Project_15_-_Harlan_St_-_Plans.pdf
PDF 16 MB Posted
- Attached to
- Sidewalk Gap Construction
- Solicitation number
- 26-44
- Issued by
- Jefferson County, Weston CDP, Colorado
About this file
This document is a 100% construction plan set for Project 15 – Harlan Street Sidewalk Gap Improvements prepared by the City of Wheat Ridge, Colorado, covering improvements along Harlan Street from 32nd Avenue to 35th Avenue. The project encompasses 1,414.38 linear feet of roadway reconstruction and sidewalk installation within Jefferson County. The construction scope includes removal and replacement of asphalt pavement, concrete sidewalk and curb installation, curb ramps, drainage improvements, utility adjustments, erosion control measures, and landscape restoration. The approximate quantities include 2,486 square yards of asphalt mat removal, 545 square yards of sidewalk removal, 1,690 linear feet of curb and gutter removal, 1,406 square yards of new concrete sidewalk, 2,609 linear feet of vertical curb and gutter installation, 1,524 tons of aggregate base course, 655 tons of hot mix asphalt patching, and 299 square yards of concrete curb ramps. The project roadway classification is a collector street with a posted speed of 30 miles per hour and average daily traffic of 2,650 vehicles. Construction is limited to 7:00 AM to 5:00 PM on local streets, with a minimum temporary lane width of 10 feet.
The contractor is required to submit a Stormwater Management Plan at the pre-construction meeting and obtain a CDPHE stormwater discharge permit. All work shall comply with current CDOT Standard Specifications and Standards, City of Wheat Ridge standards, and Mile High Flood District construction best management practices. Standard payment items include clearing and grubbing (lump sum), multiple removal and demolition items (various units), unclassified excavation (974 cubic yards), sediment control measures, landscape restoration (lump sum), concrete pavement installation at varying thicknesses, curb and gutter installation, signing and striping, and construction surveying (lump sum). The contractor is responsible for utility location through potholing, utility coordination with owning companies, monument preservation, traffic control plan submission 72 hours prior to implementation, and maintaining local roadway cleanliness. Upon completion, the contractor shall furnish one set of as-constructed drawings at no additional cost, and all work must comply with current OSHA regulations for trenching and worker safety.
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32ND AVE
34TH AVE
35TH AVE
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END PROJECT
114+28.48
BEGIN PROJECT
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NUMBERS
STRUCTURE
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DETAILER:
DESIGNER:
SHEET NUMBER:SUBSET SHEETS:
INIT.COMMENTSDATE:
SHEET REVISIONS AS CONSTRUCTEDAugust 7, 2026PRINT DATE:
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T_TTL15_B2503001.DWG
HORIZ. SCALE:
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 COVER SHEET
1 1TTL 1
ZBD
SRE
N/AN/A
PROJECT 15
100% PLANS
8/7/26
VICINITY MAP
SCALE IN FEET
1000' 2000'500'0'
CITY OF WHEAT RIDGE
PROJECT 15 - HARLAN ST, 32ND AVE TO 35TH AVE
SIDEWALK GAP PROGRAM
JEFFERSON COUNTY
CITY PROJECT NO. 25-029B
AUGUST 2026
DESIGN DATA HARLAN ST
ROADWAY CLASSIFICATION COLLECTOR
POSTED SPEED 30 MPH
AVERAGE DAILY TRAFFIC (ADT) 2,650
ROADWAY CROSS SLOPE VARIES (2.5% TO 6.0%)
MAX. ROADWAY GRADE MATCH EX. (5.3%)
MIN. ROADWAY GRADE 0.3%
CLEAR ZONE (W/ CURB & GUTTER) 4' (W/ VERT. CURB)
TABULATION OF LENGTH & DESIGN DATA
STATION
LINEAR FEET
ROADWAY
HARLAN ST
1,414.38
BEGIN ROADWAY
STA. 100+14.10
END ROADWAY
STA. 114+28.48
TOTAL 1,414.38
SUMMARY OF PROJECT LENGTH FEET
ROADWAY (NET LENGTH) 1,414.38
STRUCTURE (NET LENGTH) -
PROJECT GROSS LENGTH 1,414.38
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
8-9 REMOVAL PLANS
10-11 SIDEWALK PLANS
12-22 SIDEWALK DETAILS
23-28 CURB RAMP DETAILS
29-30 DRAINAGE DETAILS
31-33 SIGNING AND STRIPING PLAN
34-35 EROSION CONTROL PLAN
NUMBERS
STRUCTURE
NO REVISIONS:
REVISED:
VOID: SHEET SUBSET:
DETAILER:
DESIGNER:
SHEET NUMBER:SUBSET SHEETS:
INIT.COMMENTSDATE:
SHEET REVISIONS AS CONSTRUCTEDAugust 7, 2026PRINT DATE:
VERT. SCALE:
FILE NAME:
UNIT INFORMATION
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T_GEN15B_B2503001.DWG
HORIZ. SCALE:
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 STANDARD PLANS
1 1STD 2
ZBD
SRE
N/AN/A
PROJECT 15
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.
CITY OF WHEAT RIDGE
STANDARD CONSTRUCTION DETAILS
DETAIL DESCRIPTION
APPROVED/
UPDATED
DATE
C-A01 DETACHED SIDEWALK 07/08/19
C-B02 8' CROSS PAN 01/2019
C-D01 VERTICAL CURB & GUTTER (CS) SECTION 06/2007
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-A01 SIDEWALK CHASE 10/2016
U-B02 RIGID PIPE TRENCH BACKFILL 10/2016
U-C01 WR CURB INLET (SINGLE) 10/2016
U-C03 WR CURB INLET (TRIPLE) 10/2016
CDOT M&S STANDARD PLANS
PLAN
NO. DESCRIPTION REVISED
DATE
M-100-1 STANDARD SYMBOLS 07/01/26
M-100-2 ACRONYMS AND ABBREVIATIONS 07/01/26
M-603-2 REINFORCED CONCRETE PIPE 07/01/26
M-604-20 MANHOLES 07/01/26
M-608-1 CURB RAMPS 07/01/26
M-609-1 CURBS, GUTTERS, AND SIDEWALK 07/01/26
S-627-1 PAVEMENT MARKINGS 07/01/26
S-630-1 TRAFFIC CONTROLS FOR HIGHWAY CONSTRUCTION 07/01/26
S-630-2 BARRICADES, DRUMS, CONCRETE BARRIER (TEMP) AND
VERTICAL PANELS 07/01/26
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
DENVER WATER
CAPITAL PROJECT CONSTRUCTION STANDARDS
DRAWING DESCRIPTION DATE
33206 PLAN, PROFILE, & LOCATION FOR FIRE HYDRANTS, MAINS
& VALVES 07/2025
JEFFERSON COUNTY
CONSTRUCTION STANDARDS
STANDARD DESCRIPTION DATE
1 CURB & GUTTER 01/13/26
NO REVISIONS:
REVISED:
VOID: SHEET SUBSET:
DETAILER:
DESIGNER:
SHEET NUMBER:SUBSET SHEETS:
INIT.COMMENTSDATE:
SHEET REVISIONS AS CONSTRUCTEDAugust 7, 2026PRINT DATE:
VERT. SCALE:
FILE NAME:
UNIT INFORMATION
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T_GEN15A_B2503001.DWG
HORIZ. SCALE:
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 GENERAL NOTES
1 1GEN 3
ZBD
SRE
N/AN/A
PROJECT 15
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 PREPARE AND SUBMIT TO THE CITY A STORMWATER MANAGEMENT
PLAN (SWMP) AT THE TIME OF THE PRE-CONSTRUCTION MEETING.THE CONTRACTOR SHALL
ADDRESS EROSION MITIGATION & PROTECTIVE MEASURES TO LIMIT EROSION RELATING TO
CONSTRUCTION ACTIVITIES. UNLESS PREVIOUSLY OBTAINED BY THE CITY, THE CONTRACTOR
SHALL OBTAIN A CDPHE STORMWATER DISCHARGE PERMIT.
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 SKI TYPE DEVICE AT LEAST 30 FEET IN LENGTH, SHORT SKI OR SHOE AND 5000 FEET OF CONTROL LINE AND STAKES SHALL BE FURNISHED WITH EACH BITUMINOUS PAVER. THE CONTROL
LINE SHALL BE REQUIRED FOR ALL LAYERS, OR AS DIRECTED BY THE CITY.
8. 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.
9. SUBGRADE PREPARATION WILL NOT BE PAID FOR SEPARATELY AND IS INCLUDED IN THE COST OF
THE WORK.
10. 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.
11. 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.
12. 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.
13. 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.
14. 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.
15. COMPACTION TESTING FOR THIS PROJECT SHALL BE IN ACCORDANCE WITH THE CDOT FIELD
MATERIAL MANUAL.
16. 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.
17. 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.
18. 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
19. 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.
20. 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. PLACE 6" OF AGGREGATE BASE COURSE FOLLOWED BY A MINIMUM OF 6" (RESIDENTIAL)
AND 8" (COMMERICAL) OF CONCRETE PAVEMENT. SEE SIDEWALK PLAN FOR PAVEMENT
SECTION AND PAYMENT.
REPLACE ASPHALT DRIVEWAY - PREPARE SUBGRADE FROM BACK OF SIDEWALK TO MATCH
POINT. PLACE 6" OF AGGREGATE BASE COURSE FOLLOWED BY 4" OF HOT MIX ASPHALT FROM
BACK OF SIDEWALK TO MATCH POINT, COMPACTED TO 92% - 96% OF MAXIMUM THEORETICAL
DENSITY. SEE TYPICAL SECTIONS FOR PAVEMENT SECTION AND SIDEWALK PLANS FOR
PAYMENT.
21. 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.
22. 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 AND SWMP DOCUMENT ON THE JOB SITE AT ALL TIMES.
23. REPAIR OF ANY DAMAGE TO EXISTING IMPROVEMENTS AND/OR LANDSCAPING NOT NOTED FOR
REMOVAL IS THE RESPONSIBILITY OF THE CONTRACTOR AT THEIR EXPENSE.
24. ALL DAMAGE CAUSED TO EXISTING CURB, GUTTER AND SIDEWALK DURING CONSTRUCTION SHALL
BE REPAIRED PRIOR TO ACCEPTANCE OF COMPLETED IMPROVEMENTS.
25. 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.
26. CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING CLEANLINESS ON ALL LOCAL
ROADWAYS AFFECTED BY HIS/HER CONSTRUCTION.
27. 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.
28. SEEDING SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF SECTION 212 OF THE SPECIAL
PROVISIONS.
29. 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.
30. 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 AND THE PROPER PERMITS
SHALL BE OBTAINED BY THE CONTRACTOR.
31. 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.
32. PROPERTY LINES SHOWN ON THE PLANS ARE BASED ON SURVEYED INFORMATION WHERE
AVAILABLE. SOME PROPERTY LINES ARE BASED ON GIS DATA AND ARE PROVIDED FOR
REFERENCE ONLY.
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.
EROSION CONTROL
1. ADDITIONAL BMPS HAVE BEEN QUANTIFIED TO ACCOUNT FOR INITIAL PHASE AND FULL
REPLACEMENT IN THE INTERIM PHASE.
2. SEE CURRENT EDITION OF MILE HIGH FLOOD DISTRICT CONSTRUCTION BMPS FOR DETAILS.
3. 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.
4. 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.
NO REVISIONS:
REVISED:
VOID: SHEET SUBSET:
DETAILER:
DESIGNER:
SHEET NUMBER:SUBSET SHEETS:
INIT.COMMENTSDATE:
SHEET REVISIONS AS CONSTRUCTEDAugust 9, 2026PRINT DATE:
VERT. SCALE:
FILE NAME:
UNIT INFORMATION
D W
G
F:
\2
5\
1-
0\
5-
1- B\
-D es ig n\ Au to C
AD
\F in al
P la ns \S he et s\
_P ro je ct
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1.
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R : n st oc k D
AT
E:
A ug
9, :5
EF
S:
T _P
TB
LK
_B
T_SOQ15_B2503001.DWG
HORIZ. SCALE:
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 SUMMARY OF APPROXIMATE QUANTITIES
1 1SOQ 4
ZBD
SRE
N/AN/A
PROJECT 15
201-00000 CLEARING AND GRUBBING L S 1
202-00006 REMOVAL OF STORM STRUCTURE EACH 1
202-00019 REMOVAL OF INLET EACH 2
202-00035 REMOVAL OF PIPE LF 198
202-00155 REMOVAL OF WALL LF 19
202-00200 REMOVAL OF SIDEWALK SY 545
202-00203 REMOVAL OF CURB AND GUTTER LF 1690
202-00206 REMOVAL OF CONCRETE CURB RAMP SY 175
202-00208 REMOVAL OF SLOTTED DRAIN LF 170
202-00210 REMOVAL OF CONCRETE PAVEMENT SY 447
202-00220 REMOVAL OF ASPHALT MAT SY 2486
202-00250 REMOVAL OF PAVEMENT MARKING SF 948
202-00711 REMOVAL OF POLE EACH 1
202-00810 REMOVAL OF GROUND SIGN EACH 4
202-04010 CLEAN INLET EACH 5
203-00010 UNCLASSIFIED EXCAVATION (COMPLETE IN PLACE) CY 974
203-01597 POTHOLING HOUR 24
208-00002 SEDIMENT CONTROL LOG LF 4200
208-00035 ROCK SOCK LF 440
208-00051 INLET PROTECTION (TYPE IP-1) EACH 10
208-00052 INLET PROTECTION (TYPE IP-3) EACH 2
208-00075 PRE-FABRICATED VEHICLE TRACKING PAD EACH 2
208-00103 REMOVAL AND DISPOSAL OF SEDIMENT (LABOR) HOUR 36
208-00105 REMOVAL AND DISPOSAL OF SEDIMENT (EQUIPMENT) HOUR 12
208-00106 SWEEPING (SEDIMENT REMOVAL) HOUR 72
208-00107 REMOVAL OF TRASH HOUR 36
208-00146 PRE-FABRICATED CONCRETE WASHOUT STRUCTURE EACH 2
208-00207 EROSION CONTROL MANAGEMENT DAY 9
210-00003 RESET LANDSCAPE WALL L F 49
210-00035 RESET WATER METER EACH 1
210-00050 RESET FIRE HYDRANT EACH 1
210-00301 RESET DRIVEWAY GRAVEL SF 898
210-00810 RESET GROUND SIGN EACH 14
210-01000 RESET FENCE LF 260
210-04010 ADJUST MANHOLE EACH 1
210-04015 MODIFY MANHOLE EACH 2
210-04050 ADJUST VALVE BOX EACH 9
210-04060 ADJUST WATER METER EACH 9
212-01200 LANDSCAPE RESTORATION L S 1
213-00067 ROCK MULCH (WEED FREE) SF 560
304-06000 AGGREGATE BASE COURSE (CLASS 6) TON 1524
403-00720 HOT MIX ASPHALT (PATCHING) (ASPHALT) TON 655
412-00605 CONCRETE PAVEMENT (6 INCH) (FAST TRACK) SY 688
412-00805 CONCRETE PAVEMENT (8 INCH) (FAST TRACK) SY 49
412-01000 CONCRETE PAVEMENT (10 INCH) SY 46
601-07001 BACKSIDE FOOTER SF 231
603-01155 15 INCH REINFORCED CONCRETE PIPE (COMPLETE IN PLACE) LF 120
604-19004 WR CURB INLET (SINGLE) EACH 3
604-19006 WR CURB INLET (TRIPLE) EACH 1
604-30005 MANHOLE SLAB BASE (5 FOOT) EACH 2
608-00006 CONCRETE SIDEWALK (6 INCH) SY 1406
608-00010 CONCRETE CURB RAMP SY 299
608-00020 CONCRETE STAIRS SF 34
608-10010 SIDEWALK DRAIN EACH 3
609-20010 CURB TYPE 2 (SECTION B) LF 178
609-21020 VERTICAL CURB AND GUTTER LF 2609
609-21021 MOUNTABLE CURB AND GUTTER LF 129
609-24008 GUTTER TYPE 2 (8 FOOT) LF 67
610-00026 MEDIAN COVER MATERIAL (6 INCH PATTERNED CONCRETE) SF 4005
614-00011 SIGN PANEL (CLASS I) SF 28
614-00214 STEEL SIGNPOST (1.75X1.75 INCH TUBING) LF 40
620-00020 SANITARY FACILITY EACH 1
625-00000 CONSTRUCTION SURVEYING L S 1
626-00000 MOBILIZATION L S 1
627-00008 MODIFIED EPOXY PAVEMENT MARKING GAL 9
627-30405 PREFORMED THERMOPLASTIC PAVEMENT MARKING (WORD- SYMBOL) SF 82
627-30410 PREFORMED THERMOPLASTIC PAVEMENT MARKING (XWALK- STOP LINE) SF 1388
630-00000 FLAGGING HOUR 80
630-00020 TRAFFIC CONTROL DAY 90
700-70010 F/A MINOR CONTRACT REVISIONS F A 1
700-70380 F/A EROSION CONTROL F A 1
700-93400 F/A UTILITIY ADJUSTMENTS F A 1
CONTRACT
ITEM NO. CONTRACT ITEM UNIT
PROJECT TOTALS
PLAN AS CONST.
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 CONSTRUCTEDAugust 7, 2026PRINT DATE:
VERT. SCALE:
FILE NAME:
UNIT INFORMATION
D W
G
F:
\2
5\
1-
0\
5-
1- B\
-D es ig n\ Au to C
AD
\F in al
P la ns \S he et s\
_P ro je ct
5\
T_
SR
VY
_B
1.
R
: g la m pe
D
AT
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A ug
7, :2
EF
S:
T
_P
TB
LK
_B
_X
PA
TT
_B
BA
SE
_B
BN
D Y1
5_ B2
KM
AP
_B
VP
R T1
5_ B2
BA
SE
_B
BA
SE
_B
V
BN
D
Y1 5_
A2
T_SRVY_B2503001.DWG
HORIZ. SCALE:
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 1SRVY 5
ZD
NS
N/A1"=100'
PROJECT 15
FO
FO
VFO
V
FO
V
FO
V
FO
V
M H
100+00 101+00 102+00 103+00 104+00 105+00 106+00 107+00
HARLAN ST HCL L1
POB:100+00
N
D A
VE
R
D A
VE
HARLAN ST
HARLAN ST HCL STA: 100+14.10
BEGIN CONSTRUCTION
PI:113+05.22 L2
HARLAN ST HCL
NO.
L1
L2
L3
L4
STATION
100+00.00 104+37.13
104+37.13 113+05.22
113+05.22 113+50.15
113+50.15 115+00.00
NORTHING
702763.3229 703200.4439
703200.4439 704068.5321
704068.5321 704113.4136
704113.4136 704263.2584
EASTING
122955.6348 122953.2330
122953.2330 122951.0375
122951.0375 122953.2166
122953.2166 122952.3933
LENGTH
437.13'
868.09'
44.93'
149.85'
LINE/CHORD BEARING
N0°18'53"W
N0°08'42"W
N2°46'47"E
N0°18'53"W
DELTA TANGENT RADIUS
M H
X
X
FO
V
FO
V
FO
V
FO
V
FO
V
W M
108+00 109+00 110+00 111+00 112+00 113+00 114+00 115+00
L2 L3
L4
POE:115+00PI:113+50.15PI:113+05.22
HARLAN ST HCL
TH
A
VE
TH
A
VE
HARLAN ST
HARLAN ST HCL STA: 114+28.48
END CONSTRUCTION
NUMBERS
STRUCTURE
NO REVISIONS:
REVISED:
VOID: SHEET SUBSET:
DETAILER:
DESIGNER:
SHEET NUMBER:SUBSET SHEETS:
INIT.COMMENTSDATE:
SHEET REVISIONS AS CONSTRUCTEDAugust 7, 2026PRINT DATE:
VERT. SCALE:
FILE NAME:
UNIT INFORMATION
D W
G
F:
\2
5\
1-
0\
5-
1- B\
-D es ig n\ Au to C
AD
\F in al
P la ns \S he et s\
_P ro je ct
5\
T_ G
EO
_B
1.
R : g la m pe D
AT
E:
A ug
7, :2 4p
EF
S:
T _P
TB
LK
_B
ER
L1
5_ B2
BA
SE
_B
T_GEO15_B2503001.DWG
HORIZ. SCALE:
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
SCALE IN FEET
0' 60'30'
GEOMETRIC CONTROL LAYOUT
1 1GEO 6
GDL
SRE
N/A1"=60'
PROJECT 15
M
AT
C H
LI
N
E
ST
A.
+5
- S
EE
B
EL
O
W
M
AT
C H
LI
N
E
ST
A.
+5
- S
EE
A
BO
VE
1.5% (TYP.)
11.0'
SHARED LANE
6.0' (TYP.)4
SIDEWALK
EX
ROW
VARIES (0.0'-5.0')
BUFFERVARIES (2.5'-5.1')
VARIES (25.0'-28.0')
2.0' 1
EX PAVEMENT
FULL DEPTH HMA PATCH
(SEE SECTION)VERTICAL CURB & GUTTER
(WR STD DTL C-D01)CONCRETE SIDEWALK
(SEE SECTION)
HARLAN ST
HCL
HARLAN ST
STA. 100+34.89 TO STA. 114+25.25
1.5% (TYP.)
11.0'
SHARED LANE
6.0' (TYP.)4
SIDEWALK
VARIES (0.0'-6.0')
BUFFER VARIES (0.0'-6.8')
VARIES (20.0'-29.5')
2.0' 1
VERTICAL CURB & GUTTER
(WR STD DTL C-D01)
CONCRETE SIDEWALK
(SEE SECTION)
MEDIAN COVER MATERIAL
(6 INCH PATTERNED CONCRETE)
(WR STD DTL C-G02)
EX
ROW
END CONDITION INSERTION POINT
(SEE END CONDITIONS)
END CONDITION INSERTION POINT
(SEE END CONDITIONS)
1.0' 21.0' 2
MEDIAN COVER MATERIAL
(6 INCH PATTERNED CONCRETE)
(WR STD DTL C-G02)
33 1.5% (TYP.)3 1.5% (TYP.) 3
6" CONCRETE
3" 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) 5
SUBGRADE COMPACTED TO MINIMUM DENSITY PER
SOIL CLASSIFICATION, CDOT SECTION 203.07
CONCRETE SIDEWALK & CURB RAMP
SECTION
FULL DEPTH HMA PATCH
SECTION
9" 5 2" HMA (GRADING S) (75) (PG 64-22)
2" HMA (GRADING SX) (75) (PG 64-22)
TACK COAT BETWEEN LIFTS
(CSS-1H)
(INCIDENTAL)
2" HMA (GRADING S) (75) (PG 64-22)
6" ABC (CLASS 6)
SUBGRADE COMPACTED TO MINIMUM DENSITY PER
SOIL CLASSIFICATION, CDOT SECTION 203.07
DRIVEWAY HMA PATCH
SECTION
4" 2" HMA (GRADING SX) (75) (PG 64-22)
2" HMA (GRADING SX) (75) (PG 64-22)
TACK COAT BETWEEN LIFTS
(CSS-1H)
(INCIDENTAL)
4:1
4:1
END CONDITIONS
CUT & FILL
STA. 100+41.34 TO STA. 101+51.65
STA. 103+31.72 TO STA. 104+41.48
STA. 105+25.48 TO STA. 106+24.20
STA. 107+04.68 TO STA. 108+87.98
STA. 110+02.53 TO STA. 112+81.08
INSERTION POINT
1% TIE SLOPE
STA. 104+76.89 TO STA. 105+25.48
STA. 108+87.98 TO STA. 109+41.53
INSERTION POINT
PARKING LOT TIE-IN
STA. 101+51.65 TO STA. 103+31.72
STA. 104+41.48 TO STA. 104+76.89
INSERTION POINT
4:1
4:1
CUT & FILL
STA. 100+40.03 TO STA. 102+31.91
STA. 103+50.25 TO STA. 106+27.68
STA. 107+10.25 TO STA. 110+63.40
STA. 111+61.20 TO STA. 111+71.70
STA. 112+25.46 TO STA. 112+78.01
STA. 113+67.41 TO STA. 114+22.48
INSERTION POINT
GRAVEL PARKING W/ CURB
STA. 102+31.91 TO STA. 103+16.72
INSERTION POINT
BACKSIDE FOOTER
STA. 110+75.42 TO STA. 111+37.70
INSERTION POINT
RTLT
CURB TYPE 2 (SECTION B)
INTEGRAL WITH CONCRETE SIDEWALK
SIDEWALK WITH BACKSIDE FOOTER
(SEE DETAIL)
GRAVEL PARKING W/O CURB
STA. 103+16.72 TO STA. 103+40.76
INSERTION POINT
LANDSCAPE WALL
STA. 111+71.70 TO STA. 112+25.46
INSERTION POINT
RESET LANDSCAPE WALL (1' MAX.)EX GROUND
VARIES
VARIES
1%
VARIES
8"
8"
1.
0'
M
IN
3.0'
4" CHAMFER
(2) #4 REBAR GR 60 @ 12" O.C.
#4 REBAR GR 60 @ 12" O.C.
(5) #4 REBAR GR 60. EQ. SPACED
4"
TO BE PAID AS
CONCRETE SIDEWALK
(6 INCH)
TO BE PAID AS
BACKSIDE FOOTER
BACKSIDE FOOTER
DETAIL
4" MIN. ABC (CLASS 6)
NOTE
THE MINIMUM CLEARANCE MEASURED FROM FACE OF CONCRETE TO THE
SURFACE OF A REINFORCING BAR SHALL BE 3" FOR CONCRETE CAST
AGAINST EARTH AND 2" IN ALL OTHER LOCATIONS.
1.
EX GRADE
BACKSIDE FOOTER
TO BE POURED
MONOLITHICALLY
WITH CONCRETE
SIDEWALK
VERTICAL CURB AND GUTTER (AT DRIVEWAYS)
DETAIL
2.0'
GUTTER PAN
8.33%
EDGE OF PAVEMENT
FLOWLINE
DRIVEWAY
SEE SIDEWALK DETAILS
FOR DRIVEWAY SLOPE
NUMBERS
STRUCTURE
NO REVISIONS:
REVISED:
VOID: SHEET SUBSET:
DETAILER:
DESIGNER:
SHEET NUMBER:SUBSET SHEETS:
INIT.COMMENTSDATE:
SHEET REVISIONS AS CONSTRUCTEDAugust 7, 2026PRINT DATE:
VERT. SCALE:
FILE NAME:
UNIT INFORMATION
D W
G
F:
\2
5\
1-
0\
5-
1- B\
-D es ig n\ Au to C
AD
\F in al
P la ns \S he et s\
_P ro je ct
5\
T_
TY
P1 5_
B2
.d
R : s en os
D
AT
E:
A ug
7, :3
2p
EF
S:
T
_P
TB
LK
_B
BN
D Y1
5_ B2
BA
SE
_B
T_TYP15_B2503001.DWG
HORIZ. SCALE:
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 TYPICAL SECTIONS
1 1TYP 7
GDL
SRE
N/AN/A
PROJECT 15
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.
5 THICKNESSES SHOWN ARE MINIMUMS.
CONTRACTOR SHALL MATCH EXISTING
THICKNESSES OR THE MINIMUMS SHOWN,
WHICHEVER IS GREATER.
1 FULL WIDTH RECONSTRUCTION:
STA. 105+45 TO STA. 106+76.62
2 OMIT 1.0' ABC EXTENSION IF IT
CANNOT BE PLACED WITHIN ROW.
3 SIDEWALK AND BUFFER CROSS SLOPE
VARIES. SEE SIDEWALK DETAILS.
4 SIDEWALK WIDTH VARIES
(4.5'-8.0'). SEE SIDEWALK PLANSLS.
SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS
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 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
TP
S
FO
V
S
FO
V
TP
FO
V
D
W M
D
D
W M
W
W M
W M
W M W M
FO
V
W M
TS
W W
W
W W W W W W W W W W
W W W W W W W W
SD
SD
SD
SD
SD
SD
SD
G G G
G G G G G G G
FO
FO
W W
W W
P-OH
P-OH
P-OH
P-OH P-OH P-OH P-OH P-OH P-OH P-OH
P-OH
P-OH P-OH
P-O H
P-OH
FO FO FO FOP-OH
P-O H
P-O H
P-O H
FO
FO
V
100+00 101+00 102+00 103+00 104+00
SANDOVAL MALA G
6001 W 32ND AVE
39-252-20-029
ORDER SONS OF
ITALY IN AMERICA
5925 W 32 AVE
39-251-00-045
PREDKI NICOLE B
SULLIVAN SEAN M
3248 HARLAN ST
39-251-18-004 SA
LT
ER
E
R R
O L
F
SA
LT
ER
C
AR
O
LE
A
H
AR
LA
N S
T
-2
-1 8-
WILLIAM E JONES 2022
REVOCABLE TRUST
3225 HARLAN ST
39-252-20-026
SAMUELS DAVID G
SAMUELS JILL M
3215 HARLAN ST
39-252-20-031
WANZECK TYLER ROSS
3247 HARLAN ST
39-252-20-025
G
AL
LA
G
H
ER
N
EA
L
TH
O M
AS
ST
R
EI
FE
L
KA
R
IN
M
AR
IE
H
AR
LA
N
S T
-2
-2
0-
EX ROW
(TYP)
PROPERTY LINE
(TYP)
HARLAN ST HARLAN ST HCL
N
D A
VE
TCE (TYP)
100+00 101+00 102+00 103+00 104+00
ADJUST VALVE BOX (1 EA)
EX WATER METER (PIP)
ADJUST WATER METER (1 EA)
ADJUST WATER
METER (1 EA) ADJUST PEDESTAL (BY CENTURY LINK)
ADJUST PULL BOX (BY GOOGLE)
ADJUST WATER
METER (1 EA)
RELOCATE PULL BOX
(BY GOOGLE)
ADJUST WATER
METER (1 EA)
RELOCATE PULL BOX
(BY GOOGLE)
MODIFY MANHOLE
(1 EA)
EX INLET (PIP)
RESET FENCE (60 LF)
SAWCUT (TYP)
REMOVAL OF
PIPE (53 LF)
REMOVAL OF PIPE (5 LF)REMOVAL OF PIPE (125 LF)
REMOVAL OF STORM STRUCTURE (1 EA)
EX POWER POLE & GUY WIRES (PIP)
EX POWER POLE (PIP)
EX POWER
POLE (PIP)
EX POWER POLE (PIP)
EX FENCE (PIP)
MODIFY MANHOLE
(1 EA)
ADJUST VALVE
BOX (1 EA)
EX POWER POLE (PIP)
EX POWER POLE (PIP)
ADJUST WATER METER (1 EA)
REMOVAL OF WALL (10 LF)
EX WALL (PIP)REMOVAL OF SLOTTED DRAIN (169 LF)
REMOVAL OF INLET (1 EA)
EX LIGHT POLE (PIP)
EX FENCES
(PIP) REMOVAL OF
BOLLARD
(INCIDENTAL)
RESET FENCE (15 LF)
EX BOLLARD (PIP)
RESET FENCE (10 LF)
SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS
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 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
S
W M
FO
V
W M
EV
FO
V
W M
FO
V
FO
V
W M
FO
V
W M W
M
W M
FO
V W
M
W M
W M
FO
V
G
G G
G G G G
G G G G G G G G
G G
P-OH P-OH P-OH P-OH
P-OH P-OH P-OH P-OH P-OH P-OH P-OH P-OH P-OH
G
G G G
G
FO
V
105+00 106+00 107+00 108+00 109+00
CARLSON ANDREW
MARSHALL ALEXANDRA
3290 HARLAN ST
39-251-18-001
ROBERT THOMAS PASWELL
REV LIV TR
3310 HARLAN ST
39-251-17-018 PENKOWSKI FRANCES H
3350 HARLAN ST
39-251-17-019
COTTLE GRAHAM
5990 W 34TH AVE
39-251-17-009
BOLAND HANNAH KATHERINE
3275 HARLAN ST
39-252-20-023
SHEFFEL JEFFREY A
HOEZEE JULIE A
3295 HARLAN ST
39-252-20-022
G
AL
LA
G
H
ER
N
EA
L
TH
O M
AS
ST
R
EI
FE
L
KA
R
IN
M
AR
IE
H
AR
LA
N
S T
-2
-2
0-
SA
LT
ER
E
R R
O L
F
SA
LT
ER
C
AR
O
LE
A
H
AR
LA
N S
T
-2
-1 8-
WELLER MARY E
3305 HARLAN ST
39-252-14-020
WEBSTER MADISON
MALESOVAS COLTON
3317 HARLAN ST
39-252-14-019
FOUST KENNETH R
PERRAS ANDREA C
3321 HARLAN ST
39-252-14-018
EX ROW (TYP)
PROPERTY LINE
(TYP)
HARLAN ST
EX UTILITY ESMT EX UTILITY ESMT
HARLAN ST HCL
R
D A
VE
TCE (TYP)
PR ROW (TYP)
DUNKIN LOREN
CANNING MARA
3280 HARLAN ST
39-251-18-002
105+00 106+00 107+00 108+00 109+00
ADJUST WATER
METER (1 EA)
RELOCATE PULL BOX
(BY GOOGLE)
ADJUST WATER
METER (1 EA)
RELOCATE PULL BOX
(BY GOOGLE)
RELOCATE PULL BOXES
(BY GOOGLE)
RESET WATER
METER (1 EA)
EX WATER
METER (PIP)
ADJUST VALVE
BOX (2 EA)
RELOCATE PULL BOX
(BY GOOGLE)
ADJUST PULL BOX
(BY GOOGLE)
ADJUST PULL BOX
(BY GOOGLE)
ADJUST WATER
METER (1 EA)
ADJUST VALVE
BOX (1 EA)
ADJUST VALVE BOX (1 EA)
RESET
HYDRANT (1 EA)
RESET FENCE (43 LF)
EX FENCE AND
GATE (PIP)
SAWCUT (TYP)
EX POWER POLE (PIP)
EX POWER
POLE (PIP)
EX POWER POLE (PIP)EX WATER
METER (PIP)
REMOVAL OF WALL (9 LF)
EX FENCE (PIP)
TRIM BUSH
(INCIDENTAL)
RELOCATE PULL BOX
(BY GOOGLE) REMOVAL OF
POLE (1 EA)
REMOVAL OF LANDSCAPE
WALL (INCIDENTAL)
REMOVAL OF PAVERS
(INCIDENTAL)
ADJUST MANHOLE (1 EA)
ADJUST VALVE BOX (1 EA)
EX FENCE (PIP)
EX POWER POLE (PIP)
EX WATER
METER (PIP)
REMOVAL OF SIDEWALK CHASE
(INCIDENTAL)
FO
V
W M
FO
VFO
V
M H
FO
V
FO
VFO
V
FO
V
FO
V
FO
V
FO
V
FO
V
FO
V
FO
V
FO
V
M H
W M
KEY MAP
HARLAN ST
N D
A
VE
R
D A
VE
TH
A
VE
TH
A
VE
8 98
SCALE IN FEET
0' 40'20'
NUMBERS
STRUCTURE
NO REVISIONS:
REVISED:
VOID: SHEET SUBSET:
DETAILER:
DESIGNER:
SHEET NUMBER:SUBSET SHEETS:
INIT.COMMENTSDATE:
SHEET REVISIONS AS CONSTRUCTEDAugust 7, 2026PRINT DATE:
VERT. SCALE:
FILE NAME:
UNIT INFORMATION
D W
G
F:
\2
5\
1-
0\
5-
1- B\
-D es ig n\ Au to C
AD
\F in al
P la ns \S he et s\
_P ro je ct
5\
T_ D
EM
_B
1.
R : s en os
D
AT
E:
A ug
7, :3
EF
S:
T
_P
TB
LK
_B
PA
TT
_B
U
TI
L1 5_
B2
BA
SE
_B
VP
R
T1 5_
B2
AN
N O
_B
BN
D Y1
5_ B2
KM
AP
_B
VP
R T1
5_ B2
BA
SE
_B
BA
SE
_B
BN
D
Y1 5_
A2
R
W
AY
_B
T_DEM15_B2503001.DWG
HORIZ. SCALE:
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
M
AT
C H
LI
N
E
ST
A.
+4
- S
EE
B
EL
O
W
M
AT
C H
LI
N
E
ST
A.
+4
- S
EE
A
BO
VE
M
AT
C H
LI
N
E
ST
A.
+3
- S
EE
S
H
EE
T
REMOVAL PLANS
1 2REM 8
GDL
SRE
N/A1"=40'
PROJECT 15
NOTES
1. SEE SIDEWALK PLANS 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.
7. EXISTING FIBER OPTIC LINES SHOWN ARE
APPROXIMATE GOOGLE FIBER FACILITIES.
CONTRACTOR SHALL USE CAUTION DURING
CONSTRUCTION.
REMOVAL LEGEND
REMOVAL OF
ASPHALT MAT
REMOVAL OF SIDEWALK
REMOVAL OF CONCRETE
CURB RAMP
REMOVAL OF CONCRETE
PAVEMENT
REMOVAL OF
CURB & GUTTER / CURB
REMOVAL OF FENCE / GATE
REMOVAL OF PIPE
REMOVAL OF WALL
REMOVAL OF
PAVEMENT MARKING
ABBREVIATIONS
PIP = PROTECT IN PLACE
SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
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
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
S S
W
M FO
V
FO
V
W M
W M
FO
V
W
FO
VFO
V
D
FO
V
W M
W M W
M
G G G G G G G
SDSDSD
SD
SD
SD
P-OH
P-OH P-OH P-OH P-OH P-OH P-OH P-OH P-OH
P-OH P-OH
G
P-O H
P-O H
P-O H
G G
G
FO
V
W M
W
FO
V
FO
V
110+00 111+00 112+00 113+00 114+00
BRUEMMER JAKE
PETRZILKA ALEXIS
3410 HARLAN ST
39-251-16-021
FOUST KENNETH R
PERRAS ANDREA C
3321 HARLAN ST
39-252-14-018
C O
TT
LE
G R
AH
AM
W
4T H
A
VE
-2
-1
7-
HOOK NATALIE M
3401 HARLAN ST
39-252-14-017
DEVRIES MANTAK FAMILY
LIVING TRUST
3405 HARLAN ST
39-252-14-016
LAROW WILLIAM
3407 HARLAN ST
39-252-14-015
WHITE JANET M
3447 HARLAN ST
39-252-14-014
WILLIAMS DANIELLE C
WILLIAMS JOHN B
3420 HARLAN ST
39-251-16-022
LUTZ RYAN
3430 HARLAN ST
39-251-16-023
AUGUSTA R SMITH
REVOCABLE TRUST
3440 HARLAN ST
39-251-16-024
ROBLES STEVEN MICHAEL
3450 HARLAN ST
39-251-16-025
FEHR BRETT R
FEHR LILA E
3510 HARLAN ST
39-251-08-009
EDWARDS LOREN
3530 HARLAN ST
39-251-08-008
DENISE L BELK
REVOCABLE TRUST
6001 W 35TH AVE
39-252-00-033
SPROULE KATHLEEN M
3545 HARLAN ST
39-252-00-032
HARLAN ST
TH
A
VE
TH
A
VE
EX ROW
(TYP)
PROPERTY LINE
(TYP)
HARLAN ST HCL
PR ROW (TYP)
TCE (TYP)
110+00 111+00 112+00 113+00 114+00
ADJUST PULL BOX
(BY GOOGLE)
ADJUST PULL BOX (BY GOOGLE)
RELOCATE PULL BOX
(BY GOOGLE)
ADJUST PULL BOX (BY GOOGLE)
ADJUST MANHOLE (1 EA)
ADJUST VALVE BOX (1 EA)
ADJUST VALVE BOX (1 EA)
ADJUST WATER METER (1 EA)
RELOCATE PULL BOX
(BY GOOGLE) EX PULL BOX
(PIP)
EX WATER
METER (PIP) EX WATER
METER (PIP)
ADJUST PULL BOX (BY GOOGLE)
RESET FENCE
(119 LF)
SAWCUT (TYP)
REMOVAL OF PIPE (13 LF)
REMOVAL OF INLET (1 EA)
EX POWER
POLE (PIP)
EX POWER POLE (PIP)
EX POWER POLE (PIP)
EX POWER POLE (PIP)
RESET FENCE (16 LF)
EX TREE (PIP)
TRIM BUSHES
(INCIDENTAL)
REMOVAL OF LANDSCAPE
WALL (INCIDENTAL)
ADJUST PULL BOX
(BY GOOGLE)
EX WATER
METER (PIP)
EX PULL BOX (PIP)
RESET LANDSCAPE
WALL (49 LF)
REMOVAL OF BUSHES
(INCIDENTAL)
REMOVAL OF BOLLARD
(INCIDENTAL)
FO
V
W M
FO
VFO
V
M H
FO
V
FO
VFO
V
FO
V
FO
V
FO
V
FO
V
FO
V
FO
V
FO
V
FO
V
M H
W M
KEY MAP
HARLAN ST
N
D A
VE
R
D A
VE
TH
A
VE
TH
A
VE
8 98
SCALE IN FEET
0' 40'20'
NUMBERS
STRUCTURE
NO REVISIONS:
REVISED:
VOID: SHEET SUBSET:
DETAILER:
DESIGNER:
SHEET NUMBER:SUBSET SHEETS:
INIT.COMMENTSDATE:
SHEET REVISIONS AS CONSTRUCTEDAugust 7, 2026PRINT DATE:
VERT. SCALE:
FILE NAME:
UNIT INFORMATION
D W
G
F:
\2
5\
1-
0\
5-
1- B\
-D es ig n\ Au to C
AD
\F in al
P la ns \S he et s\
_P ro je ct
5\
T_ D
EM
_B
1.
R : s en os
D
AT
E:
A ug
7, :3
EF
S:
T
_P
TB
LK
_B
PA
TT
_B
U
TI
L1 5_
B2
BA
SE
_B
VP
R
T1 5_
B2
AN
N O
_B
BN
D Y1
5_ B2
KM
AP
_B
VP
R T1
5_ B2
BA
SE
_B
BA
SE
_B
BN
D
Y1 5_
A2
R
W
AY
_B
T_DEM15_B2503001.DWG
HORIZ. SCALE:
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
REMOVAL LEGEND
REMOVAL OF
ASPHALT MAT
REMOVAL OF
SIDEWALK
REMOVAL OF
CONCRETE CURB RAMP
REMOVAL OF
CONCRETE PAVEMENT
REMOVAL OF
CURB & GUTTER / CURB
RESET FENCE / GATE
REMOVAL OF
PIPE
REMOVAL OF WALL
REMOVAL OF
PAVEMENT MARKING
NOTES
1. SEE SIDEWALK PLANS 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.
7. EXISTING FIBER OPTIC LINES SHOWN ARE APPROXIMATE GOOGLE FIBER FACILITIES. CONTRACTOR SHALL USE CAUTION
DURING CONSTRUCTION.
ABBREVIATIONS
PIP = PROTECT IN PLACE
M
AT
C H
LI
N
E
ST
A.
+3
- S
EE
S
H
EE
T
REMOVAL PLANS
2 2REM 9
GDL
SRE
N/A1"=40'
SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS
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 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
TP
S
FO
V
S
FO
V
TP
FO
V
D
W M
D
D
W M
W
W M
W M
W M W M
FO
V
W M
TS
W W
W
W W W W W W W W W W
W W W W W W W W
SD
SD
SD
SD
SD
SD
SD
G G G
G G G G G G G
FO
FO
W W
W W
P-OH
P-OH
P-OH
P-OH P-OH P-OH P-OH P-OH P-OH P-OH
P-OH
P-OH P-OH
P-O H
P-OH
FO FO FO FOP-OH
P-O H
P-O H
P-O H
FO
FO
V
FO
V FO
V
M H
SANDOVAL MALA G
6001 W 32ND AVE
39-252-20-029
ORDER SONS OF
ITALY IN AMERICA
5925 W 32 AVE
39-251-00-045
PREDKI NICOLE B
SULLIVAN SEAN M
3248 HARLAN ST
39-251-18-004 SA
LT
ER
E
R R
O L
F
SA
LT
ER
C
AR
O
LE
A
H
AR
LA
N S
T
-2
-1 8-
WILLIAM E JONES 2022
REVOCABLE TRUST
3225 HARLAN ST
39-252-20-026
SAMUELS DAVID G
SAMUELS JILL M
3215 HARLAN ST
39-252-20-031
WANZECK TYLER ROSS
3247 HARLAN ST
39-252-20-025
G
AL
LA
G
H
ER
N
EA
L
TH
O M
AS
ST
R
EI
FE
L
KA
R
IN
M
AR
IE
H
AR
LA
N
S T
-2
-2
0-
EX ROW
(TYP)
PROPERTY LINE
(TYP)
HARLAN ST HARLAN ST HCL
N
D A
VE
TCE (TYP)
100+00 101+00 102+00 103+00 104+00
R15.0'
R15.0'
SAWCUT (TYP)
6.
0'
6.
0' 3.
7'
.0
.0
BEGIN FENCE
STA: 101+68.09, 26.00' L END FENCE
STA: 102+21.19, 26.00' L
17.8' 23.6'
BEGIN MOUNTABLE CURB
STA: 101+28.01, 11.00' R
END MOUNTABLE CURB
STA: 102+32.78, 11.00' R
MOUNTABLE CURB AND GUTTER
(PER JEFFCO STD DTL 1)
4.
0'
3.
0'
3.
0'
13.6' 20.3' 9.5' 10.8'
19.8' 17.9' 11.2' 15.8'
4.
0'
3.
0'
CONCRETE GUTTER PAN
(INCIDENTAL)
(SEE SIDEWALK DETAILS)BEGIN FENCE
STA: 100+72.80,
23.50' L
END FENCE
STA: 100+86.31, 23.50' L
APPROX. RELOCATED
GOOGLE PULL BOX
APPROX. RELOCATED GOOGLE PULL BOX
RESET FENCE
V
INLET PR01
INLET PR02
B B
VGUTTER TYPE 2
(8 FOOT)
RESET FENCE
END FENCE
STA: 100+38.60,
23.31' L
BEGIN FENCE
STA: 100+32.57,
29.50' L
RESET FENCE
EX MH01
MH PR01
SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS
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 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
S
W M
FO
V
W M
EV
FO
V
W M
FO
V
FO
V
W M
FO
V
W M W
M
W M
FO
V W
M
W M
W M
FO
V
G
G G
G G G G
G G G G G G G G
G G
P-OH P-OH P-OH P-OH
P-OH P-OH P-OH P-OH P-OH P-OH P-OH P-OH P-OH
G
G G G
G
FO
V
X
FO
V
FO
V
FO
V
FO
V
FO
V
W M
CARLSON ANDREW
MARSHALL ALEXANDRA
3290 HARLAN ST
39-251-18-001
ROBERT THOMAS PASWELL
REV LIV TR
3310 HARLAN ST
39-251-17-018 PENKOWSKI FRANCES H
3350 HARLAN ST
39-251-17-019
COTTLE GRAHAM
5990 W 34TH AVE
39-251-17-009
BOLAND HANNAH KATHERINE
3275 HARLAN ST
39-252-20-023
SHEFFEL JEFFREY A
HOEZEE JULIE A
3295 HARLAN ST
39-252-20-022
G
AL
LA
G
H
ER
N
EA
L
TH
O M
AS
ST
R
EI
FE
L
KA
R
IN
M
AR
IE
H
AR
LA
N
S T
-2
-2
0-
SA
LT
ER
E
R R
O L
F
SA
LT
ER
C
AR
O
LE
A
H
AR
LA
N S
T
-2
-1 8-
WELLER MARY E
3305 HARLAN ST
39-252-14-020
WEBSTER MADISON
MALESOVAS COLTON
3317 HARLAN ST
39-252-14-019
FOUST KENNETH R
PERRAS ANDREA C
3321 HARLAN ST
39-252-14-018
EX ROW (TYP)
PROPERTY LINE
(TYP)
HARLAN ST
EX UTILITY ESMT EX UTILITY ESMT
HARLAN ST HCL
R
D A
VE
TCE (TYP)
PR ROW (TYP)
DUNKIN LOREN
CANNING MARA
3280 HARLAN ST
39-251-18-002
105+00 106+00 107+00 108+00 109+00
R15.0' R15 .0'
R15 .0' R15.0'
SAWCUT (TYP)
6.
0'
6.
0'
.0
3.
7'
10.0'
6.
0'
3.
5'
6.
0'
3.
0'
.0
BEGIN FENCE
STA: 106+87.69, 47.79' L
END FENCE
STA: 107+11.60, 24.82' L
17.8' 18.3' 17.0'
16.5' 18.3'
16.2' 10.0'
18.1' 16.4'16.2'
.0
.0
4.
0'
3.
0' 3.
0'
22.0'
22.0'
SIDEWALK CHASE
(WR STD DTL U-A01, TYPE SC)
STA: 106+46.53, 36.17' R
3.
0'
APPROX. RELOCATED HYDRANT
(INSTALL PER DENVER
WATER STD DWG 33206)
STA: 107+06.21, 16.81' R
6.
0'
APPROX. RELOCATED
GOOGLE PULL BOX
APPROX. RELOCATED
GOOGLE PULL BOX
APPROX. RELOCATED
GOOGLE PULL BOX
APPROX. RELOCATED
GOOGLE PULL BOX
APPROX. RELOCATED
GOOGLE PULL BOX
V V
RESET FENCE
GUTTER TYPE 2
(8 FOOT)
B
7.
0'
4.
5'
B
RELOCATED WATER METER
STA: 107+81.24, 17.50' R
5.0'
2.
5'
5.0'
2.
5'
FO
V
W M
FO
VFO
V
M H
FO
V
FO
VFO
V
FO
V
FO
V
FO
V
FO
V
FO
V
FO
V
FO
V
FO
V
M H
W M
KEY MAP
HARLAN ST
N D
A
VE
R
D A
VE
TH
A
VE
TH
A
VE
10 1110
ROADWAY LEGEND
FULL DEPTH HMA PATCH
(SEE TYPICAL SECTIONS)
DRIVEWAY HMA PATCH
(SEE TYPICAL SECTIONS)
CONC PVMT (6") (FAST TRACK) ON
ABC (CLASS 6) (6")
CONC PVMT (8") (FAST TRACK) ON
ABC (CLASS 6) (6")
CONCRETE SIDEWALK
(SEE TYPICAL SECTIONS)
CONCRETE CURB RAMP
(SEE TYPICAL SECTIONS)
CONCRETE STAIRS
MEDIAN COVER MATL
(6" PATT CONC)
RESET DRIVEWAY GRAVEL (1")
ABC (CLASS 6) (1")
VERTICAL C&G
CURB TYPE 2 (SECTION B)
GRADING LIMIT
V
B
NOTES
1. STATION AND OFFSET CALLOUTS ARE RELATIVE
TO THE HARLAN 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.
NUMBERS
STRUCTURE
NO REVISIONS:
REVISED:
VOID: SHEET SUBSET:
DETAILER:
DESIGNER:
SHEET NUMBER:SUBSET SHEETS:
INIT.COMMENTSDATE:
SHEET REVISIONS AS CONSTRUCTEDAugust 9, 2026PRINT DATE:
VERT. SCALE:
FILE NAME:
UNIT INFORMATION
D W
G
F:
\2
5\
1-
0\
5-
1- B\
-D es ig n\ Au to C
AD
\F in al
P la ns \S he et s\
_P ro je ct
5\
T_ R
PP
_B
1.
R : n st oc k D
AT
E:
A ug
9, :5
EF
S:
T _P
TB
LK
_B
BN
D
Y1 5_
B2
ER
L1 5_
B2
AN
N O
_B
BA
SE
_B
BA
SE
_B
U
TI
L1
5_ B2
KM
AP
_B
VP
R T1
5_ B2
BA
SE
_B
BA
SE
_B
BN
D
Y1 5_
A2
PA
TT
_B
R W
AY
_B
T_RPP15_B2503001.DWG
HORIZ. SCALE:
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 SIDEWALK PLANS
1 2PLN 10
GDL
SRE
N/A1"=40'
PROJECT 15
M
AT
C H
LI
N
E
ST
A.
+4
- S
EE
B
EL
O
W
M
AT
C H
LI
N
E
ST
A.
+4
- S
EE
A
BO
VE
M
AT
C H
LI
N
E
ST
A.
+3
- S
EE
S
H
EE
T
SCALE IN FEET
0' 40'20'
SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
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
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
S S
W
M FO
V
FO
V
W M
W M
FO
V
W
FO
VFO
V
D
FO
V
W M
W M W
M
G G G G G G G
SDSDSD
SD
SD
SD
P-OH
P-OH P-OH P-OH P-OH P-OH P-OH P-OH P-OH
P-OH P-OH
G
P-O H
P-O H
P-O H
G G
G
FO
V
W M
W
FO
V
FO
V
M H
X
X X
FO
V
FO
V
FO
V
FO
V
BRUEMMER JAKE
PETRZILKA ALEXIS
3410 HARLAN ST
39-251-16-021
FOUST KENNETH R
PERRAS ANDREA C
3321 HARLAN ST
39-252-14-018
C O
TT
LE
G R
AH
AM
W
4T H
A
VE
-2
-1
7-
HOOK NATALIE M
3401 HARLAN ST
39-252-14-017
DEVRIES MANTAK FAMILY
LIVING TRUST
3405 HARLAN ST
39-252-14-016
LAROW WILLIAM
3407 HARLAN ST
39-252-14-015
WHITE JANET M
3447 HARLAN ST
39-252-14-014
WILLIAMS DANIELLE C
WILLIAMS JOHN B
3420 HARLAN ST
39-251-16-022
LUTZ RYAN
3430 HARLAN ST
39-251-16-023
AUGUSTA R SMITH
REVOCABLE TRUST
3440 HARLAN ST
39-251-16-024
ROBLES STEVEN MICHAEL
3450 HARLAN ST
39-251-16-025
FEHR BRETT R
FEHR LILA E
3510 HARLAN ST
39-251-08-009
EDWARDS LOREN
3530 HARLAN ST
39-251-08-008
DENISE L BELK
REVOCABLE TRUST
6001 W 35TH AVE
39-252-00-033
SPROULE KATHLEEN M
3545 HARLAN ST
39-252-00-032
HARLAN ST
TH
A
VE
TH
A
VE
EX ROW
(TYP)
PROPERTY LINE
(TYP)
HARLAN ST HCL
PR ROW (TYP)
TCE (TYP)
110+00 111+00 112+00 113+00 114+00
R20 .0'
R15.0' R15 .0'
R15.0' R15 .0'
6.
0'
6.
0'
6.
0'
2.
0' 2.
0'
22.0'
BEGIN FENCE
STA: 113+42.65, 53.41' L
END FENCE
STA: 114+28.89, 25.94' L
END FENCE
STA: 112+99.93, 33.65' L
BEGIN FENCE
STA: 112+92.25, 25.95' L
10.0' 13.1' 12.0' 17.0' 10.2'
7.9' 10.5' 12.2'
17.9'
3.
0'
SIDEWALK CHASE
(WR STD DTL U-A01, TYPE SC)
STA: 110+18.82, 21.50' R
SIDEWALK CHASE
(WR STD DTL U-A01, TYPE SC)
STA: 110+75.52, 21.50' R
3.
0'
.0
.0
APPROX. RELOCATED
GOOGLE PULL BOX
APPROX. RELOCATED
GOOGLE PULL BOX
STA: 112+25.42, 23.00' L
STA: 111+71.70, 23.00' L
APPROX. RELOCATED
GOOGLE PULL BOX
APPROX. RELOCATED
GOOGLE PULL BOX
V V
RESET FENCE
INLET PR04 MH PR02
RESET FENCE
INLET PR03
BACKSIDE FOOTER
(SEE TYPICAL SECTIONS)
GUTTER
TYPE 2
(8 FOOT)
RESET LANDSCAPE WALL
(1' MAX.)
7.
0'
22.0'
26.4'
B
B
FO
V
W M
FO
VFO
V
M H
FO
V
FO
VFO
V
FO
V
FO
V
FO
V
FO
V
FO
V
FO
V
FO
V
FO
V
M H
W M
KEY MAP
HARLAN ST
N
D A
VE
R
D A
VE
TH
A
VE
TH
A
VE
10 1110
SCALE IN FEET
0' 40'20'
NOTES
1. STATION AND OFFSET CALLOUTS ARE RELATIVE TO THE HARLAN 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.
ROADWAY LEGEND
FULL DEPTH HMA PATCH
(SEE TYPICAL SECTIONS)
DRIVEWAY HMA PATCH
(SEE TYPICAL SECTIONS)
CONC PVMT (6") (FAST TRACK) ON
ABC (CLASS 6) (6")
CONC PVMT (8") (FAST TRACK) ON
ABC (CLASS 6) (6")
CONCRETE SIDEWALK
(SEE TYPICAL SECTIONS)
CONCRETE CURB RAMP
(SEE TYPICAL SECTIONS)
CONCRETE STAIRS
MEDIAN COVER MATL
(6" PATT CONC)
DRIVEWAY GRAVEL (1")
ABC (CLASS 6) (1")
VERTICAL C&G
CURB TYPE 2 (SECTION B)
GRADING LIMIT
V
B
NUMBERS
STRUCTURE
NO REVISIONS:
REVISED:
VOID: SHEET SUBSET:
DETAILER:
DESIGNER:
SHEET NUMBER:SUBSET SHEETS:
INIT.COMMENTSDATE:
SHEET REVISIONS AS CONSTRUCTEDAugust 9, 2026PRINT DATE:
VERT. SCALE:
FILE NAME:
UNIT INFORMATION
D W
G
F:
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5-
1- B\
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P la ns \S he et s\
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T_ R
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_B
1.
R : n st oc k D
AT
E:
A ug
9, :5
EF
S:
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TB
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_B
BN
D
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B2
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B2
AN
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BA
SE
_B
BA
SE
_B
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AP
_B
VP
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5_ B2
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_B
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SE
_B
BN
D
Y1 5_
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PA
TT
_B
R W
AY
_B
T_RPP15_B2503001.DWG
HORIZ. SCALE:
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 SIDEWALK PLANS
2 2PLN 11
GDL
SRE
N/A1"=40'
PROJECT 15
M
AT
C H
LI
N
E
ST
A.
+3
- S
EE
S
H
EE
S
V
TP
FO
V
D
W M
D
D
W M
W
W M
W M
TS
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
P-U G
P-OH
P-OH
P-OH
P-OH
P-OH
P-OH P-OH P-OH P-OH P-OH P-OH P-OH P-OH
P-OH
P-OH
P-OH
P-OH
FO FO FO FO FO FO FO FO FO
P-OH
P-OHP-OH
P-O H
P-O H
P-O H
P-O H
P-O H
P-O H
M H
100+00 101+00 102+00
SANDOVAL MALA G
6001 W 32ND AVE
39-252-20-029
SAMUELS DAVID G
SAMUELS JILL M
3215 HARLAN ST
39-252-20-031
ORDER SONS OF
ITALY IN AMERICA
5925 W 32 AVE
39-251-00-045
N
D A
VE
HARLAN ST
EX ROW
(TYP)
HARLAN ST HCL
PROPERTY LINE
(TYP)
EL
.2
(E .O
.P
0+
.0
0, 1.
' R
EL
.0
(E .O
.P
0+
.0
0, 1.
' R
EL
.6
(E .O
.P
0+
.0
0, 1.
' R
EL
.4
(E .O
.P
1+
.0
0, 1.
' R
EL
.1
(E .O
.P
1+
.0
0, 1.
' R
EL
.8
(E .O
.P
1+
.0
0, 1.
' R
EL
.5
(E .O
.P
1+
.0
0, 1.
' R
EL
.1
(E .O
.P
1+
.0
0, 1.
' R
EL
.7
(E .O
.P
2+
.0
0, 1.
' R
EL
.3
(E .O
.P
2+
.0
0, 1.
' R
EL
.5
(E .O
.P
0+
.0
0, 1.
' L
EL
.4
(E .O
.P
1+
.0
0, 1.
' L
EL
.2
(E .O
.P
2+
.0
0, 1.
' L
EL= 5462.85 (E.O
.P.)
102+20.00, 11.00' L 100+18.18, 41.20' L
EL= 5454.41 (M.E.)
100+15.99, 41.21' L
EL= 5454.48 (M.E.)
100+17.87, 49.48' R
EL= 5456.81 (M.E.)
100+15.86, 49.48' R
EL= 5456.87 (M.E.)
2.0'
100+46.03, 9.00' L
EL= 5456.24 (M.E.)
100+46.01, 5.03' R
EL= 5456.55 (M.E.)
A1 A2 A3
A4 A5 A6
A7 A8 A9
A11 A12 A13
C1 C2 C3
C4 C5 C6
C7 C8
C10 C11
B1 B2 B3
B4 B5 B6 B7
B9 B10 B11 B12 B13
.0
.0
2.
0'
2.
0'
B8 5.
0'
6.
0'
C9
101+71.82, 23.00' L
EL= 5461.55 (B.W.)
101+77.82, 22.50' L
EL= 5461.79 (B.W.)
6.
0'
102+21.91, 22.50' L
EL= 5463.35 (B.W.)
101+22.48, 22.50' R
EL= 5459.62
1.0' B.W. DEFLECTION
SEE NOTE 4
101+51.46, 28.00' R
EL= 5460.82 (M.E.)
TCE (TYP)
101+51.46, 23.50' R
EL= 5460.54 (B.W.) 102+26.42, 23.50' R
EL= 5462.79 (B.W.)
1.
1.
1.
100+15.90, 23.55' R
EL= 5456.07 (M.E.)
100+14.10, 23.55' R
EL= 5456.13 (M.E.)
100+14.11, 17.55' R
EL= 5455.98 (M.E.)
100+15.91, 17.55' R
EL= 5455.92 (M.E.)
A10
1.
0'
EL
.7
(E .O
.P
0+
.9
2, 1.
' R
100+25.93, 0.00'
EL= 5455.54 (E.O.P.)
EL
.2
(E .O
.P
0+
.9
5, 1.
' L
100+78.77, 5.03' R
EL= 5457.90 (M.E.) 100+78.76, 9.00' R
EL= 5457.73 (M.E.)
DRIVEWAY POINTS
ID
A1
A2
A3
A4
A5
A6
A7
A8
A9
A10
A11
A12
A13
STATION
100+40.03
100+46.03
100+63.80
100+40.03
100+46.03
100+63.80
100+72.80
100+40.03
100+46.03
100+63.80
100+72.80
100+46.03
100+72.80
OFFSET
11.00 L
11.00 L
11.00 L
16.50 L
16.50 L
16.50 L
16.50 L
22.50 L
22.50 L
22.50 L
22.50 L
24.50 L
24.50 L
ELEVATION
5455.81
5456.17
5457.04
5455.94
5456.18
5456.91
5457.62
5456.03
5456.27
5457.00
5457.71
5456.29
5457.31
DESCRIPTION
E.O.P.
E.O.P.
E.O.P.
F.W.
F.W.
F.W.
F.W.
B.W.
B.W.
B.W.
B.W.
M.E.
M.E.
FO
V
W M
FO
VFO
V
M H
FO
V
FO
VFO
V
FO
V
FO
V
FO
V
FO
V
FO
V
FO
V
FO
V
FO
V
M H
W M
KEY MAP
HARLAN ST
N
D A
VE
R
D A
VE
TH
A
VE
TH
A
VE
13 15 17 19 2112
DRIVEWAY POINTS
ID
B1
B2
B3
B4
B5
B6
B7
B8
B9
B10
B11
B12
B13
STATION
100+90.86
100+96.86
101+20.51
100+90.86
100+96.86
101+20.51
101+26.41
100+86.27
100…
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