USEB132009_Sabre Street_Revised Drawing GC-03_27 Aug 2020.pdf

PDF 331 KB Posted Aug 27, 2020

Attached to: Repair Water Mains and Roads
Solicitation number: W50S9A-20-B-0001
Issued by: Department of the Army Utah Army National Guard

About this file

Written by GovTribe AI · Dec 28, 2023

This solicitation package includes an invitation for bid for construction services. The Utah Army National Guard is seeking a contractor to complete repairs to water mains and roads at its base in Salt Lake City, Utah. The base bid scope of work involves repairs on Mustang Lane and North Loop for an estimated $5-10 million. There are also two option items to complete the same work on Patriot Way and Sabre Street. Interested contractors must bid on the base requirement and can also provide pricing for the optional locations. The pre-bid conference is scheduled for August 11th and bids are due on August 31st. The period of performance is 365 days from notice to proceed. This opportunity is set aside for small businesses in NAICS code 237110 for water and sewer line construction with a size standard of $39.5 million. The solicitation documents are available electronically and no paper copies will be distributed.

View the file

Other files

File	Type	Posted
Repair Water Mains and Roads_Questions_Answers_28 Aug 2020.pdf	PDF	Aug 28, 2020
USEB132009_Sabre Street_Revised Drawing C-02_28 Aug 2020.pdf	PDF	Aug 28, 2020
Solicitation Amendment_W50S9A-20-B-0001-0003 Repair Water Mains and Roads.pdf	PDF	Aug 28, 2020
USEB132019_Patriot Way_Revised Drawing GC-03_27 Aug 2020.pdf	PDF	Aug 27, 2020
Repair Water Mains and Roads_Questions_Answers_27 Aug 2020.pdf	PDF	Aug 27, 2020
USEB132001_Mustang Lane_Revised Drawing GC-03_27 Aug 2020.pdf	PDF	Aug 27, 2020
W50S9A-20-B-0001-0002_Repair Water Mains and Roads.pdf	PDF	Aug 27, 2020
USEB132001_Mustang_IRP Summary and Locations Rev2_27 Aug 2020.pdf	PDF	Aug 27, 2020
Solicitation Amendment_W50S9A-20-B-0001-0001_Repair Water Mains and Roads.pdf	PDF	Aug 25, 2020
Mustang RFI 01_Marked Drawing.pdf	PDF	Aug 25, 2020
Repair Water Mains and Roads_Questions_Answers_24 Aug 2020.pdf	PDF	Aug 25, 2020
USEB132001_Mustang_Building Fire Suppression List.pdf	PDF	Aug 25, 2020
USEB132009_Sabre Street_Geotech Report.pdf	PDF	Jul 31, 2020
USEB132001_Mustang_Geotechnical Report.pdf	PDF	Jul 31, 2020
USEB132001_Mustang Lane_BN Justification_KO Signed_Redacted.pdf	PDF	Jul 31, 2020
USEB132001_Mustang Lane_Specifications_23Jul20.pdf	PDF	Jul 31, 2020
USEB132019_Patriot Way_Design Narrative.pdf	PDF	Jul 31, 2020
USEB132019_Patriot Way_Specifications_23Jul20.pdf	PDF	Jul 31, 2020
W50S9A-20-B-0001 Repair Water Mains and Roads.pdf	PDF	Jul 31, 2020
USEB132009_Sabre Street_Specifications_23Jul20.pdf	PDF	Jul 31, 2020
USEB132019_Patriot Way_Geotechnical Report.pdf	PDF	Jul 31, 2020
USEB132001_Mustang_Design Narrative.pdf	PDF	Jul 31, 2020
USEB132001_Mustang_Env Summary.pdf	PDF	Jul 31, 2020
USEB132009_Sabre Street_Design Narrative.pdf	PDF	Jul 31, 2020

Show all 24

On GovTribe

Work with this file

Download the original file
Contacts named in this file
Similar government files
Ask GovTribe AI about this file

Try for free Login

Text version

The file's text, extracted by GovTribe without its formatting.

AutoCAD SHX Text 12"

AutoCAD SHX Text 6"

AutoCAD SHX Text 2"

AutoCAD SHX Text 6 3/4"

AutoCAD SHX Text 8"

AutoCAD SHX Text R=3/4"

AutoCAD SHX Text 12"

AutoCAD SHX Text 6"

AutoCAD SHX Text 2"

AutoCAD SHX Text 12"

AutoCAD SHX Text R=1"

AutoCAD SHX Text R=1/2"

AutoCAD SHX Text 7 1/2"

AutoCAD SHX Text NOTES: 1. COMPACTED UNTREATED BASE MATERIAL, SEE COMPACTED UNTREATED BASE MATERIAL, SEE SPECIFICATIONS. 2. CONTRACTION JOINTS SHALL BE PLACED AT 10' SPACING. CONTRACTION JOINTS SHALL BE PLACED AT 10' SPACING. EXPANSION JOINTS OF 1/2" PREMOLDED JOINT FILLER SHALL BE PLACED AT BACK OF CURB AND AT 50' MAXIMUM SPACING. 3. ALL EXPOSED SURFACES OF CURB AND GUTTER SHALL ALL EXPOSED SURFACES OF CURB AND GUTTER SHALL BE GIVEN A MORTAR BRUSH COAT CONSISTING OF ONE PART PORTLAND CEMENT, ONE PART SAND AND THEN TROWELED SMOOTH.

AutoCAD SHX Text

SEE NOTE 3

AutoCAD SHX Text

SEE NOTE 3

AutoCAD SHX Text 1 1/2"

AutoCAD SHX Text

FINISH

AutoCAD SHX Text

TROWELED

AutoCAD SHX Text 1/2" R, AutoCAD SHX Text 1"

AutoCAD SHX Text 6"

AutoCAD SHX Text

VARIES

AutoCAD SHX Text

VARIES

AutoCAD SHX Text

TYP

AutoCAD SHX Text

TYP

AutoCAD SHX Text EXPANSION JOINTS OF 1/2" PREMOLDED JOINT FILLER SHALL BE PLACED AT 50' SPACING AND WHERE GUTTER BUTTS OTHER CONCRETE STRUCTURES. UNTREATED BASE AND SUBGRADE PREPARATION SHALL MATCH ADJACENT PAVING.

AutoCAD SHX Text 1.

AutoCAD SHX Text 2.

AutoCAD SHX Text

NOTES:

AutoCAD SHX Text

COMPACTED UNTREATED BASE MATERIAL

AutoCAD SHX Text

TYPE A

AutoCAD SHX Text

TYPE B

AutoCAD SHX Text

TYPE C

AutoCAD SHX Text

TYPE D

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text

CURB AND GUTTER

AutoCAD SHX Text

NTS

AutoCAD SHX Text C

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text

CONCRETE CROSS GUTTER

AutoCAD SHX Text

NTS

AutoCAD SHX Text C

AutoCAD SHX Text

REINFORCEMENT (2) #4 @ 8" O.C.

AutoCAD SHX Text R=1 1/2"

AutoCAD SHX Text

PAVEMENT

AutoCAD SHX Text NOTES: 1. CONTRACTION JOINTS SHALL BE PLACED AT 10' SPACING. CONTRACTION JOINTS SHALL BE PLACED AT 10' SPACING. EXPANSION JOINTS OF 1/2" PREMOLDED JOINT FILLER SHALL BE PLACED AT BACK OF CURB AND AT 50' MAXIMUM SPACING. 2. ALL EXPOSED SURFACES OF CURB AND GUTTER SHALL ALL EXPOSED SURFACES OF CURB AND GUTTER SHALL BE GIVEN A MORTAR BRUSH COAT CONSISTING OF ONE PART PORTLAND CEMENT, ONE PART SAND AND THEN TROWELED SMOOTH.

AutoCAD SHX Text

TYPE G UNTREATED BASE COURSE

AutoCAD SHX Text

PROPERLY PREPARE SUBGRADE

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text

CONCRETE CURB

AutoCAD SHX Text

NTS

AutoCAD SHX Text C

AutoCAD SHX Text

9" BASE

AutoCAD SHX Text 1'-0"

AutoCAD SHX Text 6"

AutoCAD SHX Text

FINISH

AutoCAD SHX Text

GRADE

AutoCAD SHX Text 6"

AutoCAD SHX Text 2'-6"

AutoCAD SHX Text 12"

AutoCAD SHX Text

SLOPE

AutoCAD SHX Text 1'-6"

AutoCAD SHX Text

ROAD BASE

AutoCAD SHX Text

PAVING

AutoCAD SHX Text

GEOTEXTILE SEPARATOR FABRIC

AutoCAD SHX Text

12" MIN

AutoCAD SHX Text R=1"

AutoCAD SHX Text

9" BASE

AutoCAD SHX Text 1'-0"

AutoCAD SHX Text 6"

AutoCAD SHX Text

FINISH

AutoCAD SHX Text

GRADE

AutoCAD SHX Text 6"

AutoCAD SHX Text 2'-6"

AutoCAD SHX Text 6"

AutoCAD SHX Text

SLOPE

AutoCAD SHX Text 2'-0"

AutoCAD SHX Text 7"

AutoCAD SHX Text

ROAD BASE

AutoCAD SHX Text

PAVING

AutoCAD SHX Text

GEOTEXTILE SEPARATOR FABRIC

AutoCAD SHX Text

12" MIN

AutoCAD SHX Text 7"

AutoCAD SHX Text NATIVE TOPSOIL (TYPE K MATERIAL) IN AGRICULTURAL AND LANDSCAPED AREAS AS NOTED 80% COMPACTION (MOUND TRENCH FOR SETTLEMENT UNLESS OTHERWISE APPROVED BY ENGINEER)

AutoCAD SHX Text

TRENCH IN PIPE ZONE SHALL HAVE VERTICAL WALLS WHERE

AutoCAD SHX Text

NOT TO BE USED WITHOUT APPROVAL OF ENGINEER.

AutoCAD SHX Text

FOR DEPTH OVER 3.5 FT SHORING OR SHEATHING REQUIRED.

AutoCAD SHX Text

SEE NOTE 2

AutoCAD SHX Text

STABLE SOIL EXISTS.

AutoCAD SHX Text

COMBINATION VERTICAL/SLOPING TRENCH

AutoCAD SHX Text

SLOPING TRENCH WALL

AutoCAD SHX Text

MAX UNSUPPORTED HEIGHT=3.5 FT.

AutoCAD SHX Text

VERTICAL TRENCH WALL

AutoCAD SHX Text

ALTERNATE TRENCH SECTIONS

AutoCAD SHX Text 2.

AutoCAD SHX Text C

AutoCAD SHX Text B

AutoCAD SHX Text

NOTES:

AutoCAD SHX Text 1.

AutoCAD SHX Text 2.

AutoCAD SHX Text 1.

AutoCAD SHX Text

BEDDING

AutoCAD SHX Text

PIPE

AutoCAD SHX Text A

AutoCAD SHX Text 1.

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text A

AutoCAD SHX Text B

AutoCAD SHX Text C

AutoCAD SHX Text B

AutoCAD SHX Text C

AutoCAD SHX Text A

AutoCAD SHX Text

MIN

AutoCAD SHX Text V

AutoCAD SHX Text H

AutoCAD SHX Text

TRENCH WIDTH

AutoCAD SHX Text

1. TRENCH EXCAVATIONS TO BE IN ACCORDANCE WITH OSHA SAFETY TRENCH EXCAVATIONS TO BE IN ACCORDANCE WITH OSHA SAFETY AND HEALTH STANDARDS FOR CONSTRUCTION. (29 CFR 1926). 2. CONTRACTOR TO PROVIDE SHORING OR TRENCH BOX IN ROADWAY CONTRACTOR TO PROVIDE SHORING OR TRENCH BOX IN ROADWAY AREAS TO MINIMIZE TRENCH WIDTH. 3. CONTRACTOR TO PROVIDE ALL DEWATERING MEASURES AS CONTRACTOR TO PROVIDE ALL DEWATERING MEASURES AS REQUIRED. GROUNDWATER ELEVATION SHALL BE MAINTAINED 2-FEET BELOW BOTTOM OF TRENCH UNTIL BACKFILL IS COMPLETE.

AutoCAD SHX Text

REQUIRES IMPROVED PIPE ZONE BACKFILL OR INCREASE IN PIPE CLASS

AutoCAD SHX Text

PIPE ZONE

AutoCAD SHX Text

PIPE

AutoCAD SHX Text

ZONE

AutoCAD SHX Text 12"

AutoCAD SHX Text

%%UNOTES:

AutoCAD SHX Text

TRENCH ZONE

AutoCAD SHX Text

VARIES, SEE PROFILE

AutoCAD SHX Text

6" MIN BEDDING

AutoCAD SHX Text

1. SEE SPECIFICATIONS FOR DEFINITION OF BACKFILL SEE SPECIFICATIONS FOR DEFINITION OF BACKFILL MATERIAL AND COMPACTION REQUIREMENTS. 2. IMPORT BACKFILL REQUIRED FOR TRENCH BACKFILL IMPORT BACKFILL REQUIRED FOR TRENCH BACKFILL UNDER CONTAMINATED (SEE PLANS) ROADWAY AREAS, UNLESS CONTRACTOR DEMONSTRATES THAT SUITABLE ON-SITE MATERIAL CAN BE PROCESSED TO MEET SPECIFIED BACKFILL REQUIREMENTS. 3. NATIVE MATERIAL MEETING SPECIFICATION REQUIREMENT NATIVE MATERIAL MEETING SPECIFICATION REQUIREMENT FOR 'SUITABLE MATERIAL' MAY BE USED FOR TRENCH ZONE BACKFILL IN UNIMPROVED AREAS. 4. IN UNIMPROVED AREAS, STRIP TOP 8" OF SOIL AND IN UNIMPROVED AREAS, STRIP TOP 8" OF SOIL AND STOCKPILE PRIOR TO TRENCH EXCAVATION. 5. IF NATIVE SOILS DO NOT PROVIDE A FIRM, STABLE IF NATIVE SOILS DO NOT PROVIDE A FIRM, STABLE FOUNDATION, AS DETERMINED BY ENGINEER, OVER EXCAVATE BELOW BOTTOM OF TRENCH AND BACKFILL WITH TRENCH STABILIZATION MATERIAL AS SHOWN. 6. TOP 6" OF TRENCH BACKFILL BENEATH THE TOPSOIL TOP 6" OF TRENCH BACKFILL BENEATH THE TOPSOIL LAYER SHOULD BE INSTALLED, SMOOTHED, BUT LEFT UN-COMPACTED.

AutoCAD SHX Text

FOR SURFACE RESTORATION REQUIREMENTS IN PAVED AREAS SEE

AutoCAD SHX Text

PAVED AREAS

AutoCAD SHX Text

UNIMPROVED AREAS

AutoCAD SHX Text

TYPE M OR TYPE G MATERIAL

AutoCAD SHX Text

12" CLEARANCE MIN 24" CLEARANCE MAX

AutoCAD SHX Text

6" MIN UNTREATED BASE MATERIAL (TYPE G MATERIAL)

AutoCAD SHX Text

PAVEMENT

AutoCAD SHX Text

10" MIN

AutoCAD SHX Text

- SPRINGLINE OF PIPE

AutoCAD SHX Text

NTS

AutoCAD SHX Text

TYPICAL TRENCH BACKFILL SECTION

AutoCAD SHX Text

AutoCAD SHX Text C

AutoCAD SHX Text

NTS

AutoCAD SHX Text

EXCAVATION SECTION

AutoCAD SHX Text

AutoCAD SHX Text C

AutoCAD SHX Text

TYPICAL TRENCH

AutoCAD SHX Text

TYPE M OR TYPE G MATERIAL

AutoCAD SHX Text

WARNING TAPE, SEE SPECIFICATIONS

AutoCAD SHX Text

TRENCH WALL

AutoCAD SHX Text

SEE NOTE 6

AutoCAD SHX Text

TYPE C MATERIAL

AutoCAD SHX Text ENGINEER DIRECTED TRENCH STABILIZATION MATERIAL (TYPE F) ENCASE ROCK IN WOVEN GEOTEXTILE FABRIC

AutoCAD SHX Text

TYPE C MATERIAL, ALL PIPE MATERIALS

AutoCAD SHX Text C

AutoCAD SHX Text

PIPE OD

AutoCAD SHX Text

SYMMETRICAL

AutoCAD SHX Text NOTES: 1. FORM 4-FOOT THICK EARTH WALL TO REPLACE PIPE ZONE FORM 4-FOOT THICK EARTH WALL TO REPLACE PIPE ZONE AND BEDDING MATERIAL. MATERIAL TO BE SILTY SAND OR SAND AND 20 LB BENTONITE CLAY PER CUBIC YARD OR COHESIVE SOIL WITH NO LESS THAN 20 PERCENT PASSING A NO. 200 SIEVE AND HAVING A PLASTICITY INDEX GREATER THAN 10 OR APPROVED EQUAL. 2. PLACE CUTOFF WALLS AS NOTED ON PLANS.PLACE CUTOFF WALLS AS NOTED ON PLANS.

AutoCAD SHX Text

SECTION

AutoCAD SHX Text

PROFILE

AutoCAD SHX Text

TYPICAL TRENCH

AutoCAD SHX Text

GROUNDWATER CUT-OFF WALL

AutoCAD SHX Text

TOP OF TRENCH

AutoCAD SHX Text

BOTTOM OF TRENCH

AutoCAD SHX Text

GROUNDWATER CUT-OFF WALL

SCALE:

AutoCAD SHX Text

TRENCH PLUG

AutoCAD SHX Text

NTS

AutoCAD SHX Text C

AutoCAD SHX Text

FINISH GRADE

AutoCAD SHX Text 1 1/2 " R, AutoCAD SHX Text

TYP

AutoCAD SHX Text

PAVEMENT

AutoCAD SHX Text

SURFACE

AutoCAD SHX Text

JOINT, TYP

AutoCAD SHX Text

EXPANSION

AutoCAD SHX Text 6"

AutoCAD SHX Text

SCORED CONTROL

AutoCAD SHX Text

JOINT, TYP

AutoCAD SHX Text 10'-0"

AutoCAD SHX Text 6"

AutoCAD SHX Text

SLOPE

AutoCAD SHX Text 5'-0"

AutoCAD SHX Text NOTES: 1. EXPANSION JOINTS OF 1/2" PREMOLDED JOINT FILLER EXPANSION JOINTS OF 1/2" PREMOLDED JOINT FILLER SHALL BE PLACED 1/4" BELOW FINISHED SURFACE OF CONCRETE. 2. DEPTH OF CONTROL JOINTS SHALL BE APPROXIMATELY DEPTH OF CONTROL JOINTS SHALL BE APPROXIMATELY ONE QUARTER OF CONCRETE SLAB THICKNESS, BUT NOT LESS THAN 1-INCH. 3. ALL EXPOSED SURFACES OF CURB SHALL BE GIVEN A ALL EXPOSED SURFACES OF CURB SHALL BE GIVEN A MORTAR BRUSH COAT CONSISTING OF ONE PART PORTLAND CEMENT, ONE PART SAND AND THEN TROWEL SMOOTH.

AutoCAD SHX Text

COMPACTED UNTREATED BASE MATERIAL

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text

CONCRETE MOW STRIP

AutoCAD SHX Text

NTS

AutoCAD SHX Text C

AutoCAD SHX Text

SECTION

AutoCAD SHX Text

PLAN

AutoCAD SHX Text C

AutoCAD SHX Text

AutoCAD SHX Text C

AutoCAD SHX Text

AutoCAD SHX Text C

AutoCAD SHX Text

AutoCAD SHX Text P:\Utah ANG\Repair Road & Water Main\Drawings\Sht\Sabre Street\3811701_GC-03.dwg Plotted: 8/27/2020 3:04 PM By: Brandon Ashcroft Plotted: 8/27/2020 3:04 PM By: Brandon Ashcroft8/27/2020 3:04 PM By: Brandon Ashcroft By: Brandon AshcroftBrandon Ashcroft

AutoCAD SHX Text

REVIEW

AutoCAD SHX Text

REVISIONS

AutoCAD SHX Text

NO.

AutoCAD SHX Text

DATE

AutoCAD SHX Text

DESCRIPTION

AutoCAD SHX Text

REV. BY

AutoCAD SHX Text

DESIGN

AutoCAD SHX Text

BAR IS ONE INCH ON

AutoCAD SHX Text

ORIGINAL DRAWING

AutoCAD SHX Text

PROJECT

AutoCAD SHX Text

NUMBER

AutoCAD SHX Text

DATE:

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

DRAWING NO.

AutoCAD SHX Text

APPROVED

AutoCAD SHX Text

CHECKED

AutoCAD SHX Text

DRAWN

AutoCAD SHX Text

DESIGN

AutoCAD SHX Text

UTAH AIR NATIONAL GUARD

AutoCAD SHX Text

REPAIR WATER MAINS AND ROADS, SABRE STREET

AutoCAD SHX Text

SALT LAKE CITY, UT

AutoCAD SHX Text 381-17-01

AutoCAD SHX Text

DECEMBER 2019

AutoCAD SHX Text

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text G

AutoCAD SHX Text I

AutoCAD SHX Text S

AutoCAD SHX Text T

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text P

AutoCAD SHX Text R

AutoCAD SHX Text O

AutoCAD SHX Text F

AutoCAD SHX Text E

AutoCAD SHX Text S

AutoCAD SHX Text I

AutoCAD SHX Text O

AutoCAD SHX Text N

AutoCAD SHX Text A

AutoCAD SHX Text L

AutoCAD SHX Text E

AutoCAD SHX Text N

AutoCAD SHX Text G

AutoCAD SHX Text I

AutoCAD SHX Text N

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text No. 189253

AutoCAD SHX Text

KIRK D.

AutoCAD SHX Text S

AutoCAD SHX Text T

AutoCAD SHX Text A

AutoCAD SHX Text T

AutoCAD SHX Text E

AutoCAD SHX Text O

AutoCAD SHX Text F

AutoCAD SHX Text U

AutoCAD SHX Text T

AutoCAD SHX Text A

AutoCAD SHX Text H

AutoCAD SHX Text

BAGLEY

AutoCAD SHX Text 12/16/2019

AutoCAD SHX Text

J. COLLINS

AutoCAD SHX Text

B. ASHCROFT

AutoCAD SHX Text

K. BAGLEY

AutoCAD SHX Text

K. BAGLEY

AutoCAD SHX Text

CIVIL

AutoCAD SHX Text

GENERAL CIVIL

AutoCAD SHX Text

DETAILS - 3

AutoCAD SHX Text

GC-03

AutoCAD SHX Text

1 8-28 BA ADDENDUM #02

File details come from the government source that posted it. Updated Aug 28, 2020.