4-TraverseRetainingWall Plans East Wall 26.07.17.pdf

PDF 6 MB Posted Jul 16, 2026

Attached to: Traverse Ridge Retaining Wall Repair
Solicitation number: CIP 26-13
Issued by: Salt Lake County, Utah

About this file

Written by GovTribe AI · Jul 20, 2026

This file consists of construction plans and specifications for the Draper City retaining wall repair project located on Traverse Ridge Road in Draper, Utah. The project involves the repair of an existing 227-foot retaining wall with a face area of 2,621 square feet. The scope of work includes site preparation, removal of damaged concrete blocks, replacement with new Keystone Compac II Tri-Plane blocks, placement of geogrid reinforcement, application of chemical surface treatment, filling and compacting soil gaps at the wall base, and revegetation of disturbed slopes. Specific materials identified include fiberglass alignment pins, construction adhesive, crack sealant, and erosion control blankets. The plans indicate two primary repair areas: an east end repair section and a west end repair section with varying numbers of block courses to be removed and replaced. The project plans were made available on July 16, 2026, with bid responses due July 30, 2026 at 2:00 p.m. through the Utah Public Procurement Place. A 5% bid bond is mandatory, and questions must be submitted by July 28, 2026 at 5:00 p.m.

The project requires contractors to furnish all labor, materials, tools, and equipment necessary for completion according to the detailed plans and specifications prepared by CMT Technical Services. Contractors must comply with site preparation procedures including stormwater runoff mitigation, debris removal, and protection of existing utilities and improvements. Construction must adhere to recommendations in the geotechnical report dated September 30, 2025 (CMT Project No. 102596.001), and engineers will conduct inspections at multiple stages including after removal of damaged blocks, during geogrid placement, and upon project completion. The contract requires contractors to maintain workers' compensation insurance, commercial general liability insurance of at least $1 million per occurrence and $3 million aggregate, and commercial automobile liability insurance if applicable. Payment terms are due within thirty days of receipt of correct invoices, with deliveries F.O.B. Destination Freight Prepaid and Allowed unless otherwise negotiated.

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Other files

File	Type	Posted
3-Attachment A Terms and Conditions.docx	DOCX document	Jul 16, 2026
2-Vendor Prerequisites - RFP Agency.pdf	PDF	Jul 16, 2026
5-Attachment C Evaluator Score Sheet.xls	XLS spreadsheet	Jul 16, 2026
4-Attachment B Scope of Work.docx	DOCX document	Jul 16, 2026
1-TraverseRetainingWall Contract Docs 26.07.16.pdf	PDF	Jul 16, 2026
1-Claim of Business Confidentiality Updated.pdf.pdf	PDF	Jul 16, 2026
2-TraverseRetainingWall Plans West Wall 26.07.16.pdf	PDF	Jul 16, 2026
3-TraverseRetainingWall Specs 26.07.16.pdf	PDF	Jul 16, 2026

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DESCRIPTION

AFFECTED

DATE SHEETS C0.0 TITLE SHEET

SITE PLAN & PROFILE

C1.0

SHEET NO.PROJECT: FILE:

JUNE 8, 2026 102596.001

DATE:

DWG/00-TITLE-00

NOT TO SCALE

C2.0

DRAPER CITY

12354 SOUTH 800 EAST

DRAPER, UT 84020

CONTACT: DILLON BLILER

PH: (801) 576-6336

EM: DILLON.BLILER@DRAPERUTAH.GOV

EXISTING CONDITIONS PLAN

RETAINING WALL REPAIR EXHIBITS

RETAINING WALL REPAIRS

TRAVERSE RIDGE ROAD

DRAPER, UT

JUNE 8, 2026

S E R V I C E S

TECHNI CAL

No. 4939908-2202

IOEFRO SS

ETTS A

FO UT

DERE

NEE

L E

6-8-26

JAMES J.MILLIGAN

C3.0

2796 SOUTH REDWOOD ROAD, WEST VALLEY, UT 84119

PHONE: (801) 908-5859

CMT TECHNICAL SERVICES

CONTACT: JIM MILLIGAN (PROJECT ENGINEER)

AT (801) 908-5859

CONTACT: MIKE WITHERS (SURVEY MANAGER)

AT (801) 908-5859

C0.1 GENERAL NOTES FOR RETAINING WALL REPAIR

TYPICAL SECTIONS AND DETAILSC3.1

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REVISIONS

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INDEX OF SHEETS

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%%UCLIENT

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%%U ENGINEER/LAND SURVEYOR

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CIVIL ENGINEERING LAND SURVEYING PROJECT MANAGEMENT

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GEOTECHNICAL MATERIALS TESTING INSPECTIONS

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%%U VICINITY MAP

AutoCAD SHX Text LOCATED IN THE SOUTHEAST QUARTER OF SECTION 9, TOWNSHIP 4 SOUTH, RANGE 1 EAST, SALT LAKE BASE AND MERIDIAN SALT LAKE CITY, UTAH

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IDAHO

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WYOMING

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COLORADO

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ARIZONA

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NEVADA

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LOGAN

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BRIGHAM

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CITY

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OGDEN

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WENDOVER

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GREAT

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SALT

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LAKE

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BEAR

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TIMPANOGOS CAVE

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PROVO

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HEBER CITY

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PRICE

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NEPHI

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DELTA

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UTAH

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LAKE

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NEWFOUNDLAND

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EVAPORATION

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BASIN

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DUCHESNE

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VERNAL

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FLAMING GORGE NRA

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RESERVOIR

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DUTCH

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GREEN RIVER

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JOHN

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ARCHES NP

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MOAB

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CANYONLANDS

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NATURAL BRIDGES

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BLANDING

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HOVENWEEP NM

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RAINBOW BRIDGE

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BOULDER

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BEAVER

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RIVER

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CEDAR CITY

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RIVER

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PROJECT AREA

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SUNCREST DR

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TRAVERSE RIDGE RD

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DEER RIDGE DR

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WOODS LANDING CT

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HADDINGTON RD

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SEVEN OAKS LN

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GENERAL NOTES FOR RETAINING WALL REPAIR

PART 1: SITE PREPARATION

(FOR DEMOLITION NOTES, SEE SHEET C1.0)

A. SITE PREPARATION PROCEDURES:

A.1. CONTRACTOR SHALL SANDBAG AND/OR OTHER APPROVED METHOD TO

MITIGATE STORMWATER RUNOFF FROM ENTERING WORK AREA.

A.2. CONTRACTOR SHALL CLEAR AND GRUB ALONG TOP OF WALL, REMOVING

ANY SHRUBS WITHIN 6 FT OF WALL.

A.3. CONTRACTOR SHALL REMOVE DEBRIS ALONG BASE OF WALL. REMOVED

MATERIALS SHALL BE DISPOSED OF OFF-SITE IN A SUITABLE LANDFILL IN

ACCORDANCE WITH LAWS AND REGULATIONS. CONTRACTOR SHALL BE

RESPONSIBLE FOR PREVENTING AND CONTROLLING DISCHARGE OF ANY

EXCAVATED MATERIALS DOWNHILL.

A.4. ONCE DEBRIS IS CLEARED, CONTRACTOR SHALL:

A.4.1. COMPLETE SITE PREPARATION ON ALL AREAS OF RETAINING WALL

THAT WILL HAVE IMMEDIATE CONTACT WITH WALL REHABILITATION

PROJECTS AND ON DOWNHILL SIDE OF WALL ONLY (SEE PLAN).

B. REPAIR OF RETAINING WALL SURFACE DEFECTS:

B.1. UPON COMPLETION OF SITE PREPARATION, ALL EXPOSED WALL SURFACES

SHALL BE CAREFULLY EXAMINED FOR DEFECTS SUCH AS; ROTATING

COURSES, CRACKING OR WEATHERED BLOCKS, FAULTY FIBERGLASS PINS,

AND A SOIL GAP AT BASE OF WALL. ANY DEFECTS SHALL BE REPAIRED AS

SPECIFIED HEREIN TO SECURE A UNIFORM AND CONTINUOUS WALL

SURFACE.

B.2. REPAIR OF SURFACE DEFECTS: BLOCK WALL DEFECTS SHALL BE REPAIRED

AS SPECIFIED IN GEOTECHNICAL REPORT BY CMT TECHNICAL SERVICES,

DATED SEPTEMBER 30, 2025 (CMT PROJECT NO. 102596.001). PROCEDURES

ARE GENERALLY AS FOLLOWS.

B.3. BLOCKS IN THE LOWER COURSES SHOWING CRACKING AND WEATHERING

SHALL BE REPAIRED AS SPECIFIED HEREIN.

B.3.1. APPLY CRACK SEALANT TO CRACKED BLOCKS IN LOWER COURSES

THAT ARE NOT INVOLVED IN RECONSTRUCTION.

B.4. BLOCKS IN THE UPPER COURSES SHOWING CRACKING AND WEATHERING

SHALL BE COMPLETELY REMOVED AND REPLACED WITH NEWLY FURNISHED

BLOCKS, FIBERGLASS PINS, AND CONSTRUCTION ADHESIVE. BLOCK

PLACEMENT MUST FOLLOW MANUFACTURER'S PRODUCT GUIDELINES.

B.5. ROTATING/FAILED COURSES OF BLOCKS SHOULD BE REMOVED. AT THE

WEST END, IT IS RECOMMENDED TO REMOVE A MINIMUM OF 4 COURSES.

EXISTING BLOCKS MAY BE REUSED IF NOT DAMAGED.

B.5.1. BEFORE REPLACING BLOCKS, A LAYER OF GEOGRID SHALL BE PLACED

OVER IN-PLACE BLOCKS AND SANDWICHED BY THE FIRST COURSE OF

REPLACED BLOCKS (SEE DETAIL-3, SHEET C3.1).

B.5.2. A LAYER OF GEOGRID SHALL BE PLACED BELOW THE TOP COURSE OF

REPLACED BLOCKS AS WELL AS ADDITIONAL LAYERS AS REQUIRED BY

DESIGN.

B.5.3. BLOCKS SHALL BE MECHANICALLY CONNECTED USING

MANUFACTURER'S RECOMMENDED CONNECTION PINS.

B.5.4. CONSTRUCTION ADHESIVE SHALL BE UTILIZED BETWEEN EACH COURSE

OF REPLACED BLOCKS.

C. CHEMICAL TREATMENT:

C.1. UPON COMPLETION OF RETAINING WALL SURFACE DEFECTS, APPLY

GENERAL SURFACE TREATMENT AS FOLLOWS:

C.1.1. APPLY CHEMICAL TREATMENT IN ACCORDANCE WITH

MANUFACTURER'S PRODUCT GUIDELINES. APPLY OVER ALL

ACCESSIBLE, EXPOSED, AND PREPARED BLOCK WALL SURFACE.

D. REPAIR OF SOIL GAP AT BASE OF WALL:

D.1. UPON COMPLETION OF CHEMICAL TREATMENT, CONTRACTOR MUST FILL

AND COMPACT GAP AT BASE OF WALL BETWEEN BLOCK FACE AND NATURAL

GROUND USING ADDITIONAL SOIL (SEE DETAIL-1, SHEET C3.1).

D.1.1. SOIL SHOULD BE TYPE-A CLAY SOIL WITH LIQUID LIMIT OF 30% AND

PLASTICITY INDEX OF 10.

D.1.2. SOIL SHOULD BE COMPACTED TO REDUCE POTENTIAL OF WATER

INTRUSTION AND SLOPE AWAY FROM FACE OF WALL.

E. BACKFILL SLOPE REPAIR AND REVEGETATION:

E.1. UPON COMPLETION OF REPAIR OF SOIL GAP AT BASE OF WALL, BACKFILL

SLOPE REPAIR AND REVEGETATION SHALL BE COMPLETED AS SPECIFIED

HEREIN TO STABILIZE GROUND AND VEGETATION.

E.1.1. PORTIONS OF BACKFILL SLOPE DISTURBED FOR GEOGRID PLACEMENT

SHALL BE REVEGETATED IMMEDIATELY USING EROSION CONTROL

BLANKETS AND BROADCAST SEED (SEE DETAIL-2, SHEET C3.1).

E.1.2. ADDITIONAL SEEDING OF REMAINDER OF BACKFILL SLOPE WILL BE

NECESSARY TO REDUCE RUNOFF AND EROSION ABOVE WALL.

E.1.3. PLANTS SHOULD BE RESISTANT TO DEICING CHEMICALS.

PART 2: SUGGESTED PRODUCTS

A. CONCRETE BLOCKS

A.1. KEYSTONE COMPAC II TRI-PLANE BLOCKS WITH 1/2" x 5-1/4" FIBER

ALIGNMENT PINS

A.1.1. MATERIALS SHALL BE DELIVERED, STORED, AND HANDLED SO AS TO

PREVENT DAMAGE BY WATER OR BREAKAGE. ONLY ONE BRAND OF

BLOCK SHALL BE USED.

A.1.2. PLACEMENT OF BLOCKS SHALL CONFORM TO THE SPECIAL PROVISIONS

IN SECTION 32 32 23, "KEYSTONE CONCRETE RETAINING WALL".

B. CHEMICAL TREATMENT

B.1. SILOXA-TEK 8500 BY GHOSTSHIELD

B.1.1. APPLICATION OF CHEMICAL TREATMENT SHALL CONFORM TO THE

SPECIAL PROVISIONS IN SECTION 07 19 00, "IMPREGNATING

WATER-REPELLENT CONCRETE MASONRY SEALER".

C. CRACK SEALANT

C.1. SIKAFLEX + CONCRETE FIX

C.1.1. APPLICATION OF CRACK SEALANT SHALL CONFORM TO THE

MANUFACTURER'S PRODUCT GUIDELINES.

D. GEOGRID

D.1. UX1100MSE BY TENSAR

D.1.1. PLACEMENT OF GEOGRID SHALL CONFORM TO THE SPECIAL

PROVIDIONS IN SECTION 32 32 23, "KEYSTONE CONCRETE RETAINING

WALL".

E. CONSTRUCTION ADHESIVE

E.1. PL 500 LANDSCAPE CONSTRUCTION ADHESIVE BY LOCTITE

E.1.1. APPLICATION OF CONSTRUCTION ADHESIVE SHALL CONFORM TO THE

MANUFACTURER'S PRODUCT GUIDELINES.

INSPECTION INTERVALS

1. FIRST INSPECTION BY THE ENGINEER OF RECORD ONCE CONSTRUCTION IS

THROUGH WITH ALL REMOVALS AND PRIOR TO THE START OF PLACING NEW

GEOGRID AND BLOCKS.

2. AN INSPECTION BY THE ENGINEER OF RECORD AT THE PLACEMENT OF EACH

LAYER OF GEOGRID.

3. VERIFICATION OF COMPACTION PRIOR TO PLACEMENT OF EACH LAYER OF

GEOGRID.

4. AN INSPECTION BY THE ENGINEER OF RECORD UPON COMPLETION OF WALL

REPAIRS AND BACKFILL PLACEMENT.

No. 4939908-2202

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JAMES J.MILLIGAN

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T T

X X

XSWR

SWR

WTR

5942 5944 5946 5948 5950 5952 5954 5956 5958 5960

5990 5992

EX. SEWER

EX. STORM DRAIN

EX. TELECOMM

EX. 8" WATER

EX. 24" STO

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KEYNOTE LEGEND

EX. RETAINING WALL (TO BE REPAIRED)

EX. SEWER MANHOLE (TO REMAIN)

EX. CURB INLET (TO REMAIN)

EX. TELECOMM MANHOLE (TO REMAIN)

EX. WATER VALVE (TO REMAIN)

EX. TRANSFORMER (TO REMAIN)

EX. GUARD RAIL (TO REMAIN)

LEGEND

EXISTING CURB & GUTTER

EXISTING STORM DRAIN LINESD SD

EXISTING GUARD RAILX X X

EXISTING EDGE OF ASPHALT

EXISTING 5' CONTOUR5900

EXISTING 1' CONTOUR5901

EXISTING WATER LINE

EXISTING SEWER LINESWR SWR

EXISTING TELEPHONE LINET T T

WTR

DEMOLITION NOTES

1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH GOVERNING AGENCY

STANDARDS AND SPECIFICATIONS. IN THE ABSENCE OF PROJECT STANDARD

AND SPECIFICATIONS APWA STANDARD AND SPECIFICATIONS SHALL GOVERN.

2. CONTRACTOR SHALL RETAIN AND PROTECT ALL EXISTING IMPROVEMENTS

UNLESS OTHERWISE NOTED. CONTRACTOR IS RESPONSIBLE TO REPAIR ALL

SIDEWALK, PAVEMENT, GRAVEL, UTILITIES, LANDSCAPING, IRRIGATION,

FENCING AND EXISTING IMPROVEMENTS DAMAGED AS PART OF

CONSTRUCTION.

3. SIDEWALKS AND CURBS DESIGNATED TO BE DEMOLISHED SHALL BE

DEMOLISHED TO THE NEAREST EXPANSION JOINT, MATCHING THESE PLANS AS

CLOSELY AS POSSIBLE.

4. IT IS THE CONTRACTORS RESPONSIBILITY TO CONTACT BLUE STAKES OF UTAH

PRIOR TO STARTING ANY ACTIVITIES. ALL EXISTING UTILITIES SHOWN ON THE

PLANS ARE APPROXIMATIONS ONLY.

5. EXISTING UNDERGROUND UTILITIES AND IMPROVEMENTS ARE SHOWN IN

THEIR APPROXIMATE LOCATIONS BASED UPON RECORD INFORMATION

AVAILABLE AT THE TIME OF PREPARATION OF THESE PLANS. LOCATIONS MAY

NOT HAVE BEEN VERIFIED IN THE FIELD AND NO GUARANTEE IS MADE AS TO

THE ACCURACY OR COMPLETENESS OF THE INFORMATION SHOWN. IT SHALL

BE THE RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE THEIR

EXISTENCE AND LOCATION OF THE UTILITIES SHOWN ON THESE PLANS OR

INDICATED IN THE FIELD BY LOCATING SERVICES. ANY ADDITIONAL COSTS

INCURRED AS A RESULT OF THE CONTRACTOR'S FAILURE TO VERIFY THE

LOCATIONS OF EXISTING UTILITIES PRIOR TO THE BEGINNING OF

CONSTRUCTION IN THEIR VICINITY SHALL BE BORNE BY THE CONTRACTOR

AND ASSUMED INCLUDED IN THE CONTRACT. THE CONTRACTOR IS TO VERIFY

ALL CONNECTION POINTS WITH THE EXISTING UTILITIES. THE CONTRACTOR IS

RESPONSIBLE FOR ANY DAMAGE CAUSED TO THE EXISTING UTILITIES AND

UTILITY STRUCTURES THAT ARE TO REMAIN. IF CONFLICTS WITH EXISTING

UTILITIES OCCUR, THE CONTRACTOR SHALL NOTIFY THE ENGINEER PRIOR TO

CONSTRUCTION TO DETERMINE IF ANY FIELD ADJUSTMENTS SHOULD BE MADE.

ENSURE ALL OSHA STANDARDS ARE FOLLOWED.

6. CONTRACTOR IS RESPONSIBLE TO PROVIDE, INSTALL AND MAINTAIN

APPROPRIATE TRAFFIC CONTROL DEVICES, AS WELL AS ANY ADDITIONAL

TRAFFIC CONTROL DEVICES THAT MAY BE REQUIRED TO INSURE SAFE AND

EFFICIENT MOVEMENT OF TRAFFIC AND PEDESTRIANS THROUGH OR AROUND

THE WORK AREA AND TO PROVIDE MAXIMUM PROTECTION AND SAFETY TO

ROAD WORKERS.

7. IF DURING THE CONSTRUCTION PROCESS, CONDITIONS ARE ENCOUNTERED

WHICH INDICATE AN UNIDENTIFIED SITUATION IS PRESENT, THE CONTRACTOR

SHALL CONTACT THE OWNER AND ENGINEER IMMEDIATELY.

8. SHORING MAY BE REQUIRED TO AVOID UNDERMINING THE NEARBY ROADWAY.

SHORING DESIGN BY CONTRACTOR SHALL BE SUBMITTED FOR REVIEW.

EXISTING RETAINING WALL

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JAMES J.MILLIGAN

PROJECT BENCHMARK

EX. STORM DRAIN MANHOLE

RIM = 5959.22

NOTE: WITH PROPER TRAFFIC CONTROL IN PLACE, GUARD RAILING

MAY BE REMOVED FOR ACCESS. GUARD RAIL POSTS SHALL REMAIN.

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REPAIR EXISTING BLOCK WALL:

REMOVE DAMAGED BLOCKS FROM

EXISTING BLOCK WALL AND REPLACE

W/ NEW BLOCKS MATCHING EXISTING

(SEE EAST END REPAIR EXHIBIT,

DETAIL-2 ON SHEET C3.0)

REPAIR EXISTING BLOCK WALL:

REMOVE DAMAGED BLOCKS FROM

EXISTING BLOCK WALL AND REPLACE

W/ NEW BLOCKS MATCHING EXISTING

(SEE WEST END REPAIR EXHIBIT,

DETAIL-3 ON SHEET C3.0)

5972 5974 5976

594259445946 5.5' (MIN.)

11.5' (M

.)4.0' (MIN.)

CUT GEOGRID AROUND

EX. GUARDRAIL POSTS AS NECESSARY

EXISTING RETAINING WALL

LENGTH OF WALL = 227 FT

FACE OF WALL AREA = 2,621 SQ. FT

TRAVERSE RIDGE ROAD

(EDGE OF PAVEMENT)

BASE OF RETAINING WALL

REPAIR EXISTING BLOCK WALL:

REMOVE DAMAGED BLOCKS FROM

EXISTING BLOCK WALL AND REPLACE

W/ NEW BLOCKS MATCHING EXISTING

(SEE EAST END REPAIR EXHIBIT,

DETAIL-2 ON SHEET C3.0)

REPAIR EXISTING BLOCK WALL:

REMOVE DAMAGED BLOCKS FROM

EXISTING BLOCK WALL AND REPLACE

W/ NEW BLOCKS MATCHING EXISTING

(SEE WEST END REPAIR EXHIBIT,

DETAIL-3 ON SHEET C3.0)

STACK NEW BLOCK ON EXISTING BLOCK

WALL TO MITIGATE STEEP SLOPE

ADJACENT TO GUARDRAIL POSTS

EXISTING GROUND

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EXISTING CURB & GUTTER

EXISTING STORM DRAIN LINESD SD

EXISTING GUARD RAILX X X

EXISTING EDGE OF ASPHALT

EXISTING WATER LINE

EXISTING SEWER LINESWR SWR

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SITE NOTES

1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH

GOVERNING AGENCY STANDARDS AND

SPECIFICATIONS. IN THE ABSENCE OF PROJECT

STANDARD AND SPECIFICATIONS APWA STANDARD

AND SPECIFICATIONS SHALL GOVERN.

2. CONTRACTOR SHALL RETAIN AND PROTECT ALL

EXISTING IMPROVEMENTS UNLESS OTHERWISE

NOTED. CONTRACTOR IS RESPONSIBLE TO REPAIR

ALL SIDEWALK, PAVEMENT, GRAVEL, UTILITIES,

LANDSCAPING, IRRIGATION, FENCING AND EXISTING

IMPROVEMENTS DAMAGED AS PART OF

CONSTRUCTION.

3. ALL WORK SHALL COMPLY WITH THE PROJECT

PLANS, PROJECT SPECIFICATIONS, AND PROJECT

GEOTECHNICAL ENGINEERING REPORT, WHICHEVER

IS THE MOST STRINGENT.

4. CONTRACTOR IS RESPONSIBLE FOR PERFORMING

WORK ON OR ADJACENT TO A PUBLIC ROAD TO

PROVIDE, INSTALL, AND MAINTAIN APPROPRIATE

TRAFFIC CONTROL DEVICES, AS WELL AS ANY

ADDITIONAL TRAFFIC CONTROL DEVICES THAT MAY

BE REQUIRED TO INSURE SAFE AND EFFICIENT

MOVEMENT OF TRAFFIC AND PEDESTRIANS

THROUGH OR AROUND THE WORK AREA AND TO

PROVIDE MAXIMUM PROTECTION AND SAFETY TO

ROAD WORKERS.

5. DIMENSIONS FOR LAYOUT AND CONSTRUCTION ARE

NOT TO BE SCALED FROM ANY DRAWING. IF

PERTINENT DIMENSIONS ARE NOT SHOWN CONTACT

ENGINEER FOR CLARIFICATION.

KEYNOTE LEGEND

GEOGRID & EROSION CONTROL MATS REQ'D

(HATCHED AREA)

REVEGETATION W/ BROADCAST SEED REQ'D

(HATCHED AREA)

EXISTING 5' CONTOUR5900

EXISTING 1' CONTOUR5901

NOTE: ALL CONSTRUCTION SHALL ADHERE TO THE RECOMMENDATIONS AND

REQUIREMENTS CONTAINED IN THE PROJECT GEOTECHNICAL STUDY (CMT PROJECT NO.

102596.001, DATED SEPTEMBER 30, 2025). THE CONTRACTOR SHALL FURNISH THEMSELVES

COPIES OF THESE DOCUMENTS (AS PART OF THE PROJECT MANUAL). IF UNFORESEEN

CONDITIONS ARISE, CONTRACTOR SHALL CONTACT ENGINEER FOR CLARIFICATION.

PROJECT BENCHMARK

EX. STORM DRAIN MANHOLE

RIM = 5959.22

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ENVIRONMENTAL CIVIL ENGINEERING TRANSPORTATION ENGINEERING

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SURVEYING CONSTRUCTION MANAGEMENT SPECIALTY LAB

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DRAPER

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EAST END REPAIR EXHIBIT

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WEST END REPAIR EXHIBIT

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CLAY SOIL ALONG BASE OF WALL

(NOT TO SCALE)

DETAIL-4

EROSION CONTROL MATS

DETAIL-5

EXISTING BLOCK WALL

FILL & COMPACT GAP AT BASE OF WALL

FOR ENTIRE LENGTH OF WALL WITH

TYPE-A SOIL (CLAY SOIL W/ LIQUID LIMIT

OF 30% AND PLASTICITY INDEX OF 10)

IN-SITU SOIL

KEYSTONE BLOCK REPAIR DETAIL

DETAIL-6

(NOT TO SCALE) (NOT TO SCALE)

REPLACED AND/OR NEW BLOCKS WITH PINS AND

ADHESIVE BETWEEN EACH ROW OF BLOCK

NOT USED

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NOT USED

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NOT USED

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NOT USED

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SURVEYING CONSTRUCTION MANAGEMENT SPECIALTY LAB

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DWG\03-DETAIL

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TYPICAL SECTIONS

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& DETAILS

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00-title-00-C0.0

C0.0

00-title-01-C0.1

C0.1

01-demo-C1.0

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02-p&p-C2.0

C2.0

03-detail-C3.0

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03-detail-C3.1

C3.1

File details come from the government source that posted it. Updated Jul 20, 2026.