Phase 1 (050225).pdf
PDF 6 MB Posted
- Attached to
- Water Treatment Plant Upgrades
- Solicitation number
- 23-9360WTP1
- Issued by
- Adams County, Aurora City, Colorado
About this file
This document is a comprehensive set of engineering and design plans for the Avondale Water and Sanitation District's Upgrades to Potable Water Treatment Plant (Phase 1) located in Avondale, Colorado. The project involves a significant upgrade and renovation of the existing water treatment facility, including replacing yard piping, demolishing and removing existing exterior and interior piping and filters, and installing a new filter system. The project is scheduled for bid receipt on Friday, June 13, 2025, at 2 pm local time, with a mandatory pre-bid conference on May 28, 2025, at 1 pm at the district's facility. The expected project duration is 90 days, and bidding documents are available through the designated website https://www.bidnetdirect.com/colorado/avondalewater-co.
The project involves multiple water treatment buildings (WTP Bldg. #1, #2, and #3), with detailed plans for site modifications, piping configurations, filter replacements, and infrastructure improvements. The engineering plans include extensive technical specifications for trench details, anchor bolt installations, concrete thrust block configurations, and tracer wire installations. Bidders are required to attend the mandatory pre-bid conference to be eligible to submit a bid, and all official notifications and addenda will be published exclusively on the designated bidding website. The project is being managed by Jesik Consulting, located in Pueblo, Colorado, with contact information provided for potential bidders seeking additional information.
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Other files
| File | Type | Posted |
|---|---|---|
| phase 1 bid add.pdf |
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Text version
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CS-1
LEGEND
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PLAN SHEET INDEX:
Sheet P-1: Exisitng Site Plan
Sheet P-3: Demolition (Plan & Cross Section)
Sheet N-1: Notes Sheet P-2: Demolition Plan (Site)
Sheet P-6: Proposed Raw Water Piping
Sheet L-1: Label Description
Sheet P-5: Proposed Site Plan
Sheet P-7: Proposed Filter & Piping Sheet P-8: Proposed Exterior Piping Sheet CS-1: Cross Sections- 1 Sheet CS-2: Cross Sections- 2 Sheet CS-3: Cross Sections- 3 Sheet D-1: Details- 1 Sheet D-2: Details- 2
Sheet P-4: Deep Well Piping
WTP BLDG. #1
WTP BLDG. #2
WTP BLDG. #3
(Not in Service)
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IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO INSURE THAT ALL WORK IS
PERFORMED IN ACCORDANCE WITH THE APPLICABLE STANDARDS AND
REGULATIONS SET FORTH BY THE OCCUPATIONAL HEALTH ND ADMINISTRATION
(O.S.H.A).
NO FIELD CHANGES SHALL BE MADE WITHOUT PRIOR WRITTEN APPROVAL OF
THE ENGINEER.
SUBMITTALS SHALL BE MADE FOR ALL MATERIALS TO BE INCORPORATED INTO
THIS PROJECT.
UTILITY LINES ARE SHOWN BASED ON THE BEST AVAILABLE INFORMATION AT
THE TIME OF DESIGN. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE
VERIFICATION AND PROTECTION OF ALL UTILITIES IN PLACE.
THE CONTRACTOR SHALL CONTACT THE UTILITY NOTIFICATION CENTER OF
COLORADO AT 1-800-922-1987 THREE BUSINESS DAYS IN ADVANCE OF
EXCAVATION OR DIRT WORK. FOR A LIST OF SPECIFIC CONTACTS SEE
SPECIFICATIONS.
THE CONTRACTOR SHALL PROTECT AND MAINTAIN ALL UTILITIES AND
STRUCTURES AFFECTED BY THE WORK AND ANY DAMAGE SHALL BE REPAIRED
AND RESTORED TO THE SATISFACTION OF THE ENGINEER. THE CONTRACTOR IS
RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL UTILITIES DURING
CONSTRUCTION. THE CONTRACTOR SHALL COORDINATE ALL UTILITY
RELOCATIONS AS NECESSARY.
THE CONTRACTOR SHALL NOTIFY ANY PRIVATE UTILITIES IN THE WORK AREA.
TEMPORARY COVER SHALL BE AT LEAST 18 INCHES OVER ANY GAS LINES.
FINISH GRADE SHALL BE AT LEAST 2 FEET AND NO MORE THAN 6 FEET OVER
THE GAS CONDUIT.
THE CONTRACTOR SHALL OBTAIN ANY UTILITY PERMITS AND APPROVED
TRAFFIC CONTROL PLANS PRIOR TO COMMENCING CONSTRUCTION ACTIVITIES.
THE PHYSICAL FEATURES WITHIN THE LIMITS OF THE PROJECT HAVE BEEN
SHOWN BASED ON THE BEST AVAILABLE INFORMATION AT THE TIME OF THE
DESIGN. THE ENGINEERING ASSUMES NO RESPONSIBILITY FOR THE ACCURACY
OF THE FEATURES SHOWN. THE CONTRACTOR SHALL REVIEW AND VERIFY
EXISTING PHYSICAL FEATURES AND ELEVATIONS AND INFORM THEMSELVES OF
THE CONDITIONS TO BE ENCOUNTERED DURING CONSTRUCTION.
WORK OR STORAGE IN ANY PRIVATE OR PUBLIC AREAS NOT INDICATED IN THE
PLANS OR SPECIFICATIONS MUST BE APPROVED IN WRITING BY THE PROPERTY
OWNER OR REPRESENTATIVE.
ALL CONSTRUCTION IS TO INCLUDE COMPACTION, TRAFFIC CONTROL, FENCE
REPAIR, AND FINISH GRADING IN THE UNIT PRICE OF THE RELATED WORK ITEM.
ALL WORK IS TO BE DONE TO THE LINES, GRADES, SECTIONS, AND ELEVATIONS
SHOWN ON THE PLANS UNLESS OTHERWISE NOTED OR APPROVED BY THE
ENGINEER.
ALL MATERIALS AND WORKMANSHIP SHALL BE SUBJECT TO INSPECTION AND
APPROVAL BY THE OWNER AND ENGINEER.
THE ENGINEER SHALL BE NOTIFIED WITHIN 48 HOURS OF STARTING
CONSTRUCTION.
PAYMENT, DIMENSIONS, AND RADII ARE SHOWN TO THE FLOWLINE UNLESS
OTHERWISE NOTED.
THE CONTRACTOR SHALL LIMIT CONSTRUCTION ACTIVITIES TO THOSE AREAS
WITHIN THE LIMITS OF DISTURBANCE AND/OR TOES OF SLOPE SHOWN ON THE
PLANS AND CROSS SECTIONS. ANY DISTURBANCE BEYOND THESE LIMITS SHALL
BE RESTORED TO ORIGINAL CONDITIONS BY THE CONTRACTOR AT HIS/HER
EXPENSE. CONSTRUCTION PARKING OF VEHICLES OR EQUIPMENT, DISPOSAL
OF LITTER, AND ANY OTHER ACTION WHICH WOULD ALTER EXISTING
CONDITIONS.
THE CONTRACTOR SHALL NOT REMOVE AND SHALL PROTECT FROM DAMAGE
ALL TREES, SHRUBS, AND EXISTING IMPROVEMENTS INSIDE AND OUTSIDE OF
THE LIMITS OF WORK. SPECIFIC PROVISIONS ARE SHOWN IN THE PLANS.
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THE CONTRACTOR SHALL BE RESPONSIBLE FOR FURNISHING ALL LABOR,
MATERIAL, EQUIPMENT, AND INCIDENTAL ITEMS NEEDED TO PROVIDE
ADEQUATE CONSTRUCTION SIGNING, BARRICADES, TRAFFIC CONTROL
DEVICES, AND OTHER RELATED ITEMS FOR THE PROJECT AREA DURING
CONSTRUCTION.
THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND ELEVATIONS PRIOR TO
THE START OF WORK. THIS IS TO BE CONSIDERED INCIDENTAL AND THE COST
OF THIS ITEM IS TO BE INCLUDED IN OTHER PAY ITEMS.
COORDINATE AWSD CUSTOMER NOTIFICATION AND SHUT OFF WITH AWSD
STAFF. THIS INCLUDES PROVIDING AN ACCURATE WORK SCHEDULE SO
CUSTOMERS CAN BE NOTIFIED IN A TIMELY MANNER.
WATER MAIN MAY BE BORED OR OPEN CUT.
1.
2.
3.
4.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE LEGAL DISPOSAL
OF ANY EXCESS SOIL, DEBRIS AND WASTE MATERIAL OFF OF THE SITE.
ANY SOIL LYING BELOW THE SUBGRADE WHICH IS DISTURBED BY
CONSTRUCTION OPERATIONS SHALL BE REMOVED AND REPLACED
WITH STRUCTURAL FILL IN ACCORDANCE WITH SPECIFICATION
REQUIREMENTS.
ANY MATERIAL NOT SUITABLE FOR BACKFILL SHALL BE REMOVED FROM
THE SITE AND DISPOSED OF BY AND AT THE EXPENSE OF THE
CONTRACTOR.
CONTRACTOR IS RESPONSIBLE FOR ALL DEWATERING COSTS
ALT Alternate ASTM Americal Society of Testing & Materials AVC Arkansas Valley Conduit AWWA American Water Works Association CDOT Colorado Department of Transportation CIP Cast Iron Pipe C/L Center Line C/S Cross Section DWG Drawing DI (or) DIP Ductile Iron Pipe DIA Diameter EA Each ELEV Elevation EX Existing GPM Gallons Per Minute GV Gate Valve HDPE High-Density Polyethylene INV Invert LF Linear Foot MIN Minimum MJ Mechanical Joint N/A Not Applicable NO Number NTS Not to Scale PVC Polyvinyl Chloride SCH Schedule TYP Typical
NO TREES SHALL BE REMOVED OR TRIMMED WITHOUT PRIOR
ACKNOWLEDGEMENT FROM THE PROPERTY OWNER AND/OR ENGINEER.
THE CONTRACTOR SHALL PROTECT THE EXISTING DRAINAGE STRUCTURES AND
RE-ROUTE ANY RUNOFF AS NECESSARY DURING CONSTRUCTION ACTIVITIES TO
PREVENT EROSION AND DAMAGE. SILT, TRASH AND OTHER CONSTRUCTION
DEBRIS SHALL E REMOVED FROM STRUCTURES DURING AND UPON
COMPLETION OF CONSTRUCTION.
THE CONTRACTOR SHALL PROVIDE SAFE PEDESTRIAN ACCESS OR LIMIT
ACCESS AT ALL TIMES DURING THE PROJECT.
THE CONTRACTOR SHALL CLOSELY MONITOR HEAVY CONSTRUCTION
EQUIPMENT ACCESS THROUGH THE PROJECT AND NEIGHBORING AREAS.
WATER SHALL BE USED AS A DUST PALLIATIVE WHERE REQUIRED. THE COST OF
WATER SHALL BE INCIDENTAL TO OTHER BID ITEMS.
PHYSICAL FEATURES THAT REQUIRE REMOVAL SHALL BECOME THE PROPERTY
OF THE OWNER.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR PRESERVING ANY MONUMENT,
RANGE POINTS, TIES, BENCHMARKS, AND/OR SURVEY CONTROL POINTS.
DESTROYED OR DAMAGED POINTS SHALL BE REFERENCED AND REPLACED
WITH AN APPROPRIATE MONUMENT BY REGISTERED PROFESSIONAL LAND
SURVEYOR AUTHORIZED TO PRACTICE LAND SURVEYING IN COLORADO.
ANY DISCREPANCY IN THESE PLANS SHOULD BE BROUGHT TO THE IMMEDIATE
ATTENTION OF THE ENGINEER.
ALL WORK WITHOUT A SPECIFIC BID ITEM IS INCIDENTAL TO OTHER PAY ITEMS.
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WTP BLDG. #1
WTP BLDG. #3
(Not in Service)
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P-3
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Cross Section G - Existing Piping WTP Bldg. #1
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WTP BLDG. #3
(Not in Service)
D16
D17
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H1 D1
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F1
D3 D4 D5
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G2
G3 D7D8
D10
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B C
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C S
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D
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Cross Section D - Proposed Filter and Piping WTP Bldg. #1
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Cross Section B - Proposed Filter and Piping WTP Bldg. #1
D11
Pumps & Piping Design in Progress For Phase 2
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Cross Section E - Proposed Filter and Piping WTP Bldg. #1
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Cross Section C - Proposed Filter and Piping WTP Bldg. #1
G6
Pumps & Piping Design in Progress For Phase 2
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PROPOSED TRENCH DETAIL
4 Min.
Installation Depth
4.5
0.750.75
3/4"-101.125
1.469
ANCHOR BOLTS
HOLE DRILL & SEAL
7/8"
ELEVATION
SECTION A-A
2" GALVANIZED DOOR
TRACK
DOOR OVERLAPS JAMB
1" EACH SIDE
5/16"-12 X 1"
SELF DRILLING TEK
SCREW
16 GA. "C" SHAPED
MUNTINS
OPENING WIDTH
16 GA. "C" SHAPED
END STILES
2" ROLLER W/ STEEL
STEM
14 GA. (MIN.)
GRADUATED END
HINGE
1/4"-14
SHEET METAL
SCREWS
(TYP. ALL HINGES)
14 GA. (MIN.) #1
COMMERCIAL HINGE
STEEL JAMBS BY
OTHERS:
MINIMUM LEG = 2 1/2"
(2) GALV. INTERIOR
STEP PLATES
6"X8" PAD
REQ'D
DIE-CAST ALUMINUM
CABLE DRUM
CENTERLINE OF
SPRINGS
A A
B
B
GALVANIZED RETAINER
W/ PVC ASTRAGAL
DEEP SHIPLAP JOINT
EXTERIOR IS 16 GA.
CONTINUOUS COIL,
ACID TREATED AND
PRE-PAINTED PRIOR TO
MANUFACTURING WITH
A 2-COAT SYSTEM OF
POLYESTER PAINT WITH
A TOTAL THICKNESS OF
.9 MIL
SECTION B-B
GALVANIZED,
ADJUSTABLE TOP
BRACKET
GRADUATED,
GALVANIZED STEEL
END HINGE
(4) FASTENERS
MINIMUM FOR
ATTACHMENT
MUNTINS & END
STILES ARE
GALVANIZED STEEL
AND FIT THE
CONTOUR OF THE
SECTION. MUNTINS &
END STILES WILL BE
SECURED TO THE
PANELS WITH 1/8"
FASTENERS &
ADHESIVE.
DEPTH INTO ROOM
12' (FINISH
HEIGHT)
EXTEND JAMBS TO
SLAB BOTTOM
HEADROOM
SIDE ELEVATION
STANDARD LIFT
TYPICAL STANDARD INSULATED
(R-12) GARAGE DOOR REVERSE ANCHOR ASSEMBLY DETAIL
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Finished Grade
Coil Wires Counter Clockwise
18"x18"x6" Conc. Pad (See Valve Notes)
Gate Valve (See Detail)
Tracer Wire Splice Tracer Wires with "3M" Type DBY-6 Low Voltage Direct Bury Splice or Equal Install per Manufacturer's Instructions
NOTE:
Space Tracer Wire Test Stations at 500' Max. Spacing
Tape Wire on each side of Fittings and at 10' Max. on Centers along Top of Pipe of Loop Wire around each pipe section 2 or 3 times w/ 2" PVC Tape
Installation at Valve
TRACER WIRE INSTALLATION AND TEST STATION DETAIL
Not to Scale
AREA
PIPE ID FIGURE FIGURE
1.53.06.0
INTO CONCRETE)
(EXTEND 2'
#5 REBAR
AREA (T
YP)
BEARING
EARTH
UNDISTURBED
(FIGURE 2)
(FIGURE 4)(FIGURE 3)
(FIGURE 1)
FIGURE 4,FIGURE 3,
21 45°45°90°
CONC/CU YDSBEARING AREA IN SQ FT
1.52.54.02
1.01.53.01
0.51.01.51
0.50.51.01
4815116
361184
24753
12432
12222
12"
10"
8"
6"
4"
TRENCH
UNDISTURBED
SOIL
TRENCH
BEARING
(TYP)
45°
TYP
D
7"
NOTES:
1. Bearing Surfaces Shown in the Chart are Minimum Square Feet.
2. Based on 150 PSI Internal Pipe Pressure Plus Water Hammer.
4", 6", 8" & 12" Water Hammer=110 PSI
3. Based on 3000 psf Soil Bearing Capacity, Use Type ll Portland Cement 3000 PSI Concrete.
4. All Valves, Tees, Bends and Plugs shall be Restrained and Thrust Blocked.
11-1/4°22-1/2°
HORIZONTAL OR UPWARD VERTICAL BEND DOWNWARD VERTICAL BEND
CROSS TEE, PLUG OR CAP
22-1/2° 11-1/4°
CONCRETE THRUST BLOCK DETAILS
CONCRETE ENCASEMENT DETAILS
OVERFLOW PIPE REPLACEMENT
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| AWSD TP-P1-Cover |
| Sheets and Views |
| AWSD TP-P1-Cover |
| AWSD TP-P1- Exst. Site Plan |
| Sheets and Views |
| AWSD TP-P1- Exst. Site Plan |
| AWSD TP-P1-Notes |
| Sheets and Views |
| AWSD TP-P1-Notes |
| AWSD TP-P1-Demolition |
| Sheets and Views |
| AWSD TP-P1-Demolition |
| AWSD TP-P1- Floor Plan & Section |
| Sheets and Views |
| AWSD TP-P1- Floor Plan & Section |
| AWSD TP-P1-Labels |
| Sheets and Views |
| AWSD TP-P1-Labels |
| AWSD TP-P1-Deep Well |
| Sheets and Views |
| AWSD TP-P1-Deep Well |
| AWSD TP-P1-Pro. Site Plan |
| Sheets and Views |
| AWSD TP-P1-Pro. Site Plan |
| AWSD TP-P1-Pro. Raw Water Piping |
| Sheets and Views |
| AWSD TP-P1-Pro. Raw Water Piping |
| AWSD TP-P1-Pro. Filter and Piping |
| Sheets and Views |
| AWSD TP-P1-Pro. Filter and Piping |
| AWSD TP-P1-Pro. Exterior Piping |
| Sheets and Views |
| AWSD TP-P1-Pro. Exterior Piping |
| AWSD TP-P1-Cross Sections-1 |
| Sheets and Views |
| AWSD TP-P1-Cross Sections-1 |
| AWSD TP-P1-Cross Sections-2 |
| Sheets and Views |
| AWSD TP-P1-Cross Sections-2 |
| AWSD TP-P1-Cross Sections-3 |
| Sheets and Views |
| AWSD TP-P1-Cross Sections-3 |
| AWSD TP-P1-Details-1 |
| Sheets and Views |
| AWSD TP-P1-Details-1 |
| AWSD TP-P1-Details-2 |
| Sheets and Views |
| AWSD TP-P1-Details-2 |
File details come from the government source that posted it. Updated .