1-Mitchell Hollow Trail 100 Plans.pdf

PDF 7 MB Posted Nov 19, 2025

Attached to: GJ26-60 Highland City Mitchell Hollow Trail
Solicitation number: GJ26-60
Issued by: Utah County, Hildale City, Utah

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Written by GovTribe AI · Nov 25, 2025

This document comprises 100% construction plans for Mitchell Hollow Trail Phase 1 in Highland City, Utah, prepared by Highland City Public Works Department and CONSOR North America, Inc. The project involves construction of a 3.9-mile multi-use trail extending from station 10+00 to 49+12.63, featuring varying typical sections including 12-foot asphalt trail surfaces with shoulders, concrete sidewalks, curb and gutter, modular block retaining walls, landscape rock walls, three-rail wood fencing, and a boardwalk section with helical pier foundations spanning approximately 1,200 feet over wetlands. The project includes removal of existing asphalt, concrete, fencing, trees, mailboxes, and utility boxes. A mandatory pre-bid meeting is scheduled for December 2, 2025, at 3 PM MT, with bid submissions due December 16, 2025, by 5 PM MT through the U3P portal. The construction plans contain detailed specifications for materials, site preparation, utility protection, erosion control, traffic control, and inspection requirements, with reference to Highland City Construction Standards, APWA specifications, UDOT standards, and ASTM guidelines.

The contractor shall be responsible for all construction staking, utility location and protection, dust control, site cleanup, traffic control, and testing of compaction, asphalt, and soils at the contractor's expense. Preconstruction notification must be provided three weeks in advance to Highland City Public Works, with 48-hour notice required to utility companies including Blue Stake, Rocky Mountain Power, CenturyLink, Comcast, and others. Regular work hours are 7 AM to 7 PM Monday through Friday, with weekend and holiday work requiring written approval. The contractor must provide as-built drawings prior to final payment and shall guarantee asphalt restoration per governing entity requirements. Contracts shall be bondable for an amount equal to or greater than the bid amount, with contractors required to be licensed in the state of Utah. Geotechnical considerations including 3.5-foot frost zone depth and helical pier design for boardwalk construction are specified per a geotechnical engineering report made part of the contract documents.

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File	Type	Posted
3-Bid Documents 11252025.pdf	PDF	Nov 19, 2025
2-Mitchell Hollow Trail Special Provisions 100%.pdf	PDF	Nov 19, 2025

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SHEET INDEX

MITCHELL HOLLOW PHASE 1

HIGHLAND CITY

CONSTRUCTION STANDARDS

https://www.highlandut.gov/200/Construction-Standards-Specifics

HIGHLAND PUBLIC WORKS DEPARTMENT

5400 W CIVIC CENTER DRIVE

HIGHLAND, UT 84003

TEL: (801) 772-4515

PARKS DIVISION MANAGER/

PROJECT MANAGER:

ENGINEERING MANAGER:

CHRIS TRUSTY

JOSH CASTLEBERRY

PROJECT

LOCATION

VICINITY MAP SCALE: N.T.S.

CALL BEFORE YOU DIG.

IT'S FREE AND IT'S THE LAW

BLUE STAKES OF UTAH

UTILITY NOTIFICATION CENTER, INC

1-800-662-4111 www.bluestakes.org 811

100% PLANS

OCTOBER 17, 2025

6530 W

C-00 COVER

GN-01 - GN-03

SHEET # SHEET NAME

GENERAL NOTES

HC-01 HORIZONTAL CONTROL

A-01 LEGEND AND ABBREVIATIONS

TYPICAL SECTIONTS-01 - TS-04

REMOVALRM-01 - RM-07

CR-01 CROSS REFERENCE

6450 W

MOUNTAIN VIEW DR

PLAN & PROFILEPP-01 - PP-07

BOARDWALKBW-01 - BW-05

WALL PLAN AND PROFILEWPP-01 - WPP-03

DETAILDT-01 - DT-04

10/17/2025

GN-01 - GN-03 GENERAL NOTES

HC-01 HORIZONTAL CONTROL

A-01 LEGEND AND ABBREVIATIONS

TYPICAL SECTIONTS-01 - TS-04

REMOVALRM-01 - RM-07

CR-01 CROSS REFERENCE

PLAN & PROFILEPP-01 - PP-07

BOARDWALKBW-01 - BW-05

WALL PLAN AND PROFILEWPP-01 - WPP-03

DETAILDT-01 - DT-04

SC-01 SURVEY CONTROL

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SURVEY CONTROL NOTES:

1. THE COORDINATES, BEARINGS AND DISTANCES SHOWN HEREON ARE EXPRESSED IN THE

COORDINATE SYSTEM DEFINED AS FOLLOWS:

HORIZONTAL DATUM = NORTH AMERICAN DATUM OF 1983 (N.A.D. 83) (2011) Epoch 2010.

VERTICAL DATUM = NORTH AMERICAN VERTICAL DATUM OF 1988 (N.A.V.D. 88)

COORDINATE SYSTEM = US STATE PLANE 1983, UTAH CENTRAL ZONE (4302)

GEOID MODEL = GEOID18

UNITS = US SURVEY FOOT

2. THE CONTROL SURVEY WAS PERFORMED IN JULY 2024. ALL SURVEY CONTROL COORDINATES WERE ESTABLISHED USING THE UTAH REFERENCE NETWORK GLOBAL POSITIONING SYSTEM (TURN GPS).

3. CONTROL POINT MARKS ARE SUBJECT TO THE EFFECTS OF SURFACE ACTIVITY AND SEASONAL

MOVEMENTS. MARKS MAY ALSO BE DISTURBED, DAMAGED, OR REMOVED AFTER THE COMPLETION

OF THIS SURVEY. CONTROL POINT POSITIONS SHOULD BE FIELD VERIFIED PRIOR TO SUBSEQUENT

SURVEY ACTIVITIES.

10/22/2025

RUS

DNALANOISSEF

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STATE OF U TAH

MORTS.CYERFFEJ

7027191

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9600 N orth

10400 N orth

900 N orth

1200 East 1200 East

6800 West900 West

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9860 North

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Point 1 Found Southwest Corner of Section 10 Brass Cap

Point 2 Found West Quarter Corner of Section 10 Brass Cap

Not Found Northwest Corner of Section 10

Not Found West Quarter Corner of Section 3

Not Found East Quarter Corner of Section 3

Point 3 Found Northwest Corner of Section 3 Brass Cap

Point 4 Found South Quarter Corner of Section 10 Brass Cap

Point 5 Found South Quarter Corner of Section 3 Brass Cap

Point 6 Found North Quarter Corner of Section 3 Brass Cap

Point 7 Found Southeast Corner of Section 3 Brass Cap

Point 8 Found Northeast Corner of Section 3 Brass Cap

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ABBREVIATIONS

ABBREV. TERM

A GRADE CHANGE

ADAAG

AMERICANS WITH

DISABILITIES ACT

ACCESSIBLE DESIGN

ALUM ALUMINUM

AP ANGLE POINT

APWA AMERICAN PUBLIC

WORKS ASSOCIATION

ASR AQUIFER STORAGE AND

RECOVERY PROJECT

ASSY ASSEMBLY

A.S.T.M AMERICAN SOCIETY FOR

TESTING AND MATERIALS

∠ ANGLE

@ AT (MEASUREMENTS)

BC BEGINNING OF CURVE

BFS BEGIN FULL SUPER

BLDG BUILDING

B.M. BENCH MARK

BNC BEGIN NORMAL CROWN

BNS BEGIN NORMAL

SHOULDER

BOA BEGINNING OF

ALIGNMENT

BP ALIGNMENT BEGINNING

BREAK GRADE BREAK

BSC BITUMINOUS SURFACE

COURSE

BSW BACK OF SIDEWALK

BVC BEGIN VERTICAL CURVE

BVCE BVC ELEVATION

BVCS BVC STATION

BVP PROFILE START

BOW BOTTOM OF WALL

B.W. BOTH WAYS

C CHANNEL (STRUCTURAL)

CB CATCH BASIN

CJ CONTROL JOINT

℄ CENTER LINE

CLR CLEARANCE

CMP CORRUGATED METAL

PIPE

CMU CONCRETE MASONRY

UNIT

CO CLEANOUT

CONC CONCRETE

CONT CONTINUOUS

CPLG COUPLING

CTR CENTER

CU FT CUBIC FEET

CU YD CUBIC YARD

DEG OR ° DEGREE

DET OR

DTL DETAIL

DIA OR Ø DIAMETER

D.I.P. DUCTILE IRON PIPE

DIST DISTRIBUTION

DWG DRAWING

EA EACH

EC END OF CURVE

EFS END FULL SUPER

ELB ELBOW

ELEV OR

ELE ELEVATION

ENC END NORMAL CROWN

ENS END NORMAL SHOULDER

EOA END OF ALIGNMENT

ABBREVIATIONS

ABBREV. TERM

EP ALIGNMENT END

EVP PROFILE END

E.W. EACH WAY

EXIST EXISTING

EVC END VERTICAL CURVE

EVCE EVC ELEVATION

EVCS EVC STATION

EX EXISTING

FF FINISH FLOOR

FG FINISH GRADE

FH FIRE HYDRANT

FL FLOW LINE

FLG FLANGE

FS FINISH SURFACE

FT OR ' FEET

FTG FOOTING

FSW FRONT OF SIDEWALK

FWK CONCRETE FLATWORK

GALV GALVANIZED

GB GRADE BREAK

GPM GALLONS PER MINUTE

GV GATE VALVE

HMA HOT MIX ASPHALT

HORIZ HORIZONTAL

HP HIGH POINT

ID INSIDE DIAMETER

IE INVERT ELEVATION

IN. OR " INCH

INV. INVERT

K CURVE COEFFICIENT

KSI KIPS PER SQUARE INCH

LT LEFT

LB LINE BEGINNING

LB OR # POUND

LC LEVEL CROWN

LE LINE END

LF LINEAL FEET

LN LINEAL

LP LOW POINT

LSM LOW SHOULDER MATCH

MAN MANUAL

MAX MAXIMUM

MIN MINIMUM

MUTCD

MANUAL ON UNIFORM

TRAFFIC CONTROL

DEVICES

NO. OR # NUMBER

NTS NOT TO SCALE

O.C. ON CENTER

PC POINT OF CURVATURE

PCC POINT OF COMPOUND

CURVATURE

PE POLYETHYLENE

PGL PROFILE GRADE LINE

PI TANGENT-TANGENT

INTERSECT

PL OR ⅊ PLATE OR PROPERTY LINE

PRC POINT OF REVERSE

CURVATURE

PT END OF CURVE

PVC POLYVINYL-CHLORIDE

PVI POINT OF VERTICAL

INTERSECTION

ABBREVIATIONS

ABBREV. TERM

R RADIUS

R&R REMOVE & REPLACE

RC REVERSE CROWN

RCP REINFORCED CONCRETE

PIPE

REM REMOVE

REQ OR

REQ'D REQUIRED

REV REVISION

R/W RIGHT-OF-WAY

RT RIGHT

S SLOPE

SBO SHOULDER BREAKOVER

SCH SCHEDULE

SDCB STORM DRAIN CATCH

BASIN

SDMH STORM DRAIN MANHOLE

SF SQUARE FEET

SPI REVERSE SPIRAL

INTERSECT

SPEC SPECIFICATION

SS_LRB SIMPLE SPIRAL LARGE

RADIUS AT BEGINNING

SS_LRE SIMPLE SPIRAL LARGE

RADIUS AT END

SS_SRB SIMPLE SPIRAL SMALL

RADIUS AT BEGINNING

SS_SRE SIMPLE SPIRAL SMALL

RADIUS AT END

ST SPIRAL-TANGENT

INTERSECT

STA STATION

STD STANDARD

STL STEEL

ST STL STAINLESS STEEL

SS SPIRAL-SPIRAL INTERSECT

TBC TOP BACK OF CURB

TC TOP OF CONCRETE

TFC TOP FACE OF CONCRETE

TOB TOP OF BANK

TOC TOP OF CONCRETE

TOF TOP OF FOOTING

TOP TOP OF PIPE

TOW TOP OF WALL

TANGENT-SPIRAL

INTERSECT

TYPICAL SECTION

TYP TYPICAL

VCC VERTICAL COMPOUND

CURVE

VCCE VCC ELEVATION

VCCS VCC STATION

VRC VERTICAL REVERSE

CURVE

VRCE VRC ELEVATION

VRCS VRC STATION

W WALL

WWF WELDED WIRE FABRIC

W/ WITH

W/O WITHOUT

W/REQ'D WHERE REQUIRED

SDsd

DESCRIPTION

SANITARY SEWER SSss

IRRirr g G

OHP

OHT

F/O

CTV

ohp up oht ut f/o ctv

PROPERTY LINE

EXIST. PROP.

LINE LEGEND

dl DL

PROPERTY LINE (OPTIONAL)

R/Wr/w

T/E

P/E t/e p/e tob toe

TOB

TOE

STORM DRAIN

WATER

IRRIGATION

NATURAL GAS

OVERHEAD POWER

UNDERGROUND POWER

OVERHEAD TELEPHONE

UNDERGROUND TELEPHONE

FIBER OPTIC

CABLE TELEVISION

DITCH

MAJOR CONTOUR

MINOR CONTOUR

FENCE

ROAD SHOULDER

ROAD CENTERLINE

ROAD GRAVEL

CURB AND GUTTER

ROAD ASPHALT

DRAIN LINE

RIGHT OF WAY

TEMPORARY EASEMENT

PERMANENT EASEMENT

TOP OF BANK

TOE OF SLOPE

ROAD DIRT

EXIST. PROP.DESCRIPTION

SANITARY SEWER

STORM DRAIN

EXIST. PROP.DESCRIPTION

COMMUNICATION

C A T V

SYMBOL LEGEND

NATURAL GAS

IRRIGATION

DOMESTIC WATER

ELECTRIC

SITE

SS MANHOLE

SD CLEAN OUT BOX

CATCH BASIN

CLEANOUT

STORM DRAIN MANHOLE

TELE. MANHOLE

TELE. POLE

TELE. PEDESTAL

COMM. PEDESTAL

CABLE TV

SS VALVE

SS METER

GAS VALVE

GAS METER

IRRIGATION VALVE BOX

IRRIGATION VALVE

SPRINKLER

WATER MANHOLE

ELEC. MANHOLE

JUNCTION BOX

STREET LIGHT

ELEC. METER

ELEC. TRANS.

WATER METER

WATER VALVE

FIRE HYDRANT

SPIGOT

TRAFFIC SIGNAL POLE

POWER STUB

GAS MANHOLE

IRRIGATION GATE

WELL

WELL (MONITORING)

TREE (SHRUB)

TREE

SIGN

SCHOOL SIGN

PEDESTRIAN SIGNAL

TEST HOLE

SPOT ELEVATION

MAIL BOX

GATE

FLAGPOLE

BOLLARD

BOULDER

DRINKING FOUNTAIN

SEWER STUB

FLARE END

YARD HYDRANT

GUY WIRE

STREET LIGHT WITH ARM

SURVEY

CAP

CTRL PT

C A T V

G M

UNDERGROUND CABLE

PEpePROPERTY EASEMENT

TCEtceT.C.E.

EOAeoaEDGE OF ASPHALT

CUTcutCUT

FILLfillFILL

JBI

WM WM

uc UC

UTILITY POLE

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THE CONTRACTOR SHALL CAREFULLY READ ALL THE NOTES AND SPECIFICATIONS.

THE CONTRACTOR SHALL BE SATISFIED AS TO THE TRUE MEANING AND INTENTION

AND SHALL BE RESPONSIBLE FOR COMPLYING WITH EACH.

1. GENERAL NOTES

1.1. ALL UTILITY LOCATIONS ARE APPROXIMATE. CONTRACTOR SHALL BE

RESPONSIBLE FOR NOTIFYING BLUE STAKE FOR LOCATION OF ALL UTILITIES.

1-800-662-4111.

1.2. CONTRACTOR SHALL PROTECT ALL EXISTING UTILITIES DURING

CONSTRUCTION AND ENSURE THEY REMAIN IN PLACE AND OPERATIONAL.

UNLESS OTHERWISE SPECIFIED.

1.3. RESTORE OR PRESERVE ALL EXISTING FENCES, ROADS, AND DITCHES

UNLESS OTHERWISE SPECIFIED.

1.4. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AS-BUILT DRAWINGS,

ONE HARD COPY AND ONE CD WITH CAD FILES, PRIOR TO FINAL PAYMENT.

1.5. SAFE CONSTRUCTION PROCEDURES AND WORKING CLEARANCES SHALL BE

MAINTAINED AT ALL TIMES.

1.6. IF THERE IS A CONFLICT BETWEEN THE PLANS AND SPECIFICATIONS, THE

SPECIFICATIONS SHALL PREVAIL.

1.7. THESE NOTES SHALL BE DEEMED AN ADDENDUM TO THE AMERICAN

PUBLIC WORKS ASSOCIATION (APWA) MANUAL STANDARD SPECIFICATIONS.

HIGHLAND CITY FOLLOWS THE MOST CURRENT APWA SPECIFICATIONS AND

STANDARD PLANS (AVAILABLE AT WWW.APWAUTAH.ORG).

1.8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAFETY REQUIREMENTS

ON THE JOB SITE AND WILL ENSURE ENFORCEMENT OF THE NECESSARY

AND GOVERNING REGULATIONS.

1.9. ALL CONSTRUCTION DEBRIS SHALL BE REMOVED (IE NO CONCRETE).

2. PRECONSTRUCTION

2.1. THE CONTRACTOR SHALL NOTIFY THE HIGHLAND CITY PUBLIC WORKS

DEPARTMENT (801-772-4515) A MINIMUM OF THREE (3) WEEKS BEFORE

BEGINNING WORK.

2.2. THE CONTRACTOR SHALL BE RESPONSIBLE TO NOTIFY ALL APPROPRIATE

GOVERNMENT AND PRIVATE ENTITIES ASSOCIATED WITH THE PROJECT. THE

FOLLOWING MUST BE CONTACTED 48-HOURS PRIOR TO CONSTRUCTION AS

APPLICABLE TO THE PROJECT:

HIGHLAND CITY PUBLIC WORKS 801-772-4515

BLUE STAKES 811

ROCKY MOUNTAIN POWER 800-469-3981

CENTURY LINK 801-356-6975

COMCAST 435-224-2356

CENTRACOM INTERACTIVE 435-427-3331

ENBRIDGE UTAH 801-324-3970

CENTRAL UT WTR CONSERVANCY DISTRICT 801-226-7193

CENTURYLINK LOCAL NETWORK 801-974-8181

MCI/VERIZON BUSINESS 469-886-4238

UTAH COUNTY 801-851-8665

VERACITY NETWORKS 801-362-0020

2.3. PRIOR TO THE START OF CONSTRUCTION, THE CONTRACTOR SHALL

SCHEDULE A PRE-CONSTRUCTION MEETING WITH HIGHLAND CITY,

REPRESENTATIVES OF THE CONSULTANT CONSTRUCTION MANAGEMENT

TEAM, REPRESENTATIVES OF THE CONTRACTORS AND OTHER AFFECTED

AGENCIES.

3. SCHEDULE

3.1. PRIOR TO CONSTRUCTION THE CONTRACTOR WILL UPDATE HIGHLAND CITY

PUBLIC WORKS AND CONSOR NORTH AMERICA INC. AS CHANGES OCCUR IN

ACCORDANCE WITH THE SPECIFICATIONS.

3.2. REGULAR WORK HOURS ARE SEVEN (7) A.M. UNTIL SEVEN (7) P.M. OR DUSK

(WHICHEVER OCCURS FIRST) OF THE SAME DAY, MONDAY THROUGH FRIDAY.

THE CONTRACTOR WILL NOT PERMIT OVERTIME WORK OUTSIDE OF

REGULAR WORKING HOURS OR THE PERFORMANCE OF WORK ON

SATURDAY, SUNDAY OR ANY LEGAL HOLIDAY WITHOUT RECEIVING WRITTEN

CONSENT FROM THE PUBLIC WORKS DIRECTOR. REQUESTS FOR WEEKEND

WORK APPROVAL MUST BE SUBMITTED, IN WRITING TO HIGHLAND CITY NO

LATER THAN WEDNESDAY AT 3:30 P.M. FOR SUBSEQUENT WEEKEND.

REQUESTS FOR HOLIDAY WORK APPROVAL MUST BE SUBMITTED, IN WRITING

TO HIGHLAND CITY NO LATER THAN 7:00 A.M. - 2 BUSINESS DAYS PRIOR TO

THE HOLIDAY.

3.3. 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.

4. GENERAL NOTES

4.1. ALL WORK SHALL BE PERFORMED PER HIGHLAND CITY SPECIFICATIONS AND

STANDARDS. IN THE EVENT THAT THE MUNICIPALITIES DO NOT OFFER

SPECIFICATIONS FOR THE WORK, THE LATEST APWA STANDARDS SHALL

APPLY. AS REQUIRED IN THE PLANS MEET UDOT STANDARD SPECIFICATIONS

AND STANDARD DRAWINGS.

4.2. WHERE THE PLANS OR SPECIFICATIONS DESCRIBE PORTIONS OF THE WORK

IN GENERAL TERMS BUT NOT COMPLETE DETAIL, IT IS UNDERSTOOD THAT

ONLY THE BEST GENERAL PRACTICE IS TO PREVAIL AND THAT ONLY

MATERIALS AND WORKMANSHIP OF THE BEST QUALITY ARE TO BE USED.

4.3. IT IS INTENDED THAT THESE PLANS AND SPECIFICATIONS REQUIRE ALL

LABOR AND MATERIALS NECESSARY AND PROPER FOR THE WORK

CONTEMPLATED AND THAT THE WORK BE COMPLETED IN ACCORDANCE

WITH THEIR TRUE INTENT AND PURPOSE. THE CONTRACTOR SHALL NOTIFY

THE ENGINEER IMMEDIATELY REGARDING ANY DISCREPANCIES OR

AMBIGUITIES WHICH MAY EXIST IN THE PLANS OR SPECIFICATIONS. THE

ENGINEER'S INTERPRETATION THEREOF SHALL BE CONCLUSIVE.

4.4. THE CONTRACTOR SHALL BE SKILLED AND REGULARLY ENGAGED IN THE

GENERAL CLASS AND TYPE OF WORK CALLED FOR IN THE PROJECT PLANS

AND SPECIFICATIONS. THEREFORE, THE OWNER IS RELYING UPON THE

EXPERIENCE AND EXPERTISE OF THE CONTRACTOR. IT SHALL BE EXPECTED

THAT PRICES PROVIDED WITHIN THE CONTRACT DOCUMENTS SHALL

INCLUDE ALL LABOR AND MATERIALS NECESSARY AND PROPER FOR THE

WORK CONTEMPLATED. THE CONTRACTOR SHALL BE COMPETENT,

KNOWLEDGEABLE AND HAVE SPECIAL SKILLS ON THE NATURE, EXTENT AND

INHERENT CONDITIONS OF THE WORK TO BE PERFORMED. CONTRACTOR

SHALL ALSO ACKNOWLEDGE THAT THERE ARE CERTAIN PECULIAR AND

INHERENT CONDITIONS EXISTENT IN THE CONSTRUCTION OF THE

PARTICULAR FACILITIES, WHICH MAY CREATE, DURING THE CONSTRUCTION

PROGRAM, UNUSUAL OR PECULIAR UNSAFE CONDITIONS HAZARDOUS TO

PERSONS, PROPERTY AND THE ENVIRONMENT. CONTRACTOR SHALL BE

AWARE OF SUCH PECULIAR RISKS AND HAVE THE SKILL AND EXPERIENCE TO

FORESEE AND TO ADOPT PROTECTIVE MEASURES TO ADEQUATELY AND

SAFELY PERFORM THE CONSTRUCTION WORK WITH RESPECT TO SUCH

HAZARDS.

4.5. THE CONTRACTOR SHALL, AT THE TIME OF BIDDING, AND, THROUGHOUT THE

PERIOD OF THE CONTRACT, BE LICENSED IN THE STATE OF UTAH AND SHALL

BE BONDABLE FOR AN AMOUNT EQUAL TO OR GREATER THAN THE AMOUNT

BID AND TO DO THE TYPE OF WORK CONTEMPLATED IN THE PLANS AND

SPECIFICATIONS.

4.6. CONTRACTOR SHALL INSPECT THE SITE OF THE WORK PRIOR TO BIDDING TO

SATISFY THEMSELVES BY PERSONAL EXAMINATION OR BY SUCH OTHER

MEANS AS THEY MAY PREFER, OF THE LOCATION OF THE PROPOSED WORK,

AND OF THE ACTUAL CONDITIONS OF AND AT THE SITE OF WORK. IF, DURING

THE COURSE OF THEIR EXAMINATION, A BIDDER FINDS FACTS OR

CONDITIONS WHICH APPEAR TO THEM TO BE IN CONFLICT WITH THE LETTER

OR SPIRIT OF THE PROJECT PLANS AND SPECIFICATIONS, THEY SHALL

CONTACT THE ENGINEER FOR ADDITIONAL INFORMATION AND EXPLANATION

BEFORE SUBMITTING THEIR BID. AWARDING THE CONTRACT TO THE

CONTRACTOR AND THE CONTRACTOR SIGNING SAID CONTRACT SHALL

CONSTITUTE ACKNOWLEDGEMENT THAT THE CONTRACTOR RELIED AND ARE

RELYING ON THEIR OWN EXAMINATION OF (1) THE SITE OF THE WORK, (2)

ACCESS TO THE SITE, AND (3) ALL OTHER DATA AND MATTERS REQUISITE TO

THE FULFILLMENT OF THE WORK AND ON THEIR OWN KNOWLEDGE OF

EXISTING FACILITIES ON AND IN THE VICINITY OF THE SITE OF THE WORK TO

BE CONSTRUCTED UNDER THIS CONTRACT. THE INFORMATION PROVIDED BY

THE OWNER OR THE ENGINEER IS NOT INTENDED TO BE A SUBSTITUTE FOR,

OR A SUPPLEMENT TO THE INDEPENDENT VERIFICATION BY THE

CONTRACTOR TO THE EXTENT SUCH INDEPENDENT INVESTIGATION OF SITE

CONDITIONS IS DEEMED NECESSARY OR DESIRABLE BY THE CONTRACTOR.

THE CONTRACTOR SHALL ACKNOWLEDGE THAT THEY HAVE NOT RELIED

SOLELY UPON OWNER OR ENGINEER FURNISHED INFORMATION REGARDING

SITE CONDITIONS IN PREPARING AND SUBMITTING THEIR BID.

4.7. THE CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE ALL WATER, POWER,

SANITARY FACILITIES AND TELEPHONE SERVICES AS REQUIRED FOR THE

CONTRACTOR'S USE DURING CONSTRUCTION.

4.8. THE CONTRACTOR SHALL BE HELD RESPONSIBLE FOR ANY FIELD CHANGES

MADE WITHOUT PRIOR WRITTEN AUTHORIZATION FROM THE OWNER,

ENGINEER, AND/OR ANY REGULATORY AGENCY.

4.9. THE CONTRACTOR SHALL MAINTAIN A NEATLY MARKED SET OF FULL -SIZE

AS-BUILT RECORD DRAWINGS SHOWING THE FINAL LOCATION AND LAYOUT

OF ALL ROADWAYS, PIPING AND CONDUITS, STRUCTURES AND OTHER

FACILITIES. AS-BUILT RECORD DRAWINGS ARE TO BE SUBMITTED BY THE

CONTRACTOR PRIOR TO SUBSTANTIAL COMPLETION AND HIGHLAND CITY

ACCEPTANCE OF THE CONSTRUCTION.

4.10. WORK IN EASEMENT AND/OR RIGHTS-OF-WAY SHALL BE SUBJECT TO THE

APPROVAL AND ACCEPTANCE OF THE REGULATORY AGENCY RESPONSIBLE

FOR OPERATION AND/OR MAINTENANCE OF SAID EASEMENT AND/OR

RIGHTS-OF-WAY.

4.11. ALL CONSTRUCTION WILL CONFORM TO THE MOST CURRENT APWA MANUAL

OF STANDARD PLANS AND SPECIFICATIONS AND AASHTO, ASTM, AWWA, AND

MUTCD STANDARDS, HIGHLAND CITY STANDARDS AND SPECIFICATIONS.

WHERE CONFLICTS ARISE, THE MOST STRINGENT CODE WILL APPLY.

4.12. CONTRACTOR SHALL ATTEND ALL PRECONSTRUCTION, CONSTRUCTION

CONFERENCES AND WEEKLY MEETINGS.

5. PUBLIC INVOLVEMENT

5.1. HIGHLAND CITY WILL PROVIDE THE CONTRACTOR ANY PERMITS TO ENTER

AND CONSTRUCT AS NECESSARY TO PERFORM THE WORK AS DOCUMENTED

IN THE PLANS. THE CONTRACTOR WILL BE RESPONSIBLE FOR ACQUIRING

ANY ADDITIONAL PERMITS MADE NECESSARY BY ANY CHANGES TO THE

PLANS AFTER CONSTRUCTION BEGINS.

5.2. PRIOR TO BEGINNING THE WORK, THE CONTRACTOR SHALL OBTAIN ANY/ALL

WRITTEN AGREEMENTS FOR INGRESS AND EGRESS TO THE WORK SITE

FROM ADJACENT PRIVATE PROPERTY OWNERS. A COPY OF ALL

AGREEMENTS SHALL BE PROVIDED TO HIGHLAND CITY. ACCESS TO ANY

ADJACENT PRIVATE PROPERTY SHALL BE MAINTAINED THROUGHOUT THE

CONSTRUCTION PERIOD.

5.3. PUBLIC NOTICE TO PROJECTS IN THE PUBLIC WAY- FOR APPROVED

PROJECTS THE CONTRACTOR IS RESPONSIBLE TO PROVIDE AND DISTRIBUTE

WRITTEN NOTICE TO ALL RESIDENTS LOCATED WITHIN THE PROJECT AREA

AT LEAST 72-HOURS PRIOR TO CONSTRUCTION. WORK TO BE CONDUCTED

WITHIN COMMERCIAL OR INDUSTRIAL AREAS MAY REQUIRE A LONGER

NOTIFICATION PERIOD AND ADDITIONAL CONTRACTOR COORDINATION WITH

PROPERTY OWNERS. THE WRITTEN NOTICE IS TO BE APPROVED BY

HIGHLAND CITY PRIOR TO DISTRIBUTION.

6. PLANS

6.1. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING QUANTITIES OF ALL

MATERIALS FOR BIDDING AND INSTALLATION PURPOSES. IF DISCREPANCIES

EXIST, THE PLAN SHALL DICTATE QUANTITIES TO BE USED.

6.2. IN CASE OF DISCREPANCY BETWEEN SCALED AND FIGURED DIMENSIONS,

FIGURED DIMENSIONS SHALL GOVERN.

6.3. IF FOR ANY REASON PROPOSED FACILITIES CANNOT BE CONSTRUCTED IN

ACCORDANCE WITH APPROVED PLANS, CONTRACTOR SHALL IMMEDIATELY

INFORM CONSTRUCTION INSPECTOR AND SHALL NOT BEGIN OR CONTINUE

WORK ON THOSE ITEMS. IF THE CONSTRUCTION MANAGEMENT TEAM

DETERMINES PLAN REVISIONS ARE NECESSARY, NO WORK SHALL BE

PERFORMED ON THE ITEM(S) IN QUESTION UNTIL REVISED PLANS ISSUED BY

THE DESIGN ENGINEER ARE APPROVED AND ISSUED FOR CONSTRUCTION BY

HIGHLAND CITY PUBLIC WORKS.

6.4. FAILURE OF PLANS OR SPECIFICATIONS TO MENTION SPECIFICALLY THE

PROVISION OF ANY ITEM(S), OR PERFORMANCE OF ANY WORK OR

PROCEDURE WHICH WOULD NORMALLY BE REQUIRED TO COMPLETE THE

PROJECT, SHALL NOT RELIEVE THE CONTRACTOR OF HIS RESPONSIBILITY TO

PROVIDE SUCH ITEM(S) OR TO PERFORM SUCH WORK OR PROCEDURE.

7. CONSTRUCTION LIMITS

7.1. PROJECT LIMITS - THE CONTRACTOR SHALL BE REQUIRED TO KEEP ALL

CONSTRUCTION ACTIVITIES WITHIN THE APPROVED PROJECT LIMITS. THIS

INCLUDES, BUT IS NOT LIMITED TO, VEHICLE AND EQUIPMENT STAGING,

MATERIAL STORAGE AND LIMITS OF TRENCH EXCAVATION. IT IS THE

CONTRACTORS RESPONSIBILITY TO OBTAIN PERMISSION AND/OR

EASEMENTS FROM THE APPROPRIATE GOVERNING ENTITY AND/OR

INDIVIDUAL PROPERTY OWNER(S) FOR WORK OR STAGING OUTSIDE OF THE

PROJECT LIMITS.

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8. CONSTRUCTION SITE

8.1. THE CONTRACTOR SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR

JOBSITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS

PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS

REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL

WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY

AND HOLD THE OWNER AND ENGINEER HARMLESS FROM ANY AND ALL

LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF

WORK ON THIS PROJECT.

8.2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL ASPECTS OF SAFETY OF

THE PROJECT AND SHALL COMPLY WITH ALL PUBLIC SAFETY, STATE, COUNTY,

CITY AND OSHA STANDARDS.

8.3. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO

LOCAL AND FEDERAL CODES GOVERNING SHORING AND BRACING OF

EXCAVATIONS AND TRENCHES, AND FOR THE PROTECTION OF WORKERS.

8.4. DUST CONTROL SHALL BE PROVIDED AT ALL TIMES, AT THE CONTRACTORS

EXPENSE, TO MINIMIZE ANY DUST NUISANCE AND SHALL BE IN ACCORDANCE

WITH APWA SPECIFICATION 01 57 00. WATER FOR DUST CONTROL SHALL BE

DRAWN FROM AN APPROVED HIGHLAND CITY METERED FIRE HYDRANT.

8.5. THE CONTRACTOR AGREES THAT

A. THEY SHALL BE RESPONSIBLE TO CLEAN THE JOB SITE AT THE END OF

EACH PHASE OF WORK.

B. THEY SHALL BE RESPONSIBLE TO REMOVE AND DISPOSE OF ALL

TRASH, SCRAP AND UNUSED MATERIAL AT THEIR OWN EXPENSE IN A

TIMELY MANNER.

C. THEY SHALL BE RESPONSIBLE TO MAINTAIN THE SITE IN A NEAT, SAFE

AND ORDERLY MANNER AT ALL TIMES.

D. THEY SHALL BE RESPONSIBLE TO KEEP MATERIALS, EQUIPMENT, AND

TRASH OUT OF THE WAY OF OTHER CONTRACTORS SO AS NOT TO

DELAY THE JOB. FAILURE TO DO SO WILL RESULT IN A DEDUCTION FOR

THE COST OF CLEAN UP FROM THE FINAL PAYMENT.

E. THEY SHALL BE RESPONSIBLE FOR THEIR OWN SAFETY, TRAFFIC

CONTROL, PERMITS, RETESTING AND REINSPECTIONS AT THEIR OWN

EXPENSE.

F. UNLESS OTHERWISE NOTED, ALL EXCESS SOILS AND MATERIALS SHALL

BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE

LAWFULLY DISPOSED OF OFF SITE AT THE CONTRACTOR'S EXPENSE.

OWNER MAY DESIGNATE A LOCATION ADJACENT TO WORK FOR

STOCKPILING OF EXCESS SOILS.

G. THE CONTRACTOR SHALL IMMEDIATELY REMOVE ANY CONSTRUCTION

DEBRIS OR MUD TRACKED ONTO EXISTING ROADWAYS.

H. THE CONTRACTOR SHALL REPAIR ANY EXCAVATION OR PAVEMENT

FAILURES CAUSED BY HIS CONSTRUCTION.

9. CONSTRUCTION STAKING

9.1. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL CONSTRUCTION STAKING.

CENTERLINE OF TRAIL TO BE APPROVED BY HIGHLAND CITY AND ENGINEER.

9.2. SURVEY CONTROL - CONTRACTOR SHALL PROVIDE A REGISTERED LAND

SURVEYOR OR PERSONS UNDER SUPERVISION OF A REGISTERED LAND

SURVEYOR TO SET STAKES FOR ALIGNMENT AND GRADE OF EACH MAIN

AND/OR FACILITY AS APPROVED. THE STAKES SHALL BE MARKED WITH THE

HORIZONTAL LOCATION (STATION) AND VERTICAL LOCATION (GRADE).

9.3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR FURNISHING, MAINTAINING,

OR RESTORING ALL MONUMENTS AND REFERENCE MARKS WITHIN THE

PROJECT SITE. DEPENDING ON THE LOCATION OF THE PROJECT; CONTACT

THE COUNTY SURVEYOR FOR SECTION CORNER MONUMENTS AND HIGHLAND

CITY FOR CITY MONUMENTS AND CONSTRUCTION REQUIREMENTS.

10. CONSTRUCTION STAGING

10.1. CONTACT HIGHLAND CITY PROJECT MANAGER FOR CITY APPROVED

CONSTRUCTION STAGING AREAS.

10.2. CONSTRUCTION VEHICLES SHALL USE TRUCK ROUTES DESIGNATED BY

HIGHLAND CITY.

10.3. CONSTRUCTION VEHICLES, CONTRACTOR OR PRIVATE, OR CONSTRUCTION

MATERIALS OR EQUIPMENT SHALL NOT BE PARKED, PLACED, OR STORED

WITHIN ANY PUBLIC RIGHT-OF-WAY THAT DOES NOT HAVE THE APPROPRIATE

TRAFFIC CONTROL PER THE MUTCD.

11. MAINTENANCE OF TRAFFIC

11.1. FOR ALL WORK WITHIN PUBLIC RIGHTS-OF-WAYS OR EASEMENTS, THE

CONTRACTOR SHALL PRESERVE THE INTEGRITY AND LOCATION OF ANY AND

ALL PUBLIC UTILITIES AND PROVIDE THE NECESSARY CONSTRUCTION TRAFFIC

CONTROL. CONTRACTOR SHALL, THROUGH THE ENCROACHMENT PERMIT

PROCESS, VERIFY WITH THE NECESSARY REGULATORY AGENCIES, THE NEED

FOR ANY TRAFFIC ROUTING PLAN. IF PLAN IS REQUIRED, CONTRACTOR SHALL

PROVIDE PLAN AND RECEIVE PROPER APPROVALS PRIOR TO BEGINNING

CONSTRUCTION.

11.2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL TRAFFIC CONTROL

DURING CONSTRUCTION. ALL TRAFFIC CONTROLS SHALL CONFORM TO

HIGHLAND CITY'S STANDARDS AND SPECIFICATIONS AND THE MANUAL ON

UNIFORM TRAFFIC CONTROL DEVICES, (MUTCD) LATEST EDITION. A PLAN

SHALL BE SUBMITTED TO HIGHLAND CITY FOR REVIEW AND ACCEPTANCE TWO

WEEKS PRIOR TO CONSTRUCTION.

11.3. CONTRACTOR SHALL IMMEDIATELY REMOVE AND REPLACE DEVICES WHICH

ARE DAMAGED, DO NOT FUNCTION PROPERLY, OR ARE DETERMINED BY

CONSTRUCTION INSPECTOR TO BE UNSUITABLE FOR THEIR PURPOSE.

TRAFFIC CONTROL DEVICES MAY BE REMOVED ONLY UPON APPROVAL OF

CONSTRUCTION INSPECTOR.

11.4. THE CONTRACTOR SHALL PROVIDE ALL LIGHTS, BARRICADES, SIGNS,

FLAGMEN OR OTHER DEVICES NECESSARY FOR PUBLIC SAFETY.

11.5. BEFORE ANY WORK IS STARTED IN THE RIGHT-OF-WAY, THE CONTRACTOR

SHALL INSTALL ALL ADVANCE WARNING SIGNS FOR THE CONSTRUCTION

ZONE.

11.6. IF THE IMPROVEMENTS NECESSITATE THE OBLITERATION, TEMPORARY

OBSTRUCTION, TEMPORARY REMOVAL, OR RELOCATION OF ANY EXISTING

TRAFFIC PAVEMENT MARKING, SUCH PAVEMENT MARKING SHALL BE

RESTORED OR REPLACED WITH LIKE MATERIALS TO THE SATISFACTION OF

THE CITY ENGINEER OR DESIGNEE.

11.7. HIGHLAND CITY MUST APPROVE ALL PROJECT HAUL ROUTES.

12. MATERIAL

12.1. ALL MATERIALS SHALL BE IN ACCORDANCE WITH THESE CONTRACT

DOCUMENTS AND THE MOST RECENT EDITIONS OF THE FOLLOWING:

A. HIGHLAND CITY STANDARD SPECIFICATION AND DRAWINGS

B. APWA MANUAL OF STANDARD PLANS AND SPECIFICATIONS

12.2. THE CONTRACTOR SHALL BE REQUIRED TO ADHERE TO ALL OF THE

ABOVE-MENTIONED DOCUMENTS UNLESS OTHERWISE NOTED AND

APPROVED IN WRITING BY THE HIGHLAND CITY DIRECTOR OF PUBLIC WORKS.

12.3. ASPHALT GUARANTEE - THE CONTRACTOR SHALL REMOVE, DISPOSE OF,

FURNISH AND PLACE PERMANENT ASPHALT PER UDOT AND CITY

STANDARDS AS APPLICABLE TO THE PROJECT. THE CONTRACTOR SHALL

GUARANTEE THE ASPHALT RESTORATION FOR A PERIOD AS REQUIRED BY THE

GOVERNING ENTITY.

12.4. TEMPORARY ASPHALT - IF THE CONTRACTOR CHOOSES TO WORK WITHIN THE

PUBLIC WAY WHEN HOT MIX ASPHALT IS NOT AVAILABLE, THE CONTRACTOR

MUST OBTAIN APPROVAL FROM THE APPROPRIATE GOVERNING ENTITY PRIOR

TO INSTALLING TEMPORARY ASPHALT SURFACING MATERIAL. WITHIN

HIGHLAND CITY, WHEN PERMANENT ASPHALT BECOMES AVAILABLE, THE

CONTRACTOR SHALL REMOVE THE TEMPORARY ASPHALT, FURNISH AND

INSTALL THE PERMANENT ASPHALT. THE CONTRACTOR SHALL GUARANTEE

THE ASPHALT RESTORATION FOR A PERIOD AS REQUIRED BY THE GOVERNING

ENTITY FROM THE DATE OF COMPLETION.

12.5. CONSTRUCT EARTH FILLS FOR ROADS, EMBANKMENTS, AND STRUCTURES IN

ACCORDANCE WITH APWA STANDARD SPECIFICATIONS.

12.6. CONTRACTOR IS RESPONSIBLE FOR PROVIDING SOIL, BASE AGGREGATE AND

HOT MIX ASPHALT COMPACTION TESTING. A CERTIFIED TECHNICIAN MUST BE

ONSITE AT ALL TIMES DURING FILL OPERATIONS. COPIES OF SOIL

COMPACTION TEST RESULTS MUST BE PROVIDED TO, AND APPROVED BY, THE

CONSTRUCTION INSPECTOR PRIOR TO PLACEMENT OF CURBS AND/OR BASE

AGGREGATE. COPIES OF BASE AGGREGATE COMPACTION TEST RESULTS

MUST BE PROVIDED TO, AND APPROVED BY, THE CONSTRUCTION INSPECTOR

PRIOR TO PLACEMENT OF BASE HOT MIX ASPHALT.

12.7. WHERE DITCH OR WATERWAY STABILIZATION MATTING OF ANY TYPE IS

SPECIFIED, INSTALLATION SHALL BE IN ACCORDANCE WITH MANUFACTURER'S

RECOMMENDATIONS. MATTING SHALL BE PLACED ON BOTTOM AND SIDE

SLOPES TO PROVIDE EITHER 1.0' STABILIZED DEPTH, UNLESS OTHERWISE

INDICATED ON PLANS.

12.8. ONCE BEGUN, ROAD CONSTRUCTION SHALL BE CONTINUED UNTIL FULL DEPTH

OF AGGREGATE BASE AND PAVING AS SHOWN ON THE TYPICAL SECTION ARE

PLACED, INCLUDING THE FINISHED SURFACE COURSE. AGGREGATE BASE

COURSE AND HOT MIX ASPHALT BASE COURSE SHALL NOT REMAIN

UNCOVERED FOR MORE THAN (5) FIVE WORKING DAYS.

12.9. OFF-SITE BORROW MATERIAL TO BE IMPORTED FOR EMBANKMENT

CONSTRUCTION AND SUPPORT OF PAVEMENT IS TO MEET THE MINIMUM

SUBGRADE SOIL SPECIFICATIONS IN THE HIGHLAND CITY PUBLIC WORKS

STANDARD SPECIFICATIONS AND DRAWINGS. CBR TESTING OF OFF-SITE

BORROW MATERIAL SHALL BE COMPLETED AND THE TEST RESULTS

SUBMITTED TO AND APPROVED BY HIGHLAND CITY PRIOR TO DELIVERY OF

THE MATERIAL. THE PAVING DESIGN SECTIONS SHOWN ON THE APPROVED

PLANS SHALL BE REVIEWED AND EVALUATED USING THE CBR TESTING

RESULTS OF THE BORROW MATERIAL. ANY CHANGES TO THE PAVEMENT

DESIGN SECTIONS BASED ON THE CBR TEST RESULTS SHALL BE

INCORPORATED THROUGH THE RED-LINE REVISION PROCESS.

12.10. ALL BACKFILL SHALL CONFORM TO APWA, HIGHLAND CITY STANDARD PLANS

AND SPECIFICATIONS.

12.11. ALL MATERIALS AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH

HIGHLAND CITY AND APWA STANDARDS AND SPECIFICATIONS. IN INSTANCES

OF A CONFLICT IN STANDARDS, THE CORRESPONDING MUNICIPALITY

STANDARDS GOVERN.

12.12. ALL ROADWAY MATERIALS SHALL BE COMPACTED AS PER THE GEOTECHNICAL

REPORT.

12.13. ASPHALT AND SOIL TESTING - THE CONTRACTOR SHALL PROVIDE MARSHALL

AND PROCTOR TEST DATA 24-HOURS PRIOR TO USE. CONTRACTOR IS TO

PROVIDE COMPACTION AND DENSITY TESTING AS REQUIRED BY HIGHLAND

CITY PUBLIC WORKS OR OTHER GOVERNING ENTITY. TRENCH BACKFILL

MATERIAL AND COMPACTION TESTS ARE TO BE TAKEN PER APWA STANDARD

SPECIFICATIONS, SECTION 33 05 20 - BACKFILLING TRENCHES, OR AS

REQUIRED BY THE HIGHLAND CITY PROJECT ENGINEER IF NATIVE MATERIALS

ARE USED. NO NATIVE MATERIALS ARE ALLOWED WITHIN THE PIPE ZONE. THE

MAXIMUM LIFTS FOR BACKFILLING EXCAVATIONS IS 8-INCHES. ALL MATERIALS

AND COMPACTION TESTING IS TO BE PERFORMED BY A LAB RECOGNIZED AND

ACCEPTED BY HIGHLAND CITY PUBLIC WORKS.

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13. REMOVALS

13.1. IF EXISTING IMPROVEMENTS NEED TO BE DISTURBED AND/OR REMOVED FOR

THE PROPER PLACEMENT OF IMPROVEMENTS TO BE CONSTRUCTED BY

THESE PLANS, THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING

EXISTING IMPROVEMENTS FROM DAMAGE. COST OF REPLACING OR

REPAIRING EXISTING IMPROVEMENTS SHALL BE INCLUDED IN THE UNIT

PRICE BID FOR ITEMS REQUIRING REMOVAL AND/OR REPLACEMENT OF

EXISTING IMPROVEMENTS. THERE WILL BE NO EXTRA COST DUE THE

CONTRACTOR FOR REPLACING OR REPAIRING EXISTING IMPROVEMENTS.

13.2. WHENEVER EXISTING FACILITIES ARE REMOVED, DAMAGED, BROKEN, OR

CUT IN THE INSTALLATION OF THE WORK COVERED BY THESE PLANS OR

SPECIFICATIONS, SAID FACILITIES SHALL BE REPLACED AT THE

CONTRACTOR'S EXPENSE, AFTER PROPER BACKFILLING AND/OR

CONSTRUCTION, WITH MATERIALS EQUAL TO OR BETTER THAN THE

MATERIALS USED IN THE ORIGINAL EXISTING FACILITIES. THE FINISHED

PRODUCT SHALL BE SUBJECT TO THE APPROVAL OF THE OWNER, THE

ENGINEER, AND THE RESPECTIVE REGULATORY AGENCY.

14. EROSION CONTROL / GRADING NOTES

14.1. PLACE STRAW BALES AND/OR SEDIMENT FENCES ALONG GRADING LIMITS OF

THE SITE IN AREAS AS INDICATED BY THE PLANS. THE CONTRACTOR SHALL

PROVIDE THE SEDIMENTATION AND EROSION CONTROL SYSTEMS AS

INDICATED HEREON IN ADDITION TO WHATEVER MEASURES MAY BE

NECESSARY TO PREVENT SEDIMENTATION FROM BEING TRANSPORTED TO

DOWNSTREAM PIPES AND CHANNELS.

14.2. GRADE SITE AS FOLLOWS

A. STRIP AND STOCKPILE TOPSOIL WITHIN LIMITS OF DISTURBANCE.

B. CONSTRUCT TEMPORARY DIVERSION SWALES WHERE NECESSARY.

15. CONSTRUCTION INSPECTIONS

15.1. ALL MATERIALS AND WORKMANSHIP SHALL BE SUBJECT TO INSPECTION BY

HIGHLAND CITY. HIGHLAND CITY RESERVES THE RIGHT TO ACCEPT OR

REJECT ANY SUCH MATERIALS AND WORKMANSHIP THAT DOES NOT

CONFORM TO STANDARDS AND SPECIFICATIONS.

15.2. INSPECTIONS AND ONSITE VISITS SHALL NOT BE CONSTRUED AS A

GUARANTEE BY HIGHLAND CITY OF THE CONTRACTOR'S CONTRACTUAL

COMMITMENT. REQUESTS FOR INSPECTION BY HIGHLAND CITY SHALL BE

MADE BY THE CONTRACTOR A MINIMUM OF TWENTY-FOUR (24) HOURS IN

ADVANCE.

15.3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUATELY SCHEDULING

INSPECTION AND TESTING OF ALL FACILITIES CONSTRUCTED UNDER THIS

CONTRACT. ALL TESTING SHALL CONFORM TO THE REGULATORY AGENCY'S

STANDARD SPECIFICATIONS. ALL TESTING AND INSPECTION SHALL BE PAID

FOR BY THE CONTRACTOR; ALL RE-TESTING AND/OR RE- INSPECTION SHALL

BE PAID FOR BY THE CONTRACTOR.

16. CLEARING AND GRUBBING

16.1. CLEAR AND GRUB SITE AS NECESSARY. CONTRACTOR SHALL RETAIN

VEGETATION IN AREAS WHERE NO GRADING IS PROPOSED.

16.2. EXISTING VEGETATION SHOULD BE PRESERVED WHEREVER POSSIBLE AND

DISTURBED PORTIONS OF THE SITE SHALL BE STABILIZED. STABILIZATION

PRACTICES MAY INCLUDE, BUT ARE NOT LIMITED TO, TEMPORARY SEEDING,

PERMANENT SEEDING, MULCHING, GEOTEXTILES SOD STABILIZATION,

VEGETATIVE BUFFER STRIPS, PROTECTION OF TREES, PRESERVATION OF

NATURAL VEGETATION AND OTHER APPROPRIATE MEASURES. USE OF

IMPERVIOUS SURFACES FOR STABILIZATION SHALL BE AVOIDED.

17. UTILITIES

17.1. CONTRACTOR SHALL BE RESPONSIBLE TO PROTECT IN PLACE ALL UTILITIES

SHOWN OR NOT SHOWN ON THIS PLAN.

17.2. PRIOR TO OPENING AN EXCAVATION, EFFORT SHALL BE MADE TO DETERMINE

WHETHER UNDERGROUND INSTALLATIONS; I.E. SEWER, WATER, NATURAL

GAS, ELECTRIC LINES, ETC., WILL BE ENCOUNTERED AND IF SO, WHERE

SUCH UNDERGROUND INSTALLATIONS ARE LOCATED. WHEN THE

EXCAVATION APPROACHES THE APPROXIMATE LOCATION OF SUCH AN

INSTALLATION, THE EXACT LOCATION SHALL BE DETERMINED BY CAREFUL

PROBING OR HAND DIGGING; AND, WHEN IT IS UNCOVERED, ADEQUATE

PROTECTION SHALL BE PROVIDED FOR THE EXISTING INSTALLATION. ALL

KNOWN OWNERS OF UNDERGROUND FACILITIES IN THE AREA CONCERNED

SHALL BE ADVISED OF PROPOSED WORK AT LEAST 48 HOURS PRIOR TO THE

START OF ACTUAL EXCAVATION.

17.3. CONTRACTOR SHALL POTHOLE UTILITIES AS NEEDED TO VERIFY THAT PIPE

INVERTS WILL WORK AS DESIGNED PRIOR TO ORDERING PRE-CAST

MANHOLES, CLEANOUT BOXES OR CATCH BASINS.

17.4. UNLESS OTHERWISE NOTED ON THE PLANS, THE EXISTING UTILITIES AND

THEIR LOCATIONS ARE TAKEN FROM RESEARCH DATA OF AVAILABLE

RECORDS AND NOT ACTUAL FIELD VERIFICATIONS.

17.5. THE CONTRACTOR SHALL TAKE ALL PRECAUTIONARY MEASURES TO

PROTECT EXISTING UTILITIES THAT ARE TO REMAIN IN PLACE. AND DAMAGE

DONE BY THE CONTRACTOR'S OPERATIONS SHALL BE REPAIRED AND/OR

REPLACED SATISFACTORILY BY THE CITY ENGINEER AND OWNING UTILITY

COMPANY AT THE EXPENSE OF THE CONTRACTOR.

18. STORM DRAIN

18.1. PIPE ELEVATIONS SHOWN ON STORM DRAIN PROFILES ARE INVERT

ELEVATIONS UNLESS OTHERWISE NOTED.

18.2. INLET GRATES IN SUMPS SHALL BE CONSTRUCTED LEVEL AT ELEVATION

GIVEN IN STRUCTURE SCHEDULE. INLETS ON GRADE SHALL BE ADJUSTED SO

THAT SLOPE OF GRATE MATCHES FINISHED FLOW LINE OF CURB. TOP

ELEVATION SHALL APPLY TO CENTERLINE OF GRATE AT FLOW LINE OF CURB.

CROSS SLOPE OF THE GRATE SHALL MATCH THE ROAD CROSS SLOPE.

18.3. 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. THE OWNER/CONTRACTOR IS

RESPONSIBLE FOR OBTAINING A STORMWATER DISCHARGE PERMIT FOR

CONSTRUCTION ACTIVITIES FOR ANY PROJECT DISTURBING OVER ONE ACRE

FROM THE UTAH DEPARTMENT OF PUBLIC HEALTH.

19. SIGNING AND STRIPING NOTES

19.1. STRIPING AND PAVEMENT MARKINGS SHALL BE IN CONFORMANCE WITH

APWA STANDARD SPECIFICATIONS AND MUTCD.

19.2. THE CONTRACTOR SHALL RENEW OR REPLACE ANY EXISTING TRAFFIC

STRIPING AND/OR PAVEMENT MARKINGS, WHICH HAVE BEEN EITHER

REMOVED OR THE EFFECTIVENESS OF WHICH HAS BEEN REDUCED DURING

HIS OPERATION. RENEWAL OF PAVEMENT STRIPING AND MARKING SHALL BE

DONE IN CONFORMANCE WITH APWA STANDARD SPECIFICATIONS.

19.3. RECTANGULAR RAPID FLASHING BEACONS SHALL MEET THE REQUIREMENTS

ESTABLISHED IN THE MUTCD "INTERIM APPROVAL FOR OPTIONAL USE OF

RECTANGULAR RAPID FLASHING BEACONS (1A-11)" (JULY 16,2008)

19.4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL OF ALL

STRIPING AND/OR PAVEMENT MARKINGS NECESSARY TO TIE EXISTING

STRIPING INTO PROPOSED STRIPING. METHOD OF REMOVAL SHALL BE BY

WATERBLASTING, UNLESS OTHERWISE APPROVED BY ENGINEER.

19.5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING AND REPLACING

ANY EXISTING SIGNS, STRUCTURES, FENCES, ETC. ENCOUNTERED ON THE

JOB AND RESTORING THEM TO THEIR ORIGINAL CONDITION IF NECESSARY

TO PERFORM ROAD WORK AND IMPROVEMENTS IDENTIFIED IN THE PLANS.

20. RIGHT OF WAY NOTES

20.1. THE CONTRACTOR SHALL PROVIDE INGRESS AND EGRESS TO PRIVATE

PROPERTY ADJACENT TO THE PROJECT THROUGHOUT THE PERIOD OF

CONSTRUCTION. PRIOR TO BEGINNING WORK, THE CONTRACTOR SHALL

OBTAIN A WRITTEN AGREEMENT FROM THE PROPERTY OWNERS IMPACTED

BY THIS ACCESS. UPON REQUEST, THE CONTRACTOR SHALL PROVIDE A

COPY OF THESE WRITTEN AGREEMENTS TO HIGHLAND CITY.

20.2. CONTRACTOR SHALL OBTAIN AN ENCROACHMENT PERMIT WHERE

APPLICABLE FOR ANY WORK DONE WITHIN RIGHTS-OF-WAY OR EASEMENTS

FROM HIGHLAND CITY 24 HOURS IN ADVANCE OF COMMENCING THE WORK,

OR AS REQUIRED BY SAID PERMITS.

20.3. THE CONTRACTOR SHALL EXERCISE DUE CAUTION AND SHALL CAREFULLY

PRESERVE BENCH MARKS, CONTROL POINTS, REFERENCE POINTS AND ALL

SURVEY STAKES, AND SHALL BEAR ALL EXPENSES FOR REPLACEMENT

AND/OR ERRORS CAUSED BY THEIR UNNECESSARY LOSS OR DISTURBANCE.

21. PERMITS FEES AND AGREEMENTS

21.1. CONTRACTOR SHALL OBTAIN ALL THE NECESSARY PERMITS AND

AGREEMENTS AND PAY ALL APPLICABLE FEES PRIOR TO ANY

CONSTRUCTION ACTIVITIES. CONTACT HIGHLAND CITY PUBLIC WORKS

(801-772-4515) FOR PERMITS AND INSPECTIONS REQUIRED FOR ANY WORK

CONDUCTED WITHIN HIGHLAND CITY'S PUBLIC RIGHT-OF-WAY. APPLICABLE

UTILITY PERMITS MAY INCLUDE MAINLINE EXTENSION AGREEMENTS AND

SERVICE CONNECTION PERMITS. ALL UTILITY WORK MUST BE BONDED. ALL

CONTRACTORS MUST BE LICENSED TO WORK ON CITY UTILITY MAINS.

21.2. CONSTRUCTION SITES SHALL BE IN COMPLIANCE WITH THE UTAH POLLUTION

DISCHARGE ELIMINATION SYSTEM (UPDES) STORM WATER PERMIT FOR

CONSTRUCTION ACTIVITIES (801-538-6923). A COPY OF THE PERMIT'S STORM

WATER POLLUTION PREVENTION PLAN MUST BE SUBMITTED TO PUBLIC

UTILITIES FOR REVIEW AND APPROVAL. ADDITIONAL WATER QUALITY AND

EROSION CONTROL MEASURES MAY BE REQUIRED.

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C-2 C-3

C-4

C-7 C-8 C-9 C-10

C-11 C-12

C-13 C-14

10+00

30+00

35+00

49+13 N 59° 00' 03.78" E 54.84

N 84° 48' 00.96" E 253.64

N 20° 21' 39.15" W

187.75

N 12° 07' 06.34" E 96.74

N 00° 20' 04.91" W 116.12

N 21° 02' 10.63" W 113.48

N 38° 06' 06.78" E 70.28

N 00° 13' 50.29" E 352.78

N 29° 32' 00.20" W 49.63

N 89° 48' 52.07" E 237.58

N 00° 07' 51.63" E 62.77

C-5 C-6

CURVE DATA

CURVE ID

C-1

C-2

C-3

C-4

C-5

C-6

C-7

C-8

C-9

C-10

C-11

C-12

C-13

C-14

ALIGN

MITCHELL HOLLOW TRAIL

N32° 34' 30.64"E

N44° 03' 25.86"E

N56° 57' 24.45"E

N43° 07' 39.83"E

N19° 38' 55.00"E

N23° 21' 31.00"W

N04° 07' 16.41"W

N05° 53' 30.71"E

N08° 59' 21.04"W

N10° 07' 20.61"E

N08° 25' 33.88"E

N08° 31' 58.07"E

N19° 09' 58.53"E

N14° 39' 04.96"W

RADIUS

100.000

112.000

50.000

25.000

500.000

150.000

400.000

150.000

50.000

75.000

95.000

100.000

LENGTH

92.244

58.424

48.596

72.732

15.877

52.320

85.031

86.939

45.315

145.383

51.422

77.412

62.793

51.948

TAN

49.70

29.89

26.41

44.51

8.22

26.18

43.69

43.64

22.83

78.97

28.25

42.55

32.59

26.57

PC STATION

25+62.00

27+09.08

27+67.50

30+69.74

31+58.86

32+67.28

35+07.35

36+89.12

38+92.19

39+37.50

40+82.88

42+47.78

43+95.48

48+11.05

PT STATION

26+54.24

27+67.50

28+16.10

31+42.47

31+74.74

33+19.60

35+92.38

37+76.06

39+37.50

40+82.88

41+34.31

43+25.19

44+58.27

48+63.00

PI STATION

26+11.69

27+38.97

27+93.91

31+14.24

31+67.08

32+93.47

35+51.04

37+32.77

39+15.02

40+16.47

41+11.13

42+90.34

44+28.07

48+37.63

NORTHING

7318212.329

7318281.562

7318330.752

7318360.166

7318429.253

7318547.222

7318788.749

7318968.722

7319151.315

7319248.330

7319332.947

7319504.941

7319619.379

7320031.324

EASTING

1553194.035

1553309.262

1553336.656

1553659.880

1553661.635

1553648.009

1553558.374

1553597.017

1553595.951

1553565.094

1553630.939

1553564.792

1553654.530

1553656.188

N 01° 27' 18.70" E 16.39

N 02° 27' 11.88" W 59.39

N 26° 21' 22.85" W 23.49

N 06° 08' 57.49" E948.44

N 06° 08' 57.49" E263.16

N 08° 26' 23.49" E 50.04

D W

BEGIN PROJECT

E 1552813.233 N 7316846.127

10+00.00

END PROJECT

E 1553618.626 N 7320097.625

49+12.63

V-

D \P ro je ct s\

U T\

H ig hl an d C ity \2

U T.

\R oa dw ay D es ig n\ Sh ee ts

U T.

M itc he ll

H ol lo w

H or iz on ta l C on tro l.d

- 1

SHEET

N S

N O

T N

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C H

D B

Y D

N B

Y D

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Feet 0 300 600

HC-01

H O

O N

C O

O L

U T.

C H

H O

MITCHELL HOLLOW TRAIL

W M

10+00

30+00

35+00

49+13

D W

V-

D \P ro je ct s\

U T\

H ig hl an d C ity \2

U T.

\R oa dw ay D es ig n\ Sh ee ts

U T.

M itc he ll

H ol lo w

C ro ss R ef er en ce

- 1

SHEET

N S

N O

T N

U M

C H

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Y D

N B

Y D

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A, IN

S C

P O

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Feet 0 300 600

CR-01

C R

C E

U T.

C H

H O

PP-01

RM-01

PP-02

RM-02

PP-03

RM-03

PP-05

RM-05 PP-06

RM-06

PP-07

RM-07

PP-04

RM-04

SHOULDER DETAIL

N.T.S

4:14:1

12' 2'

12' 2'2'

3" HMA - 1/2 INCH

6" UNTREATED BASE COURSE

12" GRANULAR BORROW

TYPICAL SECTION 4

MITCHELL HOLLOW TRAIL

13+05.00 TO 14+44.00

15+10.00 TO 16+30.00

DESIGN SPEED 15 MPH

CLEAR ZONE 2 FT

TRAIL SHLDR

SHLDR

Existing Ground (TYP.)

MODULAR BLOCK MSE WALL

SEE DT-03

3" HMA - 1/2 INCH

6" UNTREATED BASE COURSE

12" GRANULAR BORROW

TYPICAL SECTION 3

MITCHELL HOLLOW TRAIL

13+00.32 TO 13+05.00

14+44.00 TO 15+10.00

20+90.00 TO 27+00.00

DESIGN SPEED 15 MPH

CLEAR ZONE 2 FT

TRAIL SHLDRSHLDR

2:1 MAX

2.00%

6' 6'

2.00%

PGL

FENCE

20' EASEMENT

1' 2'

R/W

2.00%

6' 6'

2.00%

PGL

20' EASEMENT

2'2'

FENCER/W

10.5' 2' 4' 4'

20.5'

CONCRETE

SIDEWALK

PARK

STRIP

C&GSHOULDER

Existing Asphalt Pavement

TYPICAL SECTION 1

MITCHELL HOLLOW TRAIL

10+09.25 TO 12+09.22

DESIGN SPEED 15 MPH

CLEAR ZONE 2 FT

2' 2'

2.00%2.00%VARIES

PAVECUT

10.5' 2' 4' 4'

20.5'

CONCRETE

SIDEWALK

PARK

STRIP

C&GSHOULDER

Existing Asphalt Pavement

TYPICAL SECTION 2

MITCHELL HOLLOW TRAIL

12+09.22 TO 12+37.58

DESIGN SPEED 15 MPH

CLEAR ZONE 2 FT

2' 2'

2.00%2.00%VARIES

PAVECUT

FENCE2

3 MODULAR BLOCK

GRAVITY WALL

SEE DT-03

PAVEMENT SECTION PER

HIGHLAND CITY STD DWG ST-03

PAVEMENT SECTION PER

HIGHLAND CITY STD DWG ST-03

FENCE2

2:1 MAX

PGL

ROADWAY EXCAVATION (PLAN QUANTITY)

BORROW (PLAN QUANTITY)

C D

R M

V-

D \P ro je ct s\

U T\

H ig hl an d C ity \2

U T.

\R oa dw ay D es ig n\ Sh ee ts

U T.

M itc he ll

H ol lo w

T yp ic al

S ec tio n.

- 1 2:

SHEET

N S

N O

T N

U M

C H

D B

Y D

N B

Y D

E N

O R

. C

R D

E H

D C

Y, U T

Te l.

C O

R N

O R

A, IN

S C

P O

D R

, U T

Te l.

NOTES:

1 SEE SHOULDER DETAIL WHEN

CUT CONDITION APPLIES.

2 SEE PP SHEET SERIES FOR WHERE

FENCE/SAFETY RAIL APPLIES.

3 FOR WALL EXTENTS SEE WPP

SHEET SERIES.

U T.

C H

H O

TS-01

NOT FOR CONSTRUCTION

12' 2'2'

3" HMA - 1/2 INCH

6" UNTREATED BASE COURSE

12" GRANULAR BORROW

TYPICAL SECTION 6

MITCHELL HOLLOW TRAIL

27+00.00 TO 27+55.00

DESIGN SPEED 15 MPH

CLEAR ZONE 2 FT

TRAIL SHLDRSHLDR

Existing Ground (TYP.)

2:1 MAX

Existing Ground (TYP.)

12'

3" HMA - 1/2 INCH

6" UNTREATED BASE COURSE

12" GRANULAR BORROW TYPICAL SECTION 5

MITCHELL HOLLOW TRAIL

16+40.00 TO 20+90.00

DESIGN SPEED 15 MPH

CLEAR ZONE 2 FT

TRAIL

2.00%

Existing Ground (TYP.)

R/W

12'

VARIES

0' TO 2'

VARIES

1' TO 3'

3" HMA - 1/2 INCH

6" UNTREATED BASE COURSE

12" GRANULAR BORROW

TYPICAL SECTION 7

MITCHELL HOLLOW TRAIL

27+55.00 TO 27+93.00

DESIGN SPEED 15 MPH

CLEAR ZONE 2 FT

TRAILSHLDR

LANDSCAPE ROCK WALL

R/W

6' 6'

2.00%

PGL

FENCE

20' EASEMENT

2.00%

6' 6'

2.00%

PGL

EXISTING BLOCK WALL

(PROTECT IN PLACE)

2.00%

6' 6'

2.00%

PGL

FENCE/SAFETY RAIL

SHLDR

2:1 MAX

2:1

MODULAR BLOCK GRAVITY WALL

SEE DT-03

R/W 3.5' 15'

SLOPE

EASEMENT

R/W 3.5' 15'

SLOPE

EASEMENT

Existing Ground (TYP.)

2:1 MAX

ROADWAY EXCAVATION (PLAN QUANTITY)

BORROW (PLAN QUANTITY)

ROADWAY EXCAVATION

(PLAN QUANTITY)

BORROW (PLAN QUANTITY)

C D

R M

V-

D \P ro je ct s\

U T\

H ig hl an d C ity \2

U T.

\R oa dw ay D es ig n\ Sh ee ts

U T.

M itc he ll

H ol lo w

T yp ic al

S ec tio n.

- 1 2:

SHEET

N S

N O

T N

U M

C H

D B

Y D

N B

Y D

E N

O R

. C

R D

E H

D C

Y, U T

Te l.

C O

R N

O R

A, IN

S C

P O

D R

, U T

Te l.

NOTES:

1 SEE TS-01 FOR SHOULDER DETAIL

WHEN CUT CONDITION APPLIES.

2 SEE PP SHEET SERIES FOR WHERE

FENCE/SAFETY RAIL APPLIES.

3 FOR WALL EXTENTS SEE WPP

SHEET SERIES.

TS-02

U T.

C H

H O

TYPICAL SECTION 8

27+93.00 TO 29+16.00

41+37.00 TO 42+70.00

DESIGN SPEED 15 MPH

HELICAL PIER SYSTEM (TYP.)

BOARDWALK SEE BW SHEETS

14'

12'

5.625' MIN

6' 6'

PGL

Existing Ground (TYP.)

12'2' 2'

3' MAX

3" HMA - 1/2 INCH

6" UNTREATED BASE COURSE

12" GRANULAR BORROW TYPICAL SECTION 9

MITCHELL HOLLOW TRAIL

42+70.00 TO 44+47.37

DESIGN SPEED 15 MPH

CLEAR ZONE 2 FT

TRAILSHLDR SHLDR

Existing Ground (TYP.)

LANDSCAPE ROCK WALL

SEE DT-03

Existing Ground (TYP.)

6' 6'

PGL

2:1 MAX

12' 2'2'

3" HMA - 1/2 INCH

6" UNTREATED BASE COURSE

12" GRANULAR BORROW

TYPICAL SECTION 10

MITCHELL HOLLOW TRAIL

20+90.00 TO 27+55.00

29+16.00 TO 31+75.20

48+02.00 TO 49+12.63

DESIGN SPEED 15 MPH

CLEAR ZONE 2 FT

TRAIL SHLDRSHLDR

2:1 MAX

2.00%

6' 6'

2.00%

PGL

FENCE 2

FENCE2

FENCE 2

FENCE2

2:1 MAX

Existing Ground (TYP.)

PRECAST

CONCRETE

BEAM (TYP.)

SAFETY RAIL SEE

BW SHEETS (TYP.)

2.00%2.00%

BORROW (PLAN QUANTITY)

ROADWAY EXCAVATION (PLAN QUANTITY)

BORROW (PLAN QUANTITY)

C D

R M

V-

D \P ro je ct s\

U T\

H ig hl an d C ity \2

U T.

\R oa dw ay D es ig n\ Sh ee ts

U T.

M itc he ll

H ol lo w

T yp ic al

S ec tio n.

- 1 2:

SHEET

N S

N O

T N

U M

C H

D B

Y D

N B

Y D

E N

O R

. C

R D

E H

D C

Y, U T

Te l.

C O

R N

O R

A, IN

S C

P O

D R

, U T

Te l.

NOTES:

1 SEE TS-01 FOR SHOULDER DETAIL

WHEN CUT CONDITION APPLIES.

2 SEE PP SHEET SERIES FOR WHERE

FENCE/SAFETY RAIL APPLIES.

TS-03

U T.

C H

H O

12'2' 2'

3" HMA - 1/2 INCH

6" UNTREATED BASE COURSE

12" GRANULAR BORROW

TYPICAL SECTION 12

MITCHELL HOLLOW TRAIL

32+90.00 TO 41+37.00

DESIGN SPEED 15 MPH

CLEAR ZONE 2 FT

TRAILSHLDR SHLDR

Existing Ground (TYP.)

2:1 MAX

12'2' 2'

VARIES

1' TO 3'

3" HMA - 1/2 INCH

6" UNTREATED BASE COURSE

12" GRANULAR BORROW

TYPICAL SECTION 11

MITCHELL HOLLOW TRAIL

32+51.97 TO 32+90.00

DESIGN SPEED 15 MPH

CLEAR ZONE 2 FT

TRAILSHLDR SHLDR

Existing Ground (TYP.)

LANDSCAPE ROCK WALL

1 R/W

VARIES

1' TO 3'

Existing Ground (TYP.)

LANDSCAPE ROCK WALL

12'

3" HMA - 1/2 INCH

6" UNTREATED BASE COURSE

12" GRANULAR BORROW TYPICAL SECTION 13

MITCHELL HOLLOW TRAIL

44+47.37 TO 48+02.00

DESIGN SPEED 15 MPH

CLEAR ZONE 2 FT

TRAIL

Existing Ground (TYP.)

2:1 MAX

2.00%

6' 6'

2.00%

PGL

2.00%

6' 6'

2.00%

PGL

6' 6'

2.00%

PGL

2.00%

ROADWAY EXCAVATION (PLAN QUANTITY)

V-

D \P ro je ct s\

U T\

H ig hl an d C ity \2

U T.

\R oa dw ay D es ig n\ Sh ee ts

U T.

M itc he ll

H ol lo w

T yp ic al

S ec tio n.

- 1 2:

SHEET

N S

N O

T N

U M

C H

D B

Y D

N B

Y D

E N

O R

. C

R D

E H

D C

Y, U T

Te l.

C O

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O R

A, IN

S C

P O

D R

, U T

Te l.

C D

R M

/1 7/

NOTES:

1 SEE TS-01 FOR SHOULDER DETAIL

WHEN CUT CONDITION APPLIES. TS-04

U T.

C H

H O

C eo a x eoa eoa x

MBWM

x x x x x

10+00

11+00

12+00 13+00

14+00

15+00

17+00

18+00

Feet 0 60 120

V-

D \P ro je ct s\

U T\

H ig hl an d C ity \2

U T.

\R oa dw ay D es ig n\ Sh ee ts

U T.

M itc he ll

H ol lo w

R em ov al

S he et s.

- 1 2:

SHEET

N S

N O

T N

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C H

D B

Y D

N B

Y D

E N

D W

SEE RM

-02

ATCHLINE 16+00.00

9600 N

E 1552813.233 N 7316846.127

10+00.00

BEGIN PROJECT

POWER POLE

PROTECT IN PLACE

RELOCATE MAILBOX

RELOCATE UTILITY BOX

LEGEND

CLEARING AND GRUBBING

REMOVE ASPHALT

REMOVE CONCRETE

UTILITY BOX

PROTECT IN PLACE

REMOVE FENCE

O R

. C

R D

E H

D C

Y, U T

Te l.

C O

R N

O R

A, IN

S C

P O

D R

, U T

Te l.

MITCHELL HOLLOW TRAIL

REMOVE ROCK WALL

RM-01

U T.

C H

H O

NOTES:

1. LUMEN NOTES:

1.1 LUMEN EMERGENCY CONTACT: SIGIFREDO MARTINEZ

(SIGIFREDO.MARTINEZ@LUMEN.COM)

1.2 LUMEN CUT CABLE REPAIR HOT LINE (800)-788-3600.

PRESS #2 PROMPT THEN #9 TO GET AN OPERATOR 24/7.

MAILBOX

PROTECT IN PLACE

NOT FOR

CONSTRUCTION

JBI

x xxx x

C H

+0 0.

C H

+0 0.

V-

D \P ro je ct s\

U T\

H ig hl an d C ity \2

U T.

\R oa dw ay D es ig n\ Sh ee ts

U T.

M itc he ll

H ol lo w

R em ov al

S he et s.

- 1 2:

SHEET

N S

N O

T N

U M

C H

D B

Y D

N B

Y D

E N

R M

-0

C H

+0 0.

LEGEND

CLEARING AND GRUBBING

REMOVE ASPHALT

REMOVE CONCRETE

D W

C H

+0 0.

E R

M -0

REMOVE TREE

RELOCATE IRRIGATION BOXES

Fence

(PROTECT IN PLACE)

REMOVE FENCE

O R

. C

R D

E H

D C

Y, U T

Te l.

C O

R N

O R

A, IN

S C

P O

D R

, U T

Te l.

Feet 0 60 120

MITCHELL HOLLOW TRAIL

RM-02

U T.

C H

H O

x x x x x

0 26 +0

29+00

C H

+0 0.

MATCH LI

NE 28

+0 0.0

SEE ##

Feet 0 60 120

V-

D \P ro je ct s\

U T\

H ig hl an d C ity \2

U T.

\R oa dw ay D es ig n\ Sh ee ts

U T.

M itc he ll

H ol lo w

R em ov al

S he et s.

- 1 2:

SHEET

N S

N O

T N

U M

C H

D B

Y D

N B

Y D

E N

ATC

LIN

E 22+00.00

SEE R

-02

MATCHLIN

E 28

+00 .00

SEE R

M-04

D W

LEGEND

CLEARING AND GRUBBING

REMOVE ASPHALT

REMOVE CONCRETE

Fence

(PROTECT IN PLACE)

REMOVE FENCE

O R

. C

R D

E H

D C

Y, U T

Te l.

C O

R N

O R

A, IN

S C

P O

D R

, U T

Te l.

MITCHELL HOLLOW TRAIL

RM-03

U T.

C H

H O

REMOVE TREE (TYP.)

x x x x x x x x x

32+00

33+00

35+00

MATCH LINE 34+00.00

SEE ####

Feet 0 60 120

V-

D \P ro je ct s\

U T\

H ig hl an d C ity \2

U T.

\R oa dw ay D es ig n\ Sh ee ts

U T.

M itc he ll

H ol lo w

R em ov al

S he et s.

- 1 2:

SHEET

N S

N O

T N

U M

C H

D B

Y D

N B

Y D

E N

-0

CANAL BLVD

D W

LEGEND

CLEARING AND GRUBBING

REMOVE ASPHALT

REMOVE CONCRETE

SEE RM-05

MATCHLINE 34+00.00

RELOCATE IRRIGATION BOXES

O R

. C

R D

E H

D C

Y, U T

Te l.

C O

R N

O R

A, IN

S C

P O

D R

, U T

Te l.

MITCHELL HOLLOW TRAIL

Existing Junction Box

(PROTECT IN PLACE)

RM-04

U T.

C H

H O

L x x x

C H

+0 0.

C H

+0 0.

Feet 0 60 120

V-

D \P ro je ct s\

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