20241016 Military & Altamont Storm Line FINAL SIGNED.pdf

PDF 4 MB Posted Oct 16, 2024

Attached to: 23PW14 - Military and Altamont Storm Water Improvements
Solicitation number: S-KR1079-00011862
Issued by: Douglas County, Oregon

About this file

Written by GovTribe AI · Oct 17, 2024

This document outlines a project for the Military and Altamont Storm Water Improvements Project #23PW14 for the City of Roseburg, Oregon. The project involves the installation of approximately 400 linear feet of new 12-inch storm water pipe, construction of two new storm water manholes, installation of a new ditch inlet, pavement repair, and other related storm water infrastructure improvements along Military Avenue and Altamont Street. The project is designed by the City of Roseburg Public Works Department, with construction expected to take place in October 2024. Contractor responsibilities include verifying utility locations, obtaining necessary permits, protecting survey monuments, and recording all changes to the construction plans.

Pricing terms, set asides, or funding details are not provided in the document. The construction is funded by the City of Roseburg and is subject to their standard specifications and requirements. The document does not indicate an incumbent contractor or the current environment for this type of work. Key requirements focus on erosion control, traffic control, restoration of pavement and landscaping, and coordination with utility providers during construction.

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Other files

File	Type	Posted
Addendum # 2 - Q&A Revised Appendix D RFP 24-046 COA~1.pdf	PDF	Oct 16, 2024
23PW14 - Addendum No. 1.pdf	PDF	Oct 16, 2024
23PW14 - Notice of Intent to Award.pdf	PDF	Oct 16, 2024
23PW14 - Military and Altamont - Bid Docs.pdf	PDF	Oct 16, 2024
23PW14 - Bid Opening Results.pdf	PDF	Oct 16, 2024

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MILITARY AND ALTAMONT

STORM WATER IMPROVEMENTS

PROJECT #23PW14

Call before you dig.

Know what's below.

ATTENTION:

OWNER:

CITY OF ROSEBURG

900 SE DOUGLAS AVE

ROSEBURG OR, 97490

CIVIL ENGINEER:

CITY OF ROSEBURG

PUBLIC WORKS DEPARTMENT

JESTEN BRENNER, P.E.

541-492-6730

JBRENNER@ROSEBURGOR.GOV

UTILITIES:

PACIFIC POWER

WILL HOUCK

541-679-3604

AVISTA UTILITIES

RYAN FORSLOFF

541-440-1162

ROSEBURG URBAN SANITARY AUTHORITY (RUSA)

JIM BAIRD

541-672-1551

LINE IS 1 INCH

AT FULL SCALE

DESIGNED: DRAWN:

REVISIONS

IF NOT 1-INCH - SCALE ACCORDINGLY

DRAWING NO.

SHEET NO.

DATE

PROJECT NO.

CITY OF ROSEBURG

Public Works Department

900 SE Douglas Ave.

Roseburg OR 97470

MILITARTY AND ALTAMONT STORM WATER

COVER

IMPROVEMENTS

cov

OCT 2024

23PW14

JDBJDB

GENERAL

PROJECT LOCATION

VICINITY MAP

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OREGON

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CIVIL

OREGON STANDARD DRAWING REFERENCE

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OREGON LAW REQUIRES YOU TO FOLLOW RULES

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ADOPTED BY THE OREGON UTILITY NOTIFICATION

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CENTER. THOSE RULES ARE SET FORTH IN

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OAR 952-001-0010 THROUGH 952-001-0090.

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YOU MAY OBTAIN COPIES OF THE RULES BY

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CALLING THE CENTER AT (503) 232-1987.

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%%UDWG NO. SHEET NO. DESCRIPTION

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COVER ABBREVIATIONS, SYMBOLS, LEGEND GENERAL NOTES PROJECT AREAS

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COV G1 G2 G3

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PLAN AND PROFILE STA 0+00 TO 1+60 PLAN AND PROFILE STA 1+60 TO 4+24

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AutoCAD SHX Text TRENCH BACKFILL, BEDDING, PIPE ZONE STREET CUT STANDARD STORM SEWER MANHOLE STANDARD MANHOLE DETAILS PIPE TO STRUCTURE CONNECTIONS STANDARD MANHOLE BASE SECTIONS PIPE TO MANHOLE CONNECTIONS MANHOLE COVERS AND FRAMES DITCH INLET TYPE D

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RD300 RD302 RD335 RD336 RD339 RD344 RD345 RD356 RD370

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DETAILS

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LINE IS 1 INCH

AT FULL SCALE

DESIGNED: DRAWN:

REVISIONS

IF NOT 1-INCH - SCALE ACCORDINGLY

DRAWING NO.

SHEET NO.

DATE

PROJECT NO.

CITY OF ROSEBURG

Public Works Department

900 SE Douglas Ave.

Roseburg OR 97470

MILITARY AND ALTAMONT STORM WATER

ABBREVIATIONS, SYMBOLS & LEGEND

IMPROVEMENTS

OCT 2024

23PW14

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PRESSURE TREATED DOUG. FIR

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AIR RELEASE VALVE

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ARV

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HOSE BIB

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SVC

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SERVICE

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SLAB-ON-GRADE

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SOG

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REDUCER

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RDCR

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PIPE SUPPORT

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PLUG VALVE

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FLOW ELEMENT

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FLANGE COUPLING ADAPTER

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FCA

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HIGH DENSITY POLYETHYLENE

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HDPE

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TOE

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TOE OF BANK

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TOP BACK CURB

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TBC

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NIC

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NOT IN CONTRACT

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STATION

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STA

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LEFT

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CUL

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CULVERT

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RIGHT

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LAT

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LATERAL

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VALVE

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VLV

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PTDF

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ADAPTER

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ADPTR

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GATE VALVE

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FIRE HYDRANT

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STORM DRAIN

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SANITARY SEWER

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STANDARD

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STAINLESS STEEL

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SPECIFICATIONS

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RIGHT OF WAY

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REQUIRED

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PAVEMENT

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POUNDS PER SQUARE FOOT

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PRESSURE

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PLATE

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PERFORATED

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OVERFLOW

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STD

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HIGH POINT

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EXTERIOR

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EACH WAY

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ELBOW

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EACH

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DIAMETER

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CENTER

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COUPLING

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CORPORATION

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CLEAN OUT

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CATCH BASIN

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COMBINATION AIR RELEASE VALVE

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BENCH MARK

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ALUMINUM

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LPT

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HPT

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EXT

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DIA

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AUX

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AUXILIARY

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AGGREGATE

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POWER POLE/UTILITY POLE

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MANHOLE

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LENGTH

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POWER INPUT

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ON CENTER

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MASTER

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RADIUS

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POLYVINYL CHLORIDE

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POUNDS PER SQUARE INCH

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PUMPING STATION

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PRESSURE MAIN

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PHASE (ELEC)/PUMP

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OUTSIDE DIAMETER

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TYPICAL

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THREADED

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SUBMERSION

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SQUARE

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STEEL

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SECTION

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SCHEDULE

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MECHANICAL JOINT

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MFR

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MSTR

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REINF

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PVC

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PSI

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STL

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SEC

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SCH

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TYP

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THD

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AIR

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BLDG

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BKFL

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CAST IRON

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CONDUIT

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BUILDING

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BACKFILL

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ASPHALTIC CONCRETE

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DRAIN

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E/ELEC

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EL/ELEV

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EFF

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DWG

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DIP

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CONN

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CONC

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CMP

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FEET

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GPD,H,M

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GND

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GIP

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GALV

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FLG

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FF/FIN FLR

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FORCE MAIN

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GROUND (ELEC)

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GALVANIZED IRON PIPE

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GALVANIZED

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FLANGED

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FINISH FLOOR

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FLOOR DRAIN

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ELECTRICAL

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ELEVATION

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EFFLUENT

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DRAWING

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DUCTILE IRON PIPE

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CONTINUOUS

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CONSTRUCTION

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CONNECTION

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CONCRETE

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CONTROL

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CORRUGATED METAL PIPE

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GALLONS PER DAY, HOUR, MINUTE

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TRANS

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TRANSITION

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FIBER OPTIC

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EDGE OF PAVEMENT

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EOP

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FOC

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FACE OF CURB

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FINISH GRADE

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TOB

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TOP OF BANK

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TRANSITION COUPLING

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TCPLG

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CONTROL POINT

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TELEPHONE

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POINT OF CURVATURE

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POINT OF COMPOUND CURVE

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PCC

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POINT ON CURVE

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POC

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FLOWLINE

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POINT OF TANGENCY

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TOW

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TOP OF WALL

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TOF

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TOP OF FOOTING

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ABBREVIATIONS

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GRAVITY SEWER LINE

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NATURAL GAS LINE

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FIRE HYDRANT

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WATER VALVE

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POWER POLE

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SIDEWALK, CURB & GUTTER

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POWER POLE W/GUY WIRE

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UNDERGROUND TELEPHONE LINE

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STREET SIGN

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SANITARY SEWER MANHOLE = SS

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STORM DRAIN MANHOLE = D

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CATCH BASIN

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PROPERTY LINE/ROW

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PROPERTY CORNER

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REFLECTOR / MILE MARKER

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EDGE OF GRAVEL

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EDGE A.C. PAVEMENT

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LEGEND

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ELECTRICAL PEDESTAL

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UNDERGROUND ELECTRIC

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MAILBOX

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WATER METER

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STORM DRAIN/ CULVERT

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SANITARY SEWER CLEANOUT

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TELEPHONE PEDESTAL

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UNDERGROUND TELEVISION

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STOP BAR

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STREAM/DITCH

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BRUSH

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BUILDING

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SURVEY CONTROL POINT

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FENCE

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CP#4

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EXISTING GROUND CONTOURS

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WATER LINE

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DRAWN ON DWG NO. D3

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SECTION DESIGNATION

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DRAWN ON DWG NO. C5

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DETAIL DESIGNATION

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REFERENCE SYMBOLS

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OREGON STANDARD DRAWINGS

OSD

DESIGNED: DRAWN:

REVISIONS

IF NOT 1-INCH - SCALE ACCORDINGLY

DRAWING NO.

SHEET NO.

DATE

PROJECT NO.

CITY OF ROSEBURG

Public Works Department

900 SE Douglas Ave.

Roseburg OR 97470

MILITARY AND ALTAMONT STORM WATER

NOTES

IMPROVEMENTS

OCT 2024

23PW14

JDBJDB

GENERAL

83982PE

OREGON

I N

R E

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1. ALL WORK AND MATERIALS SHALL CONFORM TO THE CURRENT ALL WORK AND MATERIALS SHALL CONFORM TO THE CURRENT EDITION OF THE OREGON STANDARD SPECIFICATIONS FOR CONSTRUCTION AS AMENDED BY THE CITY OF ROSEBURG PUBLIC WORKS STANDARDS AND CONSTRUCTION REQUIREMENTS PER THE PUBLIC WORKS DIRECTOR. ALL WORK WITHIN THE PUBLIC RIGHT-OF-WAY OR PUBLIC EASEMENTS REQUIRES A PUBLIC WORKS PERMIT. 2. THE CONTRACTOR IS RESPONSIBLE FOR THE PROCUREMENT OF THE CONTRACTOR IS RESPONSIBLE FOR THE PROCUREMENT OF ALL APPLICABLE PERMITS, LICENSES AND CERTIFICATES RELATIVE TO THE TRADES TO COMPLETE THE PROJECT AND FOR THE USE OF SUCH WORK WHEN COMPLETED. COMPLIANCE SHALL BE AT ALL LEVELS, FEDERAL, STATE, COUNTY, AND LOCAL, RELATING TO THE PERFORMANCE OF WORK. 3. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION AND ARRANGE FOR THE RELOCATION OF ANY IN CONFLICT WITH THE PROPOSED CONSTRUCTION. THE LOCATIONS, DEPTH, AND DESCRIPTION OF EXISTING UTILITIES SHOWN WERE COMPILED FROM AVAILABLE RECORDS AND-OR FIELD SURVEYS. THE ENGINEER OR UTILITY COMPANIES DO NOT GUARANTEE THE ACCURACY OF THE COMPLETENESS OF SUCH RECORDS. ADDITIONAL UTILITIES MAY EXIST WITHIN THE WORK AREA. 4. OREGON LAW REQUIRES THE CONTRACTOR TO FOLLOW RULES OREGON LAW REQUIRES THE CONTRACTOR TO FOLLOW RULES ADOPTED BY THE OREGON UTILITY NOTIFICATION CENTER. THOSE RULES ARE SET FORTH IN OAR 052-001-0010 THROUGH OAR 952-001-0000. THE CONTRACTOR MAY OBTAIN COPIES OF THE RULES FROM THE CENTER BY CALLING TOLL FREE TO (877)668-4001 OR BY ACCESSING THE INTERNET AT WWW.CALLBEFOREYOUDIG.ORG. THE CONTRACTOR MUST NOTIFY THE CENTER AT LEAST TWO (2) BUSINESS DAYS, BUT NOT MORE THAN TEN (10) BUSINESS DAYS, BEFORE COMMENCING AN EXCAVATION. CALL TOLL FREE TO (800)332-2344. 5. THE CONTRACTOR SHALL MAKE PROVISIONS TO KEEP ALL THE CONTRACTOR SHALL MAKE PROVISIONS TO KEEP ALL EXISTING UTILITIES (INCLUDING NON-LOCATABLE) IN SERVICE AND PROTECT THEM DURING CONSTRUCTION. CONTRACTOR SHALL BE RESPONSIBLE FOR THE IMMEDIATE NOTIFICATION OF DAMAGE TO UTILITIES AND THE REPAIR OR REPLACEMENT OF DAMAGED UTILITIES USING MATERIALS AND METHODS APPROVED BY THE UTILITY OWNER. NO SERVICE INTERRUPTIONS SHALL BE PERMITTED WITHOUT PRIOR WRITTEN AGREEMENT WITH THE UTILITY OWNER. 6. THE CONTRACTOR SHALL NOTIFY PROJECT ENGINEER AND CITY OF THE CONTRACTOR SHALL NOTIFY PROJECT ENGINEER AND CITY OF ROSEBURG PUBLIC WORKS INSPECTOR FORTY-EIGHT (48) HOURS IN ADVANCE OF STARTING CONSTRUCTION AND TWENTY-FOUR (24) HOURS BEFORE RESUMING WORK AFTER SHUT DOWNS, EXCEPT FOR NORMAL RESUMPTION OF WORK FOLLOWING SATURDAYS, SUNDAYS OR HOLIDAYS. 7. THE CONTRACTOR SHALL REMOVE AND DISPOSE OF ALL TREES, THE CONTRACTOR SHALL REMOVE AND DISPOSE OF ALL TREES, STUMPS, ROOTS, TOPSOIL, AND OTHER MATERIAL AND WHERE INDICATED ON THE PLANS. MATERIALS SHALL BE DISPOSED OF IN SUCH A MANNER AS TO MEET ALL APPLICABLE REGULATIONS. NO BURNING IS ALLOWED WITHIN CITY LIMITS. 8. ALL CONSTRUCTION VEHICLES SHALL PARK ON THE ALL CONSTRUCTION VEHICLES SHALL PARK ON THE CONSTRUCTION SITE OR AT A LOCATION(S) INDICATED ON THE APPROVED PLAN. HOURS OF CONSTRUCTION FOR PUBLIC IMPROVEMENTS SHALL BE 7:30 AM TO 5:00 PM, MONDAY THROUGH FRIDAY. CONSTRUCTION OF PUBLIC IMPROVEMENTS IS PROHIBITED SATURDAY, SUNDAY, AND GOVERNMENT HOLIDAYS. CONSTRUCTION ACTIVITIES INCLUDE ALL FIELD MAINTENANCE OF EQUIPMENT, REFUELING, AND PICK-UP OR DELIVERY OF EQUIPMENT AS WELL AS THE ACTUAL CONSTRUCTION ACTIVITY. 9. THE CONTRACTOR SHALL KEEP AN APPROVED SET OF PLANS ON THE CONTRACTOR SHALL KEEP AN APPROVED SET OF PLANS ON THE PROJECT SITE AT ALL TIMES. 10. THE CONTRACTOR SHALL PERFORM ALL WORK NECESSARY TO THE CONTRACTOR SHALL PERFORM ALL WORK NECESSARY TO COMPLETE THIS PROJECT IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS INCLUDING SUCH INCIDENTALS AS MAY BE NECESSARY TO MEET THE INTENT OF THE PROJECT CONTRACT DOCUMENTS AND APPLICABLE AGENCY REQUIREMENTS. 11. IF GROUND WATER SPRINGS OR TILED DRAINAGE SYSTEMS ARE IF GROUND WATER SPRINGS OR TILED DRAINAGE SYSTEMS ARE ENCOUNTERED DURING CONSTRUCTION, THE CONTRACTOR SHALL IMMEDIATELY CONTACT THE PROJECT ENGINEER. THE PROJECT ENGINEER SHALL DIRECT THE CONTRACTOR TO TAKE MEASURES TO ENSURE THAT THE WATER IS NOT CONVEYED THROUGH UTILITY TRENCHES AND THE NATURAL FLOW PATH OF THE SPRING IS ALTERED AS LITTLE AS PRACTICABLE. IMPACTS AND MITIGATION SHALL BE ADDRESSED FOR CITY APPROVAL. 12. THE CONTRACTOR SHALL POTHOLE AND VERIFY LOCATION AND THE CONTRACTOR SHALL POTHOLE AND VERIFY LOCATION AND DEPTH OF ALL EXISTING UTILITIES PRIOR TO THE START OF CONSTRUCTION. THE CONTRACTOR SHALL TAKE ALL NECESSARY FIELD MEASUREMENTS AND OTHERWISE VERIFY ALL DIMENSIONS AND EXISTING CONSTRUCTION CONDITIONS INDICATED AND OR SHOWN ON THE PLANS. EXISTING CONDITIONS SHALL BE VERIFIED PRIOR TO THE ORDERING OF ANY PRE-CONSTRUCTED OR PRE-FORMED EQUIPMENT. SHOULD ANY ERROR OR INCONSISTENCY EXIST, THE CONTRACTOR SHALL NOT PROCEED WITH THE WORK AFFECTED UNTIL REPORTED TO THE PROJECT ENGINEER FOR CLARIFICATION OR CORRECTION. 13. ANY INSPECTION BY THE CITY, COUNTY, STATE, FEDERAL AGENCY, ANY INSPECTION BY THE CITY, COUNTY, STATE, FEDERAL AGENCY, OR PROJECT ENGINEER SHALL NOT, IN ANY WAY RELIEVE THE CONTRACTOR FROM ANY OBLIGATION TO PERFORM THE WORK IN COMPLIANCE WITH THE APPLICABLE CODES AND REGULATIONS, CITY STANDARDS, AND PROJECT DOCUMENTS. 14. THE CONTRACTOR SHALL VERIFY CENTERLINE AND TOP OF CURB THE CONTRACTOR SHALL VERIFY CENTERLINE AND TOP OF CURB ELEVATIONS PRIOR TO CONSTRUCTION TO ENSURE COMPLIANCE WITH THE CONSTRUCTION DRAWINGS AND REPORT ANY DISCREPANCIES IMMEDIATELY TO THE PROJECT ENGINEER. 15. THE CONTRACTOR SHALL PROVIDE THE CITY AND PROJECT THE CONTRACTOR SHALL PROVIDE THE CITY AND PROJECT ENGINEER A TWENTY-FOUR (24) HOUR CONTACT PERSON AND NUMBER. 16. THE CONTRACTOR SHALL VERIFY TEMPORARY CONSTRUCTION THE CONTRACTOR SHALL VERIFY TEMPORARY CONSTRUCTION EASEMENTS PRIOR TO CONSTRUCTION. 17. THE CONTRACTOR SHALL RECORD ALL CHANGES TO THE THE CONTRACTOR SHALL RECORD ALL CHANGES TO THE CONSTRUCTION PLANS. CHANGES SHALL INCLUDE REFERENCE MEASUREMENTS, MATERIALS TYPE, AND UTILITIES NOT PREVIOUSLY SHOWN ON THE PLANS. INFORMATION SHALL BE SUBMITTED TO THE PROJECT ENGINEER FOR THE COMPLETION OF RECORD DRAWINGS. 18. ALL SURVEY MONUMENTS ON THE PROJECT'S SITE OR THAT MAY ALL SURVEY MONUMENTS ON THE PROJECT'S SITE OR THAT MAY BE SUBJECT TO DISTURBANCE WITHIN THE CONSTRUCTION AREA, OR THE CONSTRUCTION OF ANY OFF-SITE IMPROVEMENTS SHALL BE ADEQUATELY REFERENCED AND PROTECTED PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION ACTIVITY. IF THE SURVEY MONUMENTS ARE DISTURBED, MOVED, RELOCATED, OR DESTROYED AS A RESULT OF ANY CONSTRUCTION, THE CONTRACTOR SHALL, AT THEIR COST, RETAIN THE SERVICES OF A REGISTERED PROFESSIONAL LAND SURVEYOR IN THE STATE OF OREGON TO RESTORE THE MONUMENT TO ITS ORIGINAL CONDITION AND FILE THE NECESSARY SURVEYS AS REQUIRED BY OREGON STATE LAW. A COPY OF ANY RECORDED SURVEY SHALL BE SUBMITTED TO THE PROJECT ENGINEER OR AUTHORIZED REPRESENTATIVE. 19. THE CONTRACTOR IS REQUIRED TO METER CONSTRUCTION WATER THE CONTRACTOR IS REQUIRED TO METER CONSTRUCTION WATER THROUGH A CITY BULK WATER METER. CONTACT ROSEBURG UTILITY BILLING AT 541-492-6730 TO SET UP AN ACCOUNT. 20. ANY ROOTS ENCOUNTERED OVER 2 INCHES SHALL BE CUT WITH ANY ROOTS ENCOUNTERED OVER 2 INCHES SHALL BE CUT WITH SAW PERPENDICULAR TO TRENCH.

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GENERAL NOTES

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PAVING NOTES

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1. TRIM VEGETATION AS NEEDED PRIOR TO PAVING TO ENSURE ALL VEGETATION IS CLEAR OF TRIM VEGETATION AS NEEDED PRIOR TO PAVING TO ENSURE ALL VEGETATION IS CLEAR OF PAVING OPERATIONS. 2. ALL EDGES REMAINING AFTER COLD PLANE ASPHALT REMOVAL AND SAW CUTTING SHALL ALL EDGES REMAINING AFTER COLD PLANE ASPHALT REMOVAL AND SAW CUTTING SHALL REMAIN VERTICAL TO ALLOW FULL DEPTH ASPHALT PAVING. 3. ALL JOINTS BETWEEN NEW ASPHALTIC CONCRETE AND EXISTING OR NEW ASPHALT CONCRETE ALL JOINTS BETWEEN NEW ASPHALTIC CONCRETE AND EXISTING OR NEW ASPHALT CONCRETE SHALL BE TACKED AND SAND SEALED.

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EROSION CONTROL NOTES

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1. ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO ANY ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO ANY DISTURBANCE CAUSED BY GRADING AND SHALL CONFORM TO THE REQUIREMENTS OF STATE AND FEDERAL REGULATIONS AND TO THE SPECIFIC REQUIREMENTS CONTAINED IN THE SPECIFICATIONS. 2. ANY INLETS AND CATCH BASINS THAT MAY RECEIVE RUNOFF FROM THE PROJECT AREA ARE ANY INLETS AND CATCH BASINS THAT MAY RECEIVE RUNOFF FROM THE PROJECT AREA ARE TO BE PROTECTED PRIOR TO CONSTRUCTION. ALL INLETS AND CATCH BASINS ARE TO BE PROTECTED IN ACCORDANCE WITH ODOT/APWA STANDARDS FOR EROSION AND SEDIMENT CONTROL. 3. ALL PESTICIDES, PETROLEUM PRODUCTS, CHEMICALS OR OTHER POTENTIAL POLLUTANTS ALL PESTICIDES, PETROLEUM PRODUCTS, CHEMICALS OR OTHER POTENTIAL POLLUTANTS SHALL BE ADMINISTERED RESPONSIBLY WITH DISPOSAL AND SPILLS HANDLED IN ACCORDANCE WITH ALL LOCAL, STATE, AND FEDERAL REQUIREMENTS.

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STRIPING NOTES

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1. CONTRACTOR TO REPLACE, IN-KIND, ANY STRIPING REMOVE AND/OR DAMAGED AS PART OF CONTRACTOR TO REPLACE, IN-KIND, ANY STRIPING REMOVE AND/OR DAMAGED AS PART OF THE CONSTRUCTION ACTIVITIES. 2. ALL SIGNING AND PAVING MARKING MATERIAL AND WORKMANSHIP SHALL CONFORM TO THE ALL SIGNING AND PAVING MARKING MATERIAL AND WORKMANSHIP SHALL CONFORM TO THE REQUIREMENTS AND SPECIFICATIONS OF THE MANUAL AND UNIFORM TRAFFIC CONTROL DEVICES (MUTCD), AND 2021 APWA STANDARD SPECIFICATIONS. 3. ALL LONGITUDINAL STRIPING SHALL BE PAINT. TRANSVERSE PAVEMENT MARKINGS, INCLUDING ALL LONGITUDINAL STRIPING SHALL BE PAINT. TRANSVERSE PAVEMENT MARKINGS, INCLUDING CROSSWALKS, STOP BARS, BIKE SYMBOLS, AND STORM INLET MARKINGS, SHALL BE PREFORMED THERMOPLASTIC AS SHOWN AND SPECIFIED. CONTRACTOR IS RESPONSIBLE FOR LAYOUT AND STAKING OF ALL TRANSVERSE PAVEMENT MARKINGS.

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TRAFFIC CONTROL NOTES

1. THE CONTRACTOR SHALL SUBMIT A TRAFFIC CONTROL PLAN FOR APPROVAL PRIOR TO THE THE CONTRACTOR SHALL SUBMIT A TRAFFIC CONTROL PLAN FOR APPROVAL PRIOR TO THE START OF THE CONSTRUCTION IN ACCORDANCE WITH THE SPECIFICATIONS, CITY STANDARDS, AND THE CURRENT EDITION OF THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES. ALL FLAGGERS SHALL BE CERTIFIED BY THE STATE OF OREGON. 2. APPROPRIATE METHODS OF PEDESTRIAN AND VEHICULAR TRAFFIC CONTROL, INCLUDING APPROPRIATE METHODS OF PEDESTRIAN AND VEHICULAR TRAFFIC CONTROL, INCLUDING FLAGGERS, SHALL BE EMPLOYED BY THE CONTRACTOR TO THE EXTENT DEEMED NECESSARY BY THE TRAFFIC CONTROL SUPERVISOR AND AS APPROVED BY THE CITY TO PROTECT WORKERS OR THIRD PARTIES AND SAFELY ACCOMMODATE TRAFFIC THROUGH THE WORK ZONE. 3. THE CONTRACTOR SHALL COORDINATE ACCESS TO DRIVEWAYS WITH PROPERTY OWNERS. THE CONTRACTOR SHALL COORDINATE ACCESS TO DRIVEWAYS WITH PROPERTY OWNERS. ACCESS TO ROADWAY APPROACHES WITHIN THE PROJECT LIMITS SHALL BE MAINTAINED AT ALL TIMES. TRAFFIC PLATES SHALL BE USED, AND SECURED, IN A MANNER ACCEPTABLE TO THE CITY, ACROSS ALL TRENCHES BLOCKING DRIVEWAYS TO PROVIDE ACCESS AT ALL TIMES. AT NO TIMES SHALL CONTRACTORS DETAIN OR DELAY EMERGENCY VEHICLES.

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DRAWING NO.

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PROJECT NO.

CITY OF ROSEBURG

Public Works Department

900 SE Douglas Ave.

Roseburg OR 97470

MILITARY AND ALTAMONT STORM WATER

PROJECT AREA

IMPROVEMENTS

OCT 2024

23PW14

JDBJDB

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83982PE

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DRAWING NO.

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DATE

PROJECT NO.

CITY OF ROSEBURG

Public Works Department

900 SE Douglas Ave.

Roseburg OR 97470

MILITARY AND ALTAMONT STORM WATER

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23PW14

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ILITARY

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AutoCAD SHX Text STA 0+00 EX. MANHOLE RIM EL.= 440.05' I.E. 12" IN (S)= 436.90' 12" IN (S)= 436.90' I.E. 12" OUT (N)= 436.00'

AutoCAD SHX Text STA 0+85 NEW MANHOLE RIM EL.= 445.88' I.E. 12" IN (E)= 438.86' 12" IN (E)= 438.86' I.E. 12" IN (S)= 441.75' 12" IN (S)= 441.75'I.E. 12" OUT (N)= 438.76'

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L= 296' S= 0.006'/FT

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L= 85' S= 0.019'/FT

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EXISTING GROUND AT PIPE CENTERLINE, APPROXIMATE

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NEW 12" STORM LINE

AutoCAD SHX Text NOTES: 1. POTHOLE TO CONFIRM DEPTH AND LOCATION OF EXISTING UTILITIES POTHOLE TO CONFIRM DEPTH AND LOCATION OF EXISTING UTILITIES PRIOR TO INSTALLATION OF DRAINAGE PIPE. PROVIDE A MINIMUM OF 6" CLEARANCE BETWEEN NEW STORM AND WATER/SANITARY SEWER. 2. CONTRACTOR SHALL CONFIRM FIELD CONDITIONS PRIOR TO ORDERING CONTRACTOR SHALL CONFIRM FIELD CONDITIONS PRIOR TO ORDERING PRE-CAST STRUCTURES. ANY NON-CONFORMING INFORMATION DISCOVERED IN FIELD MUST BE SUBMITTED TO ENGINEER.

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SEWER LATERAL

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EX. WATER MAIN

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STORM LATERAL

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INSTALL 12-IN STORM WATER PIPE. REFER TO OSD RD300

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EX. EDGE OF AC

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INSTALL 48-IN STORM WATER MANHOLE. SEE OSD RD335,336,344,345,356

AutoCAD SHX Text CONFIRM DEPTH AND LOCATION OF SEWER LATERAL. ENSURE A MINIMUM OF 6" COVER BETWEEN NEW STORM LINE AND SEWER LATERAL.

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REMOVE EXISTING 12" STORM LINE.

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EX. WATER LINE

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EX. DITCH INLET. PROTECT IN PLACE.

AutoCAD SHX Text REMOVE EXISTING 12" RCP STORM LINE FROM STATION 0+02 TO 0+87. RETAIN (2) FEET OF EXISTING LINE FROM MANHOLE(STA 0+00) TO ATTACH NEW STORM PIPE.

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LEGEND NEW ASPHALT PAVEMENT APPROX. BOUNDARY NATIVE SOIL BACKFILL AREA.

AutoCAD SHX Text NEW ASPHALT SURFACING TO DEPTH SPECIFIED. REFER TO OST DRAWINGS RD302, DEPTH OF AC PER SECTION A/D1

AutoCAD SHX Text INSTALL NEW COUPLING TO CONNECT EXISTING RCP STORM LINE TO NEW STORM LINE. USE PE TO PE COUPLER PER MANUFACTURER'S REQUIREMENTS. SEE DETAIL

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EX. 12" STORMWATER LINE

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EX. DITCH INLET RIM EL.= 440.05' I.E. 12" OUT (N)= 436.90'12" OUT (N)= 436.90'

AutoCAD SHX Text STA 1+28 NEW MANHOLE RIM EL.= 448.05' I.E. 12" IN (E)= 439.39' 12" IN (E)= 439.39' I.E. 12" OUT (W)= 439.29'

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L= 43' S= 0.010'/FT

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AutoCAD SHX Text CONFIRM DEPTH AND LOCATION OF STORM WATER LATERAL. RE-CONNECT STORM LATERAL TO NEW STORM PIPE.

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CONFIRM DEPTH OF EXISTING STORM LINE AND CONNECT TO NEW MANHOLE.

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STA 1+28 NEW MANHOLE

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STA 0+85 NEW MANHOLE

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EXISTING 12" STORMLINE. PROTECT IN PLACE

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EX. EDGE OF AC

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REPLACE CURB WITH NEW AC CURB IN LIKE KIND

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PLACE CLEAR NATIVE SOIL MATERIAL SURFACING IN AREA SHOWN.

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DRAWING NO.

SHEET NO.

DATE

PROJECT NO.

CITY OF ROSEBURG

Public Works Department

900 SE Douglas Ave.

Roseburg OR 97470

MILITARY AND ALTAMONT STORM WATER

PLAN AND PROFILE STA 1+60 TO 4+24

IMPROVEMENTS

C101

OCT 2024

23PW14

JDBJDB

CIVIL

PROFILE VIEW - STA. 1+60 TO STA. 4+64

83982PE

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L= 296' S= 0.006'/FT

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HORIZONTAL

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AutoCAD SHX Text STA 4+24 NEW TYPE-D DITCH INLET TOP OF STRUCTURE EL.=444.96 BOTTOM OF GRATE EL.= 443.26' I.E. 12" OUT (W)= 441.16'

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NEW 12" STORM LINE

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AutoCAD SHX Text LEGEND ASPHALT SURFACE REPAIR APPROX. BOUNDARY GRAVEL SURFACE REPAIR APPROX.BOUNDARY

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INSTALL NEW TYPE-D DITCH INLET. REFER TO OSD RD370,339

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1.5-FT MINIMUM WIDTH AC PATCH. REPAIR AREA TO ALIGN WITH EXISTING EDGE OF AC

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RECONSTRUCT DITCH TO ALLOW UNOBSTRUCTED FLOW TO DITCH INLET

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NEW GRAVEL SURFACING. FORM GRAVEL SHOULDER AND TRANSITION TO DITCH FLOW LINE

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AutoCAD SHX Text PLACE UP TO 10 CUBIC YARDS OF CLASS 50 RIPRAP AROUND DITCH INLET FOR EROSION PROTECTION. CONFIRM BOUNDARY AND PLACEMENT WITH ENGINEER IN FIELD

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PLUG AND ABANDON EXISTING STORM CULVERT

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EXISTING ROAD SURFACE

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EXISTING MAILBOXES PROTECT IN PLACE

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EXISTING GROUND AT PIPE CENTERLINE, APPROXIMATE

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INSTALL 12-IN STORM WATER PIPE. REFER TO OSD RD300

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NEW ASPHALT SURFACING TO DEPTH SPECIFIED. REFER TO OST DRAWINGS RD302, DEPTH OF AC PER SECTION A/D1

DESIGNED: DRAWN:

REVISIONS

IF NOT 1-INCH - SCALE ACCORDINGLY

DRAWING NO.

SHEET NO.

DATE

PROJECT NO.

CITY OF ROSEBURG

Public Works Department

900 SE Douglas Ave.

Roseburg OR 97470

MILITARY AND ALTAMONT STORM WATER

DETAILS

IMPROVEMENTS

OCT 2024

23PW14

JDBJDB

CIVIL

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ROAD AND DITCH TYP SECTION

CHK'DMM/DD/YYREV. DESCRIPTION BY

4640 TRUEMAN BLVD

HILLIARD, OHIO 43026

NOTE: ALL DIMENSIONS

ARE ± 1/2 FOOT.

DRAWING NUMBER:

NTS

K.J.M.

2 FORMATTING UPDATES AND RENAMED TJR 02/19/16 CKS

NOTES:

1. CONNECTION AND PIPE TO BE BACKFILLED PER ASTM D2321, LATEST EDITION.

2. IN LIEU OF AN INTERNAL CYLINDER, AN HDPE WATERTIGHT REPAIR COUPLER CAN BE USED.

3. INTERNAL CYLINDER ADAPTER IS NOT RECOMMENDED FOR DOWNSTREAM CONNECTIONS.

REMOVE IB BELL

OR SPIGOT

HDPE PIPE TO

BE CONNECTED

EXISTING

RCP PIPE

FINISH GRADE

EXISTING

RCP PIPE

SECTION "A-A"

EXCAVATE EXISTING GRADE TO AVOID

SOIL INTRUSION & TO CREATE SAFE

WORK AREA

CLASS I BEDDING (OR AS SPECIFIED)

TO SUPPORT CONNECTION

DISSIMILAR MARMAC COUPLER

TO BE WRAPPED AROUND

CONNECTION.

USE MAR-MAC THAT IS ONE DIAMETER LARGER IN

ORDER TO PROVIDE ADEQUATE OVERLAP.

DISSIMILAR MARMAC

COUPLER TO BE

WRAPPED AROUND

CONNECTION

DISSIMILAR PIPE COUPLER

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FINISHED AC

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EXISTING SLOPE

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AGGREGATE SURFACING AS SPECIFIED

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NEW CLASS 50 RIP RAP PLACED TO THE BOUNDARIES AS DESCRIBED HEREIN

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ADVANCED DRAINAGE SYSTEMS, INC.

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SHEET

AutoCAD SHX Text ADVANCED DRAINAGE SYSTEMS, INC. ("ADS") HAS PREPARED THIS DETAIL BASED ON INFORMATION PROVIDED TO ADS. THIS DRAWING IS INTENDED TO DEPICT THE COMPONENTS AS REQUESTED. ADS HAS NOT PERFORMED ANY ENGINEERING OR DESIGN SERVICES FOR THIS PROJECT, NOR HAS ADS INDEPENDENTLY VERIFIED THE INFORMATION SUPPLIED. THE INSTALLATION DETAILS PROVIDED HEREIN ARE GENERAL RECOMMENDATIONS AND ARE NOT SPECIFIC FOR THIS PROJECT. THE DESIGN ENGINEER SHALL REVIEW THESE DETAILS PRIOR TO CONSTRUCTION. IT IS THE DESIGN ENGINEERS RESPONSIBILITY TO ENSURE THE DETAILS PROVIDED HEREIN MEETS OR EXCEEDS THE APPLICABLE NATIONAL, STATE, OR LOCAL REQUIREMENTS AND TO ENSURE THAT THE DETAILS PROVIDED HEREIN ARE ACCEPTABLE FOR THIS PROJECT.

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DIA. DET/RET SYSTEM

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DRAWN BY:

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DATE:

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CK'D BY:

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SCALE:

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HDPE TO RCP

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CONNECTION (MARMAC)

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STD-604

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SCALE: NTS

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SCALE: NTS

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NOTE 1. DEPTH OF AC IS 4-IN - (2) 2-IN LIFTSDEPTH OF AC IS 4-IN - (2) 2-IN LIFTS

DEPTH OF AC AS SPECIFIED. SEE NOTE 1

Sheets and Views

Military & Altamont Storm Line2.0-COVER

Military & Altamont Storm Line2.0-G1

Military & Altamont Storm Line2.0-G2

Military & Altamont Storm Line2.0-G3

Military & Altamont Storm Line2.0-C100

Military & Altamont Storm Line2.0-C101

Military & Altamont Storm Line2.0-D1

	2024-10-16T09:51:16-0700
Jesten Brenner

	2024-10-16T09:51:25-0700
Jesten Brenner

	2024-10-16T09:51:34-0700
Jesten Brenner

	2024-10-16T09:51:39-0700
Jesten Brenner

	2024-10-16T09:51:46-0700
Jesten Brenner

	2024-10-16T09:51:54-0700
Jesten Brenner

	2024-10-16T09:52:00-0700
Jesten Brenner

File details come from the government source that posted it. Updated Oct 17, 2024.