Part III - Plans.pdf

PDF 16 MB Posted Nov 1, 2023

Attached to: Development Fundraiser
Solicitation number: S-14100-00008578
Issued by: Marion County, Oregon

About this file

Written by GovTribe AI · Mar 9, 2026

This document is a comprehensive set of construction plans for a waterline replacement project prepared by Adkins Engineering and Surveying, Inc. for the City of Ashland Public Works Department in Oregon. The project involves replacing an existing waterline system along Morton Street to Ivy Lane, spanning approximately 1,900 linear feet from Station 10+00 to Station 29+00. The scope of work includes installation of 12-inch diameter ductile iron (DI) water main pipe with Class 54 mechanical restraints, removal of abandoned 14-inch steel pipe sections, installation of gate valves, fire hydrants, air release valves, and blow-off valves at specified locations. The plans encompass thirteen sheets detailing plan and profile views divided into five sections, construction details, erosion and sediment control (ESCP) measures, and traffic control plans. Key construction requirements include potholing of existing pipes at 100-foot intervals (25-foot intervals in critical areas) using only water jetting and vacuuming methods, hydrostatic pressure testing, chlorination, and bacterial testing prior to connection. The project involves coordination with multiple utility providers including Avista (natural gas), CenturyLink (telephone), City of Ashland departments (wastewater, water, electric, fire/rescue), and the Department of Environmental Quality.

The construction plans identify specific taxlots and property owners affected by the project along the waterline corridor. All proposed pipe installations must maintain a minimum 3-foot cover depth, with trench construction, backfill, and pipe bedding conforming to Oregon Standard Drawing RD300 specifications using 3/4-inch minus crushed rock materials. Construction activities are subject to strict erosion and sediment control requirements including sediment fencing, check dams, wattles, inlet protection biofilter bags, and construction entrance gravel pads. The project requires phased clearing and grading to minimize exposed areas, with all disturbed non-roadway areas to be hydroseeded with a specified native grass seed mixture at 10 pounds per acre. Traffic control measures must comply with the Manual on Uniform Traffic Control Devices (MUTCD), Oregon Temporary Traffic Control Handbook, and Oregon Standard Drawings, with flaggers positioned at appropriate distances and work zones clearly delineated. The project includes removal of 15 trees ranging from 6 to 18 inches in diameter, primarily oak, madrone, and Russian olive species. All construction must avoid the wet weather period from October 1 through May 31 where feasible, with exposed soils covered during this period, and significant sediment released onto adjacent properties must be remediated within 24 hours.

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File	Type	Posted
Attachment A~2.docx	DOCX document	Nov 1, 2023
Attachment B~2.docx	DOCX document	Nov 1, 2023
Attachment E~2.doc	DOC document	Nov 1, 2023
Addendum 1 - Final~1.pdf	PDF	Nov 1, 2023
Attachment F~3.doc	DOC document	Nov 1, 2023
Attachement C~2.doc	DOC document	Nov 1, 2023
Attachment D~1.doc	DOC document	Nov 1, 2023
Development Fundraiser RFP.pdf	PDF	Nov 1, 2023

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PROPOSED

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PROJECT CONTACT INFORMATION VICINITY MAP

MORTON STREET TO IVY LANE WATERLINE REPLACEMENT

FOR

CITY OF ASHLANDLEGEND

SHEET INDEX

LIST OF STANDARD DRAWINGS

UTILITY CONTACTS

GEOSPATIAL REFERENCE POINT

BENCHMARK

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TAXLOT 391E16AC-410 PARK ESTATES ASSOC INC WATERLINE ROAD, ASHLAND

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TAXLOT 391E16AC-409 PARK ESTATES ASSOC INC LIBERTY STREET, ASHLAND

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TAXLOT 391E16AC-404 SHERIDAN JAMES D 825 WATERLINE ROAD, ASHLAND

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TAXLOT 391E16AC-403 RIEDL FAMILY TRUST ET AL 799 LISA LANE, ASHLAND

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TAXLOT 391E16AC-402 COX ALAN S TRUSTEE ET AL 789 LISA LANE, ASHLAND

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TAXLOT 391E16AC-401 MALE JOSEPH A TRUSTEE ET AL 769 LISA LANE, ASHLAND

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TAXLOT 391E16AC-412 DE LAMATER ANNE 800 MORTON STREET, ASHLAND

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TAXLOT 391E16AC-411 DE LAMATER ANNE 830 MORTON STREET, ASHLAND

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TAXLOT 391E16AC-400 HAWK MEGAN/PAUL 836 MORTON STREET, ASHLAND

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TAXLOT 391E16AC-400 THOMAS MICHAEL DORSEY TRUSTEE 828 WATERLINE ROAD, ASHLAND

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TAXLOT 391E16AC-300 D&S VENTURES LLC LIBERTY STREET, ASHLAND

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TAXLOT 391E16AD-5200 WILLUMSEN HAZER 911 BEACH STREET, ASHLAND

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TAXLOT 391E16AD-5108 HAINES LLOYD MATTHEW TRUST ET AL 935 IVY LANE, ASHLAND

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TAXLOT 391E16AD-5109 LAMORE THOMAS J/LINDA E 975 IVY LANE, ASHLAND

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TAXLOT 391E16AC-300 D&S VENTURES LLC LIBERTY STREET, ASHLAND

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TAXLOT 391E16AD-5106 BIELEC MICHAEL W TRUSTEE ET AL 980 IVY LANE, ASHLAND

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TAXLOT 391E16AD-5107 WELLES RANDAL TRUSTEE ET AL 940 IVY LANE, ASHLAND

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ACE:22

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ACE:11

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ACE:8

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ACE:7

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ACE:5

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ACE:4

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ACE:3

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ACE:1

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ACE:2

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SANITARY SEWER MANHOLE

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CONTOUR LINE

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WATER LINE

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SANITARY SEWER LINE

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OVERHEAD POWER

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PAVED SURFACE

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POWER POLE

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WATER VALVE

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NATURAL GAS LINE

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RIGHT-OF-WAY OR PROPERTY LINE

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WATERLINE

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WATER VALVE

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ASPHALT PATCH

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COMMUNICATION LINE

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CORE SAMPLE

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COMBINATION AIR RELEASE/VACUUM VALVE

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BLOW-OFF VALVE

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STORM LINE

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STORM MANHOLE

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WATER LATERAL

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BLOW-OFF VALVE

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FIRE HYDRANT

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FENCE

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CITY ENGINEERING DIVISION

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SITE CONSTRUCTION PERMIT SET

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CITY PLANNING DIVISION

AutoCAD SHX Text JASON STRAIT CITY OF ASHLAND PUBLIC WORKS DEPARTMENT 51 WINBURN WAY ASHLAND, OR 97520 (541) 552-2414

AutoCAD SHX Text ADKINS ENGINEERING AND SURVEYING, INC. 1435 ESPLANADE AVENUE KLAMATH FALLS, OR 97601 (541) 884-4666

AutoCAD SHX Text DANIEL SCALAS, P.E. ADKINS ENGINEERING AND SURVEYING, INC. 1435 ESPLANADE AVENUE KLAMATH FALLS, OR 97601 (541) 884-4666

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CIVIL ENGINEER

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OWNER

AutoCAD SHX Text CITY OF ASHLAND PUBLIC WORKS DEPARTMENT 51 WINBURN WAY ASHLAND, OREGON 97520 (541) 552-2414

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SURVEYOR

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CITY PROJECT MANAGER

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SHEET

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DESCRIPTION

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COVER & INDEX SHEET

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SHEET MAP

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PLAN & PROFILE STA 10+00 TO STA 14+00

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PLAN & PROFILE STA 14+00 TO STA 18+00

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PLAN & PROFILE STA 18+00 TO STA 22+00

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PLAN & PROFILE STA 22+00 TO STA 25+10

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PLAN & PROFILE STA 25+10 TO STA 29+00

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DETAILS 1

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DETAILS 2

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ESCP DETAILS

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ESCP & TCP DETAILS

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EROSION AND SEDIMENT CONTROL

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TRAFFIC CONTROL PLAN

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(FEET)

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MORTON STREET

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IVY LANE

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WATERLINE ROAD

AutoCAD SHX Text RD254 - HYDRANT ASSEMBLY - HYDRANT ASSEMBLY RD258 - VALVE BOX ASSEMBLY - VALVE BOX ASSEMBLY RD300 - TRENCH BACKFILL - TRENCH BACKFILL RD302 - STREET CUT - STREET CUT RD332 - PIPE ANCHORS - PIPE ANCHORS RD1000 - CONSTRUCTION ENTRANCES - CONSTRUCTION ENTRANCES RD1005 - CHECK DAMS - CHECK DAMS RD1015 - INLET PROTECTION - INLET PROTECTION RD1030 - SEDIMENT BARRIER - SEDIMENT BARRIER RD1040 - SEDIMENT FENCE - SEDIMENT FENCE TM800 - FLAGGER DISTANCE TABLES - FLAGGER DISTANCE TABLES TM850 - 2-LANE, 2-WAY ROADWAYS- 2-LANE, 2-WAY ROADWAYS

AutoCAD SHX Text CITY OF ASHLAND WASTEWATER DEPARTMENT JASON ROBUSTELLI WASTEWATER COLLECTIONS SUPERVISOR 90 N. MOUNTAIN AVE ASHLAND, OREGON 97520 (541) 488-5348 CITY OF ASHLAND STEPHEN WALKER WATER DISTRIBUTION SUPERVISOR 90 N. MOUNTAIN AVE ASHLAND, OREGON 97520 (541) 552-2326 ASHLAND FIRE AND RESCUE RALPH SARTAIN 455 SISKIYOU BOULEVARD ASHLAND, OREGON 97520 (541) 482-2770 CITY OF ASHLAND ELECTRIC THOMAS MCBARTLETT 90 N. MOUNTAIN AVE. ASHLAND, OREGON 97520 (541) 488-5306 DEPARTMENT OF ENVIRONMENTAL QUALITY 811 SW 6TH AVE. PORTLAND, OREGON 97204 (503) 229-5876 NATURAL GAS - AVISTA MIKE SMITH P.O. BOX 1709 MEDFORD, OREGON 97501 (541) 858-4728 TELEPHONE - CENTURY LINK QN GARY TUCKER 1018 ASHLAND STREET, ASHLAND OREGON 97520 (541) 291-0072

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ACE : 1 FOUND BRASS CAP CENTER LINE IVY LANE ELEV: 2470.64 CITY OF ASHLAND DATUM

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CONTROL POINTS

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DESCRIPTION

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AutoCAD SHX Text 4324312.323'

AutoCAD SHX Text 194481.415'

AutoCAD SHX Text 2470.64'

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CP1 FND BC

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AutoCAD SHX Text 4324426.142'

AutoCAD SHX Text 194494.154'

AutoCAD SHX Text 2462.08'

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CP2 SET 1/2 RPC

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CP3 5/8 RPC

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CP4 SET 1/2 RPC

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CP5 SET 1/2 RPC

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CP 6 1/2 RPC

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CP 7 1/2 RPC

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CP 8 1/2 RPC

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CP20 MAG W WASHER

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CP21 MAG W WASHER

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CP22 SET 1/2 RPC

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CP23 SET 1/2 RPC

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1. CONTRACTOR TO KEEP ALL PROPOSED PIPES ISOLATED FROM TIE-IN POINTS, AND TO CONTRACTOR TO KEEP ALL PROPOSED PIPES ISOLATED FROM TIE-IN POINTS, AND TO COMPLETE THE PRESSURE TESTING, CHLORINATION AND BACTERIA TESTING PRIOR TO INSTALLING THE PIPE PUP JOINT. 2. WATERLINE AND FITTINGS TO BE CLASS 54 DI MECHANICALLY RESTRAINED. WATERLINE AND FITTINGS TO BE CLASS 54 DI MECHANICALLY RESTRAINED. 3. CITY DOES NOT ALLOW THE USE OF GRIP TITE OR SIMILAR GASKETS FOR RESTRAINING. CITY DOES NOT ALLOW THE USE OF GRIP TITE OR SIMILAR GASKETS FOR RESTRAINING. 4. HYDRANTS TO BE KENNEDY K81D IN CHROME YELLOW. HYDRANTS TO BE KENNEDY K81D IN CHROME YELLOW. 5. CONTRACTOR TO PIG ALL PROPOSED LINES.CONTRACTOR TO PIG ALL PROPOSED LINES.

AutoCAD SHX Text BEFORE EXCAVATING THE CONTRACTOR SHALL LOCATE ALL UNDERGROUND UTILITIES AND STRUCTURES. CALL OREGON 811 UTILITY NOTIFICATION CENTER AT LEAST TWO WORKING DAYS BEFORE EXCAVATING. SEE ORS 757

AutoCAD SHX Text UTILITY LOCATIONS ARE SHOWN FROM BEST AVAILABLE RECORD INFORMATION. CONTRACTOR TO VERIFY LOCATIONS AND DEPTHS. IF LOCATIONS OR DEPTHS CONFLICT WITH DESIGN, COORDINATE WITH THE ENGINEER IMMEDIATELY.

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EXISTING GRADE AT

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12" WATERLINE BOTTOM OF PIPE ELEVATION (TYP)

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3' MIN.

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AutoCAD SHX Text CONSTRUCT TRENCH, CLASS B BACKFILL, BEDDING AND PIPE ZONE PER OREGON STANDARD DRAWING NO. RD300, SHEET C9. C9. . THE EXISTING STREET SURFACE FROM STA 10+35 TO STA 13+20 CONSISTS OF COMPACTED RECLAIMED ASPHALT PAVEMENT (RAP). RAP SHALL BE USED TO A DEPTH OF 6" TO CAP ALL TRENCH EXCAVATION WITHIN THIS AREA. CONTRACTOR TO PROVIDE RAP. EXISTING 14" STEEL PIPE CUT AND CAPPED IN THIS LOCATION PER 2014 PLANS. CONTRACTOR TO SAWCUT & REMOVE EXISTING A.C., REPLACE WITH EXISTING SECTION PLUS ADDITIONAL 1" OF A.C. PER OREGON STANDARD DRAWING NO. RD302 (MIN. 6" A.C. THICKNESS), SHEET C9. C9. . PROTECT EXISTING ITEM IN PLACE, OR IF REQUIRED REMOVE AND RE-INSTALL. CAP AND FILL ABANDONED IN PLACE 14" STEEL WATERLINE WITH CLSM AFTER INSTALLATION OF PROPOSED WATERLINES. CAP EXISTING ROAD SURFACE WITH 1"-0 MINUS DECOMPOSED GRANITE 3" THICK BY APPROXIMATELY 12' WIDTH FROM STA 13+20 TO STA 25+10. THE CONTRACTOR SHALL POTHOLE BOTH THE LIVE 16" DI PIPE AND THE ABANDONED 14" STEEL PIPE AT LEAST 100 FEET IN ADVANCE OF CONSTRUCTION. THE PIPES SHALL DE POTHOLED AT 100 FOOT INTERVALS. EXCEPT AT THE FOLLOWING STATIONS WHERE THE POTHOLES SHALL BE AT 25 FOOT INTERVALS: STA 12+75 TO STA 13+50 STA 13+75 TO STA 14+25 STA 15+25 TO STA 16+00 BECAUSE OF THE SIGNIFICANCE OF THE 16" DI PIPE ALL POTHOLING SHALL BE DONE BY WATER JETTING AND VACUUMING. BACKHOES AND EXCAVATORS SHALL NOT BE USED FOR POTHOLING. THE PIPES SHALL BE FULLY EXPOSED SO THAT PIPE DIAMETERS CAN BE DETERMINED. CITY TO INSTALL 6"X6"X6" TEE INTO EXISTING WATER LINE WITH 6" BLOCK VALVE ORIENTED TOWARD NEW LINE. CONTRACTOR TO COMPLETE HYDROSTATIC TESTING, BACTERIAL TESTING, AND DISINFECTION. CONTRACTOR TO TEE INTO THIS 6" BLOCK VALVE PER DETAIL 1, SHEET C8. INSTALL 12" GATE VALVE PER OREGON STANDARD DRAWING NO. RD258, SHEET C8. POUR C8. POUR . POUR 24"X24"X4" CONCRETE COLLAR AROUND VALVE BOX (TYP). INSTALL 7 LF OF 12" DI WATER MAIN. INSTALL 7 LF OF 12" DI WATER MAIN. INSTALL 196 LF OF 12" DI WATER MAIN. INSTALL 91 LF OF 12" DI WATER MAIN. INSTALL 25 LF OF 12" DI WATER MAIN. INSTALL 64 LF OF 12" DI WATER MAIN. INSTALL 16 LF OF 12" DI WATER MAIN. INSTALL 11.25° (MJ) BEND.INSTALL 22.5° (MJ) BEND.INSTALL FIRE HYDRANT ASSEMBLY PER OREGON STANDARD DRAWING NO. RD254, SHEET C8.C8..

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1. COVER ALL DISTURBED NON-ROADWAY AREAS WITH HYDROSEEDED MIXTURE OF COVER ALL DISTURBED NON-ROADWAY AREAS WITH HYDROSEEDED MIXTURE OF GRASS SEED, FERTILIZER AND TACKIFIER. HYDROSEEDING MIXTURE SHALL BE AS FOLLOWS: BLUE WILDRYE (ELYMUS GLAUCUS) - 25% CALIFORNIA OATGRASS (DANTHONIA CALIFORNICA) 25% IDAHO FESCUE (FESTUCA IDAHOENIS) 25% BLUEBUNCH WHEATGRASS (PSEUDOREGNARIA SPICOTA) - 25% TACKIFIER (AS NEEDED) APPLICATION RATE SHALL BE 10 LB PER ACRE 2. AT ANY POINT WHERE UTILITIES CROSS, CONTRACTOR TO VERIFY LOCATION AT ANY POINT WHERE UTILITIES CROSS, CONTRACTOR TO VERIFY LOCATION AND ELEVATIONS PRIOR TO CONSTRUCTION. NOTIFY ENGINEER IF PROBLEM EXISTS. 3. REMOVE EXISTING 14" STEEL PIPE WHEREVER IT CONFLICTS WITH PROPOSED REMOVE EXISTING 14" STEEL PIPE WHEREVER IT CONFLICTS WITH PROPOSED WATERLINE. OTHERWISE FOLLOW CONSTRUCTION NOTE 6. 4. PIPE BEDDING AND PIPE ZONE MATERIAL SHALL BE "-0 CRUSHED ROCK.PIPE BEDDING AND PIPE ZONE MATERIAL SHALL BE "-0 CRUSHED ROCK.34"-0 CRUSHED ROCK.

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(SEE SHEET C3)

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AutoCAD SHX Text CONSTRUCT TRENCH, CLASS B BACKFILL, BEDDING AND PIPE ZONE PER OREGON STANDARD DRAWING NO. RD300, SHEET C9. C9. . APPROXIMATE LOCATION OF 18" STORM PIPE. CONTRACTOR TO VERIFY LOCATION AND ELEVATION. REMOVE EXISTING ITEM. ADDITIONAL FILL REQUIRED TO MAINTAIN MINIMUM COVER OVER 12" PIPE. INSTALL 1"-0 MINUS CRUSHED ROCK MIN. 12' WIDE ROADWAY AS SHOWN. BLEND EDGES TO MATCH EXISTING GRADE. CAP EXISTING ROAD SURFACE WITH 1"-0 MINUS DECOMPOSED GRANITE 3" THICK BY APPROXIMATELY 12' WIDTH FROM STA 13+20 TO STA 25+20. THE CONTRACTOR SHALL POTHOLE BOTH THE LIVE 16" DI PIPE AND THE ABANDONED 14" STEEL PIPE AT LEAST 100 FEET IN ADVANCE OF CONSTRUCTION. THE PIPES SHALL DE POTHOLED AT 100 FOOT INTERVALS. EXCEPT AT THE FOLLOWING STATIONS WHERE THE POTHOLES SHALL BE AT 25 FOOT INTERVALS: STA 12+75 TO STA 13+50 STA 13+75 TO STA 14+25 STA 15+25 TO STA 16+00 BECAUSE OF THE SIGNIFICANCE OF THE 16" DI PIPE ALL POTHOLING SHALL BE DONE BY WATER JETTING AND VACUUMING. BACKHOES AND EXCAVATORS SHALL NOT BE USED FOR POTHOLING. THE PIPES SHALL BE FULLY EXPOSED SO THAT PIPE DIAMETERS CAN BE DETERMINED. INSTALL 79 LF OF 12" DI WATER MAIN. INSTALL 70 LF OF 12" DI WATER MAIN. INSTALL 33 LF OF 12" DI WATER MAIN. INSTALL 35 LF OF 12" DI WATER MAIN. INSTALL 156 LF OF 12" DI WATER MAIN. INSTALL 60 LF OF 12" DI WATER MAIN. INSTALL 11.25° (MJ) BEND.INSTALL 22.5° (MJ) BEND.INSTALL 45° (MJ) BEND.INSTALL 12" GATE VALVE PER OREGON STANDARD DRAWING NO. RD258, SHEET C8. POUR 24"X24"X4" CONCRETE COLLAR AROUND VALVE BOX (TYP).C8. POUR 24"X24"X4" CONCRETE COLLAR AROUND VALVE BOX (TYP).. POUR 24"X24"X4" CONCRETE COLLAR AROUND VALVE BOX (TYP).

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PROPERTY LINE

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1. COVER ALL DISTURBED NON-ROADWAY AREAS WITH HYDROSEEDED MIXTURE OF COVER ALL DISTURBED NON-ROADWAY AREAS WITH HYDROSEEDED MIXTURE OF GRASS SEED, FERTILIZER AND TACKIFIER. HYDROSEEDING MIXTURE SHALL BE AS FOLLOWS: BLUE WILDRYE (ELYMUS GLAUCUS) - 25% CALIFORNIA OATGRASS (DANTHONIA CALIFORNICA) 25% IDAHO FESCUE (FESTUCA IDAHOENIS) 25% BLUEBUNCH WHEATGRASS (PSEUDOREGNARIA SPICOTA) - 25% TACKIFIER (AS NEEDED) APPLICATION RATE SHALL BE 10 LB PER ACRE 2. AT ANY POINT WHERE UTILITIES CROSS, CONTRACTOR TO VERIFY LOCATION AT ANY POINT WHERE UTILITIES CROSS, CONTRACTOR TO VERIFY LOCATION AND ELEVATIONS PRIOR TO CONSTRUCTION. NOTIFY ENGINEER IF PROBLEM EXISTS. 3. REMOVE EXISTING 14" STEEL PIPE WHEREVER IT CONFLICTS WITH PROPOSED REMOVE EXISTING 14" STEEL PIPE WHEREVER IT CONFLICTS WITH PROPOSED WATERLINE. 4. PIPE BEDDING AND PIPE ZONE MATERIAL SHALL BE "-0 CRUSHED ROCK.PIPE BEDDING AND PIPE ZONE MATERIAL SHALL BE "-0 CRUSHED ROCK.34"-0 CRUSHED ROCK.

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18+00.0 20+00.0 22+00.0

PLAN STA 18+00 TO STA 22+00

PROFILE STA 18+00 TO STA 22+00

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SHEET NUMBER:

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-0

BS D

W A

E R

Y O

F A

N D

88332PE

OREGON

EXPIRES 6/30/24

G I NEERREGISTERED PROFESSIONAL

DAN I E L S C A LAS

MBER 9 201

3DECE

O F

P& P S

+0 0 T

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(SEE SHEET C4)

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(SEE SHEET C6)

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AutoCAD SHX Text CONSTRUCT TRENCH, CLASS B BACKFILL, BEDDING AND PIPE ZONE PER OREGON STANDARD DRAWING NO. RD300, SHEET C9. C9. . APPROXIMATE LOCATION OF EXISTING 6" STORM PIPE. CONTRACTOR TO VERIFY LOCATION AND ELEVATION. ADDITIONAL FILL REQUIRED TO MAINTAIN MINIMUM COVER OVER 12" PIPE. INSTALL 1"-0 MINUS CRUSHED ROCK MIN. 12' WIDE ROADWAY AS SHOWN. BLEND EDGES TO MATCH EXISTING CONDITIONS. CAP EXISTING ROAD SURFACE WITH 1"-0 MINUS DECOMPOSED GRANITE 3" THICK BY APPROXIMATELY 12' WIDTH FROM STA 13+20 TO STA 25+20. THE CONTRACTOR SHALL POTHOLE BOTH THE LIVE 16" DI PIPE AND THE ABANDONED 14" STEEL PIPE AT LEAST 100 FEET IN ADVANCE OF CONSTRUCTION. THE PIPES SHALL DE POTHOLED AT 100 FOOT INTERVALS. EXCEPT AT THE FOLLOWING STATIONS WHERE THE POTHOLES SHALL BE AT 25 FOOT INTERVALS: STA 21+25 TO STA 21+50 BECAUSE OF THE SIGNIFICANCE OF THE 16" DI PIPE ALL POTHOLING SHALL BE DONE BY WATER JETTING AND VACUUMING. BACKHOES AND EXCAVATORS SHALL NOT BE USED FOR POTHOLING. THE PIPES SHALL BE FULLY EXPOSED SO THAT PIPE DIAMETERS CAN BE DETERMINED. INSTALL 56 LF OF 12" DI WATER MAIN. INSTALL 133 LF OF 12" DI WATER MAIN. INSTALL 14 LF OF 12" DI WATER MAIN. INSTALL 25 LF OF 12" DI WATER MAIN. INSTALL 60 LF OF 12" DI WATER MAIN. INSTALL 28 LF OF 12" DI WATER MAIN. INSTALL 10 LF OF 12" DI WATER MAIN. INSTALL 77 LF OF 12" DI WATER MAIN. INSTALL 11.25° (MJ) BEND.INSTALL 22.5° (MJ) BEND.INSTALL 45° (MJ) BEND.INSTALL TRACER WIRE HANDHOLE PER DETAIL 3, SHEET C8. APPROXIMATE LOCATION OF EXISTING 24" STORM PIPE. CONTRACTOR TO VERIFY LOCATION AND ELEVATION OF PIPE PRIOR TO INSTALLING PIPE PIER SUPPORTS FOR PROPOSED WATER LINE, PER MWC DETAIL NO. 113, SHEET C8..

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12" WATERLINE BOTTOM OF PIPE ELEVATION (TYP)

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EG ELEVATION AT

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EXISTING GRADE AT

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3' MIN.

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(FEET)

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(FEET)

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FINISHED GRADE AT

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APPROXIMATE LOCATION OF 16" WATER LINE

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1. COVER ALL DISTURBED NON-ROADWAY AREAS WITH HYDROSEEDED MIXTURE OF COVER ALL DISTURBED NON-ROADWAY AREAS WITH HYDROSEEDED MIXTURE OF GRASS SEED, FERTILIZER AND TACKIFIER. HYDROSEEDING MIXTURE SHALL BE AS FOLLOWS: BLUE WILDRYE (ELYMUS GLAUCUS) - 25% CALIFORNIA OATGRASS (DANTHONIA CALIFORNICA) 25% IDAHO FESCUE (FESTUCA IDAHOENIS) 25% BLUEBUNCH WHEATGRASS (PSEUDOREGNARIA SPICOTA) - 25% TACKIFIER (AS NEEDED) APPLICATION RATE SHALL BE 10 LB PER ACRE 2. AT ANY POINT WHERE UTILITIES CROSS, CONTRACTOR TO VERIFY LOCATION AT ANY POINT WHERE UTILITIES CROSS, CONTRACTOR TO VERIFY LOCATION AND ELEVATIONS PRIOR TO CONSTRUCTION. NOTIFY ENGINEER IF PROBLEM EXISTS. 3. REMOVE EXISTING 14" STEEL PIPE WHEREVER IT CONFLICTS WITH PROPOSED REMOVE EXISTING 14" STEEL PIPE WHEREVER IT CONFLICTS WITH PROPOSED WATERLINE. 4. PIPE BEDDING AND PIPE ZONE MATERIAL SHALL BE "-0 CRUSHED ROCK.PIPE BEDDING AND PIPE ZONE MATERIAL SHALL BE "-0 CRUSHED ROCK.34"-0 CRUSHED ROCK.

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WATERLINE ROAD

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SHEET NUMBER:

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-0

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W A

E R

Y O

F A

N D

88332PE

OREGON

EXPIRES 6/30/24

G I NEERREGISTERED PROFESSIONAL

DAN I E L S C A LAS

MBER 9 201

3DECE

O F

P& P S

+0 0 T

GENERAL NOTES

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(SEE SHEET C5)

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(SEE SHEET C7)

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AutoCAD SHX Text CONSTRUCT TRENCH, CLASS B BACKFILL, BEDDING AND PIPE ZONE PER OREGON TRENCH, CLASS B BACKFILL, BEDDING AND PIPE ZONE PER OREGON BEDDING AND PIPE ZONE PER OREGON AND PIPE ZONE PER OREGON PIPE ZONE PER OREGON ZONE PER OREGON PER OREGON STANDARD DRAWING NO. RD300, SHEET C9. C9. . APPROXIMATE LOCATION OF EXISTING 6" STORM PIPE. CONTRACTOR TO VERIFY LOCATION AND ELEVATION. ADDITIONAL FILL REQUIRED TO MAINTAIN MINIMUM COVER OVER 12" PIPE. INSTALL FILL REQUIRED TO MAINTAIN MINIMUM COVER OVER 12" PIPE. INSTALL REQUIRED TO MAINTAIN MINIMUM COVER OVER 12" PIPE. INSTALL TO MAINTAIN MINIMUM COVER OVER 12" PIPE. INSTALL MAINTAIN MINIMUM COVER OVER 12" PIPE. INSTALL MINIMUM COVER OVER 12" PIPE. INSTALL COVER OVER 12" PIPE. INSTALL OVER 12" PIPE. INSTALL 12" PIPE. INSTALL PIPE. INSTALL INSTALL 1"-0 MINUS CRUSHED ROCK MIN. 12' WIDE ROADWAY AS SHOWN. BLEND EDGES TO MINUS CRUSHED ROCK MIN. 12' WIDE ROADWAY AS SHOWN. BLEND EDGES TO CRUSHED ROCK MIN. 12' WIDE ROADWAY AS SHOWN. BLEND EDGES TO ROCK MIN. 12' WIDE ROADWAY AS SHOWN. BLEND EDGES TO MIN. 12' WIDE ROADWAY AS SHOWN. BLEND EDGES TO 12' WIDE ROADWAY AS SHOWN. BLEND EDGES TO WIDE ROADWAY AS SHOWN. BLEND EDGES TO ROADWAY AS SHOWN. BLEND EDGES TO AS SHOWN. BLEND EDGES TO SHOWN. BLEND EDGES TO BLEND EDGES TO EDGES TO TO MATCH EXISTING CONDITIONS. EXISTING CONDITIONS. CONDITIONS. CAP EXISTING ROAD SURFACE WITH 1"-0 MINUS DECOMPOSED GRANITE 3" THICK BY APPROXIMATELY 12' WIDTH FROM STA 13+20 TO STA 25+20. FROM STA 13+20 TO STA 25+20. STA 13+20 TO STA 25+20. 13+20 TO STA 25+20. TO STA 25+20. STA 25+20. 25+20. INSTALL 99 LF OF 12" DI WATER MAIN. 99 LF OF 12" DI WATER MAIN. LF OF 12" DI WATER MAIN. OF 12" DI WATER MAIN. 12" DI WATER MAIN. DI WATER MAIN. WATER MAIN. MAIN. INSTALL 69 LF of 12" DI WATER MAIN. 69 LF of 12" DI WATER MAIN. LF of 12" DI WATER MAIN. of 12" DI WATER MAIN. 12" DI WATER MAIN. DI WATER MAIN. MAIN. INSTALL 70 LF OF 12" DI WATER MAIN. 70 LF OF 12" DI WATER MAIN. LF OF 12" DI WATER MAIN. OF 12" DI WATER MAIN. 12" DI WATER MAIN. DI WATER MAIN. MAIN. INSTALL 38 LF OF 12" DI WATER MAIN. 38 LF OF 12" DI WATER MAIN. LF OF 12" DI WATER MAIN. OF 12" DI WATER MAIN. 12" DI WATER MAIN. DI WATER MAIN. MAIN. INSTALL 11.25 (MJ) BEND. 11.25°(MJ) BEND. BEND. INSTALL BLOWOFF VALVE PER MWC DETAIL NO. 108, SHEET C9.C9..

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12" WATERLINE BOTTOM OF PIPE ELEVATION (TYP)

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EG ELEVATION AT

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EXISTING GRADE AT

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3' MIN.

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(FEET)

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(FEET)

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APPROXIMATE LOCATION OF 16" WATER LINE

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FINISHED GRADE AT

AutoCAD SHX Text C6

1. COVER ALL DISTURBED NON-ROADWAY AREAS WITH HYDROSEEDED MIXTURE OF COVER ALL DISTURBED NON-ROADWAY AREAS WITH HYDROSEEDED MIXTURE OF GRASS SEED, FERTILIZER AND TACKIFIER. HYDROSEEDING MIXTURE SHALL BE AS FOLLOWS: BLUE WILDRYE (ELYMUS GLAUCUS) - 25% CALIFORNIA OATGRASS (DANTHONIA CALIFORNICA) 25% IDAHO FESCUE (FESTUCA IDAHOENIS) 25% BLUEBUNCH WHEATGRASS (PSEUDOREGNARIA SPICOTA) - 25% TACKIFIER (AS NEEDED) APPLICATION RATE SHALL BE 10 LB PER ACRE 2. AT ANY POINT WHERE UTILITIES CROSS, CONTRACTOR TO VERIFY LOCATION AT ANY POINT WHERE UTILITIES CROSS, CONTRACTOR TO VERIFY LOCATION AND ELEVATIONS PRIOR TO CONSTRUCTION. NOTIFY ENGINEER IF PROBLEM EXISTS. 3. REMOVE EXISTING 14" STEEL PIPE WHEREVER IT CONFLICTS WITH PROPOSED REMOVE EXISTING 14" STEEL PIPE WHEREVER IT CONFLICTS WITH PROPOSED WATERLINE. 4. PIPE BEDDING AND PIPE ZONE MATERIAL SHALL BE "-0 CRUSHED ROCK.PIPE BEDDING AND PIPE ZONE MATERIAL SHALL BE "-0 CRUSHED ROCK.34"-0 CRUSHED ROCK.

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25+10.0 26+00.0 26+00.0 26+75.0 26+75.0 27+45.0 27+45.0 29+00.0

PLAN STA 25+10 TO STA 29+00

PROFILE STA 25+10 TO STA 29+00

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ETREE REMOVAL

NO. SIZE & DESCRIPTION

1 8" OAK

2 6" RUSSIAN OLIVE

3 6" OAK

4 8" RUSSIAN OLIVE

5 6" OAK

6 (2) 18" MADRONES

7 16" MADRONE

8 8" OAK

9 6" OAK

10 8" MADRONE

11 10" OAK

12 12" OAK

13 (4) 12" MADRONES

14 8" FIR

15 12" MADRONE

END PROJECT STA 29+00 GENERAL NOTES

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-0

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88332PE

OREGON

EXPIRES 6/30/24

GI NEERREG

ISTERED PROFESSIONAL

DAN I E L S C A LAS

MBER 9 201

3DECE

O F

P& P S

+1 0 T

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(SEE SHEET C6)

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AutoCAD SHX Text CONSTRUCT TRENCH, CLASS B BACKFILL, BEDDING AND PIPE ZONE PER OREGON STANDARD DRAWING RD300, SHEET C9. C9. . INSTALL 287 LF OF 12" DI WATER MAIN. INSTALL 67 LF OF 12" DI WATER MAIN. INSTALL 12"X12" TEE WITH VALVE AND BLIND FLANGE (EAST). INSTALL (2) 12" GATE VALVES (WEST AND SOUTH), AND (2) THRUST BLOCKS. POUR 24"X24"X4" CONCRETE COLLAR AROUND VALVE BOX. SEE OREGON STANDARD DRAWING 258, SHEET C8 FOR COLLAR AND MWC STANDARD DRAWING 109, SHEET C8 FOR THRUST BLOCK SCHEDULE. C8 FOR THRUST BLOCK SCHEDULE. FOR THRUST BLOCK SCHEDULE. INSTALL 22.5° (MJ) VERTICAL ELBOW.CONSTRUCT 4"-0 MINUS CRUSHED ROCK CHECK DAMS AND 20' LONG WATTLES ALTERNATING AS SHOWN ON PLANS SPACED 25' APART. SLOPE THE DIRECTION AS SHOWN ON PLANS. WATTLES SHALL BE SECURELY STAKED IN PLACE AND SHALL REMAIN IN PLACE AS A SEMI-PERMANENT FEATURE PER OREGON STANDARD DRAWING RD1005, SHEET C10. CITY TO INSTALL TAP AND 1" AIR RELEASE VALVE WITH TYPE K COPPER LATERAL PER MWC STANDARD DETAIL 108, SHEET C9. INSTALL FIRE HYDRANT ASSEMBLY PER OREGON STANDARD DRAWING RD254, SHEET C8. C8. . INSTALL 12"X12" TEE. INCLUDES 12"X6" REDUCER TO WATER LINE (NORTH), AND 12" GATE VALVE TO FIRE HYDRANT (WEST). CONTRACTOR TO COMPLETE HYDROSTATIC TESTING, BACTERIAL TESTING, AND DISINFECTION PRIOR TO CONNECTING TO EXISTING 8" WATER MAIN. REMOVE EXISTING THRUST BLOCK AND FLANGE. INSTALL 8"X12" INCREASER AND 11.25° VERTICAL BEND. CONTACT CITY OF ASHLAND WATER QUALITY DIVISIONPRIOR TO REMOVAL OF THRUST BLOCK. INSTALL CONCRETE PIPE ANCHORS PER OREGON STANDARD DRAWING NO. RD332, SHEET C9. CONCRETE ANCHORS TO BE SPACED 25 FEET OC. C9. CONCRETE ANCHORS TO BE SPACED 25 FEET OC. . CONCRETE ANCHORS TO BE SPACED 25 FEET OC. INSTALL 12" GATE VALVE PER OREGON STANDARD DRAWING NO RD258, SHEET C8. POUR 24"X24"X4" CONCRETE COLLAR AROUND VALVE BOX (TYP). C8. POUR 24"X24"X4" CONCRETE COLLAR AROUND VALVE BOX (TYP). . POUR 24"X24"X4" CONCRETE COLLAR AROUND VALVE BOX (TYP). PROTECT ITEM IN PLACE. IF NECESSARY, REMOVE AND RE-INSTALL.

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12" WATERLINE BOTTOM OF PIPE ELEVATION (TYP)

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EG ELEVATION AT (TYP)

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EXISTING GRADE AT (TYP)

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(FEET)

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(FEET)

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3' MIN.

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TOE OF BANK

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TOP OF BANK

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EXISTING AIR VALVE

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PROPERTY LINE

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1. COVER ALL DISTURBED NON-ROADWAY AREAS WITH HYDROSEEDED MIXTURE OF COVER ALL DISTURBED NON-ROADWAY AREAS WITH HYDROSEEDED MIXTURE OF GRASS SEED, FERTILIZER AND TACKIFIER. HYDROSEEDING MIXTURE SHALL BE AS FOLLOWS: BLUE WILDRYE (ELYMUS GLAUCUS) - 25% CALIFORNIA OATGRASS (DANTHONIA CALIFORNICA) 25% IDAHO FESCUE (FESTUCA IDAHOENIS) 25% BLUEBUNCH WHEATGRASS (PSEUDOREGNARIA SPICOTA) - 25% TACKIFIER (AS NEEDED) APPLICATION RATE SHALL BE 10 LB PER ACRE 2. SEE TREE REMOVAL SCHEDULE FOR A LISTING OF ALL TREES, 6 INCH DBH OR SEE TREE REMOVAL SCHEDULE FOR A LISTING OF ALL TREES, 6 INCH DBH OR LARGER, TO BE REMOVED. 3. AT ANY POINT WHERE UTILITIES CROSS, CONTRACTOR TO VERIFY LOCATION AT ANY POINT WHERE UTILITIES CROSS, CONTRACTOR TO VERIFY LOCATION AND ELEVATIONS PRIOR TO CONSTRUCTION. NOTIFY ENGINEER IF PROBLEM EXISTS. 4. PIPE BEDDING AND PIPE ZONE MATERIAL SHALL BE "-0 CRUSHED ROCK.PIPE BEDDING AND PIPE ZONE MATERIAL SHALL BE "-0 CRUSHED ROCK.34"-0 CRUSHED ROCK.

STA 25+10.7 TEE DETAIL

STA 10+30 TEE DETAIL

HANDHOLE FOR ACCESS TO TRACER WIRE

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SHEET NUMBER:

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-0

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W A

E R

Y O

F A

N D

88332PE

OREGON

EXPIRES 6/30/24

G I NEERREGISTERED PROFESSIONAL

DAN I E L S C A LAS

MBER 9 201

3DECE

O F

ILS

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12" GATE VALVE

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BLIND FLANGE

AutoCAD SHX Text 12"x12" D.I. TEE

AutoCAD SHX Text 14" STEEL PIPE REMOVAL ENDS 10' FROM TEE. CITY TO INSTALL FABRICATED CAP, LEAVE 5' GAP FROM THRUST BLOCK TO END OF PIPE.

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12" PIPE

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AutoCAD SHX Text C8

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STORM PIPE

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EXTEND LINE 5' BEYOND TEE

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12" GATE VALVE

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12" (TYP.)

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FINISH GRADE

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PVC VALVE BOX EXTENSION

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LOCATE WIRE PER PROJECT SPECIFICATIONS

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6" THICK CONCRETE COLLAR

AutoCAD SHX Text C.I. VALVE BOX WITH C.I. COVER TO BE FLUSH WITH FINISH GRADE AND LABELED "SANITARY SEWER"

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GRAVEL BACKFILL

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CARSONITE WATER UTILITY MARKER OR APPROVED EQUAL

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CAUTION WATER MAIN

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LEAVE 18" OF WIRE INSIDE OF BOX EXTENSION

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CONTRACTOR TO INSTALL 12" GATE VALVE

AutoCAD SHX Text CITY TO INSTALL 6x6" D.I. TEE

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PROPOSED 12" PIPE

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EXISTING 6" PIPE

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CITY TO INSTALL THRUST BLOCK

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AutoCAD SHX Text C8

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12" PIPE

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(E) 14" STEEL WATER MAIN

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THRUST BLOCK, SEE MWC STD DET 109, THIS SHEET

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THRUST BLOCK, SEE MWC STD DET 109, THIS SHEET

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CITY TO INSTALL 6" BLOCK VALVE

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CONTRACTOR TO INSTALL 6"X12" REDUCER

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SHEET NUMBER:

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-0

BS D

W A

E R

Y O

F A

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88332PE

OREGON

EXPIRES 6/30/24

G I NEERREGISTERED PROFESSIONAL

DAN I E L S C A LAS

MBER 9 201

3DECE

O F

ILS

D B

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C H

D B

SHEET NUMBER:

M O

N S

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-0

BS D

W A

E R

Y O

F A

N D

88332PE

OREGON

EXPIRES 6/30/24

G I NEERREGISTERED PROFESSIONAL

DAN I E L S C A LAS

MBER 9 201

3DECE

O F

C10

D B

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SHEET NUMBER:

M O

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-0

BS D

W A

E R

Y O

F A

N D

88332PE

OREGON

EXPIRES 6/30/24

G I NEERREGISTERED PROFESSIONAL

DAN I E L S C A LAS

MBER 9 201

3DECE

O F

C11

P D

C11

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STANDARD EROSION AND SEDIMENTS CONTROL PLAN NOTES

CONSTRUCTION NOTES

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SHEET NUMBER:

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-0

BS D

W A

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F A

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88332PE

OREGON

EXPIRES 6/30/24

G I NEERREGISTERED PROFESSIONAL

DAN I E L S C A LAS

MBER 9 201

3DECE

O F

C12

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IVY LANE

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MORTON STREET

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WATERLINE ROAD

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BEACH CREEK FLOW --->

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UNNAMED CREEK FLOW --->

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ELEVATION IN NVD29= 752.998 METERS 2470.466'

AutoCAD SHX Text PRE-CONSTRUCTION, CLEARING, AND DEMOLITION NOTES: 1. ALL BASE ESC MEASURES (INLET PROTECTION, PERIMETER SEDIMENT CONTROL, GRAVEL CONSTRUCTION ENTRANCES, ETC.) MUST BE IN PLACE, FUNCTIONAL, AND ALL BASE ESC MEASURES (INLET PROTECTION, PERIMETER SEDIMENT CONTROL, GRAVEL CONSTRUCTION ENTRANCES, ETC.) MUST BE IN PLACE, FUNCTIONAL, AND APPROVED IN AN INITIAL INSPECTION, PRIOR TO COMMENCEMENT OF CONSTRUCTION ACTIVITIES. 2. SEDIMENT BARRIERS APPROVED FOR USE INCLUDE SEDIMENT FENCE, BERMS CONSTRUCTED OUT OF MULCH, CHIPPINGS, OR OTHER SUITABLE MATERIAL, STRAW SEDIMENT BARRIERS APPROVED FOR USE INCLUDE SEDIMENT FENCE, BERMS CONSTRUCTED OUT OF MULCH, CHIPPINGS, OR OTHER SUITABLE MATERIAL, STRAW WATTLES, OR OTHER APPROVED MATERIALS. 3. SENSITIVE RESOURCES INCLUDING, BUT NOT LIMITED TO, TREES, WETLANDS, AND RIPARIAN PROTECTION AREAS SHALL BE CLEARLY DELINEATED WITH ORANGE SENSITIVE RESOURCES INCLUDING, BUT NOT LIMITED TO, TREES, WETLANDS, AND RIPARIAN PROTECTION AREAS SHALL BE CLEARLY DELINEATED WITH ORANGE CONSTRUCTION FENCING OR CHAIN LINK FENCING IN A MANNER THAT IS CLEARLY VISIBLE TO ANYONE IN THE AREA. NO ACTIVITIES ARE PERMITTED TO OCCUR BEYOND THE CONSTRUCTION BARRIER. 4. CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE PROJECT. ADDITIONAL MEASURES CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE PROJECT. ADDITIONAL MEASURES INCLUDING, BUT NOT LIMITED TO, STREET SWEEPING AND VACUUMING MAY BE REQUIRED TO ENSURE THAT ALL PAVED AREAS ARE KEPT CLEAN FOR THE DURATION OF THE PROJECT. 5. RUN-ON AND RUN-OFF CONTROLS SHALL BE IN PLACE AND FUNCTIONING PRIOR TO BEGINNING SUBSTANTIAL CONSTRUCTION ACTIVITIES. RUN-ON AND RUN-OFF RUN-ON AND RUN-OFF CONTROLS SHALL BE IN PLACE AND FUNCTIONING PRIOR TO BEGINNING SUBSTANTIAL CONSTRUCTION ACTIVITIES. RUN-ON AND RUN-OFF CONTROL MEASURES INCLUDE: SLOPE DRAINS (WITH OUTLET PROTECTION), CHECK DAMS, SURFACE ROUGHENING, AND BANK STABILIZATION. EROSION AND SEDIMENT CONSTRUCTION NOTES: 1. THE ESCP MEASURES SHOWN ON THIS PLAN ARE MINIMUM REQUIREMENTS FOR ANTICIPATED SITE CONDITIONS. DURING THE CONSTRUCTION PERIOD, UPGRADE THESE THE ESCP MEASURES SHOWN ON THIS PLAN ARE MINIMUM REQUIREMENTS FOR ANTICIPATED SITE CONDITIONS. DURING THE CONSTRUCTION PERIOD, UPGRADE THESE MEASURES AS NEEDED TO COMPLY WITH ALL APPLICABLE LOCAL, STATE, AND FEDERAL EROSION AND SEDIMENT CONTROL REGULATIONS. 2. PHASE CLEARING AND GRADING TO THE MAXIMUM EXTENT PRACTICAL TO PREVENT EXPOSED INACTIVE AREAS FROM BECOMING A SOURCE OF EROSION. PHASE CLEARING AND GRADING TO THE MAXIMUM EXTENT PRACTICAL TO PREVENT EXPOSED INACTIVE AREAS FROM BECOMING A SOURCE OF EROSION. 3. IDENTIFY, MARK, AND PROTECT (BY FENCING OFF OR OTHER MEANS) CRITICAL RIPARIAN AREAS AND VEGETATION INCLUDING IMPORTANT TREES AND ASSOCIATED IDENTIFY, MARK, AND PROTECT (BY FENCING OFF OR OTHER MEANS) CRITICAL RIPARIAN AREAS AND VEGETATION INCLUDING IMPORTANT TREES AND ASSOCIATED ROOTING ZONES, AND VEGETATION AREAS TO BE PRESERVED. IDENTIFY VEGETATIVE BUFFER ZONES BETWEEN THE SITE AND SENSITIVE AREAS (E.G., WETLANDS), AND OTHER AREAS TO BE PRESERVED, ESPECIALLY IN PERIMETER AREAS. 4. PRESERVE EXISTING VEGETATION WHEN PRACTICAL AND RE-VEGETATE OPEN AREAS. RE-VEGETATE OPEN AREAS WHEN PRACTICABLE BEFORE AND AFTER GRADING OR PRESERVE EXISTING VEGETATION WHEN PRACTICAL AND RE-VEGETATE OPEN AREAS. RE-VEGETATE OPEN AREAS WHEN PRACTICABLE BEFORE AND AFTER GRADING OR CONSTRUCTION. IDENTIFY THE TYPE OF VEGETATIVE SEED MIX USED. 5. EROSION AND SEDIMENT CONTROL MEASURES INCLUDING PERIMETER SEDIMENT CONTROL MUST BE IN PLACE BEFORE VEGETATION IS DISTURBED AND MUST REMAIN IN EROSION AND SEDIMENT CONTROL MEASURES INCLUDING PERIMETER SEDIMENT CONTROL MUST BE IN PLACE BEFORE VEGETATION IS DISTURBED AND MUST REMAIN IN PLACE AND BE MAINTAINED, REPAIRED, AND PROMPTLY IMPLEMENTED FOLLOWING PROCEDURES ESTABLISHED FOR THE DURATION OF CONSTRUCTION, INCLUDING PROTECTION FOR ACTIVE STORM DRAIN INLETS AND CATCH BASINS AND APPROPRIATE NON-STORMWATER POLLUTION CONTROLS. 6. APPLY TEMPORARY AND/OR PERMANENT SOIL STABILIZATION MEASURES IMMEDIATELY ON ALL DISTURBED AREAS OF GRADING PROGRESSES AND FOR ALL ROADWAYS APPLY TEMPORARY AND/OR PERMANENT SOIL STABILIZATION MEASURES IMMEDIATELY ON ALL DISTURBED AREAS OF GRADING PROGRESSES AND FOR ALL ROADWAYS INCLUDING GRAVEL ROADWAYS. 7. ESTABLISH MATERIAL AND WASTE STORAGE AREAS, AND OTHER NON-STORMWATER CONTROLS. ESTABLISH MATERIAL AND WASTE STORAGE AREAS, AND OTHER NON-STORMWATER CONTROLS. 8. PREVENT TRACKING OF SEDIMENT ONTO PUBLIC OR PRIVATE ROODS USING BMPS SUCH AS: GRAVELED OR PAVED EXITS AND PARKING AREAS, PREVENT TRACKING OF SEDIMENT ONTO PUBLIC OR PRIVATE ROODS USING BMPS SUCH AS: GRAVELED OR PAVED EXITS AND PARKING AREAS, 9. GRAVEL ALL UNPAVED ROADS LOCATED ONSITE, OR USE AN EXIT TIRE WASH. THESE BMPS MUST BE IN PLACE PRIOR TO LAND-DISTURBING ACTIVITIES. GRAVEL ALL UNPAVED ROADS LOCATED ONSITE, OR USE AN EXIT TIRE WASH. THESE BMPS MUST BE IN PLACE PRIOR TO LAND-DISTURBING ACTIVITIES. 10. WHEN TRUCKING SATURATED SOILS FROM THE SITE, EITHER USE WATER-TIGHT TRUCKS OR DRAIN LOADS ON SITE. WHEN TRUCKING SATURATED SOILS FROM THE SITE, EITHER USE WATER-TIGHT TRUCKS OR DRAIN LOADS ON SITE. 11. USE BMPS TO PREVENT OR MINIMIZE STORMWATER EXPOSURE TO POLLUTANTS FROM SPILLS; VEHICLE AND EQUIPMENT FUELING, MAINTENANCE, AND STORAGE; OTHER USE BMPS TO PREVENT OR MINIMIZE STORMWATER EXPOSURE TO POLLUTANTS FROM SPILLS; VEHICLE AND EQUIPMENT FUELING, MAINTENANCE, AND STORAGE; OTHER CLEANING AND MAINTENANCE ACTIVITIES; AND WASTE HANDLING ACTIVITIES. THESE POLLUTANTS INCLUDE FUEL, HYDRAULIC FLUID, AND OTHER OILS FROM VEHICLES AND MACHINERY, AS WELL AS DEBRIS, LEFTOVER PAINTS, SOLVENTS, AND GLUES FROM CONSTRUCTION OPERATIONS. 12. IMPLEMENT THE FOLLOWING BMPS WHEN APPLICABLE: WRITTEN SPILL PREVENTION AND RESPONSE PROCEDURES, EMPLOYEE TRAINING ON SPILL PREVENTION AND IMPLEMENT THE FOLLOWING BMPS WHEN APPLICABLE: WRITTEN SPILL PREVENTION AND RESPONSE PROCEDURES, EMPLOYEE TRAINING ON SPILL PREVENTION AND PROPER DISPOSAL PROCEDURES, SPILL KITS IN ALL VEHICLES, REGULAR MAINTENANCE SCHEDULE FOR VEHICLES AND MACHINERY, MATERIAL DELIVERY AND STORAGE CONTROLS, TRAINING AND SIGNAGE, AND COVERED STORAGE AREAS FOR WASTE AND SUPPLIES. 13. USE WATER, SOIL-BINDING AGENTS OR OTHER DUST CONTROL TECHNIQUE AS NEEDED TO AVOID WIND-BLOWN SOIL. USE WATER, SOIL-BINDING AGENTS OR OTHER DUST CONTROL TECHNIQUE AS NEEDED TO AVOID WIND-BLOWN SOIL. 14. THE APPLICATION RATE OF FERTILIZERS USED TO REESTABLISH VEGETATION MUST FOLLOW MANUFACTURER'S RECOMMENDATIONS TO MINIMIZE NUTRIENT RELEASES TO THE APPLICATION RATE OF FERTILIZERS USED TO REESTABLISH VEGETATION MUST FOLLOW MANUFACTURER'S RECOMMENDATIONS TO MINIMIZE NUTRIENT RELEASES TO SURFACE WATERS. EXERCISE CAUTION WHEN USING TIME-RELEASE FERTILIZERS WITHIN ANY WATERWAY RIPARIAN ZONE. 15. IF A STORMWATER TREATMENT SYSTEM (FOR EXAMPLE, ELECTRO-COAGULATION, FLOCCULATION, FILTRATION, ETC.) FOR SEDIMENT OR OTHER POLLUTANT REMOVAL IS IF A STORMWATER TREATMENT SYSTEM (FOR EXAMPLE, ELECTRO-COAGULATION, FLOCCULATION, FILTRATION, ETC.) FOR SEDIMENT OR OTHER POLLUTANT REMOVAL IS EMPLOYED, SUBMIT AN OPERATION AND MAINTENANCE PLAN (INCLUDING SYSTEM SCHEMATIC, LOCATION OF SYSTEM, LOCATION OF INLET, LOCATION OF DISCHARGE, DISCHARGE DISPERSION DEVICE DESIGN, AND A SAMPLING PLAN AND FREQUENCY) BEFORE OPERATING THE TREATMENT SYSTEM. OBTAIN PLAN APPROVAL BEFORE OPERATING THE TREATMENT SYSTEM. OPERATE AND MAINTAIN THE TREATMENT SYSTEM ACCORDING TO MANUFACTURER'S SPECIFICATIONS. 16. AT THE END OF EACH WORKDAY SOIL STOCKPILES MUST BE STABILIZED OR COVERED, OR OTHER BMPS MUST BE IMPLEMENTED TO PREVENT DISCHARGES TO SURFACE AT THE END OF EACH WORKDAY SOIL STOCKPILES MUST BE STABILIZED OR COVERED, OR OTHER BMPS MUST BE IMPLEMENTED TO PREVENT DISCHARGES TO SURFACE WATERS OR CONVEYANCE SYSTEMS LEADING TO SURFACE WATERS. 17. CONSTRUCTION ACTIVITIES MUST AVOID OR MINIMIZE EXCAVATION AND CREATION OF BARE GROUND DURING WET WEATHER OCTOBER 01 - MAY 31. CONSTRUCTION ACTIVITIES MUST AVOID OR MINIMIZE EXCAVATION AND CREATION OF BARE GROUND DURING WET WEATHER OCTOBER 01 - MAY 31. 18. SEDIMENT FENCE: REMOVE TRAPPED SEDIMENT BEFORE IT REACHES ONE THIRD OF THE ABOVE GROUND FENCE HEIGHT AND BEFORE FENCE REMOVAL. SEDIMENT FENCE: REMOVE TRAPPED SEDIMENT BEFORE IT REACHES ONE THIRD OF THE ABOVE GROUND FENCE HEIGHT AND BEFORE FENCE REMOVAL. 19. OTHER SEDIMENT BARRIERS (SUCH AS BIOBAGS): REMOVE SEDIMENT BEFORE IT REACHES TWO INCHES DEPTH ABOVE GROUND HEIGHT AND BEFORE BMP REMOVAL. OTHER SEDIMENT BARRIERS (SUCH AS BIOBAGS): REMOVE SEDIMENT BEFORE IT REACHES TWO INCHES DEPTH ABOVE GROUND HEIGHT AND BEFORE BMP REMOVAL. 20. CATCH BASINS: CLEAN BEFORE RETENTION CAPACITY HAS BEEN REDUCED BY FIFTY PERCENT. CATCH BASINS: CLEAN BEFORE RETENTION CAPACITY HAS BEEN REDUCED BY FIFTY PERCENT. 21. SEDIMENT BASINS AND SEDIMENT TRAPS: REMOVE TRAPPED SEDIMENTS BEFORE DESIGN CAPACITY HAS BEEN REDUCED BY FIFTY PERCENT AND AT COMPLETION OF SEDIMENT BASINS AND SEDIMENT TRAPS: REMOVE TRAPPED SEDIMENTS BEFORE DESIGN CAPACITY HAS BEEN REDUCED BY FIFTY PERCENT AND AT COMPLETION OF PROJECT. 22. WITHIN 24 HOURS, SIGNIFICANT SEDIMENT THAT HAS LEFT THE CONSTRUCTION SITE, MUST BE REMEDIATED. INVESTIGATE THE CAUSE OF THE SEDIMENT RELEASE AND WITHIN 24 HOURS, SIGNIFICANT SEDIMENT THAT HAS LEFT THE CONSTRUCTION SITE, MUST BE REMEDIATED. INVESTIGATE THE CAUSE OF THE SEDIMENT RELEASE AND IMPLEMENT STEPS TO PREVENT A RECURRENCE OF THE DISCHARGE WITHIN THE SAME 24 HOURS. ANY IN-STREAM CLEAN UP OF SEDIMENT SHALL BE PERFORMED ACCORDING TO THE OREGON DIVISION OF STATE LANDS REQUIRED TIMEFRAME. 23. THE INTENTIONAL WASHING OF SEDIMENT INTO STORM SEWERS OR DRAINAGE WAYS MUST NOT OCCUR. VACUUMING OR DRY SWEEPING AND MATERIAL PICKUP MUST BE THE INTENTIONAL WASHING OF SEDIMENT INTO STORM SEWERS OR DRAINAGE WAYS MUST NOT OCCUR. VACUUMING OR DRY SWEEPING AND MATERIAL PICKUP MUST BE USED TO CLEANUP RELEASED SEDIMENTS. 24. PROVIDE PERMANENT EROSION CONTROL MEASURES ON ALL EXPOSED AREAS. DO NOT REMOVE TEMPORARY SEDIMENT CONTROL PRACTICES UNTIL PERMANENT PROVIDE PERMANENT EROSION CONTROL MEASURES ON ALL EXPOSED AREAS. DO NOT REMOVE TEMPORARY SEDIMENT CONTROL PRACTICES UNTIL PERMANENT VEGETATION OR OTHER COVER OF EXPOSED AREAS IS ESTABLISHED. HOWEVER, DO REMOVE ALL TEMPORARY EROSION CONTROL MEASURES AS EXPOSED AREAS BECOME STABILIZED, UNLESS DOING SO CONFLICTS WITH LOCAL REQUIREMENTS. PROPERLY DISPOSE OF CONSTRUCTION MATERIALS AND WASTE, INCLUDING SEDIMENT RETAINED BY TEMPORARY BMPS. 25. IF VEGETATIVE SEED MIXES ARE SPECIFIED, SEEDING MUST TAKE PLACE NO LATER THAN SEPTEMBER 1; THE TYPE AND PERCENTAGES OF SEED IN THE MIX MUST BE IF VEGETATIVE SEED MIXES ARE SPECIFIED, SEEDING MUST TAKE PLACE NO LATER THAN SEPTEMBER 1; THE TYPE AND PERCENTAGES OF SEED IN THE MIX MUST BE IDENTIFIED ON THE PLANS. 26. ALL PUMPING OF SEDIMENT LADEN WATER SHALL BE DISCHARGED OVER AN UNDISTURBED, PREFERABLY VEGETATED AREA, AND THROUGH A SEDIMENT CONTROL BMP ALL PUMPING OF SEDIMENT LADEN WATER SHALL BE DISCHARGED OVER AN UNDISTURBED, PREFERABLY VEGETATED AREA, AND THROUGH A SEDIMENT CONTROL BMP I.E. (FILTER BAG). 27. ALL EXPOSED SOILS MUST BE COVERED DURING THE WET WEATHER PERIOD, OCTOBER 01 - MAY 31. ALL EXPOSED SOILS MUST BE COVERED DURING THE WET WEATHER PERIOD, OCTOBER 01 - MAY 31. 28. IF WATER OF THE STATE IS WITHIN THE PROJECT SITE OR WITHIN 50 FEET OF THE PROJECT BOUNDARY, MAINTAIN THE EXISTING NATURAL BUFFER WITHIN THE IF WATER OF THE STATE IS WITHIN THE PROJECT SITE OR WITHIN 50 FEET OF THE PROJECT BOUNDARY, MAINTAIN THE EXISTING NATURAL BUFFER WITHIN THE 50-FOOT ZONE FOR THE DURATION OF THE PERMIT COVERAGE, OR MAINTAIN LESS THAN THE ENTIRE EXISTING NATURAL BUFFER AND PROVIDE ADDITIONAL EROSION AND SEDIMENT CONTROL BMPS.

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AutoCAD SHX Text INSTALL TYPE 2 GRAVEL CONSTRUCTION ENTRANCE (4" TO 6" CLEAN ROCK) PER OREGON STANDARD DRAWING NO RD1000, SHEET C10. C10. . INSTALL INLET PROTECTION (TYPE 4) BIOFILTER BAGS PER OREGON STANDARD DRAWING NO RD1015, SHEET C10. C10. . INSTALL 1040' OF SEDIMENT FENCE (TYPE 3) ALONG ACTIVE CONSTRUCTION AREAS PER OREGON STANDARD DRAWING NO RD1030, SHEET C10. C10. . INSTALL 135' SEDIMENT FENCE PER OREGON STANDARD DRAWING NO RD1040, SHEET C11.C11..

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(FEET)

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WATER FLOW PATH (TYP.)

C12

NOTE SIGN

panelStyle:construction_warning.ssi panelName:namepanelQuantity:1panelStation:nonepanelMaterial:0legendMaterial:0panelMounting:0panelWidthLock:0panelHeightLock:0marginAlign:9panelRoundCorners:0panelSizes:constructPanelMode:0constructPanels:36|24|18

MUTCD REFERENCE

NUMBER

TRAFFIC CONTROL NOTES

TRAFFIC CONTROL LEGEND

D B

Y D

T D

N B

C H

D B

SHEET NUMBER:

M O

N S

O W

-0

BS D

W A

E R

Y O

F A

N D

88332PE

OREGON

EXPIRES 6/30/24

G I NEERREGISTERED PROFESSIONAL

DAN I E L S C A LAS

MBER 9 201

3DECE

O F

C13

FIC

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IVY LANE

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MORTON STREET

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WATERLINE ROAD

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BEACH CREEK FLOW --->

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UNNAMED CREEK FLOW --->

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AutoCAD SHX Text 75'

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FLAGGER

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TAPER

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BUFFER

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BUFFER

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TAPER

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FLAGGER

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ELEVATION IN NVD29= 752.998 METERS 2470.466'

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(FEET)

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BE PREPARED TO STOP

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ROAD WORK AHEAD

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AutoCAD SHX Text W3-4 (48"x48") OPTIONAL DUE TO LOW TRAFFIC FLOW

AutoCAD SHX Text CW23-2 (48"x48") OPTIONAL DUE TO LOW TRAFFIC FLOW

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1. PROVIDE TRAFFIC CONTROL MEASURES AND DEVICES THAT COMPLY WITH THE LATEST EDITION OF THE PROVIDE TRAFFIC CONTROL MEASURES AND DEVICES THAT COMPLY WITH THE LATEST EDITION OF THE "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES" (MUTCD), THE OREGON TEMPORARY TRAFFIC CONTROL HANDBOOK, OREGON STANDARD DRAWINGS TM800 AND TM850, THE PROJECT SPECIFIC SPECIAL PROVISIONS, AND ADDITIONAL TRAFFIC CONTROL DRAWINGS OR DETAILS INCLUDED IN THESE PLANS. 2. REFER TO SPECIAL PROVISIONS 00220 TO 00224 FOR REQUIREMENTS FOR ACCOMMODATING PUBLIC TRAFFIC REFER TO SPECIAL PROVISIONS 00220 TO 00224 FOR REQUIREMENTS FOR ACCOMMODATING PUBLIC TRAFFIC AND WORK ZONE TRAFFIC CONTROL. 3. CONDUCT WORK AT ALL TIMES SO THAT THERE IS THE LEAST POSSIBLE INTERFERENCE WITH OR HAZARD TO CONDUCT WORK AT ALL TIMES SO THAT THERE IS THE LEAST POSSIBLE INTERFERENCE WITH OR HAZARD TO THE TRAVELING PUBLIC AND AFFECTED COMMUNITY. 4.

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File details come from the government source that posted it. Updated Mar 9, 2026.