23PW05 - Project Drawings.pdf
PDF 3 MB Posted
- Solicitation number
- S-25700-00003668
- Issued by
- Klamath County, Oregon
About this file
This file contains project drawings for the City of Roseburg's Public Works Department Storm Pipe Rehabilitation project along Vine Street-Alameda Avenue (Project #23PW05), prepared by the Water Department with a design date of June 13, 2022. The project involves the rehabilitation of storm drainage pipes using Cured-in-Place Pipe (CIPP) technology with UV cure methodology across multiple segments. The scope encompasses five pipe sections: an 85-foot segment of 48-inch diameter pipe with 1.62% slope, a 398-foot segment of 48-inch diameter pipe with 2% slope, and three 42-inch diameter segments measuring 313 feet (4.07% slope), 334 feet (3% slope), and 257 feet (8.59% slope). The project involves six existing manholes (MH 1224, MH 1225, MH 1204, MH 1250, MH 1251, and MH 1252) with depths and invert elevations specified for each access point.
The contractor is responsible for all bypass pumping, traffic control measures compliant with MUTCD standards, and manhole modifications necessary to accommodate liner installation, including potential removal and replacement of cone sections on the 48-inch diameter structures fitted with 24-inch diameter rims. CIPP thickness specifications are based on ASTM F1216 and F2019 standards with UV cure application, with final thickness determined by contractor-submitted physical property test results and material certification. All work must comply with specified performance standards, and traffic may be restricted to one lane during daytime working hours with approved traffic control plans submitted to the City for advance approval.
View the file
Other files
| File | Type | Posted |
|---|---|---|
| S-25700-00003668 RFPAttD.doc | DOC document | |
| S-25700-00003668 RFPAttB.doc | DOC document | |
| S-25700-00003668 Repair- frml RFP - Corrected.doc | DOC document | |
| S-25700-00003668 RFPAttC.doc | DOC document | |
| MEETING MINUTES- Pre-Proposal Meeting Agenda with Q-A.pdf | ||
| S-25700-00003668 RFPAttA Repair- ContractForServices.DOC | DOC document | |
| S-25700-00003668 RFPAttG.doc | DOC document | |
| S-25700-00003668 RFPAttH Guardian Survey.pdf | ||
| S-25700-00003668 RFPAttF.doc | DOC document | |
| S-25700-00003668 RFPAttE- Price Proposal Form.docx | DOCX document |
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Text version
PROJECT SITE
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STORM PIPE REHABILITATION
VINE SREET-ALAMEDA AVENUE
1. CONTRACTOR IS RESPONSIBLE FOR ALL BYPASS PUMPING IF FLOWS
ARE PRESENT.
2. CIPP INSTALLATION SHALL UTILIZE UV CURE.
3. CIPP (UV CURE)
THICKNESS = REFER TO PIPE THICKNESS TABLE.
ASTM F1216 AND F2019
CIPP-UV THICKNESS COULD BE REDUCED WITH A HIGHER
FLEXURAL MODULUS AT THE CONTRACTOR OPTION BASED UPON
FINAL LABORATORY RESULTS OF INSTALLED MATERIAL.
4. THICKNESSES SHOWN ARE BASED ON MINIMUM VALUES FOR
PHYSICAL PROPERTIES OF CIPP FOUND IN ASTM D790 AND THE
SPECIFICATIONS. FINAL THICKNESS OF CIPP MAY VARY FROM VALUE
SHOWN, BASED UPON CONTRACTORS SUBMITTED PHYSICAL
PROPERTIES FOR MATERIALS. CERTIFIED MATERIAL TESTING
RESULTS OF FINAL LINER INSTALLED WILL DETERMINE IF THICKNESS
SUPPLIED MEEETS THE REQUIREMENTS IN ACCORDANCE WITH ASTM
F1216.
5. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL TRAFFIC CONTROL
MEASURES REQUIRED TO INSTALL CIPP. TRAFFIC CONTROL PLANS
SHALL COMPLY WITH MUTCD AND BE SUBMITTED TO CITY FOR
APPROVAL PRIOR TO START OF WORK. (TRAFFIC MAY BE RESTRICTED
TO ONE LANE WHEN NECESSARY, WITH APPROVED TRAFFIC
CONTROL, AND ALL WORK CAN BE COMPLETED DURING DAYTIME
HOURS.)
6. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING SPACE IN
EACH MANHOLE TO INSTALL THE NEW LINER OR PLACE ANY
EQUIPMENT NECESSARY TO COMPLETE ALL WORK BETWEEN THE
STRUCTURES. MANHOLES HAVE A 24" DIAMETER RIM ON A 48" CONE
SECTION. REMOVAL OF THE CONE OR SUBSEQUENT LOWER SECTION
OF THE 48" DIAMETER BARREL MAY BE NECESSARY TO INSTALL THE
LINER. MANHOLE SECTIONS SHALL BE PROTECTED FROM DAMAGE
DURING REMOVAL. USE RAM-NEK GASKETS OR OTHER APPROVED
JOINT MATERIALS TO PROVIDE A WATERTIGHT SEAL.
GENERAL NOTES
PROJECT #23PW05
GENERAL NOTES # 6 COVERS
RESPONSIBILITY OF CONTRACTOR
TO ACCESS EACH MANHOLE BY
REMOVAL/REPLACEMENT OF
SECTIONS IF NECESSARY
MH 1224
INVERT 11.1'
MH 1225
INVERT 14'
MH 1204
INVERT 8.5'
MH 1250
INVERT 7.5'
MH 1251
INVERT 7.5'
MH 1252
INVERT 8'
PIPE: 48" DIA
ULTRA FLO
LENGTH: 85'
SLOPE: 1.62% +/-
PIPE" 48" DIA
ULTRA FLO
LENGTH: 398'
SLOPE: 2% +/-
PIPE: 42" DIA ULTRA FLO
LENGTH: 313 FT
SLOPE: 4.07% +/-
PIPE: 42" DIA ULTRA FLO
LENGTH: 334 FT
SLOPE: 3% +/-
PIPE: 42" DIA ULTRA FLO
LENGTH: 257 FT
SLOPE: 8.59% +/-
STORM PIPE REHABILITATIONVINE-ALAMEDA AVENUE
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STORM PIPE REHABILITATION
VINE-ALAMEDA AVENUE
Disclaimer: The utility information provided on this map, other than the City's water and storm sewer, is for internal City employee use only. No guarantees on accuracy of information provided. The city of Roseburg shall not be responsible for any direct, indirect, incidental, or consequential damages caused by mistakes or omissions, deletions, errors or defects in this information.
Feet
62.5
| Sheets and Views |
| Alameda CIPP Rehab-11x17 Land (1) |
| Alameda CIPP Rehab.pdf2.pdf |
| Sheets and Views |
| Alameda CIPP Rehab-11x17 Land (2) |
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