p la ns \T

_S

ID

EW

AL

K D

ET

AI

LS

.d

R

: a ro ba in a D

AT

E:

J ul

4, :1

EF

S:

X R

EF

-T ne ct E ng in ee rin g_ lo go _1

-c

EF

-A

LG

N

R

TO

PO

_A

BN

D Y0

8_ A2

EF

-D

SG

N

R

EF

-D

SG

N

R D

_T

EF

-P

-2

2_ T_

PU

TI

L0 8_

B2

T_SIDEWALK DETAILS.DWG

HORIZ. SCALE:

PROJECT NO./CODE

Suite 205 Golden, CO 80401

722 Washington Ave

PROJECT NO.:

OF

City of Wheat Ridge 7500 W. 29th Ave.

Wheat Ridge, CO 80033 Phone: 303-205-7600

25-029B

100% PLANS

NOT FOR CONSTRUCTION

SCALE IN FEET

0' 10'5'

ROADWAY LEGEND

FULL DEPTH HMA PATCH

(SEE TYPICAL SECTIONS)

CONC PVMT (6") ON

ABC (CLASS 6) (6")

CONCRETE SIDEWALK

(SEE TYPICAL SECTIONS)

WR VERTICAL C&G

CURB & GUTTER TYPE 2

SECTION IB (PER CDOT

STD. DTL. M-608-1)

ALLEY CURB HEAD

(PER CITY & COUNTY OF

DENVER STD. DTL. 10.4)

V

C

D

NOTES

1. STATION AND OFFSET CALLOUTS ARE RELATIVE TO THE W 26TH AVE HCL.

2. SEE TYPICAL SECTIONS FOR MONOLITHIC CURB, GUTTER, AND SIDEWALK APPLICATIONS.

3. SEE SIDEWALK PLAN FOR PAY LIMITS

MLB

BU

P-OHP-OHP-OHP-OH

2.

M

AX

2.

M

AX

2.

M

AX

2.

M

AX

8.30%

MAX.

8.30%

MAX.

6.0' 6.0' 6.5' 24.0' 6.0'

6.

0'

PED CURB (TYP.)

H = 4" AT LANDING

STA: 109+63.80, 16.00' L

EL= 5593.00

STA: 109+69.80, 16.00' L

EL= 5593.18

STA: 109+75.80, 16.00' L

EL= 5592.98

STA: 109+82.25, 16.00' L

EL= 5592.70

STA: 110+12.25, 16.00' L

EL= 5591.93

STA: 110+06.25, 16.00' L

EL= 5592.06

W 26TH AVEW 26TH AVE HCL

SAWCUT (TYP.)

EX. ROW

TCE

STA: 110+12.25, 18.50' L

EL= 5592.26

STA: 110+06.25, 18.50' L

EL= 5592.06

STA: 109+82.25, 18.50' L

EL= 5592.70

STA: 109+75.80, 18.50' L

EL= 5592.92

STA: 109+69.80, 18.50' L

EL= 5593.13

STA: 109+63.80, 18.50' L

EL= 5593.33

PROPERTY LINE

CURB RAMP DETAILS

1 4RMP 18

JB

RM

N/A1"=10'

PROJECT 08

NUMBERS

STRUCTURE

NO REVISIONS:

REVISED:

VOID: SHEET SUBSET:

DETAILER:

DESIGNER:

SHEET NUMBER:SUBSET SHEETS:

INIT.COMMENTSDATE:

SHEET REVISIONS AS CONSTRUCTEDJuly 24, 2026PRINT DATE:

VERT. SCALE:

FILE NAME:

UNIT INFORMATION

D W

G

W :\P ro je ct s\

\C E0

- 2 6t h Av e Si de w al k

G ap

W he at rid ge

C O

\p la ns \T

_C U

R B

R

AM

P D

ET

AI

LS

.d

R

: a ro ba in a D

AT

E:

J ul

4, :1

EF

S:

X R

EF

-T ne ct E ng in ee rin g_ lo go _1

-c

EF

-A

LG

N

R

TO

PO

_A

BN

D Y0

8_ A2

EF

-D

SG

N

R

EF

-P

TT

N

_C

U R

B_ R

AM

P

EF

-D

SG

N R

D

_T C

E

T_CURB RAMP DETAILS.DWG

HORIZ. SCALE:

PROJECT NO./CODE

Suite 205 Golden, CO 80401

722 Washington Ave

PROJECT NO.:

OF

City of Wheat Ridge 7500 W. 29th Ave.

Wheat Ridge, CO 80033 Phone: 303-205-7600

25-029B

100% PLANS

NOT FOR CONSTRUCTION

SCALE IN FEET

0' 10'5'

CURB RAMP LEGEND

SIDEWALK

(5% MAX RUNNING SLOPE,

2% MAX XSLOPE)

RAMP

(12:1 MAX RUNNING SLOPE,

2% TYP. MAX XSLOPE)

LANDING - 4'X4' MIN AREA

(2% MAX SLOPE PARALLEL TO RAMP,

LESS THAN RAMP XSLOPE PERPENDICULAR TO RAMP)

GUTTER

(5% MAX SLOPE)

NOTES

1. SEE SIDEWALK PLAN FOR PAY LIMITS.

2. GUTTER SLOPE TRANSITIONS SHALL OCCUR

OVER A LENGTH OF 5' MINIMUM AND MAINTAIN

0.5% FLOWLINE SLOPE MINIMUM.

ABBREVIATIONS

M.E. = MATCH EXISTING

F.L. = FLOWLINE

S.W. = SIDEWALK

T.R. = TOP OF RAMP

B.R. = BOTTOM OF RAMP

PED = PEDESTRIAN

XSLOPE = CROSS SLOPE

W 26TH AVE SIGNALIZED CROSSWALK

STA: 112+29.47, 24.00' L

EL= 5585.93

WV

25MPH

STOP

BU

BU

23"

BU

P-OHP-OHP-OHP-OHP-OHP-OH

STA: 112+09.65, 26.00' L

EL= 5586.45

STA: 111+91.48, 26.00' L

EL= 5586.88

7.

3'

5.0' 7.2' 2.8' 5.0'7.2'2.8'

EX. ROW

EX. ROW

W 26TH AVEW 26TH AVE HCL

SAWCUT (TYP.)

C

IR

C

LE

D R

PED CURB (TYP.)

H = 4" AT LANDING

8.30%

MAX.

8.30%

MAX. 2.

M

AX

2.

M

AX

2.

M

AX

2.

M

AX

8.

0'

4.

0'

2.0' 22.0' 2.0'

8.0' CROSS PAN

(PER WR STD. DTL. C-B02)

STA: 111+89.55, 16.00' L

EL= 5586.87

STA: 112+11.65, 16.00' L

EL= 5586.15

STA: 111+86.62, 30.00' L

EL= 5586.89

STA: 111+87.13, 30.00' L

EL= 5586.93

STA: 112+13.96, 30.00' L

EL= 5586.31

STA: 112+11.91, 43.11' L

EL= 5587.20

STA: 112+09.65, 43.11' L

EL= MATCH EXIST.

STA: 111+91.37, 43.11' L

EL= MATCH EXIST.

STA: 111+88.87, 43.11' L

EL= 5587.87

STA: 112+28.65, 18.00' L

EL= 5585.53

R15.0' R15 .0'

6.

0'

2.

0'

5.0'5.0'

2.

0'

STA: 111+72.43, 18.00' L

EL= 5587.19

STA: 111+66.53, 25.75' L

EL= 5587.84

STA: 111+69.96, 18.50' L

EL= 5587.51

STA: 111+76.62, 24.00' L

EL= 5587.51

STA: 111+84.43, 24.00' L

EL= 5587.09

STA: 111+83.80, 24.00' L

EL= 5587.11

STA: 111+76.87, 43.11' L

EL= 5588.35

STA: 112+22.15, 43.11' L

EL= 5587.65

STA: 112+17.29, 24.00' L

EL= 5586.44

STA: 112+16.65, 24.00' L

EL= 5586.46

STA: 112+14.47, 30.00' L

EL= 5586.48

STA: 112+42.70, 18.50' L

EL= 5585.33

STA: 112+51.04, 24.50' L

EL= 5585.27

STA: 112+33.88, 29.04' L

EL= 5585.87

CROSS PAN F.L.

(TYP.)

6.

0'

6.

0'

STA: 112+17.15, 43.11' L

EL= 5587.57

STA: 111+76.90, 38.11' L

EL= 5588.03

STA: 112+22.15, 38.11' L

EL= 5587.15

STA: 112+17.15, 35.66' L

EL= 5587.08

STA: 111+72.89, 24.00' L

EL= 5587.64

STA: 112+24.47, 24.00' L

EL= 5586.16

CURB RAMP DETAILS

2 4RMP 19

JB

RM

N/A1"=10'

PROJECT 08

NUMBERS

STRUCTURE

NO REVISIONS:

REVISED:

VOID: SHEET SUBSET:

DETAILER:

DESIGNER:

SHEET NUMBER:SUBSET SHEETS:

INIT.COMMENTSDATE:

SHEET REVISIONS AS CONSTRUCTEDJuly 24, 2026PRINT DATE:

VERT. SCALE:

FILE NAME:

UNIT INFORMATION

D W

G

W :\P ro je ct s\

\C E0

- 2 6t h Av e Si de w al k

G ap

W he at rid ge

C O

\p la ns \T

_C U

R B

R

AM

P D

ET

AI

LS

.d

R

: a ro ba in a D

AT

E:

J ul

4, :1

EF

S:

X R

EF

-T ne ct E ng in ee rin g_ lo go _1

-c

EF

-A

LG

N

R

TO

PO

_A

BN

D Y0

8_ A2

EF

-D

SG

N

R

EF

-P

TT

N

_C

U R

B_ R

EF

-D

SG

N R

D

_T C

E

T_CURB RAMP DETAILS.DWG

HORIZ. SCALE:

PROJECT NO./CODE

Suite 205 Golden, CO 80401

722 Washington Ave

PROJECT NO.:

OF

City of Wheat Ridge 7500 W. 29th Ave.

Wheat Ridge, CO 80033 Phone: 303-205-7600

25-029B

100% PLANS

NOT FOR CONSTRUCTION

SCALE IN FEET

0' 10'5'

CURB RAMP LEGEND

SIDEWALK

(5% MAX RUNNING SLOPE,

2% MAX XSLOPE)

RAMP

(12:1 MAX RUNNING SLOPE,

2% TYP. MAX XSLOPE)

LANDING - 4'X4' MIN AREA

(2% MAX SLOPE PARALLEL TO RAMP,

LESS THAN RAMP XSLOPE PERPENDICULAR TO RAMP)

GUTTER

(5% MAX SLOPE)

NOTES

1. SEE SIDEWALK PLAN FOR PAY LIMITS.

2. GUTTER SLOPE TRANSITIONS SHALL OCCUR

OVER A LENGTH OF 5' MINIMUM AND MAINTAIN

0.5% FLOWLINE SLOPE MINIMUM.

ABBREVIATIONS

M.E. = MATCH EXISTING

F.L. = FLOWLINE

S.W. = SIDEWALK

T.R. = TOP OF RAMP

B.R. = BOTTOM OF RAMP

PED = PEDESTRIAN

W 26TH AVE AND CIRCLE DR INTERSECTION

W

STOP

WV

15"

15"

15"

BU

BU

BU

20"

P-OHP-OHP-OHP-OHP-OHP-OH

25MPH

6.

0'

6.

0'

6.

0' 6.

0'

5.0' 5.0' 5.0' 5.0' 5.0'5.0'

EX. ROW

EX. ROW

W 26TH AVEW 26TH AVE HCL

SAWCUT (TYP.)

SK

YL

IN

E

D R

PED CURB (TYP.)

H = 4" AT LANDING

8.30%

MAX.

8.30%

MAX.

2.

M

AX

2.

M

AX

2.

M

AX

2.

M

AX

22.0' 2.0'2.0'

STA: 115+52.51, 11.50' L

EL= MATCH EXIST.

STA: 115+34.51, 11.50' L

EL= MATCH EXIST.

STA: 115+10.51, 16.00' L

EL= 5579.00

STA: 115+76.51, 16.00' L

EL= 5578.42

STA: 115+03.89, 18.50' L

EL= 5579.35

STA: 115+11.26, 20.50' L

EL= 5579.33

STA: 115+20.19, 20.50' L

EL= 5579.08

STA: 115+19.11, 20.50' L

EL= 5579.10

STA: 115+26.87, 26.50' L

EL= 5579.05

STA: 115+26.26, 26.50' L

EL= 5579.12

STA: 115+11.26, 26.50' L

EL=…