USEB132019_Patriot Way_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 covers repairs on Mustang Lane and North Loop for an estimated $5-10 million. There are also two option items to complete similar work on Patriot Way and Sabre Street. Services required include replacing water lines and laterals, installing fire hydrants and storm drains, and reconstructing roads and associated infrastructure. A pre-bid conference will be held on August 11th and bids are due August 31st. The period of performance is 365 days from notice to proceed. This opportunity is set aside for small businesses only in NAICS code 237110.

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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
Repair Water Mains and Roads_Questions_Answers_27 Aug 2020.pdf	PDF	Aug 27, 2020
USEB132009_Sabre Street_Revised Drawing GC-03_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

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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.

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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.

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CURB AND GUTTER

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CONCRETE CROSS GUTTER

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

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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.

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TYPE G UNTREATED BASE COURSE

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PROPERLY PREPARE SUBGRADE

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9" BASE

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ROAD BASE

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PAVING

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GEOTEXTILE SEPARATOR FABRIC

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12" MIN

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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)

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TRENCH IN PIPE ZONE SHALL HAVE VERTICAL WALLS WHERE

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NOT TO BE USED WITHOUT APPROVAL OF ENGINEER.

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FOR DEPTH OVER 3.5 FT SHORING OR SHEATHING REQUIRED.

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SEE NOTE 2

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STABLE SOIL EXISTS.

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COMBINATION VERTICAL/SLOPING TRENCH

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SLOPING TRENCH WALL

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MAX UNSUPPORTED HEIGHT=3.5 FT.

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VERTICAL TRENCH WALL

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ALTERNATE TRENCH SECTIONS

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BEDDING

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PIPE

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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.

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REQUIRES IMPROVED PIPE ZONE BACKFILL OR INCREASE IN PIPE CLASS

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PIPE ZONE

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PIPE

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TRENCH ZONE

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VARIES, SEE PROFILE

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6" MIN BEDDING

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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.

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FOR SURFACE RESTORATION REQUIREMENTS IN PAVED AREAS SEE

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PAVED AREAS

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TYPE M OR TYPE G MATERIAL

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12" CLEARANCE MIN 24" CLEARANCE MAX

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6" MIN UNTREATED BASE MATERIAL (TYPE G MATERIAL)

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PAVEMENT

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10" MIN

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- SPRINGLINE OF PIPE

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EXCAVATION SECTION

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WARNING TAPE, SEE SPECIFICATIONS

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TRENCH WALL

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TYPE C MATERIAL

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TYPE C MATERIAL, ALL PIPE MATERIALS

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PIPE OD

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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.

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SECTION

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GROUNDWATER CUT-OFF WALL

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SURFACE

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JOINT, TYP

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EXPANSION

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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.

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AutoCAD SHX Text P:\Utah ANG\Repair Road & Water Main\Drawings\Sht\Patriot Way\3811702_GC-03.dwg Plotted: 8/27/2020 3:05 PM By: Brandon Ashcroft Plotted: 8/27/2020 3:05 PM By: Brandon Ashcroft8/27/2020 3:05 PM By: Brandon Ashcroft By: Brandon AshcroftBrandon Ashcroft

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REVIEW

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UTAH AIR NATIONAL GUARD

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REPAIR WATER MAINS AND ROADS, PATRIOT WAY

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SALT LAKE CITY, UT

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DECEMBER 2019

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KIRK D.

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BAGLEY

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J. COLLINS

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B. ASHCROFT

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K. BAGLEY

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K. BAGLEY

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CIVIL

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GENERAL CIVIL

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DETAILS - 3

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GC-03

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1 8-28 BA ADDENDUM #02

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