2-1100 E Plans bid 11-24-2025.pdf

PDF 44 MB Posted Nov 24, 2025

Attached to: 1100 EAST AREA WATERLINE AND ROADWAY RECONSTRUCTION
Solicitation number: 2025-08 1100 E
Issued by: Utah

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Written by GovTribe AI · Nov 25, 2025

This document is a set of construction plans and specifications prepared by Pleasant Grove City Public Works for Project No. PG-2025-08, the 1100 East Area Waterline and Roadway Reconstruction project in Pleasant Grove, Utah. The project involves the removal and replacement of 3,913 linear feet of culinary waterline and the reconstruction of 19,401 square yards of roadway, including removal of existing asphalt, base preparation, and placement of new asphalt (HMA APWA Class II, 3.5 inches thick). The plans encompass general notes, typical sections, roadway details across three sheets (RD-1 through RD-3), and utility/waterline details across three sheets (UT-1 through UT-3). Work is planned for December 2025, with construction occurring on 1100 East, 450 South, 500 South, 550 South, 600 South, Luck Drive, Loader Drive, and Nathaniel Drive. The contract documents incorporate Pleasant Grove Public Works Standard Specifications, the American Public Works Association Manual of Standard Specifications and Plans, and all applicable local, state, and federal regulations.

Key construction requirements include maintaining at least two lanes of traffic or approved detours at all times, with no road closures permitted on Loader Drive or Nathaniel Drive, and residential access maintained throughout. After asphalt removal, roads must be paved within 10 days, with waterline trenches allowed to remain for up to 40 days if maintained and drivable. The contractor must maintain a minimum horizontal separation of 10 feet and 1.5 feet vertical between sewer and culinary waterlines, with 4 feet minimum cover on culinary lines. Utility coordination is required with multiple providers including CentraCom Interactive, Lumen, Comcast, Enbridge Gas Utah, Rocky Mountain Power, Zayo Fiber Solutions, and Utopia Fiber. The contractor is responsible for all progress cleaning using daily sweeper or vacuum truck service, providing as-built drawings prior to final payment, protecting or replacing damaged utilities at no cost to the owner, and notifying residents 48 hours in advance of water or road shutdowns. Fire hydrants must be removed and replaced with new laterals and gate valves, and all abandoned waterlines must be capped with 2-foot concrete plugs.

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PLEASANT GROVE CITY PUBLIC WORKS

PLEASANT GROVE CITY

1100 EAST AREA WATERLINE AND ROADWAY RECONSTRUCTION

PROJECT NO. PG-2025-08

December 2025

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SHEET LIST

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SHEET NUMBER

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TITLE

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GENERAL NOTES

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TS-1

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TYPICAL SECTIONS

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RD-1 TO RD-3

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ROADWAY

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UT-1 TO UT-3

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UTILITY

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PROJECT LOCATION

btveten Layout1 btveten Typewritten Text 11/24/2025

DESIGN BY:

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1. THE CONTRACTOR SHALL PERFORM ALL WORK IN ACCORDANCE WITH THESE CONTRACT DOCUMENTS AND THE LATEST THE CONTRACTOR SHALL PERFORM ALL WORK IN ACCORDANCE WITH THESE CONTRACT DOCUMENTS AND THE LATEST ACCORDANCE WITH THESE CONTRACT DOCUMENTS AND THE LATEST AND THE LATEST EDITION OF PLEASANT GROVE PUBLIC WORKS STANDARD SPECIFICATIONS AND DRAWINGS, THE MOST CURRENT EDITION THE MOST CURRENT EDITION OF THE AMERICAN PUBLIC WORKS ASSOCIATION MANUAL OF STANDARD SPECIFICATION AND PLANS, AND IN , AND IN COMPLIANCE WITH ALL LOCAL, STATE AND FEDERAL REGULATIONS. 2. ALL UTILITY LOCATIONS ARE APPROXIMATE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING BLUE STAKES ALL UTILITY LOCATIONS ARE APPROXIMATE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING BLUE STAKES FOR LOCATIONS OF ALL UTILITIES. CALL 1-800-662-4111 BEFORE YOU DIG. 3. INSTALL MANHOLE RIMS, GRATES, AND VALVE BOXES 1/8" BELOW PAVEMENT OR ADJUST AS REQUIRED IN FIELD. INSTALL MANHOLE RIMS, GRATES, AND VALVE BOXES 1/8" BELOW PAVEMENT OR ADJUST AS REQUIRED IN FIELD. 1/8" BELOW PAVEMENT OR ADJUST AS REQUIRED IN FIELD. 4. THE CONTRACTOR SHALL PROTECT ALL EXISTING UTILITIES (WATER AND DRAINAGE SERVICES AND ACCESS ROADS, THE CONTRACTOR SHALL PROTECT ALL EXISTING UTILITIES (WATER AND DRAINAGE SERVICES AND ACCESS ROADS, ETC.) DURING CONSTRUCTION AND ENSURE THEY REMAIN IN PLACE AND OPERATIONAL (UNLESS OTHERWISE NOTED BY PROPERTY OWNER). 5. RESTORE OR PRESERVE ALL EXISTING FENCES, ROADS AND DITCHES. RESTORE OR PRESERVE ALL EXISTING FENCES, ROADS AND DITCHES. 6. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING AS-BUILT DRAWINGS, PRIOR TO FINAL PAYMENT. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING AS-BUILT DRAWINGS, PRIOR TO FINAL PAYMENT. 7. IF EXISTING UTILITIES OR CULVERTS ARE DAMAGED DURING CONSTRUCTION, THE CONTRACTOR IS RESPONSIBLE TO IF EXISTING UTILITIES OR CULVERTS ARE DAMAGED DURING CONSTRUCTION, THE CONTRACTOR IS RESPONSIBLE TO REMOVE AND REPLACE THESE ITEMS AT NO COST TO THE OWNER. 8. THE CONTRACTOR IS TO PROTECT ALL MONUMENTS OR REPLACE IF DISTURBED AT NO COST TO THE OWNER. THE CONTRACTOR IS TO PROTECT ALL MONUMENTS OR REPLACE IF DISTURBED AT NO COST TO THE OWNER. 9. THE CONTRACTOR IS RESPONSIBLE TO NOTIFY EACH HOME OR BUSINESS THAT WILL BE IMPACTED AND COORDINATE THE CONTRACTOR IS RESPONSIBLE TO NOTIFY EACH HOME OR BUSINESS THAT WILL BE IMPACTED AND COORDINATE WORK AS NECESSARY. 10. NO PRODUCTS WILL BE FURNISHED BY THE OWNER UNLESS SPECIFICALLY STATED OTHERWISE. NO PRODUCTS WILL BE FURNISHED BY THE OWNER UNLESS SPECIFICALLY STATED OTHERWISE. 11. CHIPS AND/OR PEA GRAVEL WILL NOT BE ALLOWED AS A PIPE ZONE MATERIAL OR AS AN IMPORT BACKFILL CHIPS AND/OR PEA GRAVEL WILL NOT BE ALLOWED AS A PIPE ZONE MATERIAL OR AS AN IMPORT BACKFILL MATERIAL. 12. ELEVATIONS ON THESE PLANS ARE LOCAL TO THE PROJECT SITE. ELEVATIONS ON THESE PLANS ARE LOCAL TO THE PROJECT SITE. 13. SAFE CONSTRUCTION PROCEDURES AND WORKING CLEARANCE ARE TO BE MAINTAINED AT ALL TIMES WHILE WORKING SAFE CONSTRUCTION PROCEDURES AND WORKING CLEARANCE ARE TO BE MAINTAINED AT ALL TIMES WHILE WORKING NEAR POWER LINES. CONTRACTOR TO FOLLOW ALL APPLICABLE OSHA STANDARDS. 14. CONTRACTOR SHALL NOTIFY ENGINEER OF ALL UTILITY CONFLICTS UPON DISCOVERY. CONTRACTOR SHALL NOTIFY ENGINEER OF ALL UTILITY CONFLICTS UPON DISCOVERY. 15. CONTRACTOR SHALL PROVIDE CITY INSPECTOR WITH CONSTRUCTION SCHEDULE AFTER SAID SCHEDULE HAS BEEN CONTRACTOR SHALL PROVIDE CITY INSPECTOR WITH CONSTRUCTION SCHEDULE AFTER SAID SCHEDULE HAS BEEN APPROVED BY ENGINEER AND OWNER. 16. MARK ALL PAVEMENT LIMITS, SAW CUT LINES, AND TRENCH PATCHING WITH ENGINEER. MARK ALL PAVEMENT LIMITS, SAW CUT LINES, AND TRENCH PATCHING WITH ENGINEER. 17. MARK ALL CONCRETE REMOVAL LIMITS WITH THE ENGINEER PRIOR TO REMOVAL. MARK ALL CONCRETE REMOVAL LIMITS WITH THE ENGINEER PRIOR TO REMOVAL. 18. COORDINATE ANY SOFT SPOT REPAIR WITH ENGINEER PRIOR TO REMOVAL. COORDINATE ANY SOFT SPOT REPAIR WITH ENGINEER PRIOR TO REMOVAL. 19. CONTRACTOR RESPONSIBLE TO SURVEY ALL EXISTING VALVES/MANHOLES, ETC. AND VERIFY WITH ENGINEER PRIOR TO CONTRACTOR RESPONSIBLE TO SURVEY ALL EXISTING VALVES/MANHOLES, ETC. AND VERIFY WITH ENGINEER PRIOR TO RAISING EXISTING VALVES/MANHOLES TO GRADE. ANY VALVES THAT ARE ABANDONED SHALL BE LEFT CLOSED. 20. CONTRACTOR TO USE SWPPP BMP'S AS NEEDED TO MEET ALL STATE AND LOCAL REQUIREMENTS. CONTRACTOR TO USE SWPPP BMP'S AS NEEDED TO MEET ALL STATE AND LOCAL REQUIREMENTS. 21. IF ANY GAS LINE IS ENCOUNTERED IN THE WATERLINE EXCAVATIONS CONTACT ENBRIDGE AND THEY WILL REMOVE IT. IF ANY GAS LINE IS ENCOUNTERED IN THE WATERLINE EXCAVATIONS CONTACT ENBRIDGE AND THEY WILL REMOVE IT. PLEASE COORDINATE WITH MANNY TORRES AT 801-376-8798. 22. PRESERVE AND PROTECT MAILBOXES UNLESS DIRECTED OTHERWISE. PRESERVE AND PROTECT MAILBOXES UNLESS DIRECTED OTHERWISE. 23. ALL TROUGHS IN ALL SEWER/STORM MANHOLES WILL BE COVERED AND PROTECTED FROM POTENTIAL DEBRIS BEFORE ALL TROUGHS IN ALL SEWER/STORM MANHOLES WILL BE COVERED AND PROTECTED FROM POTENTIAL DEBRIS BEFORE ANY ROAD WORK BEGINS THAT INVOLVE ANY POTENTIAL IMPACT TO THE MANHOLES. 24. CONTRACTOR TO PRESENT AND OBTAIN APPROVAL FROM CITY FOR STAGING AREAS. CONTRACTOR TO PRESENT AND OBTAIN APPROVAL FROM CITY FOR STAGING AREAS. 25. CONTRACTOR PROGRESS CLEANING PROGRAM WILL INCLUDE USING SWEEPER OR VACUUM TRUCK DAILY TO KEEP THE CONTRACTOR PROGRESS CLEANING PROGRAM WILL INCLUDE USING SWEEPER OR VACUUM TRUCK DAILY TO KEEP THE STREETS CLEAN. THE OWNER OR ENGINEER RESERVES THE RIGHT TO SHUT DOWN THE CONTRACTOR WITH NO EXTENSION OF TIME OR COST TO THE CONTRACT IF THE PROJECT PROGRESS CLEANING IS NOT BEING DONE. 26. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS BEFORE STARTING WORK AND SHALL IMMEDIATELY NOTIFY THE THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS BEFORE STARTING WORK AND SHALL IMMEDIATELY NOTIFY THE ENGINEER OF ANY DISCREPANCIES.

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GENERAL NOTES

AutoCAD SHX Text LEGAL NOTICE TO CONTRACTOR USE OF THE INFORMATION CONTAINED IN THIS INSTRUMENT FOR OTHER THAN THE SPECIFIC PURPOSE FOR WHICH IT WAS INTENDED AND FOR OTHER THAN THE CLIENT FOR WHOM IT WAS PREPARED IS FORBIDDEN UNLESS EXPRESSLY PERMITTED IN WRITING IN ADVANCE PLEASANT GROVE CITY, AND PLEASANT GROVE CITY SHALL HAVE NO LIABILITY TO ANY USE OF THIS INFORMATION WITHOUT THEIR WRITTEN CONSENT.

AutoCAD SHX Text ENGINEER'S NOTICE TO CONTRACTOR THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN ON THESE DRAWINGS ARE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS AND WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN AND WE ASSUME NO RESPONSIBILITY AS TO THE ACCURACY OF THEIR DEPICTED LOCATION ON THESE DRAWINGS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN, AND ALL OTHER LINES NOT OF RECORD OR NOT SHOWN ON THESE DRAWINGS BY VERIFICATION OF THEIR LOCATION IN THE FIELD PRIOR TO THE START OF CONSTRUCTION ACTIVITIES. THE CONTRACTOR WILL NOTIFY HORROCKS ENGINEERS OF ANY FOUND CONFLICTS PRIOR TO ANY WORK BEING DONE RELATED TO THE ISSUE.

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UTILITY CONTACTS

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UTILITY COMPANY

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CONTACT NAME

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TELEPHONE NUMBER

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CENTRACOM INTERACTIVE

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ALISA FAATZ

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A.FAATZ@CENTRACOM.COM

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DARREN KELLER

AutoCAD SHX Text 385-312-6525

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DARREN.KELLER@LUMEN.COM

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KIERSTEN ORELLANA

AutoCAD SHX Text 801-946-5931

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KIERSTEN_ORELLANA@COMCAST.COM

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ENBRIDGE GAS UTAH

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MANNY TORRES

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MANNY.TORRES@DOMINIONENERGY.COM

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ROCKY MOUNTAIN POWER

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BRAD KIDD

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BRAD.KIDD@ROCKYMOUNTAINPOWER.NET

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ZAYO FIBER SOLUTIONS

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SYLVAN STEWART

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SYLVAN.STEWARD@ZAYO.COM

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PLEASANT GROVE CITY - SEWER/WATER

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DREW HOFFMAN

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DHOFFMAN@PGCITYUTAH.GOV

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PLEASANT GROVE CITY - STREET/STORM DRAIN

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GENE ELLINGTON

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JGOODMAN@PGCITYUTAH.GOV

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PLEASANT GROVE CITY - CAPITAL PROJECTS MANAGER

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BRITTON TVETEN

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BTVETEN@PGCITYUTAH.GOV

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UTOPIA FIBER

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KEITH PERKINS

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KPERKINS@UTOPIAFIBER.COM

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1. TRAFFIC CONTROL IS TO CONFORM WITH MUTCD STANDARDS. TRAFFIC CONTROL IS TO CONFORM WITH MUTCD STANDARDS. 2. MAINTAIN AT LEAST TWO LANES OF TRAFFIC, AN ACCEPTABLE DETOUR AS APPROVED BY THE CITY, OR FLAGGING MAINTAIN AT LEAST TWO LANES OF TRAFFIC, AN ACCEPTABLE DETOUR AS APPROVED BY THE CITY, OR FLAGGING OPERATIONS AT ALL TIMES. FLAGGING AND OTHER TRAFFIC CONTROL DEVICES WILL BE PROVIDED BY CONTRACTOR AS REQUIRED. USE OF MECHANICAL FLAGGING WILL NOT BE ALLOWED. 3. NO ROAD CLOSURES ON LOADER DRIVE OR NATHANIEL DRIVE WILL BE ALLOWED. NO ROAD CLOSURES ON LOADER DRIVE OR NATHANIEL DRIVE WILL BE ALLOWED. 4. ROAD CLOSURES TO THROUGH TRAFFIC WILL ONLY BE ALLOWED ON 450 S, 500 S, 550 S, 600 S, 1100 E, AND LUCK ROAD CLOSURES TO THROUGH TRAFFIC WILL ONLY BE ALLOWED ON 450 S, 500 S, 550 S, 600 S, 1100 E, AND LUCK DR WHILE ACTIVE WORK IS TAKING PLACE, 5. RESIDENTIAL ACCESS MUST BE MAINTAINED AT ALL TIMES, PAVING OPERATIONS AND OPEN CUTS AS APPROVED AND RESIDENTIAL ACCESS MUST BE MAINTAINED AT ALL TIMES, PAVING OPERATIONS AND OPEN CUTS AS APPROVED AND NOTICE PROVIDED. 6. AFTER ASPHALT IS REMOVED THE ROAD MUST BE PAVED WITHIN 10 DAYS. WATERLINE TRENCHES MAY REMAIN FOR AFTER ASPHALT IS REMOVED THE ROAD MUST BE PAVED WITHIN 10 DAYS. WATERLINE TRENCHES MAY REMAIN FOR 40 DAYS AS LONG AS THEY ARE MAINTAINED AND ARE DRIVABLE FOR PUBLIC USE. 7. DO NOT DRIVE ON SUB GRADE UNLESS WORK ON THAT ROADWAY IS ACTIVELY BEING PERFORMED. DO NOT DRIVE ON SUB GRADE UNLESS WORK ON THAT ROADWAY IS ACTIVELY BEING PERFORMED. 8. TRAFFIC CONTROL SHALL INCLUDE PROVISIONS FOR BIKES AND PEDESTRIANS. TRAFFIC CONTROL SHALL INCLUDE PROVISIONS FOR BIKES AND PEDESTRIANS. 9. ALL TRUCKS MUST USE 200 SOUTH AND LOADER FOR ACCESS IN AND OUT.ALL TRUCKS MUST USE 200 SOUTH AND LOADER FOR ACCESS IN AND OUT.

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TRAFFIC CONTROL NOTES

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1. MAINTAIN A MINIMUM HORIZONTAL SEPARATION OF 10 FEET AND 1.5 FEET VERTICAL BETWEEN OUTSIDE DIAMETER OF SEWER PIPE AND CULINARY MAINTAIN A MINIMUM HORIZONTAL SEPARATION OF 10 FEET AND 1.5 FEET VERTICAL BETWEEN OUTSIDE DIAMETER OF SEWER PIPE AND CULINARY WATERLINE. EXCEPT WHERE NOTED OTHERWISE. WHERE NOTED OTHERWISE GRADUALLY DEFLECT WATER LINE WITHOUT USING FITTINGS TO AVOID OBSTRUCTIONS, AND MAINTAIN A MINIMUM SEPARATION OF 6 FEET BETWEEN SEWER PIPE AND WATER PIPE. 2. TRENCH EXCAVATION SHALL COMPLY WITH THE MOST CURRENT OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATIVE STANDARDS. TRENCH TRENCH EXCAVATION SHALL COMPLY WITH THE MOST CURRENT OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATIVE STANDARDS. TRENCH BACKFILL SHOULD BE PLACED IN 4 TO 6 INCH LIFTS IF HAND COMPACTED OR NO MORE THAN 8 INCH LIFTS IF POWER COMPACTED. 3. MAINTAIN A MINIMUM COVER OF 4 FEET ON ALL CULINARY WATERLINES AND 2 FT FOR PRESSURIZED IRRIGATION LINES. MAINTAIN A MINIMUM COVER OF 4 FEET ON ALL CULINARY WATERLINES AND 2 FT FOR PRESSURIZED IRRIGATION LINES. 4. CONTRACTOR SHALL NOTIFY THE RESIDENTS A MINIMUM OF 48 HOURS IN ADVANCE OF ALL PLANNED WATER OR ROAD SHUT CONTRACTOR SHALL NOTIFY THE RESIDENTS A MINIMUM OF 48 HOURS IN ADVANCE OF ALL PLANNED WATER OR ROAD SHUT DOWNS/INTERRUPTIONS OF SERVICE. CONTRACTOR SHALL NOTIFY PLEASANT GROVE PUBLIC WORKS 4 BUSINESS DAYS IN ADVANCE OF PLANNED WATER SHUT OFFS FOR A LIST OF ADDRESSES THAT WILL BE IMPACTED. ONLY CITY EMPLOYEES MAY OPERATE WATER VALVES. 5. CLOSE TRENCHES DURING NIGHTTIME CONDITIONS THROUGH THE USE OF BACKFILL, TRENCH PLATES, BARRICADES AND/ OR OTHER APPROVED CLOSE TRENCHES DURING NIGHTTIME CONDITIONS THROUGH THE USE OF BACKFILL, TRENCH PLATES, BARRICADES AND/ OR OTHER APPROVED PROTECTION METHODS. 6. PIPE LENGTHS SHOWN ON PLAN SHEETS ARE HORIZONTAL. PIPE LENGTHS SHOWN ON PLAN SHEETS ARE HORIZONTAL. 7. MAINTAIN RESIDENTIAL ACCESS DURING CONSTRUCTION MAINTAIN RESIDENTIAL ACCESS DURING CONSTRUCTION 8. TRAFFIC CONTROL SHALL INCLUDE PROVISIONS FOR BIKES AND PEDESTRIANS. TRAFFIC CONTROL SHALL INCLUDE PROVISIONS FOR BIKES AND PEDESTRIANS. 9. CONTRACTOR TO PRESENT AND OBTAIN APPROVAL FROM CITY FOR STAGING AREAS. CONTRACTOR TO PRESENT AND OBTAIN APPROVAL FROM CITY FOR STAGING AREAS. 10. CONTRACTOR PROGRESS CLEANING PROGRAM WILL INCLUDE USING SWEEPER OR VACUUM TRUCK DAILY TO KEEP THE STREETS CLEAN. THE OWNER CONTRACTOR PROGRESS CLEANING PROGRAM WILL INCLUDE USING SWEEPER OR VACUUM TRUCK DAILY TO KEEP THE STREETS CLEAN. THE OWNER OR ENGINEER RESERVES THE RIGHT TO SHUT DOWN THE CONTRACTOR WITH NO EXTENSION OF TIME OR COST TO THE CONTRACT IF THE PROJECT PROGRESS CLEANING IS NOT BEING DONE. 11. PLUG AND ABANDON CULINARY WATERLINES WITH MJ CAPS AND REMOVE VALVE COVERS. ALL CONNECTIONS TO THE ABANDONED CULINARY PLUG AND ABANDON CULINARY WATERLINES WITH MJ CAPS AND REMOVE VALVE COVERS. ALL CONNECTIONS TO THE ABANDONED CULINARY WATERLINE SHALL BE CUT AND CAPPED WITH A 2 FT CONCRETE PLUG INSIDE THE PIPE. 12. WATER AND SEWER LATERAL LOCATIONS ARE APPROXIMATE. NOTIFY BLUE STAKES BEFORE DIGGING. WATER AND SEWER LATERAL LOCATIONS ARE APPROXIMATE. NOTIFY BLUE STAKES BEFORE DIGGING. 13. EXISTING WATERLINES TO REMAIN LIVE UNTIL ALL CONNECTIONS ARE TRANSFERRED TO PROPOSED WATERLINES. EXISTING WATERLINES TO REMAIN LIVE UNTIL ALL CONNECTIONS ARE TRANSFERRED TO PROPOSED WATERLINES. 14. PROVIDE AND MAINTAIN ACCESS AT ALL TIMES TO RESIDENTIAL AND COMMERCIAL PROPERTIES. PROVIDE AND MAINTAIN ACCESS AT ALL TIMES TO RESIDENTIAL AND COMMERCIAL PROPERTIES. 15. CONTRACTOR MAY PLACE AND TEMPORARILY STOCKPILE EXCAVATED MATERIAL OR IMPORTED MATERIAL ON PAVED ROADWAYS, WHEN THE CONTRACTOR MAY PLACE AND TEMPORARILY STOCKPILE EXCAVATED MATERIAL OR IMPORTED MATERIAL ON PAVED ROADWAYS, WHEN THE ASPHALT IS TO BE REMOVED, PROVIDED THE CONTRACTOR PREVENTS MIGRATION OF THE STOCKPILED MATERIAL FROM THE WORK SITE, PROVIDED THE CONTRACTOR FOLLOWS THE REQUIREMENTS OF THEIR STORM WATER POLLUTION PREVENTION PLAN, AND PROVIDED THE CONTRACTOR PREVENTS DAMAGE TO THE EXISTING ASPHALT PAVEMENT FROM EQUIPMENT SCRAPING OR CONSTRUCTION PROCEDURES. CITY MAY IMPOSE RESTRICTIONS ON TEMPORARY STOCKPILES OR REQUIRE RESTITUTION BY CONTRACTOR IF THESE REQUIREMENTS ARE NOT FOLLOWED. ANY DAMAGES INCURRED MUST BE REPAIRED TO EXISTING OR BETTER CONDITION AT THE CONTRACTOR'S EXPENSE. 16. SERVICE SADDLES TO BE FORD 202 SERVICE SADDLE, DOUBLE STRAP, BRASS ONLY. NO FITTINGS WILL BE ALLOWED FROM THE CORPORATION SERVICE SADDLES TO BE FORD 202 SERVICE SADDLE, DOUBLE STRAP, BRASS ONLY. NO FITTINGS WILL BE ALLOWED FROM THE CORPORATION STOP ON THE SADDLE AND THE CURB STOP ON THE METER SETTER. 17. WATER METER AND SETTERS WILL BE FURNISHED BY THE CITY. CONTRACTOR WILL FURNISH ALL BRASS FITTINGS INCLUDING THE CURB STOP ON WATER METER AND SETTERS WILL BE FURNISHED BY THE CITY. CONTRACTOR WILL FURNISH ALL BRASS FITTINGS INCLUDING THE CURB STOP ON ALL WATERLINE CONNECTIONS. 18. ENBRIDGE WILL BE INSTALLING A NEW GAS LINE DURING THE UTILITY IMPROVEMENTS. CONTRACTOR TO COORDINATE WITH DOMINION ENERGY ENBRIDGE WILL BE INSTALLING A NEW GAS LINE DURING THE UTILITY IMPROVEMENTS. CONTRACTOR TO COORDINATE WITH DOMINION ENERGY DURING CONSTRUCTION. 19. POTHOLE ALL CROSSING UTILITIES 500 FT AHEAD OF PIPE BEING PLACED. NOTIFY ENGINEER OF ANY CONFLICTS POTHOLE ALL CROSSING UTILITIES 500 FT AHEAD OF PIPE BEING PLACED. NOTIFY ENGINEER OF ANY CONFLICTS 20. MAINTAIN A MINIMUM COVER OF 4 FEET ON ALL CULINARY WATERLINES. MAINTAIN A MINIMUM COVER OF 4 FEET ON ALL CULINARY WATERLINES.

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AutoCAD SHX Text HMA APWA Class II 3.5" Thick

AutoCAD SHX Text Remove Existing Asphalt, Re-grade, and Compact Add Roadbase as needed to achieve roadway crown

AutoCAD SHX Text On the high side place asphalt between 0.25" to 0.5" above the lip of gutter

AutoCAD SHX Text Soft Spot Repair As Approved by Engineer See Soft Repair Detail Below

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TYPICAL CROWN SECTION PREFERRED WHERE POSSIBLE

AutoCAD SHX Text 2% Where Possible Proposed 1.0 % to 4.0%

AutoCAD SHX Text On the low side place asphalt 0.5" above the lip of gutter

AutoCAD SHX Text Approximate Existing Surface

AutoCAD SHX Text HMA APWA Class II 3.5" Thick

AutoCAD SHX Text Remove Existing Asphalt, Re-grade, and Compact Add Road base as needed to achieve desired slope

AutoCAD SHX Text On the low side place asphalt between 0.5" to .75" above the lip of gutter

AutoCAD SHX Text Soft Spot Repair As Approved by Engineer See Soft Repair Detail Below

AutoCAD SHX Text TYPICAL SUPER ELEVATION SECTION ONLY IF A CROWN IS NOT POSSIBLE AND APPROVED BY ENGINEER

AutoCAD SHX Text 2% Where Possible Proposed 1.0 % to 4.0%

AutoCAD SHX Text On the HIGH side place asphalt 0.0" TO 0.5" above the lip of gutter

AutoCAD SHX Text Approximate Existing Surface

AutoCAD SHX Text Existing Curb and Gutter

AutoCAD SHX Text Varies 32 ft - 40 ft

AutoCAD SHX Text HMA APWA Class II 3.5" Thick

AutoCAD SHX Text Remove Existing Asphalt, Re-grade, and Compact Add Road base as needed to achieve desired slope

AutoCAD SHX Text As Approved by Engineer Excavate Soft spots Place Stabilization Geotextile, Granular Borrow and Roabbase as directed by Engineer

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SOFT SPOT REPAIR DETAIL ONLY AS APPROVED BY ENGINEER

AutoCAD SHX Text Approximate Existing Surface

Notes: 1. SCARIFY EXISTING ROAD BASE AND SUPPLEMENT WITH IMPORTED ROAD BASE. SCARIFY EXISTING ROAD BASE AND SUPPLEMENT WITH IMPORTED ROAD BASE. GRADE AND COMPACT AS NEEDED TO ACHIEVE THE TARGETED SLOPES. 2. THE HEIGHT OF ASPHALT FROM THE LIP OF CURB WILL VARY. SEE NOTES THE HEIGHT OF ASPHALT FROM THE LIP OF CURB WILL VARY. SEE NOTES ABOVE.

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AutoCAD SHX Text D

AutoCAD SHX Text Y

AutoCAD SHX Text H

AutoCAD SHX Text D

AutoCAD SHX Text Y

AutoCAD SHX Text H

AutoCAD SHX Text D

AutoCAD SHX Text Y

AutoCAD SHX Text H

AutoCAD SHX Text D

AutoCAD SHX Text Y

AutoCAD SHX Text H

AutoCAD SHX Text

AutoCAD SHX Text H

AutoCAD SHX Text Y

AutoCAD SHX Text D

AutoCAD SHX Text

AutoCAD SHX Text Loader Dr

AutoCAD SHX Text 1100 E

AutoCAD SHX Text 450 S

AutoCAD SHX Text 500 S

AutoCAD SHX Text Notes: 1. See Typical Sections See Typical Sections 2. Road may be closed to thru traffic as long as active work is taking Road may be closed to thru traffic as long as active work is taking place. 3. Contractor to preserve and protect all PI valves during grading, paving, Contractor to preserve and protect all PI valves during grading, paving, and other construction activities.

AutoCAD SHX Text Match Line SEE SHEET RD-02

AutoCAD SHX Text Pavement Limits

AutoCAD SHX Text Adjust manhole Collar to Grade

AutoCAD SHX Text Adjust Valve Box to Grade PI valve 6" to nut 4" pipe

AutoCAD SHX Text Adjust Valve Box to Grade PI valve 9.5" to nut 4" pipe

AutoCAD SHX Text Protect in Place PI valve 20" to nut 6" pipe

AutoCAD SHX Text Adjust Valve Box to Grade New Culinary valve

AutoCAD SHX Text Adjust Valve Box to Grade Culinary valve 30" to nut 6" pipe

AutoCAD SHX Text Adjust Valve Box to Grade Culinary valve 31" to nut 8" pipe

AutoCAD SHX Text Remove Survey monument (Do not place back, this is for a old plat)

AutoCAD SHX Text Adjust Valve Box to Grade PI valve 8" to nut 4" pipe

AutoCAD SHX Text Remove Survey monument (Do not place back, this is for a old plat)

AutoCAD SHX Text Adjust Valve Box to Grade PI valve 6" to nut 4" pipe

AutoCAD SHX Text Protect in Place PI valve 15" to nut 4" pipe

AutoCAD SHX Text ABANDON THE OLD VALVES AND DO NOT COLLAR ?????????????????????????????????????????????????????????????????

AutoCAD SHX Text Adjust Valve Box to Grade PI valve 15" to nut 4" pipe

AutoCAD SHX Text Adjust Valve Box to Grade New Culinary Valve

AutoCAD SHX Text Remove Existing Asphalt, Re-grade, and Compact Add Road base as needed to achieve desired slope HMA APWA Class II 3.5" Thick

AutoCAD SHX Text Adjust Valve Box to Grade Culinary valve 26" to nut 8" pipe

Remove and Replace Concrete ( Engineer to mark out limits)Engineer to mark out limits)

CHECKED BY:

SHEET NUMBER:

PROJ. # :

LAST UPDATED: 11/20/2025

1100 EAST_ROADWAY

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AutoCAD SHX Text D

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AutoCAD SHX Text S

AutoCAD SHX Text

AutoCAD SHX Text D

AutoCAD SHX Text Y

AutoCAD SHX Text H

AutoCAD SHX Text D

AutoCAD SHX Text Y

AutoCAD SHX Text H

AutoCAD SHX Text

AutoCAD SHX Text H

AutoCAD SHX Text Y

AutoCAD SHX Text D

AutoCAD SHX Text

AutoCAD SHX Text H

AutoCAD SHX Text Y

AutoCAD SHX Text D

AutoCAD SHX Text

AutoCAD SHX Text Loader Dr

AutoCAD SHX Text 1100 E

AutoCAD SHX Text 550 S

AutoCAD SHX Text 600 S

AutoCAD SHX Text Match Line SEE SHEET RD-03

AutoCAD SHX Text Match Line SEE SHEET RD-01

AutoCAD SHX Text ABANDON THE OLD VALVES AND DO NOT COLLAR ?????????????????????????????????????????????????????????????????

AutoCAD SHX Text Pavement Limits

AutoCAD SHX Text Adjust manhole Collar to Grade

AutoCAD SHX Text Adjust Valve Box to Grade PI valve 3.25" to nut 4" pipe

AutoCAD SHX Text Adjust Valve Box to Grade PI valve 7" to nut 4" pipe

AutoCAD SHX Text Adjust Valve Box to Grade PI valve 5.5" to nut 4" pipe

AutoCAD SHX Text Adjust Valve Box to Grade PI valve 5" to nut 4" pipe

AutoCAD SHX Text Adjust Valve Box to Grade PI valve 6.5" to nut 4" pipe

AutoCAD SHX Text Adjust Valve Box to Grade PI valve 11" to nut 6" pipe ?? 17 turns??

AutoCAD SHX Text Adjust Valve Box to Grade PI valve 9" to nut 4" pipe

AutoCAD SHX Text Adjust Valve Box to Grade PI valve 2.75" to nut 4" pipe

AutoCAD SHX Text Adjust Valve Box to Grade PI valve 3.25" to nut 4" pipe

AutoCAD SHX Text Adjust Valve Box to Grade New Culinary valve

AutoCAD SHX Text Adjust manhole Collar to Grade

AutoCAD SHX Text Adjust Valve Box to Grade

AutoCAD SHX Text Adjust Valve Box to Grade New Culinary Valve

AutoCAD SHX Text Remove Existing Asphalt, Re-grade, and Compact Add Road base as needed to achieve desired slope HMA APWA Class II 3.5" Thick

CHECKED BY:

SHEET NUMBER:

PROJ. # :

LAST UPDATED: 11/20/2025

1100 EAST_ROADWAY

INCH, SCALE ACCORDINGLY

AT FULL SIZE, IF NOT ONE

ONE INCH

FILE :

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BJT

BDH

RD-3

Feet 0 80 160

AutoCAD SHX Text S

AutoCAD SHX Text

AutoCAD SHX Text D

AutoCAD SHX Text Y

AutoCAD SHX Text H

AutoCAD SHX Text D

AutoCAD SHX Text Y

AutoCAD SHX Text H

AutoCAD SHX Text D

AutoCAD SHX Text Y

AutoCAD SHX Text H

AutoCAD SHX Text

AutoCAD SHX Text H

AutoCAD SHX Text Y

AutoCAD SHX Text D

AutoCAD SHX Text

AutoCAD SHX Text 550 S

AutoCAD SHX Text 600 S

AutoCAD SHX Text Luck Dr

AutoCAD SHX Text 1100 E

AutoCAD SHX Text Nathaniel Dr

AutoCAD SHX Text Match Line SEE SHEET RD-02

AutoCAD SHX Text Adjust Valve Box to Grade PI valve 3." to nut 4" pipe

AutoCAD SHX Text Pavement Limits

AutoCAD SHX Text Adjust manhole Collar to Grade

AutoCAD SHX Text Adjust Valve Box to Grade PI valve 3.25" to nut 4" pipe

AutoCAD SHX Text Adjust Valve Box to Grade PI valve 4" to nut 4" pipe

AutoCAD SHX Text Adjust Valve Box to Grade New Culinary Valve

AutoCAD SHX Text Remove Existing Asphalt, Re-grade, and Compact Add Road base as needed to achieve desired slope HMA APWA Class II 3.5" Thick

CHECKED BY:

SHEET NUMBER:

PROJ. # :

LAST UPDATED: 11/20/2025

1100 EAST_ UTILITIY

INCH, SCALE ACCORDINGLY

AT FULL SIZE, IF NOT ONE

ONE INCH

FILE :

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UT-1

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AutoCAD SHX Text S

AutoCAD SHX Text

AutoCAD SHX Text D

AutoCAD SHX Text Y

AutoCAD SHX Text H

AutoCAD SHX Text D

AutoCAD SHX Text Y

AutoCAD SHX Text H

AutoCAD SHX Text D

AutoCAD SHX Text Y

AutoCAD SHX Text H

AutoCAD SHX Text D

AutoCAD SHX Text Y

AutoCAD SHX Text H

AutoCAD SHX Text

AutoCAD SHX Text H

AutoCAD SHX Text Y

AutoCAD SHX Text D

AutoCAD SHX Text

AutoCAD SHX Text Loader Dr

AutoCAD SHX Text 1100 E

AutoCAD SHX Text 450 S

AutoCAD SHX Text 500 S

AutoCAD SHX Text

CONNECT TO EXISTING 8" C-900 WATER LINE

AutoCAD SHX Text Enbridge 2" Plastic and Steel (Map Quality)

AutoCAD SHX Text Enbridge 2" Plastic (Map Quality)

AutoCAD SHX Text Match Line SEE SHEET UT-02

AutoCAD SHX Text Enbridge 2" Plastic (Map Quality)

AutoCAD SHX Text Comcast (Map Quality)

AutoCAD SHX Text Rocky Mountain Power (Map Quality)

AutoCAD SHX Text

CONNECT TO EXISTING 8" C-900 WATER LINE

AutoCAD SHX Text

8" BEND

AutoCAD SHX Text REMOVE AND REPLACE FIRE HYDRANT (INCLUDES NEW LATERAL AND NEW GATE VALVE) See PG STD Drawing #14

AutoCAD SHX Text FURNISH AND INSTALL FIRE HYDRANT (INCLUDES NEW LATERAL AND NEW GATE VALVE) See PG STD Drawing #14

AutoCAD SHX Text

INSTALL 8" C-900 WATERLINE

AutoCAD SHX Text

INSTALL 8" C-900 WATERLINE

AutoCAD SHX Text

INSTALL 8" C-900 WATERLINE

AutoCAD SHX Text NOTES: 1. All utility locations and sizes to be verified in the All utility locations and sizes to be verified in the field by the contractor. 2. Maintain 10 foot minimum clearance from all sewer Maintain 10 foot minimum clearance from all sewer lines. 3. Replace the entire length of each water service from Replace the entire length of each water service from the main to new water meter. New meter boxes, lids, all fittings, valves, etc. required. City will supply meters and setters without curb stops. Reconnect new setter to homeowners side of existing line. 4. Maintain minimum cover of 4 feet on all culinary Maintain minimum cover of 4 feet on all culinary water lines and service lines. Pulling service lines may only be performed as approved by city inspector an a case by case basis. 5. All fittings to include megalugs. All fittings to include megalugs. 6. Gradually lower or raise elevation of water line where Gradually lower or raise elevation of water line where possible to minimize looping. pothole ahead of water line construction to verify. 7. Preserve and protect all pi laterals. Damaged laterals Preserve and protect all pi laterals. Damaged laterals to be replaced from main to service box at contractor's expense. 8. 1 inch lateral pipe shall be installed with a trenchless 1 inch lateral pipe shall be installed with a trenchless method to prevent removal of concrete. Preserve and protect concrete. Payment shall not be made for concrete replaced in order to install services. 9. Notify engineer of any irrigation services that are not Notify engineer of any irrigation services that are not purple poly. Any irrigation services found not to be purple poly to be replaced from main to new meter. 10. New services to be installed behind sidewalk (existing New services to be installed behind sidewalk (existing and future). 11. When cutting and capping an existing water line place When cutting and capping an existing water line place a 2 ft concrete plug inside the abandoned line.

AutoCAD SHX Text REMOVE or ABANDON EXISTING VALVE 46" to nut 6" pipe

AutoCAD SHX Text

REMOVE EXISTING VALVE CONNECT NEW 8" GATE VALVE TO EXISTING 8" WATERLINE

AutoCAD SHX Text

(1) 8"GATE VALVE 8"GATE VALVE 8"X8"X8" TEE

AutoCAD SHX Text

8" BEND

AutoCAD SHX Text Abandon existing 4" water line in place

AutoCAD SHX Text Abandon existing 6" water line in place

Storm Drain Pipe

CHECKED BY:

SHEET NUMBER:

PROJ. # :

LAST UPDATED: 11/20/2025

1100 EAST_ UTILITIY

INCH, SCALE ACCORDINGLY

AT FULL SIZE, IF NOT ONE

ONE INCH

FILE :

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BJT

BDH

UT-2

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AutoCAD SHX Text D

AutoCAD SHX Text Y

AutoCAD SHX Text H

AutoCAD SHX Text S

AutoCAD SHX Text

AutoCAD SHX Text D

AutoCAD SHX Text Y

AutoCAD SHX Text H

AutoCAD SHX Text D

AutoCAD SHX Text Y

AutoCAD SHX Text H

AutoCAD SHX Text

AutoCAD SHX Text H

AutoCAD SHX Text Y

AutoCAD SHX Text D

AutoCAD SHX Text

AutoCAD SHX Text H

AutoCAD SHX Text Y

AutoCAD SHX Text D

AutoCAD SHX Text

AutoCAD SHX Text Loader Dr

AutoCAD SHX Text 1100 E

AutoCAD SHX Text 550 S

AutoCAD SHX Text 600 S

AutoCAD SHX Text

CONNECT TO EXISTING 8" C-900 WATER LINE

AutoCAD SHX Text

CONNECT TO EXISTING 8" TEE

AutoCAD SHX Text Match Line SEE SHEET UT-03

AutoCAD SHX Text Match Line SEE SHEET UT-01

AutoCAD SHX Text

ABANDON THE OLD VALVES AND DO NOT COLLAR

AutoCAD SHX Text Enbridge 2" Plastic and Steel (Map Quality)

AutoCAD SHX Text Comcast (Map Quality)

AutoCAD SHX Text

8" BEND

AutoCAD SHX Text

8" BEND

AutoCAD SHX Text

8" BEND

AutoCAD SHX Text REMOVE AND REPLACE FIRE HYDRANT (INCLUDES NEW LATERAL AND NEW GATE VALVE) See PG STD Drawing #14

AutoCAD SHX Text FURNISH AND INSTALL FIRE HYDRANT (INCLUDES NEW LATERAL AND NEW GATE VALVE) See PG STD Drawing #14

AutoCAD SHX Text REMOVE or ABANDON EXISTING VALVE 31" to nut 6" pipe

AutoCAD SHX Text

INSTALL 8" C-900 WATERLINE

AutoCAD SHX Text

INSTALL 8" C-900 WATERLINE

AutoCAD SHX Text

INSTALL 8" C-900 WATERLINE

AutoCAD SHX Text REMOVE or ABANDON EXISTING VALVE 39.5" to nut 6" pipe

AutoCAD SHX Text REMOVE or ABANDON EXISTING VALVE 33" to nut 6" pipe

AutoCAD SHX Text REMOVE or ABANDON EXISTING VALVE 28" to nut 6" pipe

AutoCAD SHX Text REMOVE or ABANDON EXISTING VALVE 37" to nut 6" pipe

AutoCAD SHX Text Abandon existing 4" water line. (this leak repair was a 4" repair 2024)

AutoCAD SHX Text Abandon existing 4" water line in place

Abandon existing 6" water line in place

CHECKED BY:

SHEET NUMBER:

PROJ. # :

LAST UPDATED: 11/20/2025

1100 EAST_ UTILITIY

INCH, SCALE ACCORDINGLY

AT FULL SIZE, IF NOT ONE

ONE INCH

FILE :

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BJT

BDH

UT-3

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AutoCAD SHX Text S

AutoCAD SHX Text

AutoCAD SHX Text D

AutoCAD SHX Text Y

AutoCAD SHX Text H

AutoCAD SHX Text D

AutoCAD SHX Text Y

AutoCAD SHX Text H

AutoCAD SHX Text D

AutoCAD SHX Text Y

AutoCAD SHX Text H

AutoCAD SHX Text

AutoCAD SHX Text H

AutoCAD SHX Text Y

AutoCAD SHX Text D

AutoCAD SHX Text

AutoCAD SHX Text 550 S

AutoCAD SHX Text 600 S

AutoCAD SHX Text Luck Dr

AutoCAD SHX Text 1100 E

AutoCAD SHX Text Nathaniel Dr

AutoCAD SHX Text

CONNECT TO EXISTING 8" C-900 WATER LINE

AutoCAD SHX Text Match Line SEE SHEET UT-02

AutoCAD SHX Text Preserve and Protect PI valve 3.25" to nut 4" pipe

AutoCAD SHX Text Comcast (Map Quality)

AutoCAD SHX Text Enbridge 2" Steel (Map Quality)

AutoCAD SHX Text Coordinate with Enbridge to have them relocate their gas line fro the thrust block

AutoCAD SHX Text Enbridge 2" Plastic (Map Quality)

AutoCAD SHX Text

CONNECT TO EXISTING 8" C-900 WATER LINE

AutoCAD SHX Text

CONNECT TO EXISTING 8" C-900 WATER LINE

AutoCAD SHX Text

8" BEND

AutoCAD SHX Text

8" BEND

AutoCAD SHX Text REMOVE AND REPLACE FIRE HYDRANT (INCLUDES NEW LATERAL AND NEW GATE VALVE) See PG STD Drawing #14

AutoCAD SHX Text

INSTALL 8" C-900 WATERLINE

AutoCAD SHX Text

INSTALL 8" C-900 WATERLINE

AutoCAD SHX Text Abandon existing 6" water line in place

AutoCAD SHX Text Abandon existing 4" water line in place

Abandon existing 6" water line in place

Cover sheet-cover sheet

cover sheet

1100 East_roadway-G-1

G-1

1100 East_roadway-G-2

G-2

1100 East_roadway-TS-1

TS-1

1100 East_roadway-RD-1

RD-1

1100 East_roadway-RD-2

RD-2

1100 East_roadway-RD-3

RD-3

1100 East_ Utilitiy-UT-1

UT-1

1100 East_ Utilitiy-UT-2

UT-2

1100 East_ Utilitiy-UT-3

UT-3

	2025-11-24T12:38:42-0700
Britton Tveten
I am the author of this document

File details come from the government source that posted it. Updated Nov 25, 2025.