Project_4_-_Parfet_Street_-_Plans.pdf

PDF 11 MB Posted Aug 13, 2026

Attached to: Sidewalk Gap Construction
Solicitation number: 26-44
Issued by: Jefferson County, Weston CDP, Colorado

About this file

Written by GovTribe AI · Aug 18, 2026

This file consists of comprehensive construction plans for Project 4 - Parfet Street Sidewalk Gap Improvements in Wheat Ridge, Colorado, prepared by the City of Wheat Ridge in partnership with Jefferson County. The project encompasses sidewalk construction along Parfet Street from 35th Avenue to the 3550 Parfet Street address, spanning 380.75 linear feet of roadway improvements. The construction documents include 16 sheets of detailed plans featuring standard construction details, general notes, geometric control layouts, typical sections, removal and sidewalk plans, curb ramp details, drainage details, signing and striping plans, and erosion control measures. Key contract items total approximately 181 square yards of concrete sidewalk, 119 square yards of concrete pavement, 233 tons of aggregate base course, 95 tons of hot mix asphalt patching, 50 linear feet of 15-inch reinforced concrete pipe, 26 linear feet of 18-inch reinforced concrete pipe, 34 square yards of concrete curb ramps, and 413 linear feet of vertical curb and gutter. Additional items include removal of existing asphalt mat (383 square yards), concrete pavement (66 square yards), sidewalk (6 square yards), curb and gutter (40 linear feet), drainage structures, landscape restoration, and comprehensive erosion control measures.

The plans incorporate standard City of Wheat Ridge construction details and comply with CDOT standard specifications and plans as applicable. Traffic control operations are restricted to 7:00 AM to 5:00 PM on local streets, with minimum temporary lane widths of ten feet unless otherwise approved. The contractor must submit a construction schedule at the pre-construction meeting with updates every ten working days and furnish as-constructed drawings upon project completion. Utility coordination is mandatory, with the contractor responsible for contacting the Utility Notification Center of Colorado at least 48 hours prior to construction. The project includes provisions for subgrade preparation, compaction testing, dewatering, and sediment control measures in accordance with Mile High Flood District construction best management practices. The contractor is responsible for all utility relocations support, landscape restoration, clearing and grubbing, and maintaining cleanliness on affected local roadways throughout the construction period.

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PROJECT AREA

END PROJECT

104+37.15

BEGIN PROJECT

100+56.40

35TH AVE

32ND AVE

38TH AVE

S T

NUMBERS

STRUCTURE

NO REVISIONS:

REVISED:

VOID: SHEET SUBSET:

DETAILER:

DESIGNER:

SHEET NUMBER:SUBSET SHEETS:

INIT.COMMENTSDATE:

SHEET REVISIONS AS CONSTRUCTEDMay 19, 2026PRINT DATE:

VERT. SCALE:

FILE NAME:

UNIT INFORMATION

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L1 a_ B2

T_TTL1A_B2503001.DWG

HORIZ. SCALE:

PROJECT NO./CODE

Suite 400 Denver, CO 80204

1525 Raleigh St

PROJECT NO.:

City of Wheat Ridge 7500 W. 29th Ave.

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

25-029B

100% PLANS

NOT FOR CONSTRUCTION COVER SHEET

1 1TTL 1

ZBD

BSW

N/AN/A

PROJECT 04

100% PLANS

5/19/26

VICINITY MAP

SCALE IN FEET

1000' 2000'500'0'

CITY OF WHEAT RIDGE

PROJECT 4 - PARFET ST, 35TH AVE TO 3550 PARFET ST

SIDEWALK GAP PROGRAM

JEFFERSON COUNTY

CITY PROJECT NO. 25-029B

MAY 2026 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 REMOVAL PLAN

9 SIDEWALK PLAN

10 SIDEWALK DETAILS

11 CURB RAMP DETAILS

12-14 DRAINAGE DETAILS

15 SIGNING AND STRIPING PLAN

16 EROSION CONTROL PLAN

DESIGN DATA PARFET ST

ROADWAY CLASSIFICATION LOCAL RESIDENTIAL

POSTED SPEED 25 MPH

ROADWAY CROSS SLOPE VARIES (0.5% TO 3.7%)

MAX. ROADWAY GRADE MATCH EX. (9.0%)

MIN. ROADWAY GRADE MATCH EX. (1.0%)

CLEAR ZONE (W/ CURB & GUTTER) 4' (W/ VERT. CURB)

TABULATION OF LENGTH & DESIGN DATA

STATION

LINEAR FEET

ROADWAY

PARFET ST

380.75

BEGIN ROADWAY

STA. 100+56.40

END ROADWAY

STA. 104+37.15

TOTAL 380.75

SUMMARY OF PROJECT LENGTH FEET

ROADWAY (NET LENGTH) 380.75

STRUCTURE (NET LENGTH) -

PROJECT GROSS LENGTH 380.75

NUMBERS

STRUCTURE

NO REVISIONS:

REVISED:

VOID: SHEET SUBSET:

DETAILER:

DESIGNER:

SHEET NUMBER:SUBSET SHEETS:

INIT.COMMENTSDATE:

SHEET REVISIONS AS CONSTRUCTEDMay 19, 2026PRINT DATE:

VERT. SCALE:

FILE NAME:

UNIT INFORMATION

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T_GEN1A(02)_B2503001.DWG

HORIZ. SCALE:

PROJECT NO./CODE

Suite 400 Denver, CO 80204

1525 Raleigh St

PROJECT NO.:

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

ZBD

BSW

N/AN/A

PROJECT 04

CITY OF WHEAT RIDGE

STANDARD CONSTRUCTION DETAILS

DETAIL DESCRIPTION

APPROVED/

UPDATED

DATE

C-A01 DETACHED SIDEWALK 07/08/19

C-D01 VERTICAL CURB & GUTTER (CS) SECTION 06/2007

C-D02 VERTICAL CURB WITH SIDEWALK (CS) 7/8/2019

C-G02 PATTERN CONCRETE 01/2019

S-E01 HOT MIX ASPHALT 10/2016

T-A01 SAMPLE SIGNING & STRIPING 06/2007

T-E01 SIGN BASE DETAIL 06/2007

U-B01 NON-RIGID PIPE TRENCH BACKFILL 10/2016

U-B02 RIGID PIPE TRENCH BACKFILL 10/2016

U-C01 WR CURB INLET (SINGLE) 10/2016

U-C02 WR CURB INLET (DOUBLE) 10/2016

CDOT M&S STANDARD PLANS

PLAN

NO. DESCRIPTION REVISED

DATE

M-100-1 STANDARD SYMBOLS (3 SHEETS) 01/16/26

M-100-2 ACRONYMS AND ABBREVIATIONS (4 SHEETS) 01/16/26

M-603-2 REINFORCED CONCRETE PIPE 01/16/26

M-603-5 POLYVINYL CHLORIDE (PVC) PIPE (AASHTO M304) 01/16/26

M-608-1 CURB RAMPS (10 SHEETS) 01/16/26

M-609-1 CURBS, GUTTERS, AND SIDEWALK (4 SHEETS) 01/16/26

S-630-1

TRAFFIC CONTROLS FOR HIGHWAY CONSTRUCTION (26 SHEETS)

(REVISED ON JANUARY 14, 2026) 01/16/26

S-630-2 BARRICADES, DRUMS, CONCRETE BARRIER (TEMP) AND

VERTICAL PANELS 01/16/26

MILE HIGH FLOOD DISTRICT

CONSTRUCTION BMPS

DETAIL DESCRIPTION DATE

EC-1 SURFACE ROUGHENING (SR) 01/2010

EC-14 WIND EROSION / DUST CONTROL (DC) 01/2010

MM-1 CONCRETE WASHOUT AREA (CWA) 01/2010

MM-2 STOCKPILE MANAGEMENT (SP) (MULTIPLE TYPES) 01/2010

MM-3 GOOD HOUSEKEEPING PRACTICES (GH) 01/2010

SC-2 SEDIMENT CONTROL LOG (SCL) 01/2010

SC-5 ROCK SOCK (RS) 01/2010

SC-6 INLET PROTECTION (IP) (MULTIPLE TYPES) 01/2010

SM-1 CONSTRUCTION PHASING / SEQUENCING (CP) 01/2010

SM-2 PROTECTION OF EXISTING VEGETATION (PV) 01/2010

SM-4 VEHICLE TRACKING CONTROL (VTC) (MULTIPLE TYPES) 01/2010

SM-7 STREET SWEEPING AND VACUUMING (SS) 01/2010

SM-12 PAVING AND GRINDING OPERATIONS (PGO) 01/2010

MY RESPONSIBILITY WITH RESPECT TO

THIS PLAN SHEET IS LIMITED TO THE

SELECTION OF THE STANDARD PLANS

AND DETAILS FOR THIS PROJECT AND A

DETERMINATION THAT THE SELECTION

IS APPROPRIATE FOR THE PROJECT.

NO REVISIONS:

REVISED:

VOID: SHEET SUBSET:

DETAILER:

DESIGNER:

SHEET NUMBER:SUBSET SHEETS:

INIT.COMMENTSDATE:

SHEET REVISIONS AS CONSTRUCTEDMay 19, 2026PRINT DATE:

VERT. SCALE:

FILE NAME:

UNIT INFORMATION

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9, :1

T_GEN1A_B2503001.DWG

HORIZ. SCALE:

PROJECT NO./CODE

Suite 400 Denver, CO 80204

1525 Raleigh St

PROJECT NO.:

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

ZBD

BSW

N/AN/A

PROJECT 04

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.

NO REVISIONS:

REVISED:

VOID: SHEET SUBSET:

DETAILER:

DESIGNER:

SHEET NUMBER:SUBSET SHEETS:

INIT.COMMENTSDATE:

SHEET REVISIONS AS CONSTRUCTEDMay 19, 2026PRINT DATE:

VERT. SCALE:

FILE NAME:

UNIT INFORMATION

D W

1- B\

-D es ig n\ Au to C

\F in al

P la ns \S he et s\ Su bm itt al a\ T_

1a _B

: n st oc k

M ay

9, :1

T_SOQ1A_B2503001.DWG

HORIZ. SCALE:

PROJECT NO./CODE

Suite 400 Denver, CO 80204

1525 Raleigh St

PROJECT NO.:

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

ZBD

BSW

N/AN/A

PROJECT 04

CONTRACT

ITEM NO. CONTRACT ITEM UNIT

PROJECT TOTALS

PLAN AS CONST.

201-00000 CLEARING AND GRUBBING L S 1

202-00026 REMOVAL OF DITCH PAVING SY 37

202-00035 REMOVAL OF PIPE LF 49

202-00200 REMOVAL OF SIDEWALK SY 6

202-00203 REMOVAL OF CURB AND GUTTER LF 40

202-00210 REMOVAL OF CONCRETE PAVEMENT SY 66

202-00220 REMOVAL OF ASPHALT MAT SY 383

202-00250 REMOVAL OF PAVEMENT MARKING SF 48

202-04010 CLEAN INLET EACH 4

203-00010 UNCLASSIFIED EXCAVATION (COMPLETE IN PLACE) CY 160

203-01597 POTHOLING HOUR 12

208-00002 SEDIMENT CONTROL LOG LF 868

208-00035 ROCK SOCK LF 60

208-00146 PRE-FABRICATED CONCRETE WASHOUT STRUCTURE EACH 1

208-00051 INLET PROTECTION (TYPE IP-1) EACH 6

208-00052 INLET PROTECTION (TYPE IP-3) EACH 2

208-00075 PRE-FABRICATED VEHICLE TRACKING PAD EACH 1

208-00103 REMOVAL AND DISPOSAL OF SEDIMENT (LABOR) HOUR 12

208-00105 REMOVAL AND DISPOSAL OF SEDIMENT (EQUIPMENT) HOUR 4

208-00106 SWEEPING (SEDIMENT REMOVAL) HOUR 24

208-00107 REMOVAL OF TRASH HOUR 12

208-00207 EROSION CONTROL MANAGEMENT DAY 3

210-00010 RESET MAILBOX STRUCTURE EACH 2

210-00027 RESET RIPRAP SY 56

210-00301 RESET DRIVEWAY GRAVEL SF 46

210-00810 RESET GROUND SIGN EACH 3

210-01000 RESET FENCE LF 80

210-04050 ADJUST VALVE BOX EACH 4

210-04060 ADJUST WATER METER EACH 3

212-01200 LANDSCAPE RESTORATION L S 1

213-00067 ROCK MULCH (WEED FREE) SF 833

304-06000 AGGREGATE BASE COURSE (CLASS 6) TON 233

403-00720 HOT MIX ASPHALT (PATCHING) (ASPHALT) TON 95

412-00600 CONCRETE PAVEMENT (6 INCH) SY 119

603-01155 15 INCH REINFORCED CONCRETE PIPE (COMPLETE IN PLACE) LF 50

603-01185 18 INCH REINFORCED CONCRETE PIPE (COMPLETE IN PLACE) LF 26

603-50012 12 INCH PLASTIC PIPE LF 15

604-19000 15 INCH DRAIN BASIN WITH DOME GRATE EACH 1

604-19004 WR CURB INLET (SINGLE) EACH 1

604-19005 WR CURB INLET (DOUBLE) EACH 1

608-00006 CONCRETE SIDEWALK (6 INCH) SY 181

608-00010 CONCRETE CURB RAMP SY 34

609-20010 CURB TYPE 2 (SECTION B) (8 INCH) LF 105

609-21020 VERTICAL CURB AND GUTTER LF 413

610-00026 MEDIAN COVER MATERIAL (6 INCH PATTERNED CONCRETE) SF 272

625-00000 CONSTRUCTION SURVEYING L S 1

626-00000 MOBILIZATION L S 1

627-00008 MODIFIED EPOXY PAVEMENT MARKING GAL 1

627-30405 PREFORMED THERMOPLASTIC PAVEMENT MARKING (WORD- SYMBOL) SF 27

627-30410 PREFORMED THERMOPLASTIC PAVEMENT MARKING (XWALK- STOP LINE) SF 184

630-00000 FLAGGING HOUR 20

630-00020 TRAFFIC CONTROL DAY 30

700-70010 F/A MINOR CONTRACT REVISIONS F A 1

700-70380 F/A EROSION CONTROL F A 1

CONTRACT

ITEM NO. CONTRACT ITEM UNIT

PROJECT TOTALS

PLAN AS CONST.

NO REVISIONS:

REVISED:

VOID: SHEET SUBSET:

DETAILER:

DESIGNER:

SHEET NUMBER:SUBSET SHEETS:

INIT.COMMENTSDATE:

SHEET REVISIONS AS CONSTRUCTEDMay 19, 2026PRINT DATE:

VERT. SCALE:

FILE NAME:

UNIT INFORMATION

D W

1- B\

-D es ig n\ Au to C

\F in al

P la ns \S he et s\ Su bm itt al a\

_P ro je ct

_S R

V0 4_

R : n st oc k D

M ay

9, :1

T _P

T_SRV04_B2503001.DWG

HORIZ. SCALE:

PROJECT NO./CODE

Suite 400 Denver, CO 80204

1525 Raleigh St

PROJECT NO.:

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

N/A1"=60'

PROJECT 04

100+00 101+00 102+00 103+00 104+00 105+00 105+21

POB:100+00

POE:105+21

POE:21+75

POB:20+00

35TH AVE HCL

PARFET ST HCL

PARFET ST HCL STA: 100+75.51

35TH AVE HCL STA: 20+00

PARFET ST

PARFET ST HCL STA: 100+56.40

BEGIN CONSTRUCTION

PARFET ST HCL STA: 104+37.15

END CONSTRUCTION

35TH AVE HCL STA: 21+14.06

BEGIN CONSTRUCTION

PARFET ST HCL

NO.

STATION

100+00.00 105+21.00

NORTHING

1703895.4215 1704416.4161

EASTING

3106433.7515 3106431.3925

LENGTH

521.00'

LINE/CHORD BEARING

N0°15'34"W

DELTA TANGENT RADIUS

35TH AVE HCL

NO.

STATION

20+00.00 21+75.00

NORTHING

1703970.9243 1703971.7167

EASTING

3106433.4097 3106608.4079

LENGTH

175.00'

LINE/CHORD BEARING

N89°44'26"E

DELTA TANGENT RADIUS

NUMBERS

STRUCTURE

NO REVISIONS:

REVISED:

VOID: SHEET SUBSET:

DETAILER:

DESIGNER:

SHEET NUMBER:SUBSET SHEETS:

INIT.COMMENTSDATE:

SHEET REVISIONS AS CONSTRUCTEDMay 19, 2026PRINT DATE:

VERT. SCALE:

FILE NAME:

UNIT INFORMATION

D W

1- B\

-D es ig n\ Au to C

\F in al

P la ns \S he et s\ Su bm itt al a\

_P ro je ct

: n st oc k

M ay

9, :1

R T1 a_ B2

L1 a_ B2

T_GEO04_B2503001.DWG

HORIZ. SCALE:

PROJECT NO./CODE

Suite 400 Denver, CO 80204

1525 Raleigh St

PROJECT NO.:

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' 50'25'

GEOMETRIC CONTROL LAYOUT

1 1GEO 6

ZBD

BSW

N/A1"=50'

1.5%

11.0'

TRAVEL LANE

(0.0' - 6.0')

PARKING LANE1

5.0'

SIDEWALK

PAID AS

CONCRETE

SIDEWALK

(6 INCH)

25.0' VARIES

EX PAVEMENT FULL DEPTH HMA PATCH

(SEE SECTION)

PARFET ST

HCL

ROW TCE

0.5'

PARFET ST

STA. 101+43.10 TO STA. 104+23.93

±13'

EX TRAVEL LANE

1 6.0': STA. 101+43.10 TO STA. 102+47.22

0': STA. 102+47.22 TO STA. 104+23.93

2 4.0': STA. 101+43.10 TO STA. 102+47.22

2.0': STA. 102+47.22 TO STA. 104+23.93

1.5%

11.0'

TRAVEL LANE

5.0'

SIDEWALK

VARIES

EX PAVEMENTFULL DEPTH HMA PATCH

(SEE SECTION)

VERTICAL CURB & GUTTER

(WR STD DTL C-D01)

CONCRETE SIDEWALK

(SEE SECTION)

35TH AVE

HCL

ROWTCE

35TH AVE

STA. 20+29.00 TO STA. 20+84.00

±14'

EX TRAVEL LANE

4:1

MEDIAN COVER MATERIAL

(6 INCH PATTERNED CONCRETE)

(WR STD DTL C-G02)

4.0'

BUFFER2.0'

24.5'

(2.0' - 4.0')2

2.0'

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)

TACK COAT BETWEEN LIFTS

(CSS-1H)

(INCIDENTAL)

6" CONCRETE SIDEWALK

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

6" ABC (CLASS 6)

SUBGRADE COMPACTED TO MINIMUM DENSITY PER

SOIL CLASSIFICATION, CDOT SECTION 203.07

6" ABC (CLASS 6) 2

SUBGRADE COMPACTED TO MINIMUM DENSITY PER

SOIL CLASSIFICATION, CDOT SECTION 203.07

CONCRETE SIDEWALK & CURB RAMP

SECTION

FULL DEPTH HMA PATCH

SECTION

6" MATCH

EXISTING 2 2" HMA (GRADING S) (75) (PG 64-22)

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

4:1 TYP

(3:1 MAX)

4:1

END CONDITIONS

4:1 TYP

(3:1 MAX)

CURB TYPE 2 (SECTION B) (8 INCH)

(SEE DETAIL)

INTEGRAL WITH CONCRETE SIDEWALK

CUT & FILL

STA. 101+43.10 TO STA. 102+00.00

STA. 103+35.00 TO STA. 104+23.93

PEDESTRIAN CURB

STA. 102+00.00 TO STA. 103+35.00

INSERTION POINT

CURB TYPE 2

(SECTION B) (8 INCH)

DETAIL

R 1 12"

R 18" TO 14"

1 14"

CONCRETE

SIDEWALK

NUMBERS

STRUCTURE

NO REVISIONS:

REVISED:

VOID: SHEET SUBSET:

DETAILER:

DESIGNER:

SHEET NUMBER:SUBSET SHEETS:

INIT.COMMENTSDATE:

SHEET REVISIONS AS CONSTRUCTEDMay 19, 2026PRINT DATE:

VERT. SCALE:

FILE NAME:

UNIT INFORMATION

D W

1- B\

-D es ig n\ Au to C

\F in al

P la ns \S he et s\ Su bm itt al a\ T_

P1 a_ B2

: n st oc k

M ay

9, :1

1a _B

D Y1 a_ B2

Y0 4_

D Y1

6_ B2

Y0 7_

D Y1

6_ A2

Y0 4_

1_ A2

1a _B

L0 7_

4_ B2

T_TYP1A_B2503001.DWG

HORIZ. SCALE:

PROJECT NO./CODE

Suite 400 Denver, CO 80204

1525 Raleigh St

PROJECT NO.:

City of Wheat Ridge 7500 W. 29th Ave.

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

25-029B

100% PLANS

NOT FOR CONSTRUCTION TYPICAL SECTIONS

1 1TYP 7

ZBD

BSW

N/AN/A

PROJECT 04

NOT TO SCALE

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

MATCH EXISTING CROSS SLOPE UNLESS PATCH EXTENDS TO HCL.

SEE SIDEWALK DETAILS FOR VERTICAL INFORMATION.

2 THICKNESSES SHOWN ARE MINIMUMS.

CONTRACTOR SHALL MATCH EXISTING

THICKNESSES OR THE MINIMUMS SHOWN,

WHICHEVER IS GREATER.

W W W W W W W W W W

W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W

FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO

FO FO FO FO FO FO FO

W W

SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS

W M

SDSD

G G

SDSD

PARFET ST HCL PARFET ST

35TH AVE HCL

TCE (TYP)

EX ROW

(TYP)

PROPERTY LINE (TYP)

NOSTAS KARLA FISH

3500 PARFET ST

39-282-01-025

TRAPP BENJAMIN W

TRAPP MONINA F RAMOS

3520 PARFET ST

39-282-01-024

GUENTHER RANDALL D

GUENTHER STEPHANIE M

3550 PARFET ST

39-282-01-023

100+00 101+00 102+00 103+00 104+00

REMOVAL OF PIPE

(25 LF)

RESET FENCE

(80 LF)

RESET MAILBOX

STRUCTURE (1 EA)

RESET MAILBOX

STRUCTURE (1 EA)

REMOVAL OF BOLLARD

(INCIDENTAL)

REMOVAL OF

DELINEATOR

(INCIDENTAL)

ADJUST WATER METER

(1 EA)

ADJUST WATER METER

(1 EA)

ADJUST VALVE BOX

(2 EA)

REMOVAL OF HEADWALL

(INCIDENTAL)

REMOVAL OF HEADWALL

(INCIDENTAL)

ABANDON AND FLOWFILL

EX PIPE TO REMAIN

(INCIDENTAL)

EX BRICK PEDESTAL (PIP)

SAWCUT (TYP)

REMOVAL OF PIPE (24 LF)

APPROXIMATE LOCATION OF EX FIBER OPTIC,

CONTRACTOR SHALL USE CAUTION

RELOCATE GOOGLE FIBER OPTIC

PULL BOX (BY OTHERS)

ADJUST WATER METER (1 EA)

ADJUST VALVE BOX (1 EA) REMOVAL OF DRIVEWAY CURB

(INCIDENTAL)

ADJUST VALVE BOX

(1 EA)

NUMBERS

STRUCTURE

NO REVISIONS:

REVISED:

VOID: SHEET SUBSET:

DETAILER:

DESIGNER:

SHEET NUMBER:SUBSET SHEETS:

INIT.COMMENTSDATE:

SHEET REVISIONS AS CONSTRUCTEDMay 19, 2026PRINT DATE:

VERT. SCALE:

FILE NAME:

UNIT INFORMATION

D W

1- B\

-D es ig n\ Au to C

\F in al

P la ns \S he et s\ Su bm itt al a\

_P ro je ct

: n st oc k

M ay

9, :1

R T1 a_ B2

1a _B

D Y0

4_ B2

R W

L0 4_

T_DEM04_B2503001.DWG

HORIZ. SCALE:

PROJECT NO./CODE

Suite 400 Denver, CO 80204

1525 Raleigh St

PROJECT NO.:

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' 30'15'

REMOVAL PLAN

1 1REM 8

ZBD

BSW

N/A1"=30'

PROJECT 04

REMOVAL LEGEND

REMOVAL OF

ASPHALT MAT

REMOVAL OF

SIDEWALK

REMOVAL OF

CONCRETE PAVEMENT

RESET RIPRAP

REMOVAL OF

DITCH PAVING

RESET FENCE

REMOVAL OF

PIPE

REMOVAL OF

PAVEMENT MARKING

REMOVAL OF

CURB & GUTTER

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 CAUTION WHEN EXCAVATING NEAR TREES AND SHRUBS AND SHALL CONTACT

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

ABBREVIATIONS

PIP = PROTECT IN PLACE

W W W W W W W W W W

W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W

FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO

FO FO FO FO FO FO FO

W W

SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS

W M

SDSD

SDG

G G

100+00 101+00 102+00 103+00 104+00

PARFET ST HCL PARFET ST

35TH AVE HCL

TCE (TYP)

EX ROW

(TYP)

PROPERTY LINE (TYP)

NOSTAS KARLA FISH

3500 PARFET ST

39-282-01-025

TRAPP BENJAMIN W

TRAPP MONINA F RAMOS

3520 PARFET ST

39-282-01-024

GUENTHER RANDALL D

GUENTHER STEPHANIE M

3550 PARFET ST

39-282-01-023

16.3'

SAWCUT (TYP)

PR DEPRESSION FLOWLINE

S2 S3

BEGIN FENCE

STA: 101+98, 26.45' R

END FENCE

STA: 102+70.93, 31.99' R

BEGIN CURB

BEGIN RIPRAP

STA: 102+96.48

END CURB

STA: 103+35

INLET PR01

INLET PR02

RESET FENCE

RESET MAILBOX

STA: 100+91, 84.00' R

23.3'

11.0' 4.0'

5.0'

INLET PR03

R15.0'

RELOCATED GOOGLE

FIBER OPTIC PULL BOX

STA: 102+12.36, 23.50' R

BEGIN CURB

STA: 102+00

END CURB

STA: 102+65.22

'BOX CULVERT EX01

INLET EX01

END RIPRAP

STA: 103+72.52

RESET RIPRAP

RESET MAILBOX

STA: 20+20.38, 189.71' L

MATCH EX DRIVEWAY CURB

(INCIDENTAL)

RESET RIPRAP

(2' WIDE AROUND DRAIN BASIN)

DEPRESSION GRADING DATA

STATION

101+00.18

101+03.24

101+05.99

OFFSET

49.38 R

29.15 R

29.07 R

ELEVATION

5428.25

5427.43

5427.47

DESCRIPTION

F.L.

NUMBERS

STRUCTURE

NO REVISIONS:

REVISED:

VOID: SHEET SUBSET:

DETAILER:

DESIGNER:

SHEET NUMBER:SUBSET SHEETS:

INIT.COMMENTSDATE:

SHEET REVISIONS AS CONSTRUCTEDMay 19, 2026PRINT DATE:

VERT. SCALE:

FILE NAME:

UNIT INFORMATION

D W

1- B\

-D es ig n\ Au to C

\F in al

P la ns \S he et s\ Su bm itt al a\

_P ro je ct

: n st oc k

M ay

9, :1

R T1 a_ B2

1a _B

T1 a_

1a _B

D Y0

4_ B2

T_RPP04_B2503001.DWG

HORIZ. SCALE:

PROJECT NO./CODE

Suite 400 Denver, CO 80204

1525 Raleigh St

PROJECT NO.:

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' 30'15'

SIDEWALK PLAN

1 1PLN 9

ZBD

BSW

N/A1"=30'

PROJECT 04

ROADWAY LEGEND

FULL DEPTH HMA PATCH

(SEE TYPICAL SECTIONS)

CONC PVMT (6") ON

ABC (CLASS 6) (6")

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")

VERTICAL C&G

CURB TYPE 2 (SECTION B) (8 INCH)

(SEE TYPICAL SECTIONS)

GRADING LIMIT

NOTES

1. STATION AND OFFSET CALLOUTS ARE RELATIVE TO THE PARFET ST HCL.

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

3. SEE DRAINAGE DETAILS FOR ADDITIONAL INFORMATION ON PROPOSED PIPE AND INLETS.

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.

ABBREVIATIONS

F.L. = FLOWLINE

W M

104+00

(H .P

.0 0, 1.

' R

(E .O

0, 1.

' R

104+37.15, 9.00' R

EL= 5430.20 (M.E.)

C5C1 C2

C3 C4

C11

C8 C6

C16C13 C14

C17 C18

R 10.0'

(E .O

0, 1.

' R C10

C15

EX ROW

TCE

GRADE BREAK LINE

PLACE 2" LIP AT FLOWLINE2.

0'PARFET ST PARFET ST HCL

C12

W M

SDSD

101+00 102+00 103+00

1.50%

PARFET ST

11.0'

B1 B2

B5 B6

B11

PARFET ST HCL

35TH AVE HCL

(E .O

0, 7.

' R

(E .O

0, 7.

' R

(E .O

0, 7.

' R

(E .O

0, 7.

' R

(E .O

0, 7.

' R

EL= 5431.13 (E.O

.P.)

102+55.02, 14.40' R

(E .O

0, 1.

' R

(E .O

0, 1.

' R

EL= 5428.77 (E.O.P.)

21+00.00, 10.84' L

2.0'

SAWCUT (TYP)

102+47.22, 9.00' R

EL= 5430.99 (M.E.)102+47.22, 13.00' R

EL= 5430.98 (M.E.)101+43.10, 13.00' R

EL= 5428.13 (M.E.)

101+43.10, 0.00'

EL= 5428.28 (M.E.)

100+75.50, 7.86' R

EL= 5428.30 (M.E.)

100+58.70, 6.46' R

EL= 5428.44 (M.E.)

100+56.40, 12.29' R

EL= 5428.40 (M.E.)

100+75.50, 13.88' R

EL= 5428.28 (M.E.)

20+44.81, 11.74' R

EL= 5427.78 (M.E.)

20+51.19, 14.27' R

EL= 5427.78 (M.E.)

20+49, 2.63' L

EL= 5428.21 (M.E.)

20+49, 9.00' L

EL= 5428.04 (M.E.)

21+13.98, 8.32' L

EL= 5429.10 (M.E.)

(E .O

2, 7.

' R

B12 20+43.29, 0.00'

EL= 5428.21 (M.E.)

A12

A11

A10A7

EL= 5427.88 (E.O.P.)

101+03.50, 12.00' R

(L .P

.1 9, 2.

' R

EL= 5428.02 (E.O.P.)

20+29.00, 11.00' L

(E .O

0, 7.

' R

(E .O

1, 4.

' R

(E .O

2, 2.

' R

6.0'

21+14.06, 10.32' L

EL= 5429.07 (M.E.)

R15.0'

DETAIL A

(SEE CURB RAMP DETAILS)

DETAIL B

(SEE CURB

RAMP DETAILS)

EX ROW (TYP)

TCE (TYP)

R15.0'R 15.0'

B10B9

EL= 5427.94 (L.P.)

20+45.00, 11.00' L

EL= 5428.08 (H.P.)

100+91.48, 16.98' R

100+75.50, 0.00'

EL= 5428.32 (M.E.)

DRIVEWAY POINTS

B10

B11

B12

STATION

102+65.22

102+71.22

102+87.48

102+96.48

102+65.22

102+71.22

102+87.48

102+96.48

102+71.22

102+87.48

102+71.22

102+87.48

OFFSET

11.00 R

18.50 R

24.50 R

30.50 R

ELEVATION

5431.69

5431.96

5432.48

5432.67

5432.10

5431.88

5432.40

5433.07

5432.37

5432.78

5432.87

5433.16

DESCRIPTION

E.O.P.

B.W.

D.W.

TIE IN

DRIVEWAY POINTS

A10

A11

A12

STATION

20+84.00

20+78.00

20+55.00

20+49.00

20+78.00

20+55.00

20+49.00

20+78.00

20+55.00

20+49.00

20+78.00

20+55.00

OFFSET

11.00 L

17.50 L

22.50 L

24.50 L

ELEVATION

5428.45

5428.37

5428.07

5427.99

5428.52

5428.13

5428.40

5428.59

5428.20

5428.47

5428.74

5428.22

DESCRIPTION

E.O.P.

F.W.

B.W.

TIE IN

DRIVEWAY POINTS

C10

C11

C12

C13

C14

C15

C16

C17

C18

STATION

103+91.75

103+97.75

104+21.03

104+27.85

104+32.01

104+37.15

103+97.75

104+21.03

104+27.00

103+85.23

103+90.23

103+96.23

103+97.75

104+21.03

104+26.98

104+37.15

103+97.75

104+21.03

OFFSET

11.00 R

11.64 R

14.13 R

16.22 R

17.50 R

17.98 R

18.50 R

22.50 R

22.53 R

22.60 R

31.12 R

ELEVATION

5432.52

5432.23

5431.13

5430.84

5430.61

5430.23

5432.75

5431.65

5431.36

5433.05

5432.92

5432.71

5432.67

5431.72

5431.43

5430.62

5433.77

5432.81

DESCRIPTION

E.O.P.

F.W.

B.W.

B.W

B.W.

TIE IN

NUMBERS

STRUCTURE

NO REVISIONS:

REVISED:

VOID: SHEET SUBSET:

DETAILER:

DESIGNER:

SHEET NUMBER:SUBSET SHEETS:

INIT.COMMENTSDATE:

SHEET REVISIONS AS CONSTRUCTEDMay 19, 2026PRINT DATE:

VERT. SCALE:

FILE NAME:

UNIT INFORMATION

D W

1- B\

-D es ig n\ Au to C

\F in al

P la ns \S he et s\ Su bm itt al a\

_P ro je ct

: n st oc k

M ay

9, :1

T1 a_

D Y0

4_ B2

R W

4_ B2

M R

T_DTL04_B2503001.DWG

HORIZ. SCALE:

PROJECT NO./CODE

Suite 400 Denver, CO 80204

1525 Raleigh St

PROJECT NO.:

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' 20'10'

SIDEWALK DETAILS

1 1DTL 10

ZBD

BSW

N/A1"=20'

PROJECT 04

C H

- S

C H

- S

NOTES

1. BUFFER AND SIDEWALK CROSS SLOPES SHALL BE 1.5% DOWN TOWARD THE

ROADWAY UNLESS OTHERWISE NOTED OR DETAILED.

2. STATION AND OFFSET CALLOUTS ALONG 35TH AVE AND PARFET ST REFER

TO THE 35TH AVE HCL AND PARFET ST HCL, RESPECTIVELY.

3. SEE CURB RAMP DETAILS FOR ADDITIONAL GEOMETRIC AND ELEVATION

INFORMATION, INCLUDING CURB RETURN POINTS.

ABBREVIATIONS

M.E. = MATCH EXISTING

E.O.P. = EDGE OF PAVEMENT

F.L. = FLOWLINE

B.W. = BACK OF WALK

F.W. = FRONT OF WALK

D.W. = DRIVEWAY

H.P. = HIGH POINT

L.P. = LOW POINT

101+00

8.00%

1.24%

1.50%

4.0'

R15.0'

0'5.

5.0'

PED CURB (TYP)

H = 4" AT LANDING

5.0'

R10.0'

1.18% 2.75%

SAWCUT (TYP)

PARFET ST HCL

PARFET ST

35TH

AVE HCL

STA: 100+88.54, 28.00' R

EL= 5427.94 (F.L.)

STA: 100+88.50, 33.00' R

EL= 5427.91 (F.L.)

STA: 100+99.02, 14.69' R

EL= 5427.88 (F.L.)

STA: 101+04.02, 14.00' R

EL= 5427.79 (F.L.)

STA: 100+88.50, 29.00' R

EL= 5427.93 (F.L.)

STA: 101+03.50, 14.00' R

EL= 5427.80 (F.L.)

STA: 101+33.30, 18.50' R

EL= 5428.36 (S.W.)

STA: 101+33.30, 23.50' R

EL= 5428.43 (S.W.)

STA: 100+93, 33.00' R

EL= 5428.25 (T.R.)

STA: 100+93, 28.00' R

EL= 5428.28 (T.R.)

STA: 101+04.02, 19.04' R

EL= 5428.13 (T.R.)

STA: 100+99.02, 19.04' R

EL= 5428.18 (T.R.)

STA: 100+98, 33.00' R

EL= 5428.34 (S.W.)

STA: 100+98, 38.00' R

EL= 5428.50 (S.W.)STA: 100+93, 38.00' R

EL= 5428.42 (S.W.)

STA: 101+08, 18.50' R

EL= 5428.23 (S.W.)

STA: 101+08, 23.50' R

EL= 5428.30 (S.W.)

STA: 101+04.02, 24.33' R

EL= 5428.20 (S.W.)

STA: 100+89.04, 33.00' R

EL= 5427.94 (B.R.)

STA: 100+89.04, 28.00' R

EL= 5427.96 (B.R.)

STA: 101+04.02, 15.21' R

EL= 5427.85 (B.R.)

STA: 100+99.02, 15.21' R

EL= 5427.90 (B.R.)

STA: 101+41.91, 24.50' R

EL= 5428.46 (S.W.)

STA: 100+99.65, 28.00' R

EL= 5428.33 (S.W.)

STA: 100+96.01, 23.52' R

EL= 5428.22 (S.W.)

EX ROW

TCE

S C

H O

O L X

W V

3.25" ILLE

U M

C A

W M

LBW

V W

W M

B A

R R

A H

E A

S P

E E

LIM

W M

W V

SDG G G

PARFET ST

KEY MAP

5.0'

1.50%

1.41%

R2.0'

35TH AVE HCL

SAWCUT (TYP)

STA: 21+14.06, 14.03' L

EL= 5429.01 (S.W., M.E.)

STA: 21+14.06, 10.32' L

EL= 5429.07 (S.W., M.E.)

STA: 20+97.89, 18.69' L

EL= 5428.80 (S.W.)

STA: 20+95.67, 11.00' L

EL= 5428.68 (S.W.) STA: 20+95.97, 19.25' L

EL= 5428.72 (F.L.)

STA: 20+94.58, 14.45' L

EL= 5428.65 (F.L.)

STA: 20+90.26, 15.69' L

EL= 5428.92 (T.R.)

STA: 20+91.64, 20.50' L

EL= 5428.99 (T.R.)

STA: 20+84.71, 22.50' L

EL= 5428.88 (S.W.)

STA: 20+84, 17.50' L

EL= 5428.80 (S.W.)

STA: 20+92.66, 13.00' L

EL= 5428.46 (F.L.)

TCE

EX ROW

SCALE IN FEET

0' 10'5'

NUMBERS

STRUCTURE

NO REVISIONS:

REVISED:

VOID: SHEET SUBSET:

DETAILER:

DESIGNER:

SHEET NUMBER:SUBSET SHEETS:

INIT.COMMENTSDATE:

SHEET REVISIONS AS CONSTRUCTEDMay 19, 2026PRINT DATE:

VERT. SCALE:

FILE NAME:

UNIT INFORMATION

D W

1- B\

-D es ig n\ Au to C

\F in al

P la ns \S he et s\ Su bm itt al a\

_P ro je ct

R : n st oc k D

M ay

9, :1 6p

T _X

1a _B

R T1 a_ B2

4_ B2

D Y0

4_ B2

R W

T_DTL04B_B2503001.DWG

HORIZ. SCALE:

PROJECT NO./CODE

Suite 400 Denver, CO 80204

1525 Raleigh St

PROJECT NO.:

City of Wheat Ridge 7500 W. 29th Ave.

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

25-029B

100% PLANS

NOT FOR CONSTRUCTION

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

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)

NON-TRAVERSABLE FLARE

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.

3. STATION AND OFFSET CALLOUTS ALONG 35TH AVE AND

PARFET ST REFER TO THE 35TH AVE HCL AND PARFET ST

HCL, RESPECTIVELY.

CURB RAMP DETAILS

1 1RMP 11

SRE

BSW

N/A1"=10'

(A) 35TH AVE AND PARFET ST CURB RETURN (B) 35TH AVE PEDESTRIAN TRANSITION

STORM DRAIN PROFILE - PR01

49.35 LF

15'' RCP @ 1.00%

EX01 BOX CULVERT

INV.= 5423.40

STA: 100+57.63

INV.= 5424.29

-1 .5

W W

PROPOSED GRADE

EXISTING GROUND

CONNECT RCP INTO EX BOX CULVERT

(DENVER STD DTL S-450 FOR CONNECTOR PIPE

INTO WALL OF EXISTING OR PRECAST STRUCTURE)

(INCIDENTAL)

APPROX. EX WATER LINE

TEST HOLE WILL BE RETRIEVED TO

VERIFY LOCATION PRIOR TO

CONSTRUCTION DOCUMENTS

APPROX. EX FIBER OPTIC LINE

GOOGLE SHALL REROUTE

LINE AROUND PR INLET

R C

U R

- S

(W R

U -C

+0 8.

(1 2'

' P

O U

5' ' R

C P)

STORM DRAIN PROFILE - PR02

14.24 LF

12'' PVC @ 1.00%

PROPOSED GRADE

EXISTING GROUND

" D R

D O

M E

G R

D W

G . N

O . 7

O R

R O

E Q

R R

U T=

(1 2'

' P

R C

U R

- S

(W R

U -C

+0 8.

(1 2'

' P

O U

5' ' R

C P)

STORM DRAIN PROFILE - PR03

25.69 LF

18'' RCP @ 0.53%

-1 .0

W W

PROPOSED GRADE

EXISTING GROUND

APPROX. EX WATER LINE

TEST HOLE WILL BE RETRIEVED TO

VERIFY LOCATION PRIOR TO

CONSTRUCTION DOCUMENTS

CONNECT RCP INTO EX INLET

(DENVER STD DTL S-450 FOR

CONNECTOR PIPE INTO WALL OF

EXISTING OR PRECAST STRUCTURE)

(INCIDENTAL)

R C

U R

- D O

E (W

R S

-C

R R

U T=

(1 8'

' R C

T E

: 1

+6 0.

. I N

8' ' R

C P

V . O

U T=

(1 2'

' R C

NUMBERS

STRUCTURE

NO REVISIONS:

REVISED:

VOID: SHEET SUBSET:

DETAILER:

DESIGNER:

SHEET NUMBER:SUBSET SHEETS:

INIT.COMMENTSDATE:

SHEET REVISIONS AS CONSTRUCTEDMay 19, 2026PRINT DATE:

VERT. SCALE:

FILE NAME:

UNIT INFORMATION

D W

1- B\

-D es ig n\ Au to C

\F in al

P la ns \S he et s\ Su bm itt al a\

_P ro je ct

: n st oc k

M ay

9, :1

R M

T_STM04_B2503001.DWG

HORIZ. SCALE:

PROJECT NO./CODE

Suite 400 Denver, CO 80204

1525 Raleigh St

PROJECT NO.:

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' 20'10'

NOTES

1. PROFILE SECTION SHOWN ARE ALONG THE CENTERLINE OF THE EXISTING AND PROPOSED PIPES.

2. STATIONS AND OFFSETS SHOWN ARE RELATIVE TO THE PARFET ST HCL.

3. STRUCTURAL EXCAVATION AND BACKFILL ARE INCIDENTAL TO THE PIPE.

4. EXISTING STORM DRAIN SYSTEM AND UTILITIES ARE DEPICTED FROM THE BEST AVAILABLE INFORMATION. CONTRACTOR SHALL FIELD VERIFY AND NOTIFY ENGINEER OF ANY DISCREPANCIES.

5. INLET REINFORCEMENT SHALL INCLUDE A MINIMUM OF ONE CONTINUOUS 4" REBAR ABOVE THE TOP OF PIPE, MAINTAINING 2" CLEARANCE ABOVE TOP OF PIPE AND BELOW TOP OF CONCRETE.

DRAINAGE DETAILS

1 3STM 12

BSW

1"=4'1"=20'

NO REVISIONS:

REVISED:

VOID: SHEET SUBSET:

DETAILER:

DESIGNER:

SHEET NUMBER:SUBSET SHEETS:

INIT.COMMENTSDATE:

SHEET REVISIONS AS CONSTRUCTEDMay 19, 2026PRINT DATE:

VERT. SCALE:

FILE NAME:

UNIT INFORMATION

D W

1- B\

-D es ig n\ Au to C

\F in al

P la ns \S he et s\ Su bm itt al a\

_P ro je ct

: n st oc k

M ay

9, :1

R M

T_STM04_B2503001.DWG

HORIZ. SCALE:

PROJECT NO./CODE

Suite 400 Denver, CO 80204

1525 Raleigh St

PROJECT NO.:

City of Wheat Ridge 7500 W. 29th Ave.

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

25-029B

100% PLANS

NOT FOR CONSTRUCTION DRAINAGE DETAILS

2 3STM 13

BSW

N/AN/A

NO REVISIONS:

REVISED:

VOID: SHEET SUBSET:

DETAILER:

DESIGNER:

SHEET NUMBER:SUBSET SHEETS:

INIT.COMMENTSDATE:

SHEET REVISIONS AS CONSTRUCTEDMay 19, 2026PRINT DATE:

VERT. SCALE:

FILE NAME:

UNIT INFORMATION

D W

1- B\

-D es ig n\ Au to C

\F in al

P la ns \S he et s\ Su bm itt al a\

_P ro je ct

: n st oc k

M ay

9, :1

R M

T_STM04_B2503001.DWG

HORIZ. SCALE:

PROJECT NO./CODE

Suite 400 Denver, CO 80204

1525 Raleigh St

PROJECT NO.:

City of Wheat Ridge 7500 W. 29th Ave.

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

25-029B

100% PLANS

NOT FOR CONSTRUCTION DRAINAGE DETAILS

3 3STM 14

BSW

N/AN/A

W M

100+00 101+00 102+00 103+00 104+00

PARFET ST HCL PARFET ST

35TH AVE HCL

TCE (TYP)

EX ROW

(TYP)

PROPERTY LINE (TYP)

NOSTAS KARLA FISH

3500 PARFET ST

39-282-01-025

TRAPP BENJAMIN W

TRAPP MONINA F RAMOS

3520 PARFET ST

39-282-01-024

GUENTHER RANDALL D

GUENTHER STEPHANIE M

3550 PARFET ST

39-282-01-023

REFRESH DAMAGED OR

REMOVED CENTER LINE

AS DIRECTED BY THE CITY

REFRESH DAMAGED OR

REMOVED CENTER LINE & STOP

LINE AS DIRECTED BY THE CITY

10.0'

NUMBERS

STRUCTURE

NO REVISIONS:

REVISED:

VOID: SHEET SUBSET:

DETAILER:

DESIGNER:

SHEET NUMBER:SUBSET SHEETS:

INIT.COMMENTSDATE:

SHEET REVISIONS AS CONSTRUCTEDMay 19, 2026PRINT DATE:

VERT. SCALE:

FILE NAME:

UNIT INFORMATION

D W

1- B\

-D es ig n\ Au to C

\F in al

P la ns \S he et s\ Su bm itt al a\

_P ro je ct

_S &S

: n st oc k

M ay

9, :1

R T1 a_ B2

1a _B

N O

D Y0

4_ B2

R W

L0 4_

T_S&S04_B2503001.DWG

HORIZ. SCALE:

PROJECT NO./CODE

Suite 400 Denver, CO 80204

1525 Raleigh St

PROJECT NO.:

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' 30'15'

SIGNING AND STRIPING PLAN

1 1S&S 15

ZBD

BSW

N/A1"=30'

PROJECT 04

PAVEMENT MARKING LEGEND

CENTER LINE:

DOUBLE YELLOW, 4" WIDE

EDGE LINE:

SOLID WHITE, 6" WIDE

STOP LINE:

SOLID WHITE, 24" WIDE

CROSSWALK LINE:

SOLID WHITE, 2'x10'

PED ONLY SYMBOL:

SOLID WHITE, 18.5 SF

BIKE SHARROW:

SOLID WHITE, 8.5 SF

SIGN NO.

EXISTING SIGN TO REMAIN IN

PLACE

DESC

NOTES

1. STATION AND OFFSET FOR SIGNS TO BE RESET REFER TO PROPOSED LOCATIONS.

2. SIGN POSTS AND BASES SHALL BE INSTALLED IN BASES PER CITY OF WHEAT RIDGE STANDARD

DETAIL T-E01 AND MANUFACTURER RECOMMENDATIONS. SIGN POST BASES WILL NOT BE PAID

SEPARATELY AND ARE INCIDENTAL TO STEEL SIGNPOST. STEEL SIGNPOST LENGTHS ASSUME

MOUNTING HEIGHTS PER CITY STANDARDS AND 12" OF BELOW GRADE POST EMBEDMENT IN BASES.

3. "PED ONLY" SYMBOL SHALL MATCH EXISTING.

RESET

STOP

PARFET ST

35TH AVE

3-WAY

SCHOOL

SPEED

LIMIT

WHEN

CHILDREN

ARE PRESENT

TABULATION OF TRAFFIC SIGNS

SUBSET

SHEET

NO.

SIGN

NO.

SIGN

CODE ALIGNMENT STATION OFFSET

SIGN PANEL SIZE

SIGN LEGEND / DESCRIPTION

210-00810

RESET GROUND

SIGN

W" X H" EACH

1 A - 35TH AVE HCL 20+40.49 15.50' L - - STREET NAMES / STOP /

3-WAY 1

1 B - PARFET ST HCL 101+26.52 16.50' R - - SCHOOL SPEED LIMIT 20 MPH 1

1 C - PARFET ST HCL 103+86.83 20.50' R - - DIVIDED HIGHWAY 1

PROJECT TOTALS 3

3-WAY

STOP

W M

F LOD LOD LOD

LOD

LODLODLODLODLODLODLOD

LODLODLODLOD

LODLODLO

LOD

LOD LOD LOD LOD

LOD LOD LOD

PARFET ST HCL PARFET ST

35TH AVE HCL

TCE (TYP)

EX ROW

(TYP)

PROPERTY LINE (TYP)

NOSTAS KARLA FISH

3500 PARFET ST

39-282-01-025

TRAPP BENJAMIN W

TRAPP MONINA F RAMOS

3520 PARFET ST

39-282-01-024

GUENTHER RANDALL D

GUENTHER STEPHANIE M

3550 PARFET ST

39-282-01-023

100+00 101+00 102+00 103+00 104+00

32 5433

54335433

325431

26 IP1

SCL

SCLSCL

SCL

IP1

IP3

IP1

CLEAN INLET (1 EA)

CLEAN INLET

(3 EA)

NUMBERS

STRUCTURE

NO REVISIONS:

REVISED:

VOID: SHEET SUBSET:

DETAILER:

DESIGNER:

SHEET NUMBER:SUBSET SHEETS:

INIT.COMMENTSDATE:

SHEET REVISIONS AS CONSTRUCTEDMay 19, 2026PRINT DATE:

VERT. SCALE:

FILE NAME:

UNIT INFORMATION

D W

1- B\

-D es ig n\ Au to C

\F in al

P la ns \S he et s\ Su bm itt al a\

_P ro je ct

_E R

R : n st oc k D

M ay

9, :1 8p

T _P

T1 a_

R T1 a_ B2

R W

Y0 4_

N O

O S0

4_ B2

T_ERC04_B2503001.DWG

HORIZ. SCALE:

PROJECT NO./CODE

Suite 400 Denver, CO 80204

1525 Raleigh St

PROJECT NO.:

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' 30'15'

EROSION CONTROL PLAN

1 1ERC 16

SRE

BSW

N/A1"=30'

PROJECT 04

NOTES

1. EROSION CONTROL PLAN IS A GUIDE ONLY AND BMPS ARE SHOWN ONLY AT INTERIM LOCATIONS.

CONTRACTOR IS RESPONSIBLE FOR PLACING BMPS FOR ALL PHASES AS NECESSARY TO ENSURE SEDIMENT

AND OTHER POLLUTANTS DO NOT LEAVE THE SITE.

2. ADDITIONAL BMPS HAVE BEEN QUANTIFIED TO ACCOUNT FOR INITIAL PHASE AND FULL REPLACEMENT IN THE

INTERIM PHASE.

3. SEE CURRENT EDITION OF MILE HIGH FLOOD DISTRICT CONSTRUCTION BMPS FOR DETAILS.

4. PROTECT ALL EXISTING TREES IN PLACE UNLESS IDENTIFIED AS REMOVED IN THE REMOVAL PLANS.

5. EXISTING LANDSCAPE ITEMS ON PRIVATE PROPERTY SHALL BE RESTORED TO THE PRE-PROJECT CONDITION

OR AS NOTED ON THESE PLANS IF DISTURBED DURING CONSTRUCTION. REESTABLISHMENT OF THESE ITEMS

SHALL BE PAID UNDER LANDSCAPE RESTORATION.

6. CONTRACTOR SHALL COORDINATE WITH THE CITY TO DETERMINE LOCATION OF STABILIZED STAGING AREA (SSA), IF DETERMINED NECESSARY. SAID LOCATION SHALL INCLUDE CONCRETE WASHOUT(S) AND VEHICLE TRACKING PAD(S) WHICH ARE ACCOUNTED FOR IN THE QUANTITIES. ADDITIONAL BMPS SHALL BE INSTALLED TO PROTECT SSA AS NECESSARY TO ENSURE SEDIMENT AND EROSION CONTROL AT NO ADDITIONAL COST

TO THE PROJECT.

LOD

LEGEND

ROCK SOCK

INLET PROTECTION

SEDIMENT CONTROL LOG

EXISTING FLOW DIRECTION

PROPOSED FLOW DIRECTION

EXISTING MAJOR CONTOUR

EXISTING MINOR CONTOUR

PROPOSED MAJOR CONTOUR

PROPOSED MINOR CONTOUR

GRADING LIMIT

LIMITS OF DISTURBANCE

LIMITS OF CONSTRUCTION

AREA OUTSIDE LIMITS OF

CONSTRUCITON

ROCK MULCH (WEED FREE)

LANDSCAPE RESTORATION

SCL

File details come from the government source that posted it. Updated Aug 18, 2026.