720001 Crestview Waterline- Final Plans_REV 1.pdf

PDF 12 MB Posted Apr 30, 2024

Attached to: 720001 Crestview Waterline
Solicitation number: S-KS0043-00010270
Issued by: Marion County, Oregon

About this file

Written by GovTribe AI · Jul 31, 2024

The document provided is the final plans for the 720001 Crestview Waterline project, a state and local contract opportunity in Oregon with an estimated value between $1.5M and $1.7M. The project involves the construction of a new waterline. No additional details on the project's timeline, response requirements, or awarded contractor are provided in the file.

The pricing terms, set asides, incumbent contractors, funding requirements, and other salient contract details are not included in this file. Additional documentation would be needed to summarize those aspects of the state and local contract opportunity.

View the file

Other files

File	Type	Posted
720001 Crestview Waterline Project Manual-ADD1.pdf	PDF	Apr 30, 2024
720001-Notice of Intent to Award_signed.pdf	PDF	Apr 30, 2024
234128 Bid Opening Zoom Link.pdf	PDF	Apr 30, 2024
Addendum1.pdf	PDF	Apr 30, 2024
720001 Crestview Waterline Project Manual.pdf	PDF	Apr 30, 2024
245034 Bid Manual.pdf	PDF	Apr 30, 2024
720001 Crestview Waterline- Final Plans.pdf	PDF	Apr 30, 2024
720001 Bid Tab.pdf	PDF	Apr 30, 2024
720001_Supplemental_Letter-Signed.pdf	PDF	Apr 30, 2024
72001 Bid results.pdf	PDF	Apr 30, 2024

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CITY OF SALEM - DEPARTMENT OF PUBLIC WORKS

555 LIBERTY STREET SE - SALEM, OREGON 97301

VICINITY MAP

PN: 720001

CRESTVIEW WATERLINE PROJECT AREA

Call before you dig.

Know what's below.

ATTENTION:

UTILITY CONTACTS

SHEET OF

SHEET TITLE

HORIZ DATUM:

VERT DATUM:

HORIZ SCALE:

VERT SCALE:

DESIGN:

DRAWN:

CHECKED:

APPROVED:

NO. DATE BYDESCRIPTION

REVISIONS

SALEM PUBLIC WORKS DEPART

MENT

NOISIVIDGNIREE

N NIGE

CRESTVIEW

WATERLINE

SHEET PREPARED BY:

245 Commercial St. SE, Suite 210 Salem, Oregon 97301

(503) 364-2002

PN:720001

NGVD29(COS)

NAD83(2011)

OREGON

EXPIRES: 06-30-2026

100901PEREG

ISTERED PROFESSIONALENGINEER

JULY 11, 2023

PAMELA GREENE V ILLA RREA

BOICE ST S

SCHURMAN DR S

C R

D R

COBURN ST S

O T

O N

R S

TITLE SHEET

G-01

MRN

PGV

AS SHOWN

PAO

1 28

PAO, JLR

GRAVEL PLAN

AC PAVEMENT-PLAN AGGREGATE MATERIAL

UTILITIES AND TOPOGRAPHIC FEATURES

TO BE BUILT EXISTING

W W W W W

STORM-(CB T1/T2/T3/T4) CO

WATER METERWATER VALVE

RIGHT OF WAY

POWER POLE & ANCHORMAILBOX

FIRE HYDRANT

SANITARY SEWER

STORM DRAIN

WATER

NATURAL GAS

COMMUNICATION

MATERIAL IDENTIFICATION

NATURAL GROUND SECTION

CURB &

<8''SS <8''SS

<10''SD <10''SD

<8''SS

<10''SD

OHP OHP OHP OHP OHP OHP OHP OHP

ELECTRICITY

UNDERGROUND

ELECTRICITY

OVERHEAD

T T T T T T T T T

FENCE O O O O O X X X X X

WITH DRIVEWAY

SIDEWALK

AC PAVEMENT

TYPICAL SECTION

CONCRETE

PLAN/TYPICAL SECTION

NG NG NG NG NG NG NG NG NG

ROW ROW ROW ROW ROW ROW ROW

PROPERTY LINE

EASEMENT LINE

TO BE BUILT / EXISTING

UGP UGP UGP UGP UGP UGP UGP UGP

WORK DONE BY CONTRACTOR WORK DONE BY CITY FORCES WORK DONE BY OTHERS

DECIDUOUS EVERGREEN

TELEPHONE PED GAS VALVE

IRRIGATION LIGHTING

CALLOUTS

SEWER-(CO/

INSPECTION PORT)

EP EP EP EP EP EP EP EP EPEDGE OF

PAVEMENT

CULVERT

GENERAL CONSTRUCTION NOTES

SHEET OF

SHEET TITLE

HORIZ DATUM:

VERT DATUM:

HORIZ SCALE:

VERT SCALE:

DESIGN:

DRAWN:

CHECKED:

APPROVED:

NO. DATE BYDESCRIPTION

REVISIONS

SALEM PUBLIC WORKS DEPART

MENT

NOISIVIDGNIREE

N NIGE

CRESTVIEW

WATERLINE

SHEET PREPARED BY:

245 Commercial St. SE, Suite 210 Salem, Oregon 97301

(503) 364-2002

PN:720001

NGVD29(COS)

NAD83(2011)

OREGON

EXPIRES: 06-30-2026

100901PEREG

ISTERED PROFESSIONALENGINEER

JULY 11, 2023

PAMELA GREENE V ILLA RREA

GENERAL

CONSTRUCTION

NOTES

G-02

MRN

PGV

AS SHOWN

PAO

1. ALL CONSTRUCTION SHALL BE TO CITY OF SALEM STANDARDS AND SPECIFICATIONS AND THE SPECIAL

PROVISIONS DEVELOPED FOR THIS PROJECT.

2. REFERENCE STANDARD CONSTRUCTION SPECIFICATIONS FOR REQUIREMENTS REGARDING PROTECTION OF

EXISTING FACILITIES AND TREES.

3. REFERENCE STANDARD CONSTRUCTION SPECIFICATIONS FOR REQUIREMENTS REGARDING OPERATION OF

EXISTING WATER VALVES.

4. REFERENCE STANDARD CONSTRUCTION SPECIFICATIONS FOR TRAFFIC PROTECTION AND CONTROL

REQUIREMENTS.

5. UTILITY COORDINATION:

A. THE LOCATION AND DESCRIPTION OF EXISTING UTILITIES SHOWN ARE COMPILED FROM AVAILABLE RECORDS AND/OR FIELD SURVEYS. THE CITY OR UTILITY COMPANIES DO NOT GUARANTEE THE ACCURACY NOR THE

COMPLETENESS OF SUCH RECORDS.

B. ATTENTION: OREGON LAW REQUIRES YOU TO FOLLOW RULES ADOPTED BY THE OREGON UTILITY NOTIFICATION CENTER. THOSE RULES ARE SET FORTH IN OAR 952-001-0010 THROUGH OAR 952-001-0090. YOU MAY OBTAIN COPIES OF THE RULES BY CALLING THE CENTER. (NOTE: THE TELEPHONE NUMBER FOR THE

OREGON UTILITY NOTIFICATION CENTER IS (503)-232-1987).

C. PROVISIONS SHALL BE MADE BY THE CONTRACTOR TO KEEP ALL EXISTING UTILITIES IN SERVICE AND

PROTECT THEM DURING CONSTRUCTION.

D. UTILITIES, OR INTERFERING PORTIONS OF UTILITIES, THAT ARE ABANDONED IN PLACE SHALL BE REMOVED BY THE CONTRACTOR TO THE EXTENT NECESSARY TO ACCOMPLISH THE WORK. THE CONTRACTOR SHALL

PLUG THE REMAINING EXPOSED ENDS OF ABANDONED UTILITIES.

6. REFERENCE STANDARD CONSTRUCTION SPECIFICATIONS FOR ANY ADDITIONAL UTILITY COORDINATION

REQUIREMENTS.

7. THE CONTRACTOR SHALL BE EXPECTED TO VISIT THE SITE AND MAKE THEIR OWN DETERMINATION OF

TOPOGRAPHIC FEATURES REQUIRING RESTORATION.

8. DO NOT REMOVE TREES EXCEPT AS APPROVED BY THE CITY. PROTECT ALL ROOTS TWO INCHES AND LARGER IN

DIAMETER. TRIM TREES, SHRUBS AND HEDGES ONLY AS DIRECTED BY THE CITY.

9. ALL CONSTRUCTION SHALL CONFORM TO OREGON D.E.Q. PERMIT No. 1200-CA, A COPY OF WHICH IS INCLUDED IN

THE SPECIAL PROVISIONS.

10. REFERENCE SECTION OF THE SPECIAL PROVISIONS AND STANDARD CONSTRUCTION SPECIFICATIONS

REGARDING TEMPORARY ASPHALT PATCHING REQUIREMENTS.

11. THE CONTRACTOR SHALL POTHOLE AND VERIFY LOCATIONS, ELEVATIONS, TYPES AND SIZES OF ALL EXISTING UTILITIES PRIOR TO CONSTRUCTING PIPELINES AND SHALL NOTIFY ENGINEER OF NEED TO ADJUST PIPING INSTALLATION ACCORDINGLY. POTHOLING AND TRENCH EXCAVATION SHALL SUFFICIENTLY PRECEDE LAYING OF PIPE TO ALLOW REQUIRED ELEVATION AND ALIGNMENT ADJUSTMENTS TO BE ACCOMPLISHED WITHOUT REWORK.

COMPENSATION FOR POTHOLING AND COORDINATION REQUIRED FOR RELOCATING UTILITIES SHALL BE

INCIDENTAL TO OTHER WORK PERFORMED.

12. CONTRACTOR SHALL PROVIDE ENGINEER WITH MINIMUM 24 HOURS NOTICE PRIOR TO POTHOLING. COORDINATE WITH ENGINEER TO REVIEW UTILITY INVESTIGATIONS AND TO MAKE APPROPRIATE ADJUSTMENTS FOR ANY

ALIGNMENT OR GRADE CONFLICTS.

2 28

ROW

R O

W R

O W

R O

W R

O W

R O

W R

O W

R O

W R

O W

R O

W R

O W

R O

W R

O W

R O

W R

O W

R O

W R

O W

R O

W R

O W

R O

W R

O W

R O

W R

O W

R O

W R

O W

R O

W R

O W

R O

W R

O W

R O

W R

O W

R O

W R

O W

ROW ROW ROW ROW ROW ROW ROW ROW ROW

ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW

ROW

R O

W R

O W

R O

W R

O W

R O

W R

O W

R O

W R

O W

R O

W R

O W

R O

ROW

R O

ROW

ROW ROW ROW

ROW

R O

W R

O W

R O

W R

O W

R O

W R

O W

R O

ROW

BH-8

BH-1BH-2

-3

-4

BH-5

BH-6

BH-7

BH-9

BH-10

BH-11

5 24

0 25

0 27

355355 36 0 36

5 37 0 375

0 435

C R

D R

COBURN ST S

H O

BOLTON TERRACE S

O T

BOICE ST S

SHEET OF

SHEET TITLE

HORIZ DATUM:

VERT DATUM:

HORIZ SCALE:

VERT SCALE:

DESIGN:

DRAWN:

CHECKED:

APPROVED:

NO. DATE BYDESCRIPTION

REVISIONS

SALEM PUBLIC WORKS DEPART

MENT

NOISIVIDGNIREE

N NIGE

CRESTVIEW

WATERLINE

SHEET PREPARED BY:

245 Commercial St. SE, Suite 210 Salem, Oregon 97301

(503) 364-2002

PN:720001

NGVD29(COS)

NAD83(2011)

OREGON

EXPIRES: 06-30-2026

100901PEREG

ISTERED PROFESSIONALENGINEER

JULY 11, 2023

PAMELA GREENE V ILLA RREA

PAGE LAYOUT

G-03

MRN

PGV

AS SHOWN

PAO

W-01

W -0

W-02

W-03

W -0

W-05 / W-07

3 28

Point Table

Point #

Northing

465937.9331

466050.0043

466498.7265

466736.9609

466669.6596

466925.1646

466044.8334

465956.7109

466034.4905

466002.6653

465997.4757

466357.8263

466283.0243

466208.0355

466133.2187

466257.9858

466332.9520

466407.7863

466741.8504

466735.8768

466870.7677

466851.6769

466843.0336

466807.4608

466755.7427

466635.2161

466652.2451

466051.3118

466001.5322

466057.9586

465880.3312

466507.9205

466693.5204

466418.1245

466647.3069

466802.3850

466841.9009

466651.2835

466578.1133

Easting

7540707.1681

7540430.0562

7540278.1306

7540080.7308

7539454.9934

7539400.5187

7540848.3797

7540447.6577

7540424.4544

7540625.4597

7540775.6045

7540461.0037

7540458.5561

7540456.0695

7540458.2449

7540407.7177

7540410.0965

7540412.5050

7539816.8502

7539796.6599

7539820.9346

7539447.9146

7539410.9354

7539397.6624

7539415.9194

7539448.1708

7539506.4350

7540665.8215

7540662.8566

7540504.7467

7540473.1100

7540455.7944

7540345.3744

7540108.0220

7539999.4081

7539997.3177

7539906.1744

7539844.0809

7539841.1342

Elevation

446.731

408.955

359.739

305.446

226.951

236.241

434.227

419.672

408.036

434.864

437.025

390.686

391.030

396.015

402.354

390.087

383.433

381.789

266.717

265.983

267.490

233.504

233.422

231.988

229.277

226.993

228.672

433.936

435.684

414.699

432.478

379.698

358.343

354.273

315.001

287.326

276.178

281.393

290.777

Raw Description

S-CP

F-MM

ROW

R O

W R O

R O

W R

O W

R O

W R

O W

R O

ROW ROW

ROW ROW ROW

ROW

R O

ROW

R O

W R

O W

R O

BH-8

BH-1BH-2

-3

-4

BH-5

BH-6

BH-7

BH-9

BH-10

BH-11

139 136

131 129

105 130

C O

R \2

W W

E\ C

\3 _D

N \D

N S-

1\ G

-0

C O

O L

W G

: 3

/5 /2

P M

: 4 /2

A M

SHEET OF

SHEET TITLE

HORIZ DATUM:

VERT DATUM:

HORIZ SCALE:

VERT SCALE:

DESIGN:

DRAWN:

CHECKED:

APPROVED:

NO. DATE BYDESCRIPTION

REVISIONS

SALEM PUBLIC WORKS DEPART

MENT

NOISIVIDGNIREE

N NIGE

CRESTVIEW

WATERLINE

SHEET PREPARED BY:

245 Commercial St. SE, Suite 210 Salem, Oregon 97301

(503) 364-2002

PN:720001

NGVD29(COS)

NAD83(2011)

OREGON

EXPIRES: 06-30-2026

100901PEREG

ISTERED PROFESSIONALENGINEER

JULY 11, 2023

PAMELA GREENE V ILLA RREA

SURVEY

CONTROL SHEET

G-04

MRN

PGV

AS SHOWN

PAO

NOTES

1. BASIS OF BEARINGS AND COORDINATE SYSTEM IS BASED ON THE OREGON STATE PLANE NORTH

ZONE, NAD83(2011), EPOCH 2010.00. ALL DISTANCES SHOWN HEREON ARE GROUND DISTANCES.

2. ELEVATIONS WERE ESTABLISHED BY STATIC GPS OBSERVATIONS TO CITY OF SALEM BENCHMARK

NO. 3009. MARK IS A BRASS DISK IN THE CURB AT THE SOUTHWEST CORNER OF SALEM HEIGHTS

AVENUE S. AND WINOLA AVENUE S. ELEVATION = 441.83' (NGVD29, CITY OF SALEM DATUM)

3. THE LOCATION OF UTILITIES SHOWN HEREON ARE FROM OBSERVED VISIBLE EVIDENCE OF ABOVE

GROUND APPURTENANCES ALONG WITH SURFACE UTILITY MARKINGS BY OTHERS. ALL

UNDERGROUND UTILITIES SHOWN WERE MARKED ON THE SURFACE BY AN "OREGON ONE-CALL

NOTIFICATION CENTER" REQUEST AS WELL AS PRIVATE LOCATING SERVICE FOR THE AREA WITHIN

THE APARTMENT PROPERTY. SURVEYOR MAKES NO GUARANTEE AS TO THE ACCURACY OF SAID

MARKINGS, HOWEVER, THEY ARE LOCATED AS ACCURATELY AS THEY ARE MARKED ON THE

GROUND.

4. PER ORS 209.150, ANY SURVEY MONUMENT REMOVED, DISTURBED OR DESTROYED SHALL BE

REPLACED BY A PROFESSIONAL LAND SURVEYOR WITHIN 90 DAYS AT THE EXPENSE OF THE

PERSON OR PUBLIC AGENCY RESPONSIBLE FOR SAID REMOVAL, DISTURBANCE OR DESTRUCTION.

5. FIELD SURVEYED AUGUST, 2022.

6. THE SHOWN SURVEY CONTROL IS NOT ALL INCLUSIVE OF ALL SURVEY MONUMENTS WITHIN THE

WORK AREA.

0 80 160

ALVARADO

TERRACE

C R

D R

COBURN ST S

H O

BOLTON TERRACE S

O T

BOICE ST S

4 28

JLR

SHEET OF

SHEET TITLE

HORIZ DATUM:

VERT DATUM:

HORIZ SCALE:

VERT SCALE:

DESIGN:

DRAWN:

CHECKED:

APPROVED:

NO. DATE BYDESCRIPTION

REVISIONS

SALEM PUBLIC WORKS DEPART

MENT

NOISIVIDGNIREE

N NIGE

CRESTVIEW

WATERLINE

SHEET PREPARED BY:

245 Commercial St. SE, Suite 210 Salem, Oregon 97301

(503) 364-2002

PN:720001

NGVD29(COS)

NAD83(2011)

OREGON

EXPIRES: 06-30-2026

100901PEREG

ISTERED PROFESSIONALENGINEER

JULY 11, 2023

PAMELA GREENE V ILLA RREA

C O

R \2

W W

E\ C

\3 _D

N \D

N S-

-0

N .D

W G

: 4

/2 2/

: 4 /2

A M

EPSC AND TREE

PRESERVATION

NOTES

EC-01

MRN

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AS SHOWN

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EROSION PREVENTION AND SEDIMENT CONTROL (EPSC) AND TREE PRESERVATION PLAN DETAILS

1. THE CONTRACTOR SHALL PROVIDE DAILY MEASURES TO ENSURE SEDIMENT

CONTROL DURING NON-WORK HOURS.

2. THE CONTRACTOR SHALL PROVIDE PROTECTION AS REQUIRED ON PRIVATE INLETS

TO ENSURE SEDIMENT CONTROL WITHIN THE WORK AREA.

3. THE PROJECT SITE SHALL HAVE A CONCRETE WASHOUT BASIN AVAILABLE PER

SALEM STD. PLAN 917 OR APPROVED EQUAL.

4. ALL TEMPORARY STOCKPILES AND CONCRETE MANAGEMENT FACILITIES SHALL BE

LOCATED A MINIMUM OF 50 FEET FROM ANY DRAINAGE INLET OR WATERCOURSE.

5. BORE, HAND DIG, OR VACUUM EXCAVATE WITHIN CRITICAL TREE ZONE. SEE DETAILS

AND CITY OF SALEM STANDARD CONSTRUCTION SPECIFICATIONS FOR ADDITIONAL

REQUIREMENTS.

GENERAL EPSC NOTES

EROSION CONTROL LEGEND

INSTALL SEDIMENT FENCE; RE: SALEM STD PLAN 902

TRENCH LIMITS

INSTALL BIOFILTER BAG INLET PROTECTION; RE: SALEM

STD PLAN 91402

FLOW ARROW

(EXISTING CONDITIONS PRIOR TO CONSTRUCTION)

CITY OF SALEM ADMINISTRATIVE RULES

CHAPTER 109 DIVISION 007 EROSION PREVENTION AND SEDIMENT CONTROL PLAN

APPENDIX 7A EPSC PLAN STANDARD NOTES

(a) Pre-Construction (1). Prior to any land disturbing activities, the boundaries of the clearing and grading limits, vegetated buffers, and any sensitive areas shown on this plan shall be clearly delineated in the field. Unless otherwise approved, no disturbance is permitted beyond the clearing limits. The contractor must maintain the delineation for the duration of the project. Note: vegetated corridors to be delineated with orange construction fence or approved equal.

(2). BMPS that must be installed prior to land disturbing activities are construction entrance, perimeter sediment control, and inlet protection.

(3). Hold a preconstruction conference to review the EPSC and Tree Preservation Plan with the city’s project manager and inspector.

(b) Construction (1). All sediment is required to stay on site. Sediment amounts greater than ½ cubic foot which leave the site must be cleaned up within 24 hours and placed back on the site and stabilized or properly disposed.

Vacuuming or dry sweeping must be used to clean up released sediment and it must not be swept or washed into storm sewers, drainage ways, or water bodies. The cause of the sediment release must be found and prevented from causing a recurrence of the discharge within the same 24 hours. Any in-stream clean up of sediment shall be performed according to the Oregon Department of State Lands (DSL) required time frame.

(2). Construction, maintenance, replacement, and upgrading of erosion prevention and sediment control facilities is the sole responsibility of the contractor until all construction is completed,approved, and permanent erosion control (i.e., vegetation/landscaping) is established on all disturbed areas.

(3). All recommended erosion prevention and sediment control procedures are dependent on construction methods, staging, site conditions, weather, and scheduling. During the construction period, erosion control facilities shall be revised, upgraded, replaced, or added, to comply with SRC and State and Federal regulatory requirements.

(4). The contractor is solely responsible for protection of all adjacent property and downstream facilities from erosion and siltation during project construction. Any damage resulting from such erosion and siltation shall be corrected at the sole expense of the contractor.

(5). When saturated soil is present, water-tight trucks must be used to transport saturated soils from the construction site. Soil may be drained on site at a designated location, using appropriate BMPs. Soil must be drained sufficiently to drip less than one gallon per hour prior to leaving the site.

(6). All materials spilled, dropped, or washed into storm drains must be removed immediately, and the contractor shall provide protection of downstream inlets and catch basins to ensure sediment-laden water does not enter the storm drain system.

(7). All discharge of sediment-laden water must be treated with an appropriate BMP to remove sediment from discharge waters and to comply with SRC and State and Federal regulatory permits.

(8). In areas subject to wind erosion, appropriate BMPs must be used which may include the application of fine water spraying, plastic sheeting, mulching, or other approved measures.

(9). The EPSC measures and BMPs shown on this plan are the minimum requirements for anticipated site conditions. During the construction period, these measures shall be upgraded as needed to maintain compliance with all regulations.

(10). The contractor shall provide onsite water or other appropriate BMPs to prevent dust and wind erosion of fine grain soils.

(11). Disturbed areas must be stabilized after 14 days of inactivity, or immediately if rain is forecasted.

See subsection 7A.1(d)-Wet Weather Period.

(12). During the wet weather work period or when rain is forecasted, all active and inactive soil stock piles must be covered with appropriate plastic sheeting. Plastic sheeting must cover the entire stock pile and be sufficiently anchored.

(c) Pollutants, Solid Waste and Hazardous Materials Management (1). Any use of toxic or other hazardous materials must include proper storage, application, and disposal.

(2). The contractor is solely responsible to properly manage pollutants, hazardous wastes, used oils, contaminated soils, concrete waste, sanitary waste, liquid waste, or other toxic substances discovered or generated during construction to prevent leakage, spills or release of pollutants to the environment and surface waters.

(3). Contractor shall develop a project specific written spill prevention and response procedures that includes employee training on spill prevention and proper disposal procedures; regular maintenance schedule for vehicles and machinery; and material delivery and storage controls, signage, material use, and use of covered storage areas for waste and supplies. The plan shall comply with SRC and Federal and State requirements, and shall be available on site at all times.

(d) Wet Weather Period (October 15 through April 30) (1). Construction activities must avoid or minimize the duration of disturbed areas.

(2). Temporary stabilization of the site including covering of bare soils with approved BMPs, must be installed at the end of the shift before a holiday or weekend, or at the end of each workday if rainfall is forecast in the next 24 hours.

(3). Temporary stabilization or covering of soil stockpiles and protection of stockpiles located away from construction activity must occur at the end of each workday.

(e) Maintenance (1). Erosion control measures shall be maintained in such a manner as to ensure that erosion is prevented and sediment-laden water does not enter a drainage system, roadway, or violate applicable water quality standards.

(2). Sediment shall not be washed or swept into storm sewers, drainage ways, or water bodies.

(3). Sediment must be removed from behind all sediment control measures when it has reached a height of 1/3 the barrier height, and prior to the control measures removal.

(4). Removal of trapped sediment in a sediment basin or sediment trap or catch basins must occur when the sediment retention capacity has been reduced by 50 percent; is not functioning properly and/or at the completion of project.

(5). Cleaning of all structures, inlet protection BMPs, and sump pumps must be completed regularly and as required to ensure structures and inlets function properly and flow freely.

(6). Construction site exits shall be maintained in a condition that will prevent tracking or flow of mud onto the row or approved access point. The entrance may require periodic top dressing as conditions demand, and repair and/or cleanout of any structures used to trap sediment. Wheel washing shall be required to prevent sediment and material tracking on road surfaces if passive BMPs are not effective.

(f) Inspection (1). The EPSC must be kept onsite at all times. All measures shown on the plan must be installed properly to ensure compliance with SRC and State and Regulatory permits, and that sediment does not enter a surface water system, roadway, or other properties.

(2). Written EPSC inspection logs shall be maintained onsite and available to city inspectors upon request.

(3). All BMPs shall be inspected at least every week. When a rainfall event exceeds ½" in a 24-hour period, daily inspection of the erosion controls, sediment controls, and discharge outfalls must be conducted and documented. Inspections shall be done by a representative of the permit registrant who is knowledgeable and experienced in the principles, practices, installation, and maintenance of erosion and sediment controls.

(g) Inactive Construction Periods and Post-Construction (1). Should work cease in any area for 14 days, the inactive area must be stabilized with appropriate soil stabilization BMPs. If all construction activity ceases the entire site must be temporarily stabilized using vegetation, heavy mulch layer, temporary seeding, or other method.

(2). All temporary erosion prevention and sediment control facilities shall be removed by the contractor within 30 days after permanent landscaping/vegetation is established and the threat of erosion and sediment transport has been mitigated.

(3). Temporary grass cover measures must be fully established by October 15 or other cover measures (i.e., erosion control blankets with anchors, one-inch of straw mulch, six mil HDPE plastic sheet, etc.)

shall be in place over all disturbed soil areas until April 30. To establish an adequate grass stand for controlling erosion by October 15, it is recommended that seeding and mulching occur by September 1.

(4). Permanent erosion control vegetation on all embankments and disturbed areas shall be re-established as soon as construction is completed.

(h) Specifications (1). Soil preparation. Topsoil should be prepared according to the landscape plans, if available, or recommendations of the grass seed supplier. Slopes shall be textured before seeding by rack walking (i.e., driving a crawling tractor up and down the slopes to leave a pattern of cleat imprints parallel to slope contours) or other method to provide stable areas for seeds to rest.

(2). Seeding. Erosion control grass seed mix shall be as follows: Dwarf grass mix (low height, low maintenance) consisting of dwarf perennial ryegrass (80 percent by weight), creeping red fescue (20 percent by weight). Application rate shall be 100 pounds per acre minimum.

(3). Grass seed shall be fertilized at a rate of ten pounds per 1,000 square feet with 16-16-16 slow release type fertilizer. Disturbed areas within 50 feet of water bodies and wetlands must use a non-phosphorous fertilizer.

(4). The application rate of fertilizers used to reestablish vegetation shall follow manufacturer's recommendations. Nutrient releases from fertilizers to surface waters shall be minimized. Time release fertilizers shall be used. Care shall be made in the application of fertilizers within any waterway riparian zone to prevent leaching into the waterway.

(5). When used, hydromulch shall be applied with grass seed at a rate of 2,000 pounds per acre between April 30 and June 10, or between September 1 and October 1. On slopes steeper than ten percent, hydroseed and mulch shall be applied with a bonding agent (tackifier). Application rate and methodology shall be in accordance with seed supplier recommendations.

(6). When used in lieu of hydromulch, dry, loose, weed-free straw used as mulch shall be applied at a rate of 4,000 pounds per acre (double the hydromulch application requirement). Anchor straw by working in by hand or with equipment (rollers, cleat trackers, etc.). Mulch shall be spread uniformly immediately following seeding.

(7). When conditions are not favorable to germination and establishment of the grass seed, the Contractor shall irrigate the seeded and mulched areas as required to establish the grass cover.

(8). Sediment fences shall be constructed of continuous filter fabric to avoid use of joints. When joints are necessary, filter cloth shall be spliced together only at a support post, with a minimum six-inch overlap, and both ends securely fastened to a post.

(9). The standard strength filter fabric shall be fastened securely to stitched loops installed on the upslope side of the posts, and six inches of the fabric shall be extended into the trench. The fabric shall not extend more than 30 inches above the original ground surface. Filter fabric shall not be stapled to existing trees.

(10). Bio-filter bags shall be clean 100 percent wood product waste. Bags shall be 18-inch x 18-inch x 30-inch, weigh approximately 45 pounds, and be contained in a bag made of ½ inch plastic mesh.

(11). Minimum wet weather slope protection. For 3H:1V or steeper slopes use Bon Terra Type C2 or North American Green Type C125 erosion control blankets. Use a minimum of two inches straw mulch or North American Green Type S150 for slopes flatter than 3H:1V and greater than 6H:1V. Slopes flatter than 6H:1V use one inch straw mulch, hydroseed with hydromulch and tackifier. Slope protection shall be placed on all disturbed areas immediately after completion of each section of construction activity, until the erosion control seeding has been established. As an option during temporary or seasonal work stoppages, a six-mil HDPE plastic sheet may be placed on exposed slopes. The plastic sheet shall be provided with an anchor trench at the top and bottom of the slope, and shall be sandbagged on the slopes as required to prevent damage or displacement by wind.

DESIGN STANDARDS NOTES

INSTALL TREE PROTECTION FENCE; RE: SALEM STD

PLANS 820 AND 82104

INSTALL WATTLE OVERLAND FLOW BARRIER IN J-HOOK

CONFIGURATION; RE: SALEM STD PLAN 903

EROSION CONTROL WORK LIMITSWL

8 28

INSTALL INLET PROTECTION SILT SACK; RE: SALEM STD

PLAN 913. THIS IS REQUIRED ON ALL INLETS RECEIVING

FLOW FROM THE PROJECT

R O

W R

O W

R O

W R

O W

R O

W R

O W

R O

W R

O W

R O

XXXXX

XXXXXXXXXX

EP EP EPEPEP

R O

ROW

<1 0'

'S D

<1 0'

'S D

<8''SD

<8''SD <8''SD <8''SD <8''SD <8''SD <8''SD <8''SD <8''SD

<8''SD

SD SD

''S

0 26 5 27

0 27

30+00

31+00 32+00 33+00

31+50 32+50 33+50

34+50

60+00

H O

R S

C R

D R

X X

ROW ROW ROW

ROW

ROWROWROW

ROW

ROWROWROW

ROW

R O

<10''SD

<1 0'

'S D

<1 0'

'S D

<8 ''S

5 29

0 29 5 30

0 30

34+00

35+00 36+00

37+00

38+00

34+50

35+50 36+50

37+50

60+00

61+00

COBURN ST S

C O

R \2

W W

E\ C

\3 _D

N \D

N S-

-0

N .D

W G

: 4

/2 2/

: 4 /2

A M

0 20 40

SHEET OF

SHEET TITLE

HORIZ DATUM:

VERT DATUM:

HORIZ SCALE:

VERT SCALE:

DESIGN:

DRAWN:

CHECKED:

APPROVED:

NO. DATE BYDESCRIPTION

REVISIONS

SALEM PUBLIC WORKS DEPART

MENT

NOISIVIDGNIREE

N NIGE

CRESTVIEW

WATERLINE

SHEET PREPARED BY:

245 Commercial St. SE, Suite 210 Salem, Oregon 97301

(503) 364-2002

PN:720001

NGVD29(COS)

NAD83(2011)

OREGON

EXPIRES: 06-30-2026

100901PEREG

ISTERED PROFESSIONALENGINEER

JULY 11, 2023

PAMELA GREENE V ILLA RREA

EPSC AND TREE

PRESERVATION

PLAN

EC-02

MRN

PGV

AS SHOWN

PAO

RE:

MATCHLINE

BELOW

-0

RE:

MATCHLINE

ABOVE

KEYNOTES-

WILLAMETTE VIEW

APARTMENTS

2332 CRESTVIEW DR S

2510 CRESTVIEW DR S 2614 CRESTVIEW DR S

888 COBURN ST S

CITY VIEW CEMETERY

390 HOYT ST S

WILLAMETTE VIEW

APARTMENTS

2332 CRESTVIEW DR S

800 BLK COBURN ST S

888 COBURN ST S

2525 COBURN ST S

20' PERMANENT UTILITY

EASEMENT (PUE-1)

10' PERMANENT UTILITY

EASEMENT (PUE-2)

20' PERMANENT

UTILITY EASEMENT

(PUE-1)

10' PERMANENT

UTILITY EASEMENT

(PUE-2)

MT LAUREL WAY S

02 TL

9 28

INSTALL INLET PROTECTION SILT SACK; RE:

SALEM STD PLAN 913. THIS IS REQUIRED ON

ALL INLETS RECEIVING FLOW FROM THE

PROJECT

FLOW ARROW

(EXISTING CONDITIONS PRIOR TO

CONSTRUCTION)

INSTALL SEDIMENT FENCE; RE: SALEM STD

PLAN 902

INSTALL BIOFILTER BAG INLET PROTECTION;

RE: SALEM STD PLAN 914

INSTALL WATTLE OVERLAND FLOW

BARRIER IN J-HOOK CONFIGURATION; RE:

SALEM STD PLAN 903

TL TRENCH LIMITS

INSTALL TREE PROTECTION FENCE; RE:

SALEM STD PLANS 820 AND 821

WL EROSION CONTROL WORK LIMITS

X X

ROW

R O

W ROW

R O

ROW

<10''SD

<1 0''

<10''SD

38+00

39+00

40+00

41+00

42+00

38+50

39+50

40+50

41+50

BOLT

ON TERRACE S

COBURN ST S

ROWROWROWROWROWROWROW

ROW

ROW ROW ROW

ROW

ROW ROW ROW

ROW

10''SD>

<1 0'

'S D

SDSD

0 39

43+00 44+00

45+00

46+00

41+50

42+50 43+50 44+50

45+50

ALVARADO TERRACE S

0 20 40

SHEET OF

SHEET TITLE

HORIZ DATUM:

VERT DATUM:

HORIZ SCALE:

VERT SCALE:

DESIGN:

DRAWN:

CHECKED:

APPROVED:

NO. DATE BYDESCRIPTION

REVISIONS

SALEM PUBLIC WORKS DEPART

MENT

NOISIVIDGNIREE

N NIGE

CRESTVIEW

WATERLINE

SHEET PREPARED BY:

245 Commercial St. SE, Suite 210 Salem, Oregon 97301

(503) 364-2002

PN:720001

NGVD29(COS)

NAD83(2011)

OREGON

EXPIRES: 06-30-2026

100901PEREG

ISTERED PROFESSIONALENGINEER

JULY 11, 2023

PAMELA GREENE V ILLA RREA

C O

R \2

W W

E\ C

\3 _D

N \D

N S-

-0

N .D

W G

: 4

/2 2/

: 4 /2

A M

EPSC AND TREE

PRESERVATION

PLAN

EC-03

MRN

PGV

AS SHOWN

PAO

R E:

C H

-0

R E:

C H

RE:

MATCHLINE

ABOVE

R E:

ATC

LIN

-04

KEYNOTES-

800 BLK COBURN ST S

2519 COBURN ST S

2515 COBURN ST S

2525 COBURN ST S

2530 BOLTON

TERRACE S

2535 ALVARADO

TERRACE S

2490 ALVARADO

TERRACE S

2530 ALVARADO

TERRACE S

2540 ALVARADO

TERRACE S

2560 ALVARADO

TERRACE S

2570 ALVARADO

TERRACE S

2580 ALVARADO

TERRACE S

2535 ALVARADO

TERRACE S 2545 ALVARADO

TERRACE S 2565 ALVARADO

TERRACE S

2575 ALVARADO

TERRACE S 2585 ALVARADO

TERRACE S

INSTALL INLET PROTECTION SILT SACK; RE:

SALEM STD PLAN 913. THIS IS REQUIRED ON

ALL INLETS RECEIVING FLOW FROM THE

PROJECT

FLOW ARROW

(EXISTING CONDITIONS PRIOR TO

CONSTRUCTION)

INSTALL BIOFILTER BAG INLET PROTECTION;

RE: SALEM STD PLAN 914

TL TRENCH LIMITS

WL EROSION CONTROL WORK LIMITS

10 28

ROW ROW ROW ROW ROW ROW ROW ROW ROW

ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW

ROW

R O

W R

O W

R O

ROW

<8''SD <8''SD <8''SD <8''SD

6' 'S

8''

SD>

<10''SD

''S

0 42

5 43

46+00

47+00 48+00 49+00

46+50

47+50 48+50 49+50

71+00 72+00 73+00

BOICE ST S

ALVARADO

TERRACE S

ROW

R O

W R

O W

R O

ROW

<10''SD

<8''SD

34+00 35+00

33+50

34+50

35+50

60+00

61+00

HOLIDAY DR S

0 20 40

SHEET OF

SHEET TITLE

HORIZ DATUM:

VERT DATUM:

HORIZ SCALE:

VERT SCALE:

DESIGN:

DRAWN:

CHECKED:

APPROVED:

NO. DATE BYDESCRIPTION

REVISIONS

SALEM PUBLIC WORKS DEPART

MENT

NOISIVIDGNIREE

N NIGE

CRESTVIEW

WATERLINE

SHEET PREPARED BY:

245 Commercial St. SE, Suite 210 Salem, Oregon 97301

(503) 364-2002

PN:720001

NGVD29(COS)

NAD83(2011)

OREGON

EXPIRES: 06-30-2026

100901PEREG

ISTERED PROFESSIONALENGINEER

JULY 11, 2023

PAMELA GREENE V ILLA RREA

C O

R \2

W W

E\ C

\3 _D

N \D

N S-

-0

N .D

W G

: 4

/2 2/

: 4 /2

A M

EPSC AND TREE

PRESERVATION

PLAN

EC-04

MRN

PGV

AS SHOWN

PAO

RE:

MATCHLINE

EC-03

02 05

KEYNOTES-

2595 ALVARADO

TERRACE S

2635 ALVARADO

TERRACE S

2620 ALVARADO

TERRACE S

2590 ALVARADO

TERRACE S

685 BOICE

STREET S

685 BOICE

STREET S

645 BOICE

STREET S

WILLAMETTE VIEW

APARTMENTS

2332 CRESTVIEW DR S

2614 CRESTVIEW DR S

888 COBURN ST S

2332 CRESTVIEW DR S

CITY OF SALEM CANDALARIA

RESERVOIR

10' PERMANENT

UTILITY EASEMENT

(PUE-2)

INSTALL INLET PROTECTION SILT SACK; RE:

SALEM STD PLAN 913. THIS IS REQUIRED ON

ALL INLETS RECEIVING FLOW FROM THE

PROJECT

FLOW ARROW

(EXISTING CONDITIONS PRIOR TO

CONSTRUCTION)

INSTALL SEDIMENT FENCE; RE: SALEM STD

PLAN 902

INSTALL BIOFILTER BAG INLET PROTECTION;

RE: SALEM STD PLAN 914

TL TRENCH LIMITS

INSTALL TREE PROTECTION FENCE; RE:

SALEM STD PLANS 820 AND 821

WL EROSION CONTROL WORK LIMITS

11 28

29+90 30+00 31+00 32+00 33+00 34+00

EXISTING GRADE

@ PIPELINE

" T

(F Lx

SEE ADJACENT SHEET

FOR PIPE LENGTH

AND SLOPE

) 2 " C

" C O

M M

/2 " C

O M

EX SS SERVICE

STA: 31+12.61

EX SS SERVICE

STA: 32+10.72

EX SS SERVICE

STA: 33+21.02

N O

U N

D D

U R

P O

N O

U N

D D

U R

P O

N O

U N

D D

U R

P O

EX 8" SS

STA: 30+57.12

EX 8" SS

STA: 30+17.35

19.0 LF -18"

PIPE @ -0.00% 110.8 LF -18"

PIPE @ -7.92%

21.2 LF -18"

PIPE @ +7.10%

9.0 LF -18"

PIPE @ -24.26%

21.6 LF -18"

PIPE @ +3.68%

81.0 LF -18"

PIPE @ -12.46%

67.7 LF -18"

PIPE @ -10.50%

22.4 LF -18"

PIPE @ -5.24%

R O

W R

O W

R O

W R

O W

R O

W R

O W

R O

W R

O W

R O

XXXXX

XXXXXXXXXX

EP EP EPEPEP

''W

8' 'W

T T

O H

OHP

UGP UGP

U G

P U

G P

U G

P U

G P

UGP

UGP UGP

U G

UGP

G P

UGP

<8 ''S

8' 'S

<8''SS <8''SS <8''SS <8''SS <8''SS <8''SS <8''SS <8''SS <8''SS <8''SS <8''SS <8''SS <8''SS <8''SS

<8''SS

<8''SS <8''SS

8' 'S

S> <8

''S S

<8 ''S

S <8

''S S

<8 ''S

S <8

''S S

6' 'W

R O

ROW

BH-10

BH-11

N G

<1 0'

'S D

<1 0'

'S D

<8''SD

<8''SD <8''SD <8''SD <8''SD <8''SD <8''SD <8''SD <8''SD

<8''SD

SD SD

''S

1' 'N

SS SS

8''W 8''W

30+00

31+00 32+00 33+00

31+50 32+50 33+50

34+50

STA: 30+69.11

N: 466660.15 E:7539491.37

45° BEND (MJxMJ)

STA: 30+78.09

N: 466668.12 E:7539495.52

45° BEND (MJxMJ)

STA: 30+28.49

N: 466620.56 E:7539496.56 18"(N) x 18"(S) x 12"(W) DI TEE (FLxFLxFL) W/BLIND FLANGES

ON 12"(W) AND 18"(S)

STA: 30+50.13

N: 466642.18 E:7539497.48 22.5° BEND (MJxMJ)

STA: 33+80.26

N: 466752.57 E:7539785.65

45° BEND (MJxMJ)

STA: 33+94.65

N: 466765.18 E:7539792.57 11.25° BEND (MJxMJ)

STA: 33+99.65

N: 466769.99 E:7539793.93 11.25° BEND (MJxMJ)

STA: 34+39.06

N: 466809.36 E:7539795.83

45° BEND (MJxMJ)

STA: 34+46.25

N: 466814.28 E:7539801.07

45° BEND (MJxMJ)

01 CONSTRUCT DUCTILE IRON PIPE CONFORMING

TO AWWA C151, CLASS 52 (SIZE AS SHOWN). ALL

PIPES SHALL BE CEMENT-MORTAR LINED

CONFORMING TO AWWA C104 PER

SPECIFICATIONS. MAINTAIN MINIMUM 36" COVER

FROM FINISH TO GRADE. ALL PIPE JOINTS AND

FITTINGS SHALL BE RESTRAINED AS INDICATED

IN SPECIFICATIONS; RE: SALEM STD PLANS 601

AND 605

02 DEFLECT PIPE VERTICALLY. MAXIMUM

DEFLECTION PER MANUFACTURER'S

RECOMMENDATION

05 BORE, HAND DIG, OR VACUUM EXCAVATE

WITHIN CRITICAL TREE ZONE. SEE DETAILS AND

CITY OF SALEM STANDARD CONSTRUCTION

SPECIFICATIONS FOR ADDITIONAL

REQUIREMENTS; RE: EPSC AND TREE

PRESERVATION PLANS

06 DEFLECT PIPE HORIZONTALLY. MAXIMUM

DEFLECTION PER MANUFACTURER'S

RECOMMENDATION

26 POTENTIAL SS SERVICE LINE CONNECTION 8"

SS. NOT LOCATED ON GIS AND/OR SURVEY

31 RETAIN AND PROTECT

33 POTHOLE SERVICE CONNECTION TO CONFIRM

DEPTH. IF WATER SERVICES CONFLICT,

CONTACT CITY FOR FURTHER INSTRUCTION

43 IF REQUIRED, REPLACE SEWER MAIN OR

LATERAL WITH ONE FULL SECTION OF PVC

PRESSURE PIPE (ASTM D-2241, SDR-32.5),

CENTERED AT THE CROSSING POINT PER OAR

333-061-0050; SEE GENERAL SHEET NOTE 3

44 POTHOLED BY VACX, APRIL 5, 2023

48 PLEASE REFER TO SPECIFICATIONS FOR

AVAILABLE SUBSURFACE DATA REPORT BY

GEOENGINEERS, SEPTEMBER 27, 2022

50 CONTRACTOR TO DEFLECT PIPE TO MAINTAIN

10' SEPARATION FROM SANITARY SEWER LINE

C O

R \2

W W

E\ C

\3 _D

N \D

N S-

1\ W

-0

A N

D P

R O

.D W

: 3 /5

D : 1

/1 2/

CITY FORCES SHALL

SHEET OF

SHEET TITLE

HORIZ DATUM:

VERT DATUM:

HORIZ SCALE:

VERT SCALE:

DESIGN:

DRAWN:

CHECKED:

APPROVED:

NO. DATE BYDESCRIPTION

REVISIONS

SALEM PUBLIC WORKS DEPART

MENT

NOISIVIDGNIREE

N NIGE

CRESTVIEW

WATERLINE

SHEET PREPARED BY:

245 Commercial St. SE, Suite 210 Salem, Oregon 97301

(503) 364-2002

PN:720001

NGVD29(COS)

NAD83(2011)

OREGON

EXPIRES: 06-30-2026

100901PEREG

ISTERED PROFESSIONALENGINEER

JULY 11, 2023

PAMELA GREENE V ILLA RREA

WATERLINE PLAN &

PROFILE

W-01

C R

D R

A ABANDON

C CONNECT EXISTING TO NEW MAIN

CRESTVIEW DR S

MRN

PGV

AS SHOWN

PAO

RESTRAIN ALL JOINTS

CLASS B BACKFILL

NEW 18" DI W

RE:

MATCHLINE STA

W-02

34+00

20' PERMANENT

UTILITY EASEMENT

(PUE-1)

W-08

18"

MIN

18"

MIN

STA 30+00 TO 34+00

NEW 8" DI PIPE;

RE: W-06

18"

MIN

18"

MIN

18"

MIN

MIN 36" OF

COVER

STA 30+35.74

18" BUTTERFLY VALVE (FLxMJ)

31 31

SHEET KEYNOTES

GENERAL SHEET NOTES

1. EXISTING UTILITIES ARE SHOWN IN AN

APPROXIMATE LOCATION. CONTRACTOR TO

VERIFY EXISTING UNDERGROUND UTILITIES

PRIOR TO CONSTRUCTION. PLEASE REFER TO

SPECIFICATIONS FOR AVAILABLE POTHOLING

REPORT BY VACX, APRIL 5, 2023.

2. MAINTAIN MINIMUM SEPARATION FROM SANITARY

SEWER LINES PER OAR 333. MAINTAIN MINIMUM

12" VERTICAL SEPARATION FROM ALL OTHER

UTILITIES.

3. IF MINIMUM SEPARATION REQUIREMENTS PER

OAR 333 ARE NOT ACHIEVED, REPLACE ONE

SECTION OF SEWER LATERAL AND /OR SEWER

MAIN WITH PVC PRESSURE PIPE (ASTM D-2241,

SDR-32.5) AND CENTER AT THE CROSSING POINT

PER WITH ONE LENGTH OF DUCTILE IRON

WATERLINE (ALSO CENTERED) PER OAR

333-061-0050. SEWER LATERALS SHALL BE

REPLACED WITH 4" DIAMETER PIPE AND SEWER

MAINS SHALL BE REPLACED WITH 8" DIAMETER

PIPE; RE: CITY OF SALEM STANDARD

CONSTRUCTION SPECIFICATIONS AND SPECIAL

PROVISIONS.

4. RETAIN AND PROTECT ALL UTILITY CROSSINGS

UNLESS NOTED OTHERWISE.

5. CONTRACTOR MAY UTILIZE REDUCED/ALTERNATE

NUMBER OF FITTINGS TO ACHIEVE DESIGNED

ALIGNMENT AND PROFILE, PROVIDE SUGGESTED

CHANGE TO ENGINEER FOR APPROVAL.

WILLAMETTE VIEW

APARTMENTS

2332 CRESTVIEW DR S

2510 CRESTVIEW DR S 2614 CRESTVIEW DR S

888 COBURN ST S

W-08

GRAPHIC SCALE

HORIZ:

VERT:

0 5 10

0 20 40

H O

44 44

43 43

44 44 44

TO BE INSTALLED

BY CITY

26 43

12 28

34+00 35+00 36+00

36+00 37+00 38+00

EXISTING GRADE

@ PIPELINE

EXISTING GRADE

@ PIPELINE

° B

D (M

Jx M

"x 8"

(F Lx

.2 5°

D (M

Jx M

.5 ° B

(M Jx

M J)

EX 8" SD

STA: 34+20.01

EX 10" SD

STA: 34+51.69

SEE ADJACENT SHEET

FOR PIPE LENGTH

AND SLOPE

EX SD

EX 8" SS

STA: 36+92.00

109.8 LF -18"

PIPE @ -6.75%

11.8 LF -18"

PIPE @ -8.38%16.1 LF -18"

PIPE @ -58.26%

9.9 LF -18"

PIPE @ -95.15%

94.63 LF -18"

PIPE @ -0.00%

38.2 LF -18"

PIPE @ -23.12%

60.6 LF -18"

PIPE @ -20.15%

25.7 LF -18"

PIPE @ -9.80%

17.8 LF -18"

PIPE @ +21.48%

21.2 LF -18"

PIPE @ -0.00%

38.4 LF -18"

PIPE @ +21.48%

EX 8" SS

STA: 36+92.00

EX 8" SS

STA: 36+92.00

EX 4" SS SERVICE LINE

STA: 36+67

EX 4" SS SERVICE LINE

STA: 36+14

EX 8" SS

STA: 36+92.00

EX 8" SS

STA: 36+92.00

EX 8" SS

STA. 34+90.65

X X

UGP

U G

UGP

U G

P U

G P

<8''SS

<8''SS <8''SS <8''SS <8''SS <8''SS <8''SS

<8''SS

<8 ''S

S <8

''S S

<8 ''S

8' 'S

<8''SS

ROW ROW ROW

ROW

ROWROWROW

ROW

ROWROWROW

ROW

R O

BH-8

BH-7

BH-9

<10''SD

0' 'S

<1 0'

'S D

<8 ''S

34+00

35+00 36+00

37+00

38+00

34+50

35+50 36+50

37+50

STA: 35+20.74

N: 466813.10 E:7539875.56 22.5° BEND (MJxMJ)

STA: 33+99.65

N: 466769.99 E:7539793.93 11.25° BEND (MJxMJ)

STA: 34+39.06

N: 466809.36 E:7539795.83

45° BEND (MJxMJ)

STA: 34+46.25

N: 466814.28 E:7539801.07

45° BEND (MJxMJ)

STA: 36+30.45

N: 466769.53 E:7539976.24 11.25° BEND (MJxMJ)

STA: 36+68.81

N: 466748.52 E:7540008.36

45° BEND (MJxMJ)

STA: 37+07.86

N: 466756.57 E:7540046.57 45° BEND (MJxMJ)

STA: 37+46.06

N: 466735.67 E:7540078.56 11.25° BEND (MJxMJ)

STA: 35+07.79

N: 466813.31 E:7539862.61

18"x8" DI TEE (FLxFLxFL)

01 CONSTRUCT DUCTILE IRON PIPE CONFORMING

TO AWWA C151, CLASS 52 (SIZE AS SHOWN). ALL

PIPES SHALL BE CEMENT-MORTAR LINED

CONFORMING TO AWWA C104 PER

SPECIFICATIONS. MAINTAIN MINIMUM 36" COVER

FROM FINISH TO GRADE. ALL PIPE JOINTS AND

FITTINGS SHALL BE RESTRAINED AS INDICATED IN

SPECIFICATIONS; RE: SALEM STD PLANS 601 AND

02 DEFLECT PIPE VERTICALLY. MAXIMUM

DEFLECTION PER MANUFACTURER'S

RECOMMENDATION

05 BORE, HAND DIG, OR VACUUM EXCAVATE WITHIN

CRITICAL TREE ZONE. SEE DETAILS AND CITY OF

SALEM STANDARD CONSTRUCTION

SPECIFICATIONS FOR ADDITIONAL

REQUIREMENTS; RE: EPSC AND TREE

PRESERVATION PLANS

06 DEFLECT PIPE HORIZONTALLY. MAXIMUM

DEFLECTION PER MANUFACTURER'S

RECOMMENDATION

19 TREES SHALL BE REMOVED BY CITY OF SALEM

PRIOR TO START OF PROJECT. CONTRACTOR TO

REMOVE AND GRIND OUT STUMPS IN

ACCORDANCE WITH SALEM REVISED CODE (SRC)

CHAPTER 86 AND CHAPTER 808; RE: EPSC AND

TREE PRESERVATION PLANS AND CITY OF SALEM

STANDARD CONSTRUCTION SPECIFICATIONS

26 POTENTIAL SS SERVICE LINE CONNECTION 8" SS.

NOT LOCATED ON GIS AND/OR SURVEY

31 RETAIN AND PROTECT

43 IF REQUIRED, REPLACE SEWER MAIN OR

LATERAL WITH ONE FULL SECTION OF PVC

PRESSURE PIPE (ASTM D-2241, SDR-32.5),

CENTERED AT THE CROSSING POINT PER OAR

333-061-0050; SEE GENERAL SHEET NOTE 3

48 PLEASE REFER TO SPECIFICATIONS FOR

AVAILABLE SUBSURFACE DATA REPORT BY

GEOENGINEERS, SEPTEMBER 27, 2022

49 CONTRACTOR TO UTILIZE NATIVE MATERIAL FOR

BACKFILL OUTSIDE OF PAVED AREAS

50 CONTRACTOR TO DEFLECT PIPE TO MAINTAIN 10'

SEPARATION FROM SANITARY SEWER LINE

C O

R \2

W W

E\ C

\3 _D

N \D

N S-

1\ W

-0

A N

D P

R O

.D W

: 3 /5

D : 1

/1 2/

CITY FORCES SHALL

SHEET KEYNOTES

SHEET OF

SHEET TITLE

HORIZ DATUM:

VERT DATUM:

HORIZ SCALE:

VERT SCALE:

DESIGN:

DRAWN:

CHECKED:

APPROVED:

NO. DATE BYDESCRIPTION

REVISIONS

SALEM PUBLIC WORKS DEPART

MENT

NOISIVIDGNIREE

N NIGE

CRESTVIEW

WATERLINE

SHEET PREPARED BY:

245 Commercial St. SE, Suite 210 Salem, Oregon 97301

(503) 364-2002

PN:720001

NGVD29(COS)

NAD83(2011)

OREGON

EXPIRES: 06-30-2026

100901PEREG

ISTERED PROFESSIONALENGINEER

JULY 11, 2023

PAMELA GREENE V ILLA RREA

WATERLINE

PLAN & PROFILE

W-02

A ABANDON

C CONNECT EXISTING TO NEW MAIN

COBURN ST S

STA 34+00 TO 38+00

MRN

PGV

AS SHOWN

PAO

RESTRAIN ALL JOINTS

CLASS B BACKFILL

NEW 18" DI W

COBURN ST S

RE:

MATCHLINE STA

W-01

34+00

RESTRAIN ALL JOINTS

CLASS B BACKFILL

MIN 36"

OF COVER

NEW 18" DI W

W -0

20' PERMANENT

UTILITY EASEMENT

(PUE-1)

STA 35+14.27

18" BUTTERFLY VALVE (FLxMJ)

W-09

10' PERMANENT

UTILITY EASEMENT

(PUE-2)

MIN 36" OF COVER

NEW 8" DI PIPE;

RE: W-06

CONCRETE ASPHALT

GENERAL SHEET NOTES

1. EXISTING UTILITIES ARE SHOWN IN AN

APPROXIMATE LOCATION. CONTRACTOR TO

VERIFY EXISTING UNDERGROUND UTILITIES

PRIOR TO CONSTRUCTION. PLEASE REFER TO

SPECIFICATIONS FOR AVAILABLE POTHOLING

REPORT BY VACX, APRIL 5, 2023.

2. MAINTAIN MINIMUM SEPARATION FROM SANITARY

SEWER LINES PER OAR 333. MAINTAIN MINIMUM

12" VERTICAL SEPARATION FROM ALL OTHER

UTILITIES.

3. IF MINIMUM SEPARATION REQUIREMENTS PER

OAR 333 ARE NOT ACHIEVED, REPLACE ONE

SECTION OF SEWER LATERAL AND /OR SEWER

MAIN WITH PVC PRESSURE PIPE (ASTM D-2241,

SDR-32.5) AND CENTER AT THE CROSSING POINT

PER WITH ONE LENGTH OF DUCTILE IRON

WATERLINE (ALSO CENTERED) PER OAR

333-061-0050. SEWER LATERALS SHALL BE

REPLACED WITH 4" DIAMETER PIPE AND SEWER

MAINS SHALL BE REPLACED WITH 8" DIAMETER

PIPE; RE: CITY OF SALEM STANDARD

CONSTRUCTION SPECIFICATIONS AND SPECIAL

PROVISIONS.

4. RETAIN AND PROTECT ALL UTILITY CROSSINGS

UNLESS NOTED OTHERWISE.

5. CONTRACTOR MAY UTILIZE REDUCED/ALTERNATE

NUMBER OF FITTINGS TO ACHIEVE DESIGNED

ALIGNMENT AND PROFILE, PROVIDE SUGGESTED

CHANGE TO ENGINEER FOR APPROVAL.

STA 35+01.54

18" BUTTERFLY VALVE (FLxMJ)

CITY VIEW CEMETERY

390 HOYT ST S

WILLAMETTE VIEW

APARTMENTS

2332 CRESTVIEW DR S

800 BLK COBURN ST S

888 COBURN ST S

M T

2525 COBURN ST S

GRAPHIC SCALE

HORIZ:

VERT:

0 5 10

0 20 40

MIN 18"

26 43

13 28

MIN 18"

38+00 39+00 40+00

40+00 41+00 42+00

EXISTING GRADE

@ PIPELINE

EXISTING GRADE

@ PIPELINE

.2 5°

D (M

Jx M

.2 5°

D (M

Jx M

SEE ADJACENT SHEET

FOR PIPE LENGTH

AND SLOPE

SEE ADJACENT SHEET

FOR PIPE LENGTH

AND SLOPE

" P

W / 1

" N G

SEE ADJACENT SHEET

FOR PIPE LENGTH

AND SLOPE

EX 8" SS

STA: 39+34.58

EX 8" SS

STA: 40+35.84

EX 8" SS

STA: 41+53.09

45.6 LF -18"

PIPE @ -4.10%

29.0 LF -18"

PIPE @ -21.14%

7.2 LF -18"

PIPE @ -20.12%

93.56 LF -18"

PIPE @ -18.87%

40.0 LF -18"

PIPE @ -20.15%

47.7 LF -18"

PIPE @ -8.97%

124.81 LF -18"

PIPE @ +14.10%

EX 8" SS

STA: 39+34.58

EX 8" SS

STA: 39+34.58

EX 4" SS

STA. 38+11.04

6''W

6'' W

6''W

6' 'W

6''W

OHP

X X

<8''SS

<8''SS<6

''S

S <6

''S S

<6 ''S

<8''SS

8''

SS>

8''SS>

<8''SS

UGP

ROW

R O

ROW

BH-5

BH-6

BH-7

<1 0''

<10''SD

1''NG

1''

1''NG

1''N G

1''NG

38+00

39+00

40+00

41+00

42+00

38+50

39+50

40+50

41+50

11.25° BEND (MJxMJ)

STA: 39+22.56

N: 466605.90 E:7540198.08

45° BEND (MJxMJ)

STA: 39+47.40

N: 466581.09 E:7540196.72

45° BEND (MJxMJ)

STA: 40+23.10

N: 466523.61

E:7540245.98 45° BEND (MJxMJ)

STA: 41+94.48

N: 466526.66 E:7540417.17

45° BEND (MJxMJ)

01 CONSTRUCT DUCTILE IRON PIPE CONFORMING

TO AWWA C151, CLASS 52 (SIZE AS SHOWN). ALL

PIPES SHALL BE CEMENT-MORTAR LINED

CONFORMING TO AWWA C104 PER

SPECIFICATIONS. MAINTAIN MINIMUM 36" COVER

FROM FINISH TO GRADE. ALL PIPE JOINTS AND

FITTINGS SHALL BE RESTRAINED AS INDICATED

IN SPECIFICATIONS; RE: SALEM STD PLANS 601

AND 605

02 DEFLECT PIPE VERTICALLY. MAXIMUM

DEFLECTION PER MANUFACTURER'S

RECOMMENDATION

05 BORE, HAND DIG, OR VACUUM EXCAVATE

WITHIN CRITICAL TREE ZONE. SEE DETAILS AND

CITY OF SALEM STANDARD CONSTRUCTION

SPECIFICATIONS FOR ADDITIONAL

REQUIREMENTS; RE: EPSC AND TREE

PRESERVATION PLANS

06 DEFLECT PIPE HORIZONTALLY. MAXIMUM

DEFLECTION PER MANUFACTURER'S

RECOMMENDATION

26 POTENTIAL SS SERVICE LINE CONNECTION 8"

SS. NOT LOCATED ON GIS AND/OR SURVEY

31 RETAIN AND PROTECT

33 POTHOLE SERVICE CONNECTION TO CONFIRM

DEPTH. IF WATER SERVICES CONFLICT,

CONTACT CITY FOR FURTHER INSTRUCTION

43 IF REQUIRED, REPLACE SEWER MAIN OR

LATERAL WITH ONE FULL SECTION OF PVC

PRESSURE PIPE (ASTM D-2241, SDR-32.5),

CENTERED AT THE CROSSING POINT PER OAR

333-061-0050; SEE GENERAL SHEET NOTE 3

44 POTHOLED BY VACX, APRIL 5, 2023

48 PLEASE REFER TO SPECIFICATIONS FOR

AVAILABLE SUBSURFACE DATA REPORT BY

GEOENGINEERS, SEPTEMBER 27, 2022

50 CONTRACTOR TO DEFLECT PIPE TO MAINTAIN

10' SEPARATION FROM SANITARY SEWER LINE

C O

R \2

W W

E\ C

\3 _D

N \D

N S-

1\ W

-0

A N

D P

R O

.D W

: 3 /5

D : 1

/1 2/

CITY FORCES SHALL

SHEET KEYNOTES

SHEET OF

SHEET TITLE

HORIZ DATUM:

VERT DATUM:

HORIZ SCALE:

VERT SCALE:

DESIGN:

DRAWN:

CHECKED:

APPROVED:

NO. DATE BYDESCRIPTION

REVISIONS

SALEM PUBLIC WORKS DEPART

MENT

NOISIVIDGNIREE

N NIGE

CRESTVIEW

WATERLINE

SHEET PREPARED BY:

245 Commercial St. SE, Suite 210 Salem, Oregon 97301

(503) 364-2002

PN:720001

NGVD29(COS)

NAD83(2011)

OREGON

EXPIRES: 06-30-2026

100901PEREG

ISTERED PROFESSIONALENGINEER

JULY 11, 2023

PAMELA GREENE V ILLA RREA

WATERLINE

PLAN & PROFILE

W-03

A ABANDON

C CONNECT EXISTING TO NEW MAIN

COBURN ST S

STA 38+00 TO 42+00

MRN

PGV

AS SHOWN

PAO

RESTRAIN ALL JOINTS

CLASS B BACKFILL

NEW 18" DI W

BOLTON TERRACE S

R E:

C H

W -0

RESTRAIN ALL JOINTS

CLASS B BACKFILL

NEW 18" DI W

R E:

C H

W -0

0COBURN ST S

NEW 18" DI W

18" MIN

MIN 36" OF

COVER

MIN 36"

OF COVER

MIN 18"

GENERAL SHEET NOTES

1. EXISTING UTILITIES ARE SHOWN IN AN

APPROXIMATE LOCATION. CONTRACTOR TO

VERIFY EXISTING UNDERGROUND UTILITIES

PRIOR TO CONSTRUCTION. PLEASE REFER TO

SPECIFICATIONS FOR AVAILABLE POTHOLING

REPORT BY VACX, APRIL 5, 2023.

2. MAINTAIN MINIMUM SEPARATION FROM SANITARY

SEWER LINES PER OAR 333. MAINTAIN MINIMUM

12" VERTICAL SEPARATION FROM ALL OTHER

UTILITIES.

3. IF MINIMUM SEPARATION REQUIREMENTS PER

OAR 333 ARE NOT ACHIEVED, REPLACE ONE

SECTION OF SEWER LATERAL AND /OR SEWER

MAIN WITH PVC PRESSURE PIPE (ASTM D-2241,

SDR-32.5) AND CENTER AT THE CROSSING POINT

PER WITH ONE LENGTH OF DUCTILE IRON

WATERLINE (ALSO CENTERED) PER OAR

333-061-0050. SEWER LATERALS SHALL BE

REPLACED WITH 4" DIAMETER PIPE AND SEWER

MAINS SHALL BE REPLACED WITH 8" DIAMETER

PIPE; RE: CITY OF SALEM STANDARD

CONSTRUCTION SPECIFICATIONS AND SPECIAL

PROVISIONS.

4. RETAIN AND PROTECT ALL UTILITY CROSSINGS

UNLESS NOTED OTHERWISE.

5. CONTRACTOR MAY UTILIZE REDUCED/ALTERNATE

NUMBER OF FITTINGS TO ACHIEVE DESIGNED

ALIGNMENT AND PROFILE, PROVIDE SUGGESTED

CHANGE TO ENGINEER FOR APPROVAL.

800 BLK COBURN ST S

2519 COBURN ST S

2515 COBURN ST S

2525 COBURN ST S

2530 BOLTON

TERRACE S

2535 ALVARADO

TERRACE S

GRAPHIC SCALE

HORIZ:

VERT:

0 5 10

0 20 40

26 43

14 28

42+00 43+00 44+00 45+00 46+00

EXISTING GRADE

@ PIPELINE

" W

° B

D (M

Jx M

° B

D (M

Jx M

EX 10" SD

STA: 42+16.28

EX 8" SS

STA: 42+12.40 319.71 LF -18"

PIPE @ -5.17%

3.9 LF -18"

PIPE @ -107.24%

32.5 LF -18"

PIPE @ -7.75%

33.1 LF -18"

PIPE @ -0.00%

ROWROWROWROWROWROWROW

8''W

8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W

6' 'W

6''W

6' 'W

<8''SS <8''SS <8''SS <8''SS <8''SS <8''SS <8''SS <8''SS <8''SS <8''SS <8''SS <8''SS <8''SS <8''SS <8''SS <8''SS <8''SS

<8 ''S

S <8

''S S

<8 ''S

<6''SS

ROW

ROW ROW ROW

BH-3

BH-4

-5

<1 0'

'S D

SDSD

1''NG

1''NG 1''NG 1''NG 1''NG 1''NG 1''NG 1''NG 1''NG 1''NG 1''NG 1''NG 1''NG 1''NG 1''NG 1''NG 1''NG 1''NG

NGN

N G

1' 'N

G 1'

'N G

43+00 44+00

45+00

46+00

41+50

42+50 43+50 44+50

45+50

STA: 41+94.48

N: 466526.66 E:7540417.17

45° BEND (MJxMJ)

STA: 42+04.48

N: 466519.96 E:7540424.60 45° BEND (MJxMJ)

STA: 45+65.43

N: 466159.15 E:7540419.49 45° BEND (MJxMJ)

STA: 45+83.74

N: 466145.85 E:7540432.08

45° BEND (MJxMJ)

11.25° BEND (MJxMJ)

C O

R \2

W W

E\ C

\3 _D

N \D

N S-

1\ W

-0

A N

D P

R O

.D W

: 3 /5

D : 1

/1 2/

CITY FORCES SHALL

SHEET KEYNOTES

SHEET OF

SHEET TITLE

HORIZ DATUM:

VERT DATUM:

HORIZ SCALE:

VERT SCALE:

DESIGN:

DRAWN:

CHECKED:

APPROVED:

NO. DATE BYDESCRIPTION

REVISIONS

SALEM PUBLIC WORKS DEPART

MENT

NOISIVIDGNIREE

N NIGE

CRESTVIEW

WATERLINE

SHEET PREPARED BY:

245 Commercial St. SE, Suite 210 Salem, Oregon 97301

(503) 364-2002

PN:720001

NGVD29(COS)

NAD83(2011)

OREGON

EXPIRES: 06-30-2026

100901PEREG

ISTERED PROFESSIONALENGINEER

JULY 11, 2023

PAMELA GREENE V ILLA RREA

WATERLINE

PLAN & PROFILE

W-04

A ABANDON

C CONNECT EXISTING TO NEW MAIN

ALVARADO TERR S

STA 42+00 TO 46+00

MRN

PGV

AS SHOWN

PAO

RE:

MATCHLINE STA

W-03

42+00

RESTRAIN ALL JOINTS

CLASS B BACKFILL

NEW 18" DI W

R E:

C H

A W

-0

ALVARADO TERRACE S

NEW 18" DI W

01 CONSTRUCT DUCTILE IRON PIPE CONFORMING

TO AWWA C151, CLASS 52 (SIZE AS SHOWN). ALL

PIPES SHALL BE CEMENT-MORTAR LINED

CONFORMING TO AWWA C104 PER

SPECIFICATIONS. MAINTAIN MINIMUM 36" COVER

FROM FINISH TO GRADE. ALL PIPE JOINTS AND

FITTINGS SHALL BE RESTRAINED AS INDICATED IN

SPECIFICATIONS; RE: SALEM STD PLANS 601 AND

02 DEFLECT PIPE VERTICALLY. MAXIMUM

DEFLECTION PER MANUFACTURER'S

RECOMMENDATION

06 DEFLECT PIPE HORIZONTALLY. MAXIMUM

DEFLECTION PER MANUFACTURER'S

RECOMMENDATION

28 EXISTING 8" WATER LINE TO REMAIN IN SERVICE

DURING CONSTRUCTION

29 1" NATURAL GAS LINE RELOCATED BY UTILITY

OWNER

31 RETAIN AND PROTECT

33 POTHOLE SERVICE CONNECTION TO CONFIRM

DEPTH. IF WATER SERVICES CONFLICT, CONTACT

CITY FOR FURTHER INSTRUCTION

43 IF REQUIRED, REPLACE SEWER MAIN OR LATERAL

WITH ONE FULL SECTION OF PVC PRESSURE PIPE

(ASTM D-2241, SDR-32.5), CENTERED AT THE

CROSSING POINT PER OAR 333-061-0050; SEE

GENERAL SHEET NOTE 3

44 POTHOLED BY VACX, APRIL 5, 2023

48 PLEASE REFER TO SPECIFICATIONS FOR

AVAILABLE SUBSURFACE DATA REPORT BY

GEOENGINEERS, SEPTEMBER 27, 2022

18"

MIN

MIN 36"

OF COVER

28 01

31 31

GENERAL SHEET NOTES

1. EXISTING UTILITIES ARE SHOWN IN AN

APPROXIMATE LOCATION. CONTRACTOR TO

VERIFY EXISTING UNDERGROUND UTILITIES

PRIOR TO CONSTRUCTION. PLEASE REFER TO

SPECIFICATIONS FOR AVAILABLE POTHOLING

REPORT BY VACX, APRIL 5, 2023.

2. MAINTAIN MINIMUM SEPARATION FROM SANITARY

SEWER LINES PER OAR 333. MAINTAIN MINIMUM

12" VERTICAL SEPARATION FROM ALL OTHER

UTILITIES.

3. IF MINIMUM SEPARATION REQUIREMENTS PER

OAR 333 ARE NOT ACHIEVED, REPLACE ONE

SECTION OF SEWER LATERAL AND /OR SEWER

MAIN WITH PVC PRESSURE PIPE (ASTM D-2241,

SDR-32.5) AND CENTER AT THE CROSSING POINT

PER WITH ONE LENGTH OF DUCTILE IRON

WATERLINE (ALSO CENTERED) PER OAR

333-061-0050. SEWER LATERALS SHALL BE

REPLACED WITH 4" DIAMETER PIPE AND SEWER

MAINS…

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it. Updated Jul 31, 2024.