CITY OF SCAPPOOSE RJGHT<>F·WAY PERMIT

(must attach sketch, no larger than 11x17) 1· Application Date:

7.30.19 Physical: 52610 NE 1st St.

MaUing: 33568 E. Columbia Ave. Scappoose, OR 97056 (503)543*7184

Applicantts Name: _E_v_a_n_s_. _ce_s_a _____________ _

Company Name: Creekwood Homes Inc.

Mailing Address: PO Box 1785 North PlaiAs OR 97133

AUG 01 REC'D

BY:

Permit Fee: $200.00

Payment due with application 8: sketches. ~ 0 II 11lif4 Payment Receipt: tQ40 Date:9·1-B

Phone Number: 503-307-1019

Applicant .hereby applies to the City of Scappoose for permission to perform certain operations upon the right .. of-way of a City owned or dedicated street as shown on the attached map or plan, hereto and by reference made a part hereof.

nconstruct, operate and maintain a pole line

Uconstruct, operate and maintain a buried cable

Construct, operate and maintain a pipe line

Miscellaneous operations and/or facifities as described

Erect and maintain a non-commercial siqn

0Re-contruct

Street Name Between/At/Near

CONSTRUCTION LOCATION:

Side Road Dlstance From Center Line

From Rf\N Line Buried Cable or Pipe Depth I Size and Kind

O<tscriP.tlon and Location of Non~Commerciat Sign, Miscellaneous Operations and/or facilities 6th and Elm Streets. Public Improvements for Casswell ~ s,-...~ 1>, •""\. ~· ,.1

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APPROVED WITH THE FOLLOWING CONDITIONS -City Maintained Street -Depth ( ) Inches Minimum Cover -tnsurance Required -Cut -Bond Required -Push Bore -Trenching or Tunneling nearer than ( ) feet to surfaced portion of road is NOT permitted -OTHER: ~ "=?'f fA ..J ~ r:-.--lS ::;:>-~~ ~,.., ,.....,..., ., '.,.J A-e-c....-"'--9 .....,-L-~

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LOCATES (48 HOUR N011CE PRIOR TO EXCAVATION) Oregon taw requires you to follow the rules adopted by the Oregon Utility Notification Center, Those rules are set forth in OAR 952-001-0010 through 952-001-0090. You may obtain copies of the rules from the Center by calling (503) 246-1987.

One Calf System 1-800 .. 332-2344

This permrt is issued by the City of Scappoose and subject to the terms and provisions contained herein and attached hereto and is accepted and approved by applicant subJect to said terms and provisions.

APPLICANT MUST NOTIFY THE CliY 24 HOURS PRIOR TO THE DESIRED HOUR OF COMMENCEMENT OF WORK. THIS PERM!). VALID FOR 90 DAYS FROM THE DATE OF ISSUE.

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7.30.19 c . .,.J~ ~ . f>. ~ ·~ SfGNATURF TY ENGINEER or DELEGATE DAE

5CAPPOCSE L..Yiegoa

PERMIT ISSUED TO:

WORK SITE:

DATE:

Evan Scesa, Creekwood Homes

SE 6th and Elm (Casswell Subdivision), Scappoose OR 97056

August 8, 2019

Conditions of Approval for Right-of-Way Work

1. Prepave inspection required prior to any sidewalk or street repair. 2. Notify all adjacent private property owners concerning work planned in the Right-of-Way. 3. Call Utility Locates and pothole all utilities as needed (including sewer laterals and water

services). 1-800-332-2344 or 811 4. In addition to the listed requirements, the contractor is responsible for following all requirements

of the Public Works Design Standards and Franchise Agreement, as applicable. 5. Traffic control plan and schedule shall be provided for approval prior to work in the roadway.

Traffic control should be performed as specified in the Manual on Uniform Traffic Control Devices. Contractor shall coordinate with City of Scappoose Police Department, Scappoose Rural Fire District, Scappoose School District and Post Office regarding road closures and expected delays and shall have certified flaggers directing traffic at all times.

6. Notify City Engineer, at 503-543-7184, two working days prior to the start of ROW construction. Bore under all sidewalks, driveways, curbs, and pavements, if possible. Saw cut, excavation and trench backfill per Public Works Design Standards detail 329. Call for sub grade inspection prior to AC paving or re-pouring concrete panels and provide compaction test results, if required.

7. Notify Public Works, at 503-543-8404, two working days prior to any utility main line taps, if applicable. Public Works official must be present when the tap is done.

8. Restore all vegetation and private property disturbed by construction. 9. Obtain a final inspection from the City Engineer and/or Inspector when the construction is

complete. 10. Maintain the Visual Clearance Area per SMC 12.10; A visual clearance area shall contain no

vehicles, RV's watercraft, parts designed to be affixed to a vehicle of any type, hedge, planting, fence, wall structure, sign or temporary/permanent obstruction that would impede visibility between a height of 3' and 10' above the center line grades of the intersecting streets or railroad.

11. All non-metallic service laterals shall include trace wire per OPSC.

Additional Requirements

Maintain min. 3-ft clear from any existing public utilities including water meters and laterals per PWDS 4.0024

If applicable, submit tree removal application for each public street tree to be removed perCh. 17.14

Restore all disturbed areas to pre-construction condition.

Construct new underground utility vault at grade relative to proposed sidewalk and/or driveway elevation.

Notify City Engineer and Inspector for any questions regarding field conditions and/or discrepancies.

C: Dave Sukau, Public Works Director Doug Nassimbene, Field Services Supervisor

R: \Engineering\Engineering\Streets \ROW Permits \Street\2019 _SE 6th and Elm (Urie Subdivision) IS£ 6th and Elm_ROW COA_2019-08-08.doc

CONSTRUCTION DRAWINGS FOR

CASSWELL PARK SUBDIVISION

LOC~~~~AlEMAP '

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PBQ F'7 LANCSCAPE NICHTECT a#1ISTOFfEII FRESH..EY LAIDSCAFE A!ICHIECTS :»44SW31!THP!..ACE FORTLAJD. OREGON f1722f

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PROPOeED USE t51NT 9WCIMSION StNGLE FAUL.Y I'ESICJENTIAL

SREAFEA 3.38 AaiES (147,ttf5 SF} AFTER ROW DEDICATIONS.

PBO.JECT QEOTEQftCAL. ENOtEEB ASPECT CONS/A. rm 522SW5THAISII:E; SUTE1300 FORTLAJD. OREOON 97204 ATmi.Wf(SWAM' fflfi7HI65-5lJS/() 11'16nnk~com

1 5 LOTS· CJ1Y OF SCAPPOOSE, OREGON

TAX MAP SE 1 /4 SECTION 12 • T3N R2W TAX LOT 1 00, 500 AND 50 1 (COLUMBIA COUNTY)

DRAWING INDEX C10t. COVER SHEET C102. CONSTRUCTION NOTES 0103. EXISllNO CONDITIONS PLAN CI04. "TREE REMOVAL PLAN Cf05. PAELAINARY PLAT C106. aRADINO PLAN C106A OETENTlON POND - PLAN AND PROFILE SEC110NS C107. COMPOSITE l1T1UTY PLAN C108. SE 6TH STREET AND STORM LI'IIE 01 (PLAN AM:> PROFILE) CI09. SE ELM STREET AND STORM LINE 02, 05 AND oe (PLAN AND PROFILE) C110. SE TERRI WAY AND STORM UNE 03 (PLAN AM:> PROFILE) em SE SE CASSWEU.. DR AND STORM LI'IIE 04 (PLAN AND PROFILE) cn2. CURB RETURN PLAN AND PROFILES Ctl3. CURB RETURN PLAN AND PROFILES ctJ4. SE TERRI WAY SANITARY LINE A AND WATER (PLAN AND PROFILE) Ctl5. SESE CASSWELL DRIVE SANrTARY LINE BAND WATER (PLAN AND PROFILE) C116. S"TREET SIGNAOE AND ST'RIPI\IQ WITH STREET "TREE PLAN cn7. STORM DETAILS Cff8. SANrT ARY AND STORM DETAILS Cf19. PUBLIC WATER AND MISCELLANEOUS DETAILS ct20. MISCELLANEOUS OCTALS ct21. MISCELLANEOUS DETAILS C122. ULTRA BLOCK WALL DETAILS Lf. LANDSCAPE PLAN ELf. LJQH11NQ PLAN EL2. UGH11NO SPECIFICATIONS AND NOTES

NPDES-1200CN SHEET INDEX ECD1. EROSION AND SEDIMENT CONTROL COVER SHEET

EC02. ClEARING AND DEMOLITION EROSION & SEDIMENT CONTROL PLAN EC03. GRADING CONSTRUCTION AND EROSION & SEDIMENT CONTROL PLAN

ECD4. EROSION & SEDIMENT CONTROL DETAILS

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VICINITY MAP NOT TO SCAL£

VERTICAL DATUM INFORMATION fl£VA TION DATUM IS A USGS BFNCHMAF?I< BRASS DISK STAMPFD 61)(101 19JJ LOCA TeO IN THF LOK£ST STePS OF SCAPPOOSE HIGH SCHOOL APPROX. too' 1\EST OF COWliBIA HIGHWAY - BENCHMARK - ElEVATION 6-f. 78 (NAVD 88).

PRQPOSfD ROADWAY: 780 f.F OF ROADWAY - ASPHALT PA ~ENT

PROPO$ED WATER LINE· 1,170 LF. 8"' C900 WATf:RLIHE

PROPOSED SITE AREAS TOTAL JIIIPRO\IDIDIT AREA • 175.627 SF (4.CD A.CR~)

PRCJ.ECT tlotPRO>OI<HTS AREA • 159,865 sr (3.67 ACReS) ADO/OONAl. CITY (ROlli) lloiPR0'61£NTS AREA • 1~562 sr (0.~ ACII(S)

PRQPOS£0 IMPERVIOUS AREA BREAKQOVtN· - PROJf:CT ON- SITe STIIf:HS: 23,139 SF /0.53 ACRES - PFIO.£CT ON-SITe ROOFS/SIDEWALKS: 39.600 SF /0.91 ACR£5 - PRO.£CT Off-SITe STREETS: 12,620 SF /0.29 ACRES

- CITY IMPFIO'IOIEHTS - OTT-SITe STIIf:ETS: IJ,718 SF/0.31 ACRES

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,---------------------- ~~ ENGiNEER'S NOTE TO CONTRACTOR:

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EARTHWORK QUANTITIES 6,000 YDS. EXCAVATION AND 6,000 YDS EJ.IBANK~ENT. ASSUMES 1200 YDS SlRIPPINGS USED ON-SITE TO ACHIEVE BALANCED DIRT VOLU~ES.

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1>1/S D£SICN CotoiPUE'S TO ORS 92.044 (7) IN 1>/AT HO Ul1UTY INFRASTRUCTURe IS DESIGN£D TO BE MTH!N OH£ FOOT OF A SURI£Y UOHWIENT tOCA11(1ol SHOIIIIo/ (1ol A SUBOIIAS/00 OR PAilnOOH Pt.AT. NO OESlCN t.KJD~FJCAnC:W CW FINAL Fl£1..0 LOCA OON CHANGE SHAU. BE PERWITTro IF" fT ~D CAUSE; ANY UTIUTY IHFRASTRUC1UR£ TO 8£ PU.CED OlrnrH THE PROIIIBtmJ AR£A.

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DATE: 6/07/2019

! DRAWN BY: CPK

PROJ. MGR: CPK

HECKEO BY: CPK

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Legend

0 -- Streets -- Rivers

- Water D City Limits Boundary ,--- I

- Sanitary Sewer l _____ j Taxlots Boundary

Storm Drainage 0 50 100 200 Feet