05_D100197_PLANS.pdf

PDF 10 MB Posted Jun 4, 2026

Attached to: Crooked Mile Pathway Rehabilitation D100197 WA-2026-359
Solicitation number: 142810
Issued by: Washoe County, Nevada

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Written by GovTribe AI · Jun 8, 2026

This is a construction plan set and contract opportunity document issued by the City of Reno, Department of Public Works, Capital Projects for Contract Number D100197—the Crooked Mile Pathway Rehabilitation project located in Reno, Nevada. The project involves the removal and replacement of an existing asphalt concrete pathway spanning approximately 1,987.70 linear feet (from station 0+00.00 to station 19+87.70), along with removal and replacement of selected concrete improvements including curb and gutter (totaling approximately 350 linear feet across multiple segments), pedestrian ramps with detectable warning tiles, a pedestrian wooden footbridge with concrete abutment protection, four benches, one drinking fountain, one removable bollard, and miscellaneous appurtenances such as traffic signs, posts, and railings. The project includes tree root mitigation work at multiple locations and coordination with existing utilities including gas mains, water mains, sanitary sewer, storm drain, underground electric, telephone, cable television, and fiber optic systems. Bid proposals were to be received via PlanetBids until 2:00 P.M. local time on Thursday, June 25, 2026, with a virtual bid opening meeting scheduled for 2:15 P.M. local time via Microsoft Teams.

The construction plans establish detailed specifications for asphalt pathway reconstruction using 3 inches of Type 3 plantmix bituminous pavement (PG 64-28NV) over 6 inches of Type 2 aggregate base, concrete sidewalk and curb replacement conforming to 4000 PSI minimum compressive strength standards, and pedestrian ramp improvements meeting Americans with Disabilities Act (ADA) and Public Right-of-Way Accessibility Guidelines (PROWAG) requirements. The contractor is responsible for obtaining all necessary permits, including grading, dust control, and storm water pollution prevention plan (SWPPP) permits, and must comply with traffic control requirements per Nevada Traffic Control Manual and Manual of Uniform Traffic Control Devices standards. Prevailing wage rates as determined by the Nevada Labor Commissioner apply to all workers, with rates not less than the higher of either state prevailing wage determinations or applicable federal Davis-Bacon wages. The contractor assumes full responsibility for utility protection, protection of existing improvements, proper disposal of demolition materials, and maintaining the work area in safe conditions 24 hours per day throughout project completion.

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IDLEWILD DRIVE

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PROPOSED EXISTINGPROPOSEDEXISTING

GENERAL NOTES

ABBREVIATIONS:

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APPROXIMATE PROPERTY LINE

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FENCE (AS NOTED)

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APPROXIMATE. RIGHT-OF-WAY BOUNDARY

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DESIGN ALIGNMENT

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SANITARY SEWER & MANHOLE

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TEST

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GAS TEST STATION

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LIGHTPOLE W/ LIGHT ONLY

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FIRE HYDRANT

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SIDEWALK CROSS DRAIN

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PEDESTRIAN RAMP

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24" NUT

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UNDERGROUND ELECTRIC LINE

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STORM DRAIN & MANHOLE

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STORM DRAIN & CB (AS NOTED)

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GAS SERVICE

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DENOTES POSSIBLE TREE ROOT MITIGATION OR TREE REMOVAL, SEE PLAN SHEETS.

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DEPTH OF GAS/WATER VALVE NUT TO A.C.

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SAWCUT AND/OR LIMITS OF RECONSTRUCTION (AS NOTED)

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SHEET LIMITS OR CROWN OF ROAD (AS NOTED)

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UNDERGROUND TELEPHONE LINE W/ MANHOLE

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SANITARY SEWER & MANHOLE

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TRAFFIC-RATED WATER METER

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SIGNS (SEE SIGNAGE & STRIPING PLAN SHEETS)

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SPOT ELEVATION

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(PROPOSED ELEVATION)

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10. CONTRACTOR SHALL OBTAIN A SEPARATE GRADING PERMIT FOR EACH SITE ON WHICH CONTRACTOR SHALL OBTAIN A SEPARATE GRADING PERMIT FOR EACH SITE ON WHICH STOCKPILING/PROCESSING IS PROPOSED. PERMITS AND CONDITIONS OF APPROVAL FOR PROPOSED SITES SHALL BE PROCESSED THROUGH THE CITY OF RENO COMMUNITY DEVELOPMENT AND THE REQUIREMENTS ARE SUBJECT TO CHANGE. NO MATERIALS OF ANY KIND SHALL BE STOCKPILED AND/OR PROCESSED ON CONCRETE, PARKWAY, OR ASPHALT SURFACES WITHIN THE CITY OF RENO RIGHT OF WAY WITHOUT APPROVAL BY THE ENGINEER. SEE CONTRACT DOCUMENTS SECTION 100.49 11. BEFORE ANY WORK IS STARTED IN THE STREET RIGHT-OF-WAY, THE CONTRACTOR SHALL INSTALL BEFORE ANY WORK IS STARTED IN THE STREET RIGHT-OF-WAY, THE CONTRACTOR SHALL INSTALL ADVANCED WARNING SIGNS FOR THE CONSTRUCTION ZONE. ALL CONSTRUCTION SIGNING, BARRICADING, AND TRAFFIC DELINEATION SHALL CONFORM TO THE "NEVADA TRAFFIC CONTROL MANUAL" - CURRENT EDITION AND TO THE "MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES" - CURRENT EDITION AND TO THE "MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES" - CURRENT EDITION AND BE APPROVED BY THE CITY OF RENO BEFORE CONSTRUCTION BEGINS. TRAFFIC CONTROL AND WORKER/PUBLIC SAFETY IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR AT ALL TIMES. 12. THE CONTRACTOR SHALL COMPLY WITH ALL FEDERAL, STATE AND CITY OF RENO SAFETY REGULATIONS THE CONTRACTOR SHALL COMPLY WITH ALL FEDERAL, STATE AND CITY OF RENO SAFETY REGULATIONS AND SHALL MAINTAIN THE WORK AREA IN A SAFE CONDITION 24 HOURS PER DAY UNTIL THE PROJECT IS COMPLETE. WORKER AND PUBLIC SAFETY IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR, NOT THE CITY OF RENO. 13. THE CONTRACTOR SHALL SUBMIT A TRAFFIC CONTROL PLAN TO THE TRAFFIC ENGINEER OF THE CITY THE CONTRACTOR SHALL SUBMIT A TRAFFIC CONTROL PLAN TO THE TRAFFIC ENGINEER OF THE CITY OF RENO FOR APPROVAL PRIOR TO PERFORMING ANY WORK IN THE STREET RIGHT-OF-WAY. 14. PROTECTION AND REPLACEMENT OF ALL SURVEY MONUMENTS OR PROPERTY STAKES NOT DELINEATED PROTECTION AND REPLACEMENT OF ALL SURVEY MONUMENTS OR PROPERTY STAKES NOT DELINEATED ON THE CONTRACT DRAWINGS SHALL BE THE CONTRACTOR'S RESPONSIBILITY. DAMAGED OR REMOVED S RESPONSIBILITY. DAMAGED OR REMOVED MONUMENTS AND/OR PROPERTY STAKES SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE AND S EXPENSE AND SHALL BE TO THE SATISFACTION TO THE CITY OF RENO'S SURVEYOR. S SURVEYOR. 15. THE CONTRACTOR SHALL TAKE ALL NECESSARY MEASURES TO PROTECT EXISTING IMPROVEMENTS FROM THE CONTRACTOR SHALL TAKE ALL NECESSARY MEASURES TO PROTECT EXISTING IMPROVEMENTS FROM DAMAGE. ANY AND ALL SUCH IMPROVEMENTS DAMAGED BY THE CONTRACTOR'S OPERATION SHALL BE S OPERATION SHALL BE REPAIRED OR RECONSTRUCTED TO THE ENGINEER'S SATISFACTION AND AT THE EXPENSE OF THE S SATISFACTION AND AT THE EXPENSE OF THE CONTRACTOR. 16. EXISTING SHRUBBERY AND/OR TREES SHALL BE REMOVED ONLY AS DIRECTED BY THE ENGINEER AND EXISTING SHRUBBERY AND/OR TREES SHALL BE REMOVED ONLY AS DIRECTED BY THE ENGINEER AND UNDER THE SUPERVISION OF A CERTIFIED ARBORIST. 17. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE IMMEDIATE OFF-SITE DISPOSAL OF ALL EXCESS THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE IMMEDIATE OFF-SITE DISPOSAL OF ALL EXCESS OR UNSUITABLE MATERIAL INCLUDING BUT NOT LIMITED TO BITUMINOUS PAVEMENT, CONCRETE AND REINFORCEMENT, AND SPOILS NOT NEEDED FOR BACK FILL. MATERIALS SHALL NOT BE CAST ONTO THE STREET AND/OR PROPERTY; ALL EXCAVATED MATERIALS SHALL BE LOADED DIRECTLY INTO A TRUCK AND REMOVED FROM THE SITE. 18. THE CONTRACTOR IS REQUIRED TO OBTAIN A DUST CONTROL PERMIT AND MAINTAIN A DUST CONTROL THE CONTRACTOR IS REQUIRED TO OBTAIN A DUST CONTROL PERMIT AND MAINTAIN A DUST CONTROL PROGRAM INCLUDING WATERING OF OPEN AREAS 24 HOURS A DAY. THE CONTRACTOR SHALL ADHERE TO WASHOE COUNTY AIR POLLUTION REGULATIONS, SECTION 100.49. 19. IN ACCORDANCE WITH THE NPDES GENERAL PERMIT FOR CONSTRUCTION ACTIVITIES; THE CONTRACTOR IN ACCORDANCE WITH THE NPDES GENERAL PERMIT FOR CONSTRUCTION ACTIVITIES; THE CONTRACTOR SHALL HAVE A STORM WATER POLLUTION PREVENTION PLAN (SWPPP) ON SITE AT ALL TIMES. THE CONTRACTOR IS RESPONSIBLE TO MAINTAIN THE BMP'S, CONDUCT SELF INSPECTIONS, AND UPDATE SWPPP. SEE CONTRACT DOCUMENTS SECTION 100.49 20. THE INTENDED DRAWING SCALE FOR ALL STREET REHABILITATION IS AS SHOWN. ANY PLANS THAT THE INTENDED DRAWING SCALE FOR ALL STREET REHABILITATION IS AS SHOWN. ANY PLANS THAT ARE REPRODUCED LARGER OR SMALLER, CONTRACTOR SHALL ADJUST THE SCALE ACCORDINGLY.

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1. CITY OF RENO STANDARD DETAILS SHALL APPLY EXCEPT WHERE OTHERWISE NOTED ON THE PLANS CITY OF RENO STANDARD DETAILS SHALL APPLY EXCEPT WHERE OTHERWISE NOTED ON THE PLANS OR THE SPECIAL PROVISIONS. 2. ALL CONSTRUCTION AND MATERIALS SHALL CONFORM TO THE CONTRACT DOCUMENTS. ALL CONSTRUCTION AND MATERIALS SHALL CONFORM TO THE CONTRACT DOCUMENTS. 3. CONTRACTOR IS REQUIRED TO OBTAIN ALL NECESSARY PERMITS AND PAY ALL FEES PRIOR TO CONTRACTOR IS REQUIRED TO OBTAIN ALL NECESSARY PERMITS AND PAY ALL FEES PRIOR TO CONSTRUCTION. 4. IT IS THE INTENT OF THESE PLANS AND SPECIFICATIONS THAT THE WORK PERFORMED UNDER THE IT IS THE INTENT OF THESE PLANS AND SPECIFICATIONS THAT THE WORK PERFORMED UNDER THE CONTRACT SHALL RESULT IN A COMPLETE OPERATING SYSTEM IN SATISFACTORY WORKING CONDITION WITH RESPECT TO THE FUNCTIONAL PURPOSE OF THE INSTALLATION. IF THERE ARE ANY DISCREPANCIES REGARDING THE IMPLIED MEANING OF THESE PLANS, THE CONTRACTOR IS DIRECTED TO CONTACT THE ENGINEER IMMEDIATELY. 5. THE CONTRACTOR SHALL MAINTAIN ALL EXISTING DRAINAGE FACILITIES WITHIN THE CONSTRUCTION THE CONTRACTOR SHALL MAINTAIN ALL EXISTING DRAINAGE FACILITIES WITHIN THE CONSTRUCTION AREA UNTIL NEW DRAINAGE IMPROVEMENTS ARE IN PLACE AND FUNCTIONAL. NO FENCE OR OTHER OBSTRUCTION WHICH INTERFERES WITH DRAINAGE SHALL BE CONSTRUCTED OR ALLOWED WITHIN THE DRAINAGE/STORM DRAIN EASEMENTS. 6. THE CONTRACTOR SHALL TAKE ALL NECESSARY AND PROPER PRECAUTIONS TO PROTECT ADJACENT THE CONTRACTOR SHALL TAKE ALL NECESSARY AND PROPER PRECAUTIONS TO PROTECT ADJACENT PROPERTIES FROM ANY AND ALL DAMAGE THAT MAY OCCUR FROM STORM WATER RUNOFF AND/OR DEPOSITION OF DEBRIS RESULTING FROM ANY AND ALL WORK IN CONNECTION WITH PROJECT SCOPE. 7. SHOULD ANY PREHISTORIC OR HISTORIC REMAINS OR ARTIFACTS BE DISCOVERED DURING SHOULD ANY PREHISTORIC OR HISTORIC REMAINS OR ARTIFACTS BE DISCOVERED DURING CONSTRUCTION, WORK SHALL BE TEMPORARILY HALTED AT THE SPECIFIC SITE AND THE STATE HISTORIC PRESERVATION OFFICE OF THE DEPARTMENT OF MUSEUMS, LIBRARY AND ARTS, SHALL BE NOTIFIED TO RECORD AND PHOTOGRAPH THE SITE. THE PERIOD OF TEMPORARY DELAY SHALL BE LIMITED TO A MAXIMUM OF TWO (2) WORKING DAYS FROM THE DATE OF NOTIFICATION. 8. WORK IN PUBLIC STREETS, ONCE BEGUN, SHALL BE PROSECUTED TO COMPLETION WITHOUT DELAY SO WORK IN PUBLIC STREETS, ONCE BEGUN, SHALL BE PROSECUTED TO COMPLETION WITHOUT DELAY SO AS TO PROVIDE MINIMUM INCONVENIENCE TO ADJACENT PROPERTY OWNERS AND TO THE TRAVELING PUBLIC. THE CONSTRUCTION OF THE STREET IMPROVEMENTS SHALL ALLOW FOR THE PERPETUATION OF ALL EXISTING LEGAL ACCESSES AND EXISTING DRIVEWAYS. LOCATION AND WIDTH OF ALL LEGAL ACCESSES AND DRIVEWAYS SHALL BE IN ACCORDANCE WITH THE STANDARD DETAILS FOR PUBLIC WORK CONSTRUCTION. 9. THE CONTRACTOR IS CAUTIONED THAT THE LOCATION AND/OR ELEVATIONS OF THE EXISTING UTILITIES THE CONTRACTOR IS CAUTIONED THAT THE LOCATION AND/OR ELEVATIONS OF THE EXISTING UTILITIES AND FEATURES AS SHOWN ON THESE DRAWINGS IS BASED UPON THE BEST INFORMATION AVAILABLE TO THE ENGINEER. THE CONTRACTOR SHALL BEAR FULL RESPONSIBILITY FOR THE PROTECTION OF ALL UTILITIES. THE ENGINEER BEARS NO RESPONSIBILITY FOR UTILITIES NOT SHOWN ON THE PLAN OR NOT IN THE LOCATION SHOWN ON THE PLAN. SHOULD THE CONTRACTOR FIND ANY DISCREPANCIES BETWEEN THE CONDITIONS EXISTING IN THE FIELD AND INFORMATION SHOWN ON THESE DRAWINGS, THE CONTRACTOR SHALL NOTIFY THE ENGINEER PRIOR TO PROCEEDING WITH CONSTRUCTION. IF NECESSARY, SUFFICIENT TIME SHALL BE ALLOWED FOR THE UTILITY OWNER AGENCY TO EXECUTE THE PROPER REMOVAL, RELOCATION, OR ADJUSTMENT OF ITS UTILITIES.

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REMOVE AND REPLACE PCC SIDEWALK

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ASPHALT RECONSTRUCTION SECTION - SEE SHEET D1

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REMOVE AND REPLACE PCC RESIDENTIAL DRIVEWAY

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PERMANENT ASPHALT PATCH (ROADWAY)

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CONCRETE ALLYWAY RECONSTRUCTION

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REMOVE AND REPLACE PCC VALLEY GUTTER

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EX. POWER POLE POWER POLE PROTECT IN PLACE

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EX. POST/SIGN POST/SIGN PROTECT IN PLACE

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EX. CURB CURB REMOVE AND REPLACE ±30 LF

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EX. CURB CURB REMOVE AND REPLACE ±25 LF

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1. PROTECTION OF ALL UTILITIES IS THE RESPONSIBILITY OF THE CONTRACTOR. NOTE THAT PROTECTION OF ALL UTILITIES IS THE RESPONSIBILITY OF THE CONTRACTOR. NOTE THAT THE LOCATION AND/OR ELEVATION DEPTH OF ALL EXISTING UTILITIES AND FEATURES SHOWN ON THESE DRAWINGS IS APPROXIMATE AND NOT TO BE RELIED ON AS EXACT OR COMPLETE. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO FIELD VERIFY AND POTHOLE THE LOCATIONS AND/OR ELEVATIONS OF ALL UNDERGROUND UTILITIES (TO INCLUDE SERVICES) PRIOR TO CONSTRUCTION. 2. ANY DISCREPANCIES BETWEEN EXISTING FIELD CONDITIONS AND INFORMATION SHOWN ON ANY DISCREPANCIES BETWEEN EXISTING FIELD CONDITIONS AND INFORMATION SHOWN ON THESE DRAWINGS SHALL BE BROUGHT TO THE ATTENTION OF THE PROJECT MANAGER BEFORE PROCEEDING WITH CONSTRUCTION. 3. CONTRACTOR SHALL TAKE PROPER PRECAUTIONS AND MEASURES TO PROTECT EXISTING CONTRACTOR SHALL TAKE PROPER PRECAUTIONS AND MEASURES TO PROTECT EXISTING IMPROVEMENTS THAT ARE NOT TO BE REMOVED OR REPLACED. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REPAIR AND/OR REPLACE DAMAGED IMPROVEMENTS WITH IN-KIND MATERIALS AND MATCH EXISTING CONDITIONS. REPAIRS NEEDED TO BE PERFORMED WILL BE COMPLETED IN A TIMELY MATTER. 4. CONTRACTOR SHALL CONFIRM EXISTING CONDITIONS PRIOR TO DEMOLITION ACTIVITIES. CONTRACTOR SHALL CONFIRM EXISTING CONDITIONS PRIOR TO DEMOLITION ACTIVITIES. 5. ALL MATERIALS MARKED FOR DEMOLITION SHALL BE REMOVED FROM THE PROJECT SITE ALL MATERIALS MARKED FOR DEMOLITION SHALL BE REMOVED FROM THE PROJECT SITE AND BE PROPERLY DISPOSED OF BY THE CONTRACTOR. 6. AREAS DISTURBED BY GRADING AND CONSTRUCTION ACTIVITIES SHALL BE REPLACED TO AREAS DISTURBED BY GRADING AND CONSTRUCTION ACTIVITIES SHALL BE REPLACED TO MATCH EXISTING CONDITIONS. 7. CONTRACTOR SHALL TAKE PROPER PRECAUTIONS AND MEASURES TO PROTECT EXISTING CONTRACTOR SHALL TAKE PROPER PRECAUTIONS AND MEASURES TO PROTECT EXISTING TREES FROM DAMAGE.

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SEC 1A

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MATCH EXISTING ELEVATIONS, UNLESS OTHERWISE SPECIFIED. STRAIGHT GRADE FROM EXISTING ELEVATIONS, UNLESS OTHERWISE SPECIFIED. PROTECT IN PLACE EXISTING IMPROVEMENTS NOT DESIGNATED FOR REMOVAL. MATCH EXISTING ELEVATIONS AT EXISTING ASPHALT. PROTECT IN PLACE EXISTING ASPHALT NOT DESIGNATED FOR REMOVAL. ENSURE POSITIVE SLOPE FOR PROPER DRAINAGE TO EXISTING SLOPE FOR PROPER DRAINAGE TO EXISTING PROPER DRAINAGE TO EXISTING CATCH BASINS OR EXISTING OUTLETS. ADHERE TO ADA REQUIREMENTS FOR RUNNING AND CROSS SLOPES.

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EX. BENCHES REMOVE AND REPLACE W/NEW BENCHES. ±4 BENCHES

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TREE ROOT MITIGATION

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EX. CURB CURB REMOVE AND REPLACE ±20 LF

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EX. CURB CURB REMOVE AND REPLACE ±9 LF

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EX. CURB CURB REMOVE AND REPLACE ±8 LF

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EX. CURB CURB REMOVE AND REPLACE ±20 LF

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AutoCAD SHX Text MATCH EXISTING ELEVATIONS, UNLESS OTHERWISE SPECIFIED. STRAIGHT GRADE FROM EXISTING ELEVATIONS, UNLESS OTHERWISE SPECIFIED. PROTECT IN PLACE EXISTING IMPROVEMENTS NOT DESIGNATED FOR REMOVAL. MATCH EXISTING ELEVATIONS AT EXISTING ASPHALT. PROTECT IN PLACE EXISTING ASPHALT NOT DESIGNATED FOR REMOVAL. ENSURE POSITIVE SLOPE FOR PROPER DRAINAGE TO EXISTING SLOPE FOR PROPER DRAINAGE TO EXISTING PROPER DRAINAGE TO EXISTING CATCH BASINS OR EXISTING OUTLETS. ADHERE TO ADA REQUIREMENTS FOR RUNNING AND CROSS SLOPES.

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EX. CURB CURB REMOVE AND REPLACE ±10 LF

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EX. DRINKING FOUNTAIN REMOVE AND REPLACE WITH NEW FOUNTAIN

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EX. IMPROVEMENTS REMOVE AND REPLACE FOR PEDESTRIAN RAMP

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EX. BOLLARD REMOVE AND REPLACE WITH NEW BOLLARD

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EX. PEDESTRIAN RAMP REMOVE AND REPLACE WITH NEW PED RAMP

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EX. TRAFFIC SIGN AND CONCRETE PAD PROTECT IN PLACE

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EX. TRAFFIC SIGN PROTECT IN PLACE

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TREE ROOT MITIGATION

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EX. CURB CURB REMOVE AND REPLACE ±10 LF

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EX. CURB CURB REMOVE AND REPLACE ±18 LF

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EX. CURB CURB REMOVE AND REPLACE ±17 LF

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EX. CURB CURB REMOVE AND REPLACE ±21 LF

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EX. CURB CUT CURB CUT REMOVE AND REPLACE W/ DRAIN ±9 LF

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TYPICAL SIDEWALK vs OBSTRUCTION CLEARANCE DETAIL

TRUNCATED DOMES DETAIL

R-106FPEDESTRIAN RAMP -

DETAILS

PLAN DETAIL A

SECTION A-A

A A

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CURB & GUTTER

TYPE 1

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R-120PERMANENT BITUMINOUS

PAVEMENT PATCH

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TRANSVERSE PATCHING LONGITUDINAL PATCHING

PLAN

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R-104ASIDEWALK DETAILSEC 1AREHABILITATION SECTION OVEREX. SECTION SEC 2A R-106EPEDESTRIAN RAMP

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OVERHEAD OBSTRUCTION

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LATERAL OBSTRUCTION

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6'-8" MIN.

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4'-0" MIN.

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CURB & GUTTER

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4'-0" MIN.

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LATERAL OBSTRUCTION

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CURB & GUTTER

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EDGE OF S/W

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EDGE OF S/W

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STANDARD DETAILS FOR PUBLIC WORKS CONSTRUCTION

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12" SQ

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12" SQ

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NOTE: FOR DETECTABLE TRUNCATED DOMES APPROVED MATERIALS SEE NOTE

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SEE DETAIL A

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AutoCAD SHX Text 1/2023

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STANDARD DETAILS FOR PUBLIC WORKS CONSTRUCTION

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1. STORM DRAIN INLETS OR SIMILAR ACCESSES SHALL NOT BE LOCATED IN THE AREA AT THE BASE STORM DRAIN INLETS OR SIMILAR ACCESSES SHALL NOT BE LOCATED IN THE AREA AT THE BASE OF THE CURB RAMP OR LANDING AREA. IF OBSTRUCTIONS SUCH AS INLETS, UTILITY POLES, PULL BOXES, FIRE HYDRANTS, ETC. ARE ENCOUNTERED, THE LOCATION AND DIMENSIONS MAY BE ADJUSTED UPON APPROVAL OF THE ENGINEER. 2. NO LIP SHALL BE PERMITTED AT THE CURB RAMP SLOPE TO GUTTER PAN. NO LIP SHALL BE PERMITTED AT THE CURB RAMP SLOPE TO GUTTER PAN. 3. PLANTMIX BITUMINOUS SURFACE SHALL BE FLUSH WITH THE EDGE OF THE GUTTER PAN IN THE PLANTMIX BITUMINOUS SURFACE SHALL BE FLUSH WITH THE EDGE OF THE GUTTER PAN IN THE AREA OF THE CURB RAMP. 4. ROUGH BROOM TEXTURE ON CURB RAMPS AND WINGS. ROUGH BROOM TEXTURE ON CURB RAMPS AND WINGS. 5. DETECTABLE WARNING SHALL BE INSTALLED PER MANUFACTURER'S RECOMMENDATIONS AND SHALL DETECTABLE WARNING SHALL BE INSTALLED PER MANUFACTURER'S RECOMMENDATIONS AND SHALL BE PLACED ON MIN. SIX (6") INCHES OF P.C.C. 6. ALL SLOPE RATES ARE RELATIVE TO LEVEL AND SHALL COMPLY WITH THE PUBLIC RIGHT-OF-WAY ALL SLOPE RATES ARE RELATIVE TO LEVEL AND SHALL COMPLY WITH THE PUBLIC RIGHT-OF-WAY ACCESSIBILITY GUIDELINES (PROWAG) STANDARDS, CURRENT VERSION. 7. GUTTER SHALL MAINTAIN POSITIVE DRAINAGE TO PREVENT PONDING. GUTTER SHALL MAINTAIN POSITIVE DRAINAGE TO PREVENT PONDING. 8. DETECTABLE WARNING SHALL CONSIST OF PRECAST WETSET TILES WITH MIN. SIZE OF 2' X 2', DETECTABLE WARNING SHALL CONSIST OF PRECAST WETSET TILES WITH MIN. SIZE OF 2' X 2', COLOR DARK RED. APPROVED PRODUCTS INCLUDE: "ACCESS TILE", "TEKWAY DOME-TILES", "ADA SOLUTIONS", AND "TUFTILE". DETECTABLE WARNING SHALL BE CONSTRUCTED PER MANUFACTURER'S INSTALLATION GUIDELINES AND CONFORM TO PROWAG. 9. CONCRETE REMOVAL SHALL BE TO NEAT SAW CUT LINES CONCRETE REMOVAL SHALL BE TO NEAT SAW CUT LINES 10. AGGREGATE BASE MATERIAL UNDER PEDESTRIAN RAMPS SHALL BE TYPE 2, CLASS B CRUSHED AGGREGATE BASE MATERIAL UNDER PEDESTRIAN RAMPS SHALL BE TYPE 2, CLASS B CRUSHED AGGREGATE BASE. MATERIALS SHALL CONFORM TO SSPWC SECTION 200. 11. PORTLAND CEMENT CONCRETE (P.C.C.) SHALL BE 4000 PSI MIN. COMPRESSIVE STRENGTH AT 28 PORTLAND CEMENT CONCRETE (P.C.C.) SHALL BE 4000 PSI MIN. COMPRESSIVE STRENGTH AT 28 DAYS. ALL CEMENT CONCRETE SHALL HAVE A COARSE AGGREGATE GRADATION CONFORMING TO SIZE No. 67. POLYPROPYLENE OR CELLULOSE FIBERS SHALL BE ADDED TO THE P.C.C. AT 1.5 LBS PER CUBIC YARD. MIX DESIGN SHALL CONFORM TO THE REQUIREMENTS OF SECTION 337.10 OF SSPWC. ALL MATERIALS SHALL CONFORM TO SSPWC. 12. CONTRACTORS SHALL CORRECT ANY GRADE CONFLICT WITH EXISTING BOXES. THE ENGINEER SHALL CONTRACTORS SHALL CORRECT ANY GRADE CONFLICT WITH EXISTING BOXES. THE ENGINEER SHALL MAKE THE FINAL DETERMINATION REGARDING THE DEGREE OF MODIFICATIONS REQUIRED BY THE CONTRACTOR FOR GRADE CONFLICTS BETWEEN EXISTING BOXES AND NEW PEDESTRIAN RAMPS. 13. SIDEWALK AT BOTH SIDES OF RAMP MAY BE RECONSTRUCTED TO MINIMIZE THE GRADE AT A SIDEWALK AT BOTH SIDES OF RAMP MAY BE RECONSTRUCTED TO MINIMIZE THE GRADE AT A HORIZONTAL DISTANCE TO BE DETERMINED IN THE FIELD, UPON APPROVAL OF THE ENGINEER, SUBJECT TO PROWAG REQUIREMENTS. CURB AT THE BACK OF WALK MAY BE NEEDED. A TRANSITION SECTION OF SIDEWALK MAY BE NECESSARY TO MATCH CROSS SLOPE OF EXISTING SIDEWALK TO PEDESTRIAN RAMP IMPROVEMENTS. TRANSITION SECTIONS SHALL BE APPROVED BY THE ENGINEER PRIOR TO INSTALLATION. 14. CONTRACTOR SHALL CONSTRUCT ROUNDED CURBS WHERE THEY INTERSECT. RADIUS SHALL BE CONTRACTOR SHALL CONSTRUCT ROUNDED CURBS WHERE THEY INTERSECT. RADIUS SHALL BE 1 FT MINIMUM MEASURED FROM FACE OF CURB. CURBS THAT INTERSECT AT A POINT SHALL NOT BE ALLOWED.

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DATE:

AutoCAD SHX Text 1/2023

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APPROVED BY:

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STANDARD DETAILS FOR PUBLIC WORKS CONSTRUCTION

AutoCAD SHX Text NOTES: 1. PORTLAND CEMENT CONCRETE (P.C.C.) SHALL BE 4000 PSI MIN. COMPRESSIVE STRENGTH AT 28 DAYS. PORTLAND CEMENT CONCRETE (P.C.C.) SHALL BE 4000 PSI MIN. COMPRESSIVE STRENGTH AT 28 DAYS. ALL CEMENT CONCRETE SHALL HAVE A COARSE AGGREGATE GRADATION CONFORMING TO SIZE No. 67. POLYPROPYLENE OR CELLULOSE FIBERS SHALL BE ADDED TO THE P.C.C. AT 1.5 LBS PER CUBIC YARD. MIX DESIGN SHALL CONFORM TO THE REQUIREMENTS OF SECTION 337.10 OF SSPWC. ALL MATERIALS SHALL CONFORM TO SSPWC. 2. AGGREGATE BASE MATERIAL UNDER AND BEHIND CURB AND GUTTER SHALL BE TYPE 2, CLASS B AGGREGATE BASE MATERIAL UNDER AND BEHIND CURB AND GUTTER SHALL BE TYPE 2, CLASS B CRUSHED AGGREGATE BASE. MATERIALS SHALL CONFORM TO SSPWC SECTION 200. 3. WEAKENED PLANE JOINTS SHALL BE EVERY 10 FEET AND LOCATED ON THE BACK, TOP AND FACE OF WEAKENED PLANE JOINTS SHALL BE EVERY 10 FEET AND LOCATED ON THE BACK, TOP AND FACE OF THE CURB AND THE TOP OF THE GUTTER PAN. 4. CURB & GUTTER SECTIONS SHALL BE PLACED SEPARATELY FROM SIDEWALK SECTIONS. WHEN SIDEWALK CURB & GUTTER SECTIONS SHALL BE PLACED SEPARATELY FROM SIDEWALK SECTIONS. WHEN SIDEWALK IS NOT REQUIRED DIRECTLY BEHIND THE CURB, BACKFILL TO TOP OF CURB FOR A HORIZONTAL DISTANCE OF 12" FROM BACK FACE OF CURB AND COMPACT TO 90% RELATIVE COMPACTION. 5. FOR REPLACEMENT OF EXISTING CURB AND GUTTER, MATCH EXISTING TYPE. FOR REPLACEMENT OF EXISTING CURB AND GUTTER, MATCH EXISTING TYPE.

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6" MIN. AGGREGATE BASE COMPACTED TO A MINIMUM 95% RELATIVE COMPACTION

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6" MIN. AGGREGATE BASE COMPACTED TO A MINIMUM 95% RELATIVE COMPACTION

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MIN.

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MIN.

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DATE:

AutoCAD SHX Text 1/2023

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AutoCAD SHX Text ALL STREETS WITH PAVEMENT CONDITION INDEX (PCI) GREATER THAN 65: 7. TRANSVERSE PATCHES SHALL INCLUDE A 2" GRIND AND OVERLAY WHEREVER THERE ARE MULTIPLE PATCHES WITHIN 30 FEET OF EACH OTHER. 8. LONGITUDINAL PATCHES SHALL INCLUDE 2" GRIND AND OVERLAY TO THE LANE LINES (BIKE, PARKING, OR TRAVEL).

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STANDARD DETAILS FOR PUBLIC WORKS CONSTRUCTION

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APPROVED BY:

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DATE:

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CURB LIP OR EDGE OF AC

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9" MIN.

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FOR ALL STREETS

AutoCAD SHX Text TRENCH WIDTH PLUS 9" EACH SIDE OR 24" MIN. TOTAL PATCH WIDTH, WHICHEVER IS GREATER

AutoCAD SHX Text PAVEMENT PATCH DEPTH TO MATCH CONTIGUOUS PAVEMENT BUT NOT LESS THAN (4" RESIDENTIAL) (5" COLLECTORS & INDUSTRIALS) (6" ARTERIALS) ARTERIALS) ) MAX 8" ON ALL STREETS

AutoCAD SHX Text BASE DEPTH TO MATCH EXISTING, BUT NOT LESS THAN (6" RESIDENTIAL) (8" COLLECTORS & INDUSTRIALS) (12" ARTERIALS)ARTERIALS)

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TACK COAT ALL EDGES

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EXISTING PAVEMENT SURFACE

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EXISTING BASE

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AGGREGATE BASE COMPACTED TO A MINIMUM 95% RELATIVE COMPACTION

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2" GRIND & OVERLAY

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PROPOSED PERMANENT PATCH

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MULTIPLE PERMANENT PATCHES

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SAW CUT EDGE PARALLEL OR PERPENDICULAR TO TRENCH, TYP.

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TRENCH BACKFILL MATERIAL

AutoCAD SHX Text NOTES: 1. AN EXCAVATION/ENCROACHMENT PERMIT MUST BE OBTAINED FROM CITY OF RENO PRIOR TO CUTTING AN EXCAVATION/ENCROACHMENT PERMIT MUST BE OBTAINED FROM CITY OF RENO PRIOR TO CUTTING ANY PUBLIC RIGHT-OF-WAY. 2. IF SAW CUT IS WITHIN 2 FEET OF AN EXISTING PAVEMENT EDGE OR EXISTING PAVEMENT PATCH, IF SAW CUT IS WITHIN 2 FEET OF AN EXISTING PAVEMENT EDGE OR EXISTING PAVEMENT PATCH, REMOVE EXISTING PAVEMENT TO THAT EDGE AND REPLACE ENTIRE SECTION. 3. ALL PERMANENT PATCH REPLACEMENT REQUIREMENTS ARE MINIMUM WIDTHS ONLY AND INCLUDES ALL ALL PERMANENT PATCH REPLACEMENT REQUIREMENTS ARE MINIMUM WIDTHS ONLY AND INCLUDES ALL AREAS WHERE THE ASPHALT PAVEMENT HAS BEEN UNDERMINED. THE CITY ENGINEER MAY REQUIRE WIDER PATCH SECTIONS OR OTHERWISE ALTER THESE REQUIREMENTS. 4. AGGREGATE BASE MATERIAL UNDER BITUMINOUS PAVEMENT PATCH SHALL BE TYPE 2, CLASS B AGGREGATE BASE MATERIAL UNDER BITUMINOUS PAVEMENT PATCH SHALL BE TYPE 2, CLASS B CRUSHED AGGREGATE BASE. MATERIALS SHALL CONFORM TO SSPWC SECTION 200. 5. CONTRACTOR SHALL BE RESPONSIBLE FOR REPLACEMENT OF LOOP DETECTORS, ADJUSTMENT OF CONTRACTOR SHALL BE RESPONSIBLE FOR REPLACEMENT OF LOOP DETECTORS, ADJUSTMENT OF UTILITIES AND SURVEY MONUMENTS TO GRADE AND INSTALLATION OF PERMANENT PAVEMENT MARKINGS. 6. FOR P.C.C. CURB REPLACEMENT, SAW CUT EXISTING PAVEMENT 18 INCHES MIN. FROM GUTTER LIP LINE, FOR P.C.C. CURB REPLACEMENT, SAW CUT EXISTING PAVEMENT 18 INCHES MIN. FROM GUTTER LIP LINE, REMOVE AND REPLACE PAVEMENT TO SAW CUT EDGES. CONCRETE MAY BE POURED NEAT AGAINST EXISTING EDGE OF ASPHALT IF APPROVED BY CITY ENGINEER.

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LANE

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LANE

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CURB LIP OR EDGE OF AC

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5' MIN, TYP.

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5' MIN.

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TYP.

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LESS THAN 30'

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2" GRIND & OVERLAY

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9" MIN.

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TRENCH WALLS

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SLOPE=50:1

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4" P.C.C SIDEWALK

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CURB & GUTTER

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4" MIN. AGGREGATE BASE COMPACTED TO 95% RELATIVE COMPACTION

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6" MIN. AGGREGATE BASE COMPACTED TO A MINIMUM 95% RELATIVE COMPACTION

AutoCAD SHX Text NOTES: 1. PORTLAND CEMENT CONCRETE (P.C.C.) SHALL BE 4000 PSI MIN. COMPRESSIVE STRENGTH AT 28 DAYS. PORTLAND CEMENT CONCRETE (P.C.C.) SHALL BE 4000 PSI MIN. COMPRESSIVE STRENGTH AT 28 DAYS. ALL CEMENT CONCRETE SHALL HAVE A COARSE AGGREGATE GRADATION CONFORMING TO SIZE No. 67. POLYPROPYLENE OR CELLULOSE FIBERS SHALL BE ADDED TO THE P.C.C. AT 1.5 LBS PER CUBIC YARD. MIX DESIGN SHALL CONFORM TO THE REQUIREMENTS OF SECTION 337.10 OF SSPWC. ALL MATERIALS SHALL CONFORM TO SSPWC. 2. AGGREGATE BASE MATERIAL UNDER SIDEWALKS SHALL BE TYPE 2, CLASS B CRUSHED AGGREGATE BASE. AGGREGATE BASE MATERIAL UNDER SIDEWALKS SHALL BE TYPE 2, CLASS B CRUSHED AGGREGATE BASE. MATERIALS SHALL CONFORM TO SSPWC SECTION 200. 3. SIDEWALK WIDTH "W" SHALL BE 4 FT MIN. ON RESIDENTIAL STREETS AND 6 FT MIN. ON COLLECTOR SIDEWALK WIDTH "W" SHALL BE 4 FT MIN. ON RESIDENTIAL STREETS AND 6 FT MIN. ON COLLECTOR AND ARTERIAL STREETS. 4. WEAKENED PLANE JOINTS SHALL BE CONSTRUCTED AT 5 FT INTERVALS AND ACCORDANCE WITH WEAKENED PLANE JOINTS SHALL BE CONSTRUCTED AT 5 FT INTERVALS AND ACCORDANCE WITH SECTION 312 OF THE SSPWC. 5. ALL ADJACENT CONCRETE REMOVAL SHALL BE TO NEAT SAW CUT LINES AT RIGHT ANGLES TO NEW ALL ADJACENT CONCRETE REMOVAL SHALL BE TO NEAT SAW CUT LINES AT RIGHT ANGLES TO NEW SIDEWALK. DOWEL INTO EXISTING ADJACENT CONCRETE SIDEWALK WITH A MINIMUM OF TWO (2) No. 4 REINFORCEMENT BARS EQUALLY SPACED ACROSS WIDTH "W". DOWELS SHALL PENETRATE A MINIMUM OF 4" INTO EXISTING CONCRETE. 6. SIDEWALKS SHALL NOT BE POURED MONOLITHICALLY WITH CURBS. SIDEWALKS SHALL NOT BE POURED MONOLITHICALLY WITH CURBS. 7. COLORED CONCRETE AND PAVERS ARE NOT ALLOWED. COLORED CONCRETE AND PAVERS ARE NOT ALLOWED. 8. TUNNELING AND/OR BORING IS NOT ALLOWED.TUNNELING AND/OR BORING IS NOT ALLOWED.

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CURB

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GUTTER

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DATE:

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APPROVED BY:

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STANDARD DETAILS FOR PUBLIC WORKS CONSTRUCTION

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SEE NOTE 5

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WEAKENED PLANE JOINTS

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SIDEWALK

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MIN.

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SEE REHABILITATION SECTIONS THIS SHEET FOR NEW PAVEMENT AND BASE REQUIREMENTS.

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DEPTH VARIES

AutoCAD SHX Text NOTE: 1. LIMITS OF OVEREXCAVATION, WIDTHS, AND DEPTH TO BE DETERMINED BY THE ENGINEER.LIMITS OF OVEREXCAVATION, WIDTHS, AND DEPTH TO BE DETERMINED BY THE ENGINEER.

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REMOVE UNSUITABLE SUBGRADE AND PLACE 12" MIN. TYPE 1, CLASS A AGGREGATE BASE

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GEOTEXTILE STABILIZATION FABRIC

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WIDTH VARIES

AutoCAD SHX Text NOTES: 1. MATCH EXISTING GRADE ELEVATIONS, UNLESS OTHERWISE NOTED SEE PLAN SHEETS. MATCH EXISTING GRADE ELEVATIONS, UNLESS OTHERWISE NOTED SEE PLAN SHEETS. 2. CONTRACTOR SHALL REMOVE ALL CONCRETE GUTTER PANS THAT EXTEND BEYOND THE CONTRACTOR SHALL REMOVE ALL CONCRETE GUTTER PANS THAT EXTEND BEYOND THE PROPOSED LIP OF GUTTER PRIOR TO REPAVING AT NO DIRECT PAYMENT. 3. REMOVE NINE INCHES (9") EXISTING PLANTMIX BITUMINOUS PAVEMENT AGGREGATE REMOVE NINE INCHES (9") EXISTING PLANTMIX BITUMINOUS PAVEMENT AGGREGATE BASE AND COMPOSITE MATERIALS. 4. PLACE THREE INCHES (3") OF TYPE 3, PG 64-28NV PLANTMIX BITUMINOUS PAVEMENT PLACE THREE INCHES (3") OF TYPE 3, PG 64-28NV PLANTMIX BITUMINOUS PAVEMENT ON SIX INCHES (6") OF TYPE 2. NINE INCHES (9") TOTAL PAVEMENT DEPTH. 5. IF THE MATERIAL BELOW SUBGRADE IS DETERMINED TO BE UNSUITABLE BY THE IF THE MATERIAL BELOW SUBGRADE IS DETERMINED TO BE UNSUITABLE BY THE ENGINEER, THE TYPICAL OVER EXCAVATION SECTION WILL BE USED. 6. CONTRACTOR SHALL BE ADVISED: IF SHALLOW UTILITIES ARE ENCOUNTERED FROM CONTRACTOR SHALL BE ADVISED: IF SHALLOW UTILITIES ARE ENCOUNTERED FROM PAVEMENT REMOVAL METHOD, THERE SHALL BE NO DIRECT PAYMENT FOR MODIFYING REMOVAL METHOD TO PROTECT UTILITIES.

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SEC 2A

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3" TYPE 3, PG 64-28NV PLANTMIX BITUMINOUS PAVEMENT. 50 BLOW WITH 4% VOIDS

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6" TYPE II AGGREGATE BASE AT 95% RELATIVE COMPACTION

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STANDARD DETAILS FOR PUBLIC WORKS CONSTRUCTION

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4' MIN.

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4" MIN. AGGREGATE BASE COMPACTED TO A MINIMUM 95% RELATIVE COMPACTION

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DETECTABLE TRUNCATED CONCRETE DOMES SHALL BE PLACED ON 6" MIN. P.C.C.

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GUTTER PAN

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12:1 OR LESS

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VARIES

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6" MIN. AGGREGATE BASE COMPACTED TO A MINIMUM 95% RELATIVE COMPACTION

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6" P.C.C. MIN.

AutoCAD SHX Text 6"

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ASPHALT FINISH GRADE

AutoCAD SHX Text 4"

AutoCAD SHX Text 12:1

AutoCAD SHX Text 48:1

AutoCAD SHX Text

TURNING SPACE 4' X 4' MINIMUM 50:1 MAX CROSS SLOPE ALL DIRECTIONS

AutoCAD SHX Text

4' MIN.

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4' MIN.

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BACK OF SIDEWALK

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CURB & GUTTER

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APPROVED BY:

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2" MAX.

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DATE:

AutoCAD SHX Text 2/2026

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12:1 OR LESS

AutoCAD SHX Text PROJ. No.:

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DESIGN BY:

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DRAWN BY:

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CHECK BY:

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SCALE:

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HORZ:

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VERT:

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AS SHOWN

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AS SHOWN

POST 1PCC POST CURB (0" - 6")

LOCKING BAR SECTION A-A

A A

R-603AREMOVABLE BOLLARD

SHEET

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VILLAGRANA

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AutoCAD SHX Text

6" MAX

AutoCAD SHX Text 12"

AutoCAD SHX Text 6"

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FINISH GRADE 3H:1V

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ADJACENT SIDEWALK OR DRIVEWAY FINISH GRADE, SEE PLAN SHEETS

AutoCAD SHX Text 6" MIN. TYPE 2 CLASS B AGGREGATE BASE COMPACTED TO A MINIMUM 95% OF MAXIMUM DRY DENSITY.

AutoCAD SHX Text 6"

AutoCAD SHX Text

MIN.

AutoCAD SHX Text NOTES: 1. FIBER-REINFORCED PORTLAND CEMENT CONCRETE (P.C.C.) SHALL HAVE THE FOLLOWING CHARACTERISTICS: FIBER-REINFORCED PORTLAND CEMENT CONCRETE (P.C.C.) SHALL HAVE THE FOLLOWING CHARACTERISTICS: 4000 PSI MIN.

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File details come from the government source that posted it. Updated Jun 8, 2026.