Design Drawing Set.pdf

PDF 12 MB Posted May 29, 2026

Attached to: 24PW11 - Grandview Ave. Storm Water Improvements
Solicitation number: S-KR1079-00017074
Issued by: Oregon

About this file

Written by GovTribe AI · Jun 2, 2026

This design drawing set documents the Grandview Drive Storm Water Improvements project for the City of Roseburg, Oregon, under Project #24PW11. The civil engineering project, designed by Jesten Brenner, P.E., involves the installation of approximately 11,000+ linear feet of storm water infrastructure along Grandview Drive. The scope includes installing 12-inch and 6-inch diameter storm water pipes, constructing multiple 48-inch diameter storm water manholes at various stations, installing area drains and catch basins, and performing asphalt and aggregate surfacing work. The drawings encompass plan and profile views from Station 0+00 to Station 11+15, with detail sheets covering standard connections, manhole specifications, and valley gutter installations. A directional drilling alternative (Alternate B) is also provided for the section between Station 1+23 to Station 3+23 to address subsurface rock conditions. The project requires coordination with multiple utility providers including City of Roseburg Water and Storm, Avista Utilities, Roseburg Urban Sanitary Authority (RUSA), and Pacific Power regarding existing utility relocations and protection.

The contractor is responsible for all permitting, utility verification through potholing, and compliance with Oregon Utility Notification Center rules requiring notification two to ten business days prior to excavation. Construction is restricted to 7:30 a.m. to 5:00 p.m., Monday through Friday, with no work permitted on weekends or government holidays. All work must conform to the current Oregon Standard Specifications for Construction as amended by City of Roseburg Public Works Standards. The contractor must provide a 24-hour contact person, maintain erosion and sediment control measures, and protect or relocate existing utilities including water mains, gas lines, sanitary sewers, and service crossings identified throughout the project corridor. Record drawings documenting all changes and field-verified conditions must be submitted upon project completion.

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Other files

File	Type	Posted
Specification Documents.pdf	PDF	May 29, 2026
24PW11 - Addendum No. 1.pdf	PDF	May 29, 2026
Oregon Standard Drawing Set.pdf	PDF	May 29, 2026
24PW11 - Bid Opening Results.pdf	PDF	May 29, 2026

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PROJECT # 24PW11

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:

WATER AND STORM

CITY OF ROSEBURG

541-672-6730

AVISTA UTILITIES

RYAN FORSLOFF

541-440-1162

ROSEBURG URBAN SANITARY AUTHORITY (RUSA)

RYON KERSHNER

541-672-1551

PACIFIC POWER

CLAYTON BRELAGE

541-679-3604

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

GRANDVIEW DR. STORM WATER

11COVER

IMPROVEMENTS

COV

MAY 2026

24PW11JDBJDB

GENERAL

IP R S 21

72/31

83982PE

OREGON

I N

REG

ISTERED PROFESS IONAL

J E

S T E N D . B R E NNERJ UL Y 1 1 , 2 0 1 7

GENERAL

CIVIL

OREGON STANDARD DRAWING REFERENCE

DRAWING INDEX

DETAILS

COORDINATES ARE GRID, NAD 83(CONUS). DISTANCES CONVERTED TO GROUND

ELEVATIONS ARE NAVD 1988

AREA MAP

VICINITY MAP

GRANDVIEW DRIVE STORM

WATER IMPROVEMENTS

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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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REV#

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DATE

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DESCRIPTION

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%%UDWG NO. SHEET NO. DESCRIPTION

AutoCAD SHX Text COVER ABBREVIATIONS, SYMBOLS & LEGEND GENERAL NOTES GENERAL NOTES AND PROJECT AREAS

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COV G1 G2 G3

AutoCAD SHX Text 1 2 3 4

AutoCAD SHX Text 5 PLAN AND PROFILE STA 0+00 TO 2+80 PLAN AND PROFILE STA 0+00 TO 2+80 6 PLAN AND PROGILE STA 2+80 TO 5+00 PLAN AND PROGILE STA 2+80 TO 5+00 7 PLAN AND PROFILE STA 5+00 TO 5+85 PLAN AND PROFILE STA 5+00 TO 5+85 8 PLAN AND PROFILE STA 5+85 TO 8+40 PLAN AND PROFILE STA 5+85 TO 8+40 9 PLAN AND PROFILE STA 8+40 TO 11+15 PLAN AND PROFILE STA 8+40 TO 11+15 10 PLAN AND PROFILE STA 1+23 TO 3+23 ALT PLAN AND PROFILE STA 1+23 TO 3+23 ALT

AutoCAD SHX Text C100 C101 C102 C103 C104 C100A

AutoCAD SHX Text TRENCH BACKFILL, BEDDING, PIPE ZONE STREET CUT CONCRETE PIPE SLOPE ANCHOR STANDARD STORM SEWER MANHOLE STANDARD MANHOLE DETAILS PIPE TO STRUCTURE CONNECTIONS STANDARD MANHOLE BASE SECTIONS PIPE TO MANHOLE CONNECTIONS MANHOLE COVERS AND FRAMES CONCRETE INLETS

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RD300 RD302 RD332 RD335 RD336 RD339 RD344 RD345 RD356 RD364

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DETAILS

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PROJECT AREA

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

GRANDVIEW DR. STORM WATER

11ABBREVIATIONS, SYMBOLS, & LEGEND

IMPROVEMENTS

MAY 2026

24PW11JDBJDB

GENERAL

IP R S 21

72/31

83982PE

OREGON

I N

REG

ISTERED PROFESS IONAL

J E

S T E N D . B R E NNERJ UL Y 1 1 , 2 0 1 7

A C5

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REV#

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DATE

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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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MINIMUM

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MECHANICAL

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MAXIMUM

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MATERIAL

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STD

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SST

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SPEC

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ROW

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REQ'D

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PVMT

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PSF

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PRESS.

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PERF

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MIN

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MECH

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MAX

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MATL

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LOWPOINT

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HIGH POINT

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HORIZONTAL

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FOOTING

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EXTERIOR

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EXISTING

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EACH WAY

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ELBOW

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EACH

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DIMENSION

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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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APPROXIMATE

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ALUMINUM

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ANCHOR BOLT

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LPT

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HPT

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HORIZ

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FTG

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EXT

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EXIST'G

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ELB

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DIM

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DIA

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CTR

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CPLG

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CORP

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CARV

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APPROX

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AUX

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AGG

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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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MANUFACTURER

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LINEAR FEET

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LENGTH

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HORSE POWER

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POWER INPUT

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PLAIN END

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ON CENTER

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NOT TO SCALE

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MASTER

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REINFORCING

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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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NTS

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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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SUBM

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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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DET

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CONT

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CONST

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CONN

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CONC

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CNTRL

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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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DETAIL

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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

GRANDVIEW DR. STORM WATER

11GENERAL NOTES

IMPROVEMENTS

MAY 2026

24PW11JDBJDB

GENERAL

IP R S 21

72/31

83982PE

OREGON

I N

REG

ISTERED PROFESS IONAL

J E

S T E N D . B R E NNERJ UL Y 1 1 , 2 0 1 7

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REV#

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DESCRIPTION

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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. 21. CONTRACTOR TO SUPPORT ANY EXISTING UTILITIES THAT SPAN CONTRACTOR TO SUPPORT ANY EXISTING UTILITIES THAT SPAN THE OPEN TRENCH FOR NEW CONSTRUCTION.

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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 CURRENT 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.

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

GRANDVIEW DR. STORM WATER

11PROJECT AREAS

IMPROVEMENTS

MAY 2026

24PW11JDBJDB

GENERAL

IP R S 21

72/31

83982PE

OREGON

I N

REG

ISTERED PROFESS IONAL

J E

S T E N D . B R E NNERJ UL Y 1 1 , 2 0 1 7

1PROJECT AREA

SHEET C100

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SCALE: 1" = 80'

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

GRANDVIEW DR. STORM WATER

11PLAN AND PROFILE STA 0+00 TO 2+80

IMPROVEMENTS

C100

MAY 2026

24PW11JDBJDB

CIVIL

IP R S 21

72/31

83982PE

OREGON

I N

REG

ISTERED PROFESS IONAL

J E

S T E N D . B R E NNERJ UL Y 1 1 , 2 0 1 7

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EXISTING SANITARY SEWER MANHOLE. PROTECT IN PLACE

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STA 0+81 NEW CATCH BASIN

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HORIZONTAL

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AutoCAD SHX Text LEGEND ASPHALT SURFACE REPAIR APPROX. BOUNDARY SUB SURFACE ROCK EXPLORATION DRILL HOLE. SEE TEST DRILL LOG.

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NEW OFFSET VALLEY GUTTER. DEPTH PER PLAN. SEE DETAIL 1/C1

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NEW AREA DRAIN. STYLE G-1MA. SEE OSD RD364

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

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NEW ASPHALT SURFACING. 3" MIN DEPTH OR MATCH EXISTING

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

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STA 1+80 NEW STM MANHOLE

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STA 1+79 NEW CATCH BASIN RIM EL.=634.41' I.E. 12" OUT (S)=631.35'

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EXISTING WATER METER. PROTECT IN PLACE (TYP)

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RELOCATE WATER SERVICE AS NEEDED.

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L= 99' S= 0.005'/FT

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L= 143' S= 0.005'/FT

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APPROXIMATE ROCK LAYER

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2" GAS CROSSING

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WATER SERVICE CROSSING

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GAS SERVICE CROSSING

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GAS SERVICE CROSSING

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8" WATER MAIN CROSSING

AutoCAD SHX Text STA 1+80 NEW STM MANHOLE RIM EL.= 634.70' I.E. 12" IN (W)= 627.45'I.E. 12" IN (N)= 629.80' IN (N)= 629.80'I.E. 12" OUT (E)= 627.35'

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STA 0+81 NEW CATCH BASIN RIM EL.= 630.45' I.E. 12" OUT (E)= 627.95'

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NEW AREA DRAIN. STYLE G-1. SEE OSD RD364

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AutoCAD SHX Text NOTES: 1. POTHOLE TO CONFIRM DEPTH AND LOCATION OF EXISTING UTILITIES PRIOR TO POTHOLE TO CONFIRM DEPTH AND LOCATION OF EXISTING UTILITIES PRIOR TO INSTALLATION OF NEW STORM DRAIN LINE. PROVIDE A MINIMUM OF 6" CLEARANCE BETWEEN EXISTING UTILITIES AND THE NEW STORM. PROVIDE DEEPER DEPTH AS STORM. PROVIDE DEEPER DEPTH AS REQUIRED TO MAINTAIN SEPARATION. 2. MANHOLE INLETS AND OUTLETS ARE SHOWN ON THESE PLANS BASED UPON MANHOLE INLETS AND OUTLETS ARE SHOWN ON THESE PLANS BASED UPON THE AVAILABLE KNOWLEDGE . LOCATION OF UNDERGROUND UTILITIES MAY REQUIRE ALTERNATE DEPTHS OF MANHOLE PENETRATIONS. 3. IN UN-IMPROVED AREAS RETURN SURFACE CONDITION ABOVE NEW STORM IN UN-IMPROVED AREAS RETURN SURFACE CONDITION ABOVE NEW STORM LINE TO SAME AS EXISTING

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DH#

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RIGHT OF WAY LINE-APPROX.

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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

GRANDVIEW DR. STORM WATER

11PLAN AND PROFILE STA 2+80 TO 5+00

IMPROVEMENTS

C101

MAY 2026

24PW11JDBJDB

CIVIL

IP R S 21

72/31

83982PE

OREGON

I N

REG

ISTERED PROFESS IONAL

J E

S T E N D . B R E NNERJ UL Y 1 1 , 2 0 17

C100

1PLAN VIEW - STA. 2+80 TO STA. 5+00

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AutoCAD SHX Text NOTES: 1. POTHOLE TO CONFIRM DEPTH AND LOCATION OF EXISTING POTHOLE TO CONFIRM DEPTH AND LOCATION OF EXISTING UTILITIES PRIOR TO INSTALLATION OF NEW STORM DRAIN LINE. PROVIDE A MINIMUM OF 6" CLEARANCE BETWEEN EXISTING UTILITIES AND THE NEW STORM. PROVIDE DEEPER DEPTH AS STORM. PROVIDE DEEPER DEPTH AS REQUIRED TO MAINTAIN SEPARATION. 2. MANHOLE INLETS AND OUTLETS ARE SHOWN ON THESE MANHOLE INLETS AND OUTLETS ARE SHOWN ON THESE PLANS BASED UPON THE SITE INFORMATION AVAILABLE . LOCATION OF UNDERGROUND UTILITIES MAY REQUIRE ALTERNATE DEPTHS OF MANHOLE PENETRATIONS. 3. TYPE III BARRICADE TO BE USED TO KEEP VEHICLES FROM TYPE III BARRICADE TO BE USED TO KEEP VEHICLES FROM DRIVING FROM GRANDVIEW TO HOLLIS ST. 4. IN UN-IMPROVED AREAS RETURN SURFACE CONDITION IN UN-IMPROVED AREAS RETURN SURFACE CONDITION ABOVE NEW STORM LINE TO SAME AS EXISTING

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%%U PLAN SCALE

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L= 143' S= 0.005'/FT

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STA 3+07 NEW CATCH BASIN RIM EL.=638.80' I.E. 12" OUT (S)=635.70'

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STA 4+35 NEW STM MANHOLE

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

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

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L= 112' S= 0.25'/FT

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L= 148' S= 0.16'/FT

AutoCAD SHX Text STA 3+23 NEW STM MANHOLE RIM EL.= 631.00' I.E. 12" IN (W)= 626.60'I.E. 12" IN (N)= 626.60' IN (N)= 626.60'I.E. 12" OUT (S)= 624.50'

AutoCAD SHX Text STA 4+35 NEW STM MANHOLE RIM EL.= 603.50' I.E. 12" IN (N)= 597.00'I.E. 12" OUT (S)= 596.90'

AutoCAD SHX Text INSTALL TWO PIPE SLOPE ANCHORS AT EQUAL DISTANCE FROM STA 3+23 TO 4+35. SEE OSD RD332

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8" WATER MAIN CROSSING

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2" GAS CROSSING

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WATER SERVICE CROSSING

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8" WATER MAIN CROSSING

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NEW AREA DRAIN. STYLE G-1. SEE OSD RD364

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STA 3+23 NEW STM MANHOLE

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REMOVE AND REPLACE EXISTING SIGN

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REMOVE AND RE-INSTALL PERMANENT BARRICADES

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NEW AGGREGATE SURFACING. SEE DETAIL 2/C1

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L= 112' S= 0.25'/FT

AutoCAD SHX Text CONTRACTOR TO EXTEND SPEED BUMP / DRAIN LINE WITH HOTMIX A.C. INTO SHOULDER TO CATCH UPSTREAM RUNOFF AND DIRECT IT TO NEW CATCH BASIN.

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EXISTING SANITARY SEWER.

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EXISTING SS

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EXISTING HYDRANT PROTECT IN PLACE

RIGHT OF WAY LINE-APPROX.

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

GRANDVIEW DR. STORM WATER

11PLAN AND PROFILE STA 5+00 TO 5+85

IMPROVEMENTS

C102

MAY 2026

24PW11JDBJDB

GENERAL

IP R S 21

72/31

83982PE

OREGON

I N

REG

ISTERED PROFESS IONAL

J E

S T E N D . B R E NNERJ UL Y 1 1 , 2 0 17

C102

1PLAN VIEW - STA. 5+00 TO STA. 5+83

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2PROFILE VIEW - STA. 5+00 TO STA. 5+85

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AutoCAD SHX Text STA 5+83 NEW STM MANHOLE RIM EL.= 577.95 I.E. 12" IN (N)= 572.06'I.E. 12" OUT (E)= 571.96'

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SEWER SERVICE CROSSING

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

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NEW ASPHALT SURFACING. 3" MIN DEPTH

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

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L= 148' S= 0.16'/FT

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STA 5+83 NEW STM MANHOLE

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NEW ASPHALT SURFACING. 3" MIN DEPTH OR MATCH EXISTING

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EXISTING SS PROTECT IN PLACE

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EXISTING OHP PROTECT IN PLACE

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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

GRANDVIEW DR. STORM WATER

11PLAN AND PROFILE STA 5+85 TO 8+40

IMPROVEMENTS

C103

MAY 2026

24PW11JDBJDB

CIVIL

IP R S 21

72/31

83982PE

OREGON

I N

REG

ISTERED PROFESS IONAL

J E

S T E N D . B R E NNERJ UL Y 1 1 , 2 0 1 7

C103

1PLAN VIEW - STA. 5+85 TO STA. 8+40

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APPROX. CROSSING OF EX. SS AND NEW STM LINES

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L= 243' S= 0.043'/FT

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AutoCAD SHX Text EX SS MH RIM EL.=576.95' I.E. 8" IN (N).=566.30' I.E. 8" IN (E)=565.95'I.E. 8" OUT (W)=565.85'8" OUT (W)=565.85'

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EXISTING GAS LINE

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APPROX. CROSSING OF EX. SS AND NEW STM LINES

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AutoCAD SHX Text NOTES: 1. POTHOLE TO CONFIRM DEPTH AND LOCATION OF EXISTING UTILITIES PRIOR TO POTHOLE TO CONFIRM DEPTH AND LOCATION OF EXISTING UTILITIES PRIOR TO INSTALLATION OF NEW STORM DRAIN LINE. PROVIDE A MINIMUM OF 6" CLEARANCE BETWEEN EXISTING UTILITIES AND THE NEW STORM. PROVIDE DEEPER DEPTH AS STORM. PROVIDE DEEPER DEPTH AS REQUIRED TO MAINTAIN SEPARATION. 2. MANHOLE INLETS AND OUTLETS ARE SHOWN ON THESE PLANS BASED UPON MANHOLE INLETS AND OUTLETS ARE SHOWN ON THESE PLANS BASED UPON AVAILABLE INFORMATION . LOCATION OF UNDERGROUND UTILITIES MAY REQUIRE ALTERNATE DEPTHS OF MANHOLE PENETRATIONS. CONTRACTOR SHALL CONFIRM IN SITU CONDITIONS PRIOR TO ORDERING.

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STA 8+26 NEW STM MANHOLE

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

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

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AutoCAD SHX Text STA 5+83 NEW STM MANHOLE RIM EL.= 577.95 I.E. 12" IN (N)=572.06'I.E. 12" OUT (E)=571.96'

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NEW ASPHALT SURFACING. 2 -2" LIFTS. 4" MIN DEPTH OR MATCH EXISTING

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RIGHT OF WAY LINE-APPROX.

AutoCAD SHX Text CONNECT THE NEW STORM LINE TO EXISTING BASIN, AND RE-FINISH THE FLOWLINE OF THE BOTTOM OF THE BASIN AS NEEDED. REFER TO OSD RD339

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PLUG OR CAP EXISTING CATCH BASIN STORM OUTLET (E) AND CULVERT OUTLET

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INSTALL 6-IN STORM WATER PIPE. REFER TO OSD RD300

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INSTALL INSERTA TEE CONNECTION

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EX CATCH BASIN RIM EL.=568.99' EX. I.E. 6" OUT (E).= 566.66' NEW I.E. 6" OUT (S)= 566.66'

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

GRANDVIEW DR. STORM WATER

11PLAN AND PROFILE STA 8+40 TO 11+15

IMPROVEMENTS

C104

MAY 2026

24PW11JDBJDB

CIVIL

IP R S 21

72/31

83982PE

OREGON

I N

REG

ISTERED PROFESS IONAL

J E

S T E N D . B R E NNERJ UL Y 1 1 , 2 0 1 7

C H

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C104

2PROFILE VIEW - STA. 8+40 TO STA. 11+15

MALHEUR AVE.

S T.

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REV#

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DATE

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DESCRIPTION

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AutoCAD SHX Text N

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HORIZONTAL

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VERTICAL

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AutoCAD SHX Text 9+20

AutoCAD SHX Text 9+00

AutoCAD SHX Text 8+80

AutoCAD SHX Text 8+60

AutoCAD SHX Text 9+40

AutoCAD SHX Text 9+60

AutoCAD SHX Text 9+80

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AutoCAD SHX Text 11+00

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AutoCAD SHX Text 11+20

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AutoCAD SHX Text STA 10+87 NEW STM MANHOLE RIM EL.=538.18' I.E. 12" IN (W)=534.90' 12" IN (W)=534.90' I.E. 12" OUT (E)=534.80'

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EXISTING GAS LINE

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

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NEW ASPHALT SURFACING. 3" MIN DEPTH

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

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NEW AREA DRAIN. STYLE G-1. SEE OSD RD364

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%%U PLAN SCALE

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AutoCAD SHX Text NEW MONOLITHIC CURB AND GUTTER PER OSD RD700. CONTRACTOR TO SLOPE CURB, GUTTER AND FLOW LINE TO EXISTING CATCH BASIN INLET

AutoCAD SHX Text EX STM INLET RIM EL.=537.50' NEW I.E. 12" IN (S)=534.68' 12" IN (S)=534.68' EX. I.E. 12" OUT (E)=534.57'

AutoCAD SHX Text CONTRACTOR TO CONNECT THE NEW STORM LINE TO EXISTING BASIN, AND RE-FINISH THE FLOWLINE OF THE BOTTOM OF THE BASIN. REFER TO OSD RD339

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L=24' S=0.005'/FT

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L= 261' S= 0.1'/FT

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L= 263' S= 0.1'/FT

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AutoCAD SHX Text EX STM INLET RIM EL.=537.50' NEW I.E. 12" IN (S)=534.50' 12" IN (S)=534.50' EX. I.E. 12" OUT (E)=534.57'

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STA 10+89 NEW STM MANHOLE

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AutoCAD SHX Text STA 10+98 NEW STM INLET RIM EL.=537.40' I.E. 12" IN (S)=534.70' 12" IN (S)=534.70' I.E. 12" OUT (N)=534.60'

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NEW ASPHALT SURFACING. 3" MIN DEPTH OR MATCH EXISTING

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

GRANDVIEW DR. STORM WATER

11PLAN AND PROFILE ALTERNATIVE B

IMPROVEMENTS

C100A

MAY 2026

24PW11JDBJDB

CIVIL

IP R S 21

72/31

83982PE

OREGON

I N

REG

ISTERED PROFESS IONAL

J E

S T E N D . B R E NNERJ UL Y 1 1 , 2 0 17

C100

2ALTERNATE B PROFILE VIEW - STA. 1+81 TO STA. 3+23

C100

1ALTERNATE B PLAN VIEW - STA. 1+23 TO STA 3+23

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DIRECTIONAL DRILL BORE PIT

AutoCAD SHX Text NOTES: 1. INFORMATION SHOWN IN THIS DETAIL EXHIBITS THE IMPROVEMENTS FOR INFORMATION SHOWN IN THIS DETAIL EXHIBITS THE IMPROVEMENTS FOR ALTERNATE "B" IN THE BID DOCUMENTS. 2. REFER TO DRILL LOG FOR ADDITIONAL SUB-SURFACE ROCK DEPTH REFER TO DRILL LOG FOR ADDITIONAL SUB-SURFACE ROCK DEPTH INFORMATION. 3. MANHOLE PENETRATIONS AT STA 3+23 DIFFER FROM THE OTHER OPTION.MANHOLE PENETRATIONS AT STA 3+23 DIFFER FROM THE OTHER OPTION.

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HORIZONTAL

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%%U PLAN SCALE

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HORIZONTAL DIRECTIONAL DRILL FROM STA 1+81 TO STA 3+23

AutoCAD SHX Text STA 1+81 NEW STM MANHOLE RIM EL.= 634.80' I.E. 12" IN (W)= 627.00'I.E. 12" IN (N)= 629.80' IN (N)= 629.80'I.E. 12" OUT (E)= 626.90'

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WATER MAIN

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GAS MAIN

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WATER LATERAL

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DIRECTIONAL DRILL BORE PIT

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L= 143' S= 0.016'/FT

AutoCAD SHX Text STA 3+23 NEW STM MANHOLE RIM EL.= 631.00' I.E. 12" IN (W)= 624.60'I.E. 12" IN (N)= 626.60' IN (N)= 626.60'I.E. 12" OUT (S)= 624.50'

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WATER MAIN

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DH1

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DH2

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DH3

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DH4

HORIZONTAL DIRECTIONAL DRILL FROM STA 1+81 TO STA 3+23

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

GRANDVIEW DR. STORM WATER

11DETAILS

IMPROVEMENTS

MAY 2026

24PW11JDBJDB

CIVIL

IP R S 21

72/31

83982PE

OREGON

I N

REG

ISTERED PROFESS IONAL

J E

S T E N D . B R E NNERJ UL Y 1 1 , 2 0 1 7

1OFFSET VALLEY GUTTER

2 AGGREGATE SURFACING SECTION

A C1

VALLEY GUTTER SECTION TYP.

3 DRAINAGE MEDALLION

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AutoCAD SHX Text NOTES: DETAIL IS FOR ISSULTRATIVE PURPOSES ONLY. ACTUAL FIELD CONDITIONS MAY VARY. THIS SECTION IS NEEDED FOR ALL DRIVEWAY APPROACHES. CONTRACTOR SHALL FIELD FIT FOR BEST FITMENT. MAXIMUM DRIVEWAY SLOPE TO NOT EXCEED 15%

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#4 BARS AT 12" O.C. E.W.

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4" OF 3/4"-0" BASE AGGREGATE (MIN)

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4000 PSI CONCRETE

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SCALE: NTS

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DEPTH VARIES SEE PLANS FOR SPECIFICS

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NATIVE

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GEOTEXTILE BETWEEN AGGREGATE AND NATIVE

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SCALE: NTS

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2"-3"MINUS AGGREGATE

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3/4"-1"MINUS AGGREGATE

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SCALE: NTS

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EXISTING AC PAVEMENT

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NEW VALLEY GUTTER SEE 1/C1

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NEW AC PAVEMENT SURFACING TO MEET AND BLEND INTO EXISTING

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NEW AC PAVEMENT SURFACING TO MEET AND BLEND INTO EXISTING

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SAWCUT LIMITS

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SAWCUT LIMITS

AutoCAD SHX Text NOTES: THIS IS A MODIFICATION TO THE VALLEY GUTTER AS SHOWN IN OSD RD700. BASE AGGREGATE SHALL BE COMPACTED AND INSPECTED BY THE CITY.

AutoCAD SHX Text NOTES: 1. PLACE INLET MARKER ON THE TOP OF THE CURB OR PLACE INLET MARKER ON THE TOP OF THE CURB OR CONCRETE INLET AS DIRECTED. PREPARE AND CLEAN SURFACE PRIOR TO PLACEMENT IN ACCORDANCE WITH SECTION 00850.43 OF THE STANDARD SPECIFICATIONS. 2. TO BE PLACED ON ALL CATCH BASINS OR INLETS WITHIN TO BE PLACED ON ALL CATCH BASINS OR INLETS WITHIN PROJECT AREA.

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SCALE: NTS

Sheets and Views

COV

	2026-05-27T11:09:33-0700
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	2026-05-27T11:09:42-0700
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	2026-05-27T11:09:18-0700
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File details come from the government source that posted it. Updated Jun 2, 2026.