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SGN2007-00061 ~ CIT ! OF TIGARD SIGN PERMIT DEVELOPMENT SERVICES PERMIT #: SGN2007 -00061 DATE ISSUED: 3/28/2007 i TiG ARD. 13125 SW Hall Blvd., Tigard, OR 97223 (503) 639 -4171 PARCEL: 2S 115BA - 02500 BUSINESS NAME: CITY OF TIGARD ZONE: C - SIGN LOCATION: 16200 SW PACIFIC HWY R - - JURISDICTION: TIG APPLICANT /AGENT: CITY OF TIGARD BUSINESS TAX NO: SIGN PERMANENT: X FREESTANDING: Y FREEWAY: Y TEMPORARY: WALL: ELECTRONIC: OTHER: BILLBOARD: BALLOON: SIGN DIMENSIONS: 10'X3' TOTAL SIGN AREA: 30 sq. ft. WALL AREA: sq. ft. WALL FACE (DIRECTION): SIGN HEIGHT: 5 ft. PROJECTION FROM WALL: in. ILLUMINATION: EXT DESCRIPTION OF SIGN: Placement of (1) one 30 sq. ft. permanent monument entry sign. MATERIALS: WOOD /MASONAR EXISTING SIGNS: 1 ELECTRICAL PERMIT REQUIRED: Y BUILDING PERMIT REQUIRED: N ADMINISTRATIVE EXCEPTIONS: TOTAL PERMIT FEES: $ 39.00 This permit is issued subject to the regulations contained in the Tigard Municipal Code, State of Oregon Specialty Codes and all other applicable laws. All work will be done in accordance with approved plans. A permanent sign must be placed within 90 days from approval date or sign permit shall expire. A temporary sign shall expire 30 days from validity date. A balloon sign shall expire 10 days from validity date. / r/eC--"vrta-7- APPROVED BY: // _ PERMITTEE SIGNATURE: ( DATE: 3/28/2007 (6, 2' °'4e_ ,;1,..,-y : ilii SIGN PERMIT APPLICATION • City cf Tigard Permit Center 13125 SW Hall Blxi, Tigarg OR 97223 Phone 503.639.4171 Fax: 503.598.1960 GENERAL INFORMATION Name of Development/Project 0 eei7. 7 1-6401-65-77— FOR STAFF USE ONLY Site Address/ Street Address 4 4 a ) � Location 111-.Y ODO r �6 ZOO Stv Alt AG Permit No.: I�• Suite /Bldg. # City /State Zip Expiration Date: 71640 / , t'7 Receipt #: L� -4 3 v " Name Approved By !" Property Ste/ Pw E'` / e.)0 r- Date: fi b... 7 Owner Mailing Address Suite Map /TL# : 2Sl 0 13A -c `- 5,J U 11 2( S(,--) 5404..) Zoning: C C7 City /State Zip Phone PPLD q7 7-0S Tenant or Nye Electrical Permit Required? ❑'es ❑ No Business ,��i r-.S x J s Building Permit Required? ❑ Yes To Name Rev. 7/5/06 � ^ _ T is \cwpin \ masters \1and use applications \sign permit app.doc CZ Sign �u &tC tc2_k& Contractor Mailing Address Suite (Prior to permit / 3/ 2 S - .sc4i "1,10,— issuance, a copy of all City /State Zip Phone REQUIRED SUBMITTAL ELEMENTS 1 licenses are (Note: applications will not be accepted required if 77� q 77 Z3 61?-//7/ without the required submittal elements) expired in the Oregon Const. Cont. Board License # Exp. Date City of jigard's /��� N/A database ❑ Completed Application Form ,� Permanent Freestanding Freeway Proposed g ❑ y ❑ 2 Copies of Site /Plot Plan, Drawn to Scale Sign ❑ Temporary ❑ Wall ❑ Electronic (3 copies, if a building permit is required) (Check all that ❑ Other ❑ Billboard Balloon t apply) d ❑ size requirement: 8 /z" x 11 ", or 11" x 17" Er New sign? ❑ Alter to existing sign? ❑ 2 copies of elevations, drawn to scale Sign Dimensions: - r 3 (3 copies, if a building permit is required) size requirement: 81/2" x 11 ", to 24" x 36" Total Sign Area (sq. ft.): 3r. e0 ❑ $39.00 Fee (Permanent sign, any size) Sign Data Total Wall Area (sq. ft.) v-A_ ❑ $19.00 Fee (Temporary sign, any type) (Complete all Direction Wall Faces (circle one): items in this NOTES: section) S E W NE NW SE SW Height to top of sign (feet): 3.— 1 • Wall signs do not need to be drawn to scale, but Projection From Wall (inches): /0 must include dimensions of wall face and sign Copy id tic -co..c 7b 77 0 - g Ai4e6 7c e t. Materials: Ccscbbi i..4E}.04r, 67.f -Se • all si do not require site /plot plans. • Freestanding signs over 6 ft. required a building Will sign have illumination? Yes ❑ No permit. Type: ❑ Internal External • If work authorized under a sign permit has not been Are there any existing freestanding or wall signs at this location, completed within ninety (90) days after the issuance including wall signs that overlap a tenant space? of the permit, THE PERMIT WILL BECOME ❑ Yes No NULL AND VOID. If "yes ", a list or diagram of all sign dimensions and square footage must also be submitted. (OVER FOR SIGNATURES) I hereby acknowledge that I have read this application, that the information given is correct, that I am the owner or authorized agent of the owner, and that plans submitted are in compliance with the City of Tigard. DATED this / 4 day of t , 20 0 7 Lure of '1 • er /Agent �v �s eoFUc---.2-`cgrn Pide 3 -- Contact Person Name Phone No. 3/28/2007 9:13AM Payment History For CCA ` E "" Case #: SGN2007 -00061 Recorded Type Fee ID # Description Fees Paid Date Paid Check # Receipt # BY Due History PRMT 200703260908069450 [SIGN] Sign Permit 34.00 34.00 3/26/2007 J /E# 384 KJP 0.00 LRP1 200703260908126330 [LRPF] LR Planning 5.00 5.00 3/26/2007 J /E# 384 KJP 0.00 Surcharge Total Fees: 839.00 Paid: 839.00 TOTAL REMAINING DUE: $0.00 Page 1 of 1 CasePavmentHistory..rpt 2S 1 15BA 2S 1 15BA • , . _ . E- .. .t) ',•• . . • , , " 2, ItangailL MN. / ,4 ' - • -- 'n' ' ' '' Tr • / g ACCEIDS"' , 4 / o ' 4 / 1 / -1.jr all , .. 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F 0 R PLOT DATE: April 19, 2004 . _ , , , , , ,. o N A I S y S E S T T R P E U L R y P 8 N S E S - FOR OTHER USE 2378 noOnnorne nap tiq tot rno mostarrononformolion , . . . . KING CITY TIGARD . 2S 1 15BA 2S 1 15BA cl ipisiw15 . • � , PERMIT NUMBER APPLICATION AND PERMIT TO OCCUPY OR 9 PERFORM OPERATIONS UPON A STATE HIGHWAY See Oregon Administrative Rule, Chapter 734, Division 55 CLASS : 05 KEY# GENERAL LOCATION PURPOSE OF APPLICATION (TO CONSTRUCT /OPERATE /MAINTAIN) HIGHWAY NAME AND ROUTE NUMBER POLE TYPE MIN. VERT. CLEARANCE Pacific West 99W LINE HIGHWAY NUMBER COUNTY f---BURIED TYPE 1W 34 = WASHINGTON L-JCABLE BETWEEN OR NEAR LANDMARKS PIPE TYPE Fischer Rd LINE HWY. REFERENCE MAP DESIGNATED FREEWAY IN U.S. FOREST FEE AMOUNT NON - COMMERCIAL straight line YES X NO YES X NO SIGN $ 0.00 APPLICANT NAME AND ADDRESS X MISCELLANEOUS OPERATIONS AND /OR FACILITIES AS City of Tigard DESCRIBED BELOW 13125 SW Hall Blvd. BOND ODOT USE ONLY BOND REQUIRED REFERENCE: AMOUNT OF BOND Tigard, OR 97223 OAR 734 -55 X YES NO 035(2) $1,000,00 INSURANCE REQUIRED REFERENCE: SPECIFIED COMP. DATE Attn: Dennis Koellermeier (503) 639 -4171X 2596 X YES NO OAR 734 -55 035(1) 02/31/07 DETAIL LOCATION OF FACILITY(For more space attach additional sheets) MILE MILE ENGINEERS ENGINEERS SIDE OF HWY OR DISTANCE FROM BURIED CABLE OR PIPE SPAN POINT TO POINT STATION TO STATION ANGLE OFCROSSING CENTER OF PVMT R/W LINE DEPTH /VERT. SIZE AND KIND LENGTH 11.87 R DESCRIPTION AND LOCATION OF NON - COMMERCIAL SIGNS OR MISCELLANEOUS OPERATIONS FACILITIES This permit is for installation of Welcome to Tigard entryway monument All work and traffic control shall be to ODOT standards and specifications. Work hours from 9am to 3pm mon -fri SPECIAL PROVISIONS (FOR MORE SPACE ATTACH ADDITIONAL SHEETS) TRAFFIC CONTROL REQUIRED - OPEN CUTTING OF PAVED OR SURFACED AREAS ALLOWED? • X YES [OAR 734 -55- 025(6)1 NO • O YES [OAR 734 -55- 100(2] X NO (OAR 734 -55- 100(1) O AT LEAST 48 HOURS BEFORE BEGINNING WORK, THE APPLICANT OR HIS CONTRACTOR SHALL NOTIFY THE DISTRICT REPRESENTATIVE AT TELEPHONE NUMBER: (503) 229 - 5002 Jim OR FAX A COPY OF THIS PAGE TO THE DISTRICT OFFICE AT: (503) 297 - 6058 SPECIFY TIME AND DATE IN THE SPACE BELOW. O A COPY OF THIS PERMIT AND ALL ATTACHMENTS SHALL BE AVAILABLE AT THE WORK AREA DURING CONSTRUCTION. O 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 at (503) 232 -1987. CALL BEFORE YOU DIG 1- 800 - 332 -2344 COMMENTS - ODOT USE ONLY 1. Work will comply with permit, attached provisions (5pg.), and approved plans to satisfaction of District Manager or representative. 2. Work not in compliance shall be removed, repaired to meet ODOT standards, approval by District Manager or representative. 3. Applicant shall call 503 - 969 -1035 for any electrical locates within ODOT's right of way prior to starting any work. 4. A preconstruction conference is required before starting work. Please call 503 - 229 -5002 to arrange for a meeting. IF THE PROPOSED APPLICATISN WILL AFFECT THE LOCAL GOVERNMENT, THE APPLICANT SHALL ACQUIRE THE LOCAL GOVERNMENT OFFICIAL'S ATURE BEF' RE ACQUIRING THE DISTRICT MANAGER'S SIGNATURE. LOC • GS • ENT OF IAL SIGNATURE TITLE DATE X / ,sLk ILA) C_, / /- /v.7 APPLICANT SIGNAT • •E APPLICATION DATE TITLE TELEPFHO NO. X S C A& vG / /Z9 /v7 52)3- 7/8-2S When this application is approved by the Department, the applicant is ubject , accepts and DIS I T MANAGER OR RE'?RESENTATIVE AP O A DATE approves the terms and provisions contained and attached. and the terms of Oregon Administrative I L. Rules,'Chapter 734, Division 55, which is by this reference made a part of this permit. X 734 - 3457(7 -06) 2 AM39454 GENERAL PROVISIONS FOR POLELINE, PIPELINE, BURIED CABLE PERMITS AND MISCELLANEOUS PERMITS (Rev) Mar 2005 APPLICANT City of Tigard HIGHWAY 1W MP 11.87 WORKSI TE ®1. Permittee shall call for utility locates before digging, 1- 800 - 332 -2344 per Oregon Administrative Rules (Chapter 952, Division 1). You may be held liable for damages. ®2. Prior to beginning work on ODOT Region 1 right of way, permittee shall contact ODOT Region 1 Electrical (John Sapp 503 - 969 -1035) to request ODOT locates in and around ODOT facilities. Utility locates may not include ODOT facilities. ®3. Permittee shall have a copy of this permit and all attachments at the work site. They shall be available to the District Manager or representative upon request. ®4. Permittee shall acknowledge, in writing, it's receipt and review of Oregon Administrative Rules (Chapter 734, Division55) governing miscellaneous facilities and operations on the highway right of way as the governing provisions of this permit or agreement. Copies of this rule may be obtained from any district maintenance office. ®5. Permittee shall review the Oregon Administrative Rules (Chapter 734 Division 55) governing miscellaneous facilities and operations on the highway right of way as the governing provisions of this permit or agreement. Web Site: http: / /arcweb.sos.state.or.us /rules /OARS 700 /OAR_734/734 055.html. ®6. Access control fence shall be maintained during construction and restored to its original or better condition after construction is complete. ®7. The permittee shall not use state highway right of way to display advertising signs or merchandise of any kind. ®8. Stopping and parking of vehicles on state highway right of way for the maintenance of adjoining property or in furtherance of any business transaction or commercial establishment is strictly prohibited. 09. All grass and small brush within the work area shall be rotary or flail mowed to ground level prior to the beginning of work to facilitate clean up. Disturbed areas shall be reseeded with grass native to the area in an appropriate seeding time. ®10. Depositing of mud or debris upon any state highway is strictly prohibited and violation shall be cause for immediate cancellation of the permit. Clean up shall be at the applicant's expense. The highway shall be cleaned of all dirt and debris at the end of each work day, or more frequently if so determined by the District Manager or representative. ®11. Permittee shall replace any landscape vegetation or fences that are destroyed. Any damage that is not fully recovered within 30 days (weather permitting) will be replaced by ODOT at the expense of the permittee. A "plant establishment" shall be understood to be part of the planting work to assure satisfactory growth of planted materials. The plant establishment period will begin when the original planting and all landscape construction has been completed and approved. The length of the establishment period will be one calendar year or as defined in the permit Special Provisions. 012. Permittee shall install and maintain landscaped area as shown on the attached drawings. Planting shall be limited to low - growing shrubs, grass or flowers that do not attain sufficient height to obstruct clear vision in any direction. The Oregon Department of Transportation (ODOT) retains the right to remove said landscaping at any time such removal may appear to be in the public interest . ithout liabil or loss, injury, of damage or any nature whatsoever. It ,, Permittelj ��. O DOT REP. l\ �1•�.A D ate 1���(q) 2AM89454 2 TRAFFIC ®13. During construction or maintenance, the work area shall be protected in accordance with the current Manual on Uniform Traffic Control Devices, ( MUTCD), Federal Highway Administration, US Department of Transportation, and the Oregon Department of Transportation supplements thereto. Flaggers shall have a card or certificate indicating their completion of an approved work zone traffic control course. All traffic control devices shall be maintained according to the American Traffic Safety Services Association (ATSSA), Quality Standards for Work Zone Traffic Control Devices handbook. ®14. Permittee shall provide a detailed traffic control plan for each phase of the work, showing signs and cones. Plans shall be reviewed and approved by Oregon Department of Transportation in advance of construction or maintenance. ®15. All damaged or removed highway signs shall be replaced by the permittee. Installation shall be according to MUTCD standards or ODOT specifications, and shall be completed as soon as possible but no later than the end of the work shift. ®16. No lane restrictions are permitted on the roadway during the hours of darkness, on weekends, or between 6:00 AM and 9:00 AM, or 3:00 PM and 6:00 PM (Monday thru Friday) without prior approval by ODOT. ❑17. Hours of work on the roadway shall be: DRAINAGE 018. On -site storm drainage shall be controlled within the permitted property. No blind connections to existing state facilities are allowed. 019. Excavation shall not be done on ditch slopes. Trench excavation shall either be at ditch bottom or outside ditch area. (Minimum depth at bottom of ditch shall be 36 inches; minimum depth outside of ditch shall be 42 inches). 20. Only earth or rock shall be used as fill material and shall slope so as not to change or adversely affect existing drainage. Fine grade and seed the finished fill with native grasses to prevent erosion, or as directed by the District Manager. 021. A storm drainage study stamped by an Oregon Registered Professional Engineer (PE) is required. The study must meet standards of the National Pollution Discharge Elimination Systems (NPDES) when any of the following conditions apply: ® Whenever a four inch pipe is inadequate to serve the developed area, . ® development site is one acre or larger in size and directly or indirectly affects state facilities, 9 or as directed by the District Manager or representative. ® An advance deposit for ODOT hydrology reviews may be required. 022. Permittee shall provide on -site detention for storm water runoff that exceeds that of the undeveloped site. 23. All water discharged to an ODOT drainage system shall be treated prior to discharge. All requests for connection to an ODOT storm system must meet any requirements of the National Pollutant Discharge Elimination System (NPDES). This may include local jurisdiction approval of on -site water quality treatment facilities and/or development of an operation and maintenance plan for any on -site water quality treatment facility, as determined by local jurisdiction. C r 1 �� Permitt � ���. ODOT REP %4 ' Date I I 2AM89454 3 EXCAVATION /CONSTRUCTION 24. The following ODOT documents, where applicable and not otherwise superceded by the permit language, shall be incorporated for use in the permit: "Oregon Standard Specifications for Construction (2002)" and relevant Metric Standard Drawings. ODOT shall have authority over acceptance of all materials and workmanship performed under this permit as stated in Section 00150.00 of the "Oregon Standard Specifications for Construction (2002)." For additional Supplemental and Special Provisions please refer to: http:uw-ww.odot. state. or. us /techsery /roadway /specs/home.htm. Standard Specifications are available on this site. 025. Open cutting of pavement is allowed in areas specifically approved by District Manager or representative. 026. Backfill trench according to the attached typical drawing, marked as Exhibit A . 027. Open cutting of the highway is allowed with construction in accordance with OAR 734 -55 -0100. All excavation in paved areas shall be backfilled and the roadway surface patched before the end of each shift. In special cases where steel plates are allowed, said plates shall be pinned and a temporary cold patch applied to the edges. The permittee shall be fully responsible for monitoring and maintenance of temporary patching and steel plating. 028. Compaction tests shall be required for each open cut per Oregon Standard Specification for Construction. Compaction tests shall be conducted every lineal feet per lift of continuous trench according to the Manual of Field Test Procedures (MFTP), published by ODOT. Percent Compaction shall be 95 %. Upon requests results of compaction test shall be provided to District Manager or representative at applicants' expense. 29. Control Density Fill (CDF) shall be used as surface backfill material in place of crushed rock in open trenches that impact the travel portions of the highway. A %' -0, or 1"-0 rock will be used for the aggregate. The amount of cement used shall not exceed 3.0% of the total mixture's weight. Maximum compressed strengths must not exceed 250 pounds per square inch (psi). 30. Surface restoration shall be a minimum of eight inches of hot asphalt- concrete (AC), compacted in four two inch lifts, or match existing pavement depth, whichever is greater. Sand -seal all edges and joints. 31. All aggregate shall conform to Oregon Standard Specification for Construction, Section 02630 - Base Aggregate. 32. Any area of cut or damaged asphalt shall be restored in accordance with the included Attachment B, "T" Cut Typical Section drawing. For a period of two years following the patching of paved surface, permittee shall be responsible for the condition of permittee's pavement patches, and during that two year period shall repair to District Manager or representative satisfaction any of the patches which become settled, cracked, broken, or otherwise faulty. ❑33. An overlay to seal an open -cut area shall be completed prior to the end of the construction season, or when minimum temperature allows per "Oregon Standard Specification for Construction" and any subsequent revisions thereto. Typical overlay shall be 1.5 inches deep and cover the affected area from edge of pavement to edge of pavement, and taper longitudinally at a fifty feet to one inch (50' : 1") ratio. Taper may be adjusted by the District Manager as required. For a period of two years following this patching of the surface, the permittee shall be responsible for the condition of said pavement patches, and during that time shall repair to the District Manager or representative's satisfaction any of the patches which become settled, cracked, broken or otherwise faulty. 034. Highway crossings shall be bored or jacked. Bore pits shall be located behind ditch line or in areas satisfactory to the District Manager. Unattended 'pits shall either be protected by a six -foot fence, backfilled, or steel plated and pinned. li 4 Permit ODOT REP Vn a , kv.11 Dat: , 1 2 AM89454 • 4 035. Permittee shall install a "tracer wire" or other similar conductive marking tape or device, if installing any non - conductive, unlocatable underground facility, in order to comply with Oregon Utilities Coordination Council (OUCC), per OAR 952 -01 -0070 (6). 036. Trench backfill outside of ditch line or in approved areas may be native soil compacted at optimum moisture in twelve inch layers to 90% or greater of the maximum density. 37. Native material that is found to be unsatisfactory for compaction shall be disposed of off the project and granular backfill used. 038. Trench backfill in rock slope or shoulder shall be crushed 1"-0 or 3 /4 " -0 size rock compacted at optimum moisture in eight - inch layers. Compaction tests shall be conducted according to the Manual of Field Test Procedures (MFTP), published by ODOT. Percent compaction shall be 95 %. At the discretion of the District Manager or representative, results of compaction tests shall be provided to District Manager or representative at applicant's expense. 039. Where excavation is on fill slope steeper than a two to one (2:1) ratio, slope protection shall be provided using four -inch size rock laid evenly to a minimum depth of twelve inches. 40. No more than 300 feet of trench longitudinally along the highway shall be left open at any one time and no trench shall be left in an open condition overnight. 041. Areas of disturbed cut and fill slopes shall be restored to a condition suitable to the District Manager or representative. Areas of erosion shall be inlaid with an acceptable riprap material, or as directed. 42. All underground utilities shall be installed with three -foot or more of horizontal clearance from existing or contract plans guardrail posts and attachments. All non - metallic water, sanitary and storm sewer pipe shall have an electrically conductive insulated Number 12 -gauge copper tracer wire the full length of the installed pipe using blue wire for water and green for storm and sanitary sewer piping. 43. Any area of cut or damaged concrete shall be restored in accordance with the attached Typical Section -Pipe Section under sidewalk. 044. Utility markers and pedestals shall be placed as near the highway right -of -way line as practical. In no case shall pedestals and line markers be located within the highway maintenance area. 045. No cable plowing is allowed within the lateral support of the highway asphalt (i.e. at six feet lower than the edge of the asphalt, no plowing within nine feet of the edge of the asphalt). 046. Review by an ODOT Bridge Engineer is required for all proposed bridge and structure attachments and for utility or any facilities to be installed within sixteen feet of bridge foundations, supports, walls or related, or within the influence zone of bridge facilities. A l _______. Permitte: fi' ODOT REP IDate \ I. k,--1 2AM g 9454 5 Miscellaneous: ®47. Permittee shall be responsible and liable for (1) investigating presence /absence of any legally protected or regulated environmental resource(s) in the action area; (2) determining any and all restrictions or requirements that relate to the proposed actions, and complying with such, including but not limited to those relating to hazardous material(s), water quality constraints, wetlands, archeological or historic resources(s) state and federal threatened or endangered species, etc., (3) complying with all federal, state, and local laws, and obtaining all required and necessary permits and approvals. ®48. If the permittee impacts a legally protected /regulated resource, permittee shall be responsible for all costs associated with such impact, including, but not limited to all costs of mitigation and rehabilitation, and shall indemnify, and hold ODOT harmless for such impacts and be responsible and liable to ODOT for any associated costs or claims that ODOT may have. ®49. Plans are approved by ODOT in general only and do not relieve the permittee from completing construction improvements in a manner satisfactory to ODOT. The District Manager or representative may require field changes. When revisions are made in the field, permittee is responsible to provide "as built" drawings, within 60 days from completion of highway improvements, and shall submit them to the District Office issuing the permit. ®50. Permittee shall be responsible for locating and preserving all existing survey monumentation within the work area in accordance with ORS 209.150 and /or 209.155. If monumentation or it's accessories are inadvertently or otherwise disturbed or destroyed, applicant shall be responsible for all costs and coordination associated with it's reestablishment by a professional licensed surveyor. 051. An advance deposit of $ is required for project associated costs incurred by ODOT. Such costs will be identified and estimated by ODOT, and include, but are not limited to review of studies and calculations involving hydraulics /drainage, geotechnical, traffic and traffic control plans, signal, roadway design, bridge and other engineering support. Excess funds remaining in the account upon completion of billing will be refunded. If ODOT costs exceed the deposit amount, permittee shall be billed for the difference. AO ODOT Rep. Date \\ �� Permitte`is- p 11 Greg Berry Entry Monument at Walnut St_ and Barrows Rd. Page 1 , From: Greg Berry To: Dick Bewersdorff; Gus Duenas; Kristie Peerman Date: 3/21/2007 2:08:07 PM Subject: Entry Monument at Walnut St. and Barrows Rd. Project: Proposed Entry Monument at Walnut St. and Barrows Rd. As requested, I have reviewed this work for the need of a permit to work within a right of way. As to right of ways, Chapter 15.16 only applies to "unimproved public right of way ". This term is ambiguous, but this ambiguity need not be resolved here since this chapter also states that where the adjacent right of way is fully improved, an encroachment may be permitted between the property line and one foot from the back of the sidewalk (15.16.050 1. f.). However, it appears that this Chapter is not intended to apply to City work. For instance, 15.16.060 requires that the permit be recorded against the benefitting property. Encroachments must also comply with Chapter 15.04 (15.16.010 1. a.). Permits are not issued to the City under this Chapter. Since the proposed work is by the City, it appears that neither chapter requires a permit. However, since the proposed work is in a fully improved portion of Walnut St., there should be compliance with the requirement for one foot of clearance from the back of the sidewalk. The submitted drawings shows that the footing of the monument is three feet below ground. This is sufficiently deep to conflict with utilities which are likely to be in the area. I recommend that utilities be promptly located. t 1 • m N TIGARD ENTRY MONUMENT SIGNAGE D• 0 WALNUT STREET AND SW BARROWS ROAD SITE -- AND -- HIGHWAY 99 SOUTH OF DURHAM ROAD SITE w I _ L 11.1111111 - ' — PROJECT TEAM GENERAL NOTES ° oI OWNER: 1. ALL WORK TO BE PERFORMED IN —i. CITY OF TIGARD ACCORDANCE WITH APPLICABLE LAWS, CODES N -' ' PUBLIC WORKS AND REGULATIONS. _ - _- wel come t o Tigard 13125 SW HALL BLVD. NOTIFY THE APPROPRIATE INDIVIDUAL OR TIGARD, OR 97223 AGENCY TWO (2) WORKING DAYS PRIOR TO _ MEM 503.639.4171 ex. 2596 T THE TIME THAT THE CONTRACTOR WISHES 1/ 503.684.8840 F THE INSPECTION TO BE MADE. j� f - -- CONTACT: DENNIS KOELLERMEIER O 1.10111111M1111 A Place to Call Home PUBLIC WORKS DIRECTOR 2. REPORT DISCREPANCIES IN DRAWINGS OR 4. �I, SPECIFICATIONS TO THE OWNER'S LANDSCAPE ARCHITECT: REPRESENTATIVE FOR CLARIFICATIONS AND O� __ LANGO HANSEN LANDSCAPE ARCHITECTS, PC ADJUSTMENTS BEFORE COMMENCING WORK. S T AG t 1100 NW GLISAN ST., SUITE 36 ANY DEVIATIONS OR CHANGES IN THESE JJ PORTLAND, OR 97209 DRAWINGS WITHOUT WRITTEN ACCEPTANCE OF c > . IIi� � 1 �_ [ _ ___ _J__ ��� 503.295.2437 T 503.295.2439 F O � — I THE OWNER'S REPRESENTATIVE SHALL �L M III T _ - CONTACT: KURT LANGO ANY ABSOLVE ALL OWNER' RESPONSIBILITY REPRESENTATIVE OF AND rl1111 _MIMS 1.111.1111 DEVIATION OR CHANGE. 3. PROTECT EXISTING UTILITY SURFACE F-- FACILITIES TO REMAIN SUCH AS VAULTS, LLI VALVE BOXES, METERS, POLES, ETC. DURING Z W I— CONSTRUCTION UNLESS NOTED OTHERWISE. I— cn GENERAL ABBREVIATIONS 4. EXISTING UNDERGROUND UTILITIES AND N Q M DRAWING INDEX IMPROVEMENTS ARE SHOWN IN THEIR Q W OVERALL TIGARD MAP „ not to scab AC ASPHALT CONCRETE APPROXIMATE LOCATIONS BASED UPON Z r y . APPROX APPROXIMATE RECORD INFORMATION AVAILABLE TO THE 0 N 1t LANDSCAPE AVE AVENUE OWNER'S REPRESENTATIVE AT THE TIME OF 4111�� L100 COVER SHEET B&B BALLED & BURLAP PREPARATION OF THESE PLANS. LOCATIONS 2 L101 LAYOUT, PLANTING, IRRIGATION, LIGHTING- WALNUT ST. AND SW BARROWS RD. BC BEGIN CURB MAY NOT HAVE BEEN VERIFIED IN THE FIELD 0 iror.41111111111W � © L102 LAYOUT, PLANTING, IRRIGATION, LIGHTING- HIGHWAY 99, SOUTH OF DURHAM RD. CAL CALIPER AND NO GUARANTEE IS MADE AS TO THE >- w n � L103 DETAILS- PLANTING AND IRRIGATION CLR CLEAR ACCURACY OR COMPLETENESS OF THE Q L104 DETAILS- WALNUT ST. AND SW BARROWS RD. CONT CONTAINER INFORMATION SHOWN. THE EXACT LOCATION F— < W CONCRETE p � CONC L105 DETAILS- HIGHWAY 99, SOUTH OF DURHAM RD. CP CENTER POINT AND ELEVATION OF UTILITIES SHALL BE Z C� 0 O DETERMINED BY THE CONTRACTOR. � L106 DETAILS CW CORNER OF WALL W > Z TIGARD DIAM DIAMETER ASCERTAIN WHETHER ADDITIONAL FACILITIES > 2 THAN SHOWN ON THE PLANS MAY BE N Q 1— '' DIR DIRECTION PRESENT. Q HIGHWAY 99. SOUTH / DWGS DRAWINGS CZ Z 0 OF sw DURHAM III : ::r E t EACH 5. CONTACT THE OREGON UTILITY NOTIFICATION .( c/) EL ELEVATION Q ELL ELBOW CENTER AT (800) 332 -2344 AT LEAST TWO (2) WORKING DAYS IN ADVANCE OF t / O ,11..1..—...16s1 EC END CURB CONSTRUCTION TO ASSURE THAT ALL N EP EDGE OF PAVEMENT EXISTING UTILITIES HAVE BEEN INDICATED. 1— N E EXSTING VERIFY AND CLEARLY MARK UTILITY LL Q ED GAL GALLON LOCATIONS PRIOR TO COMMENCING WORK. 0 z VICINITY MAPS GPM GALLONS PER MINUTE COSTS INCURRED AS A RESULT OF J 2 of to scab HP HIGH POIN CONTRACTOR'S FAILURE TO VERIFY LOCATIONS > < CD ffilf LF LINEAR FEET OF EXISTING UTILITIES PRIOR TO BEGINNING MAX MAXIMUM OF CONSTRUCTION SHALL BE BORNE BY THE `l = S f m MIN MINIMUM CONTRACTOR. SAL B L VD. ; ve•• Q �r NIC NOT IN CONTRACT o R t NO NUMBER 6. PROTECT EXISTING WATER, SEWAGE, D ,c 4" oco Rs. a "`� y I NTS NOT TO SCALE TELEPH MAINLINES AND THAT 50 %CONSTRUCTION DOCUMENTS 4 4 < Q OC ON CENTER � ,� 5' ' PA PLANTING AREA ARE TO REMAIN IN PLA FROM DAMAGE. 5 PC POINT OF CURVATURE COVER SHEET o DURH R". a 7. IF UTILITIES ARE ENCOUNTERED, NOT o I • PCC POINT OF COMPOUND CURVATURE INDICATED PREVIOUSLY, PROTECT THE SAME o� 4 PI POINT OF INTERSECTION Q ( PAVE PAVEMENT FROM DAMAGE AND IMMEDIATELY NOTIFY THE ° a OWNER'S REPRESENTATIVE AND THE AFFECTED P OB POINT OF BEGINNING 4 ' v 11111 CRY �crtr - POC POINT OF CONNECTIO UTILITY PROVIDER. DO NOT PROCEED UNTIL REVISIONS GOLF 7 FURTHER INSTRUCTIONS ARE RECEIVED. et' n COURSE .. ROYAL VILLA DR. I L PR POINT OF REVERSE CURVATURE PSI POUNDS PER SQUARE INCH - ' PT POINT OF TANGENCY .� ; DR 'N'N f A ,— QCV QUICK COUPLER VALVE Y TIGAR • c , •, ^ R RADIUS ■ ct, e- H q <N U T ' �� RP RADHUS NTY v [ ` x SCALE LJ S y:.,., i a:IA iiJprL or DRAWN BY ADS �� E tSL SLEEVE WOgs a described in: l AVALON SIM SIMILAR DATE 03.08. AVALON PARK J 164114111 I SPECS SPECIFICATIONS , t....,00 "7- 000 ,_, PROJECT No. 0e25 SACES , ST STREET -' to: FOIIOw s C= SHEET TYPICAL W/ WITH //Attar i 1 L 100 W/ K cLc4 , SW WALNUT ST. AND SW BARROWS RD. SITE HIGHWAY 99 SOUTH OF DURHAM ROAD SITE f fP '?—_ ___ LAO 6...i f' ��, O- Ke-°- 1." _ _— D `= ". (n7 L T • 0 • ] ST�F J - FT ° 3> • \ rte - CONNECT TO EXISTING WATER �, 7 PF� \ / :. r SOURCE (TO BE DETERMINED) . QYCL rn ° pb, \ ''� ADJUST EXISTING IRRIGATION ./ / / SYSTEM TO PROVIDE FULL \ V `' EXISTING ucNr COVERAGE FOR ALL LAWN \ O AREAS t 1 / / DOTING \ / ( O TO REAM o ,, _ _ ■ J \ / 1 / f � ` r EXISTING / nG TREE. / --- TO REMMN / \ \ \ / \ /BUIWING / NOTE: EXACT MONUMENT SIGN LOCATION SHALL BE DETERMINED BY OWNER ON SITE Z LLB LAYOUT PLAN o: s n c IRRIGATION PLAN , n �o W SCALE: 1' =20' SCALE: 1' =10' D v) Z O Ce CZ \ \ F-- m Z 3 (20)FEGL T S T ST \\ (4)HE St � S w 0 I (5)HEST Q / ] /p� FT \ (3)THOC T 0 (3)HEST • I ry t-. (3)IR EXISTING TREE TO REMAIN LIGHTING TO BE 11 irla09 \ DETERMINED • l c f- a. � � \ (9)THOC \ 'a'a - 7: '.rl fa a• (5)IRSI \ ii> / \ I_— J /47•� 10 1r-lo l a �X� I \ f o (5)RHCU w rrte`wno..� (4)HES I v �~� �Y� 3)VITI \ \ ! t�� *� \� 50% CONSTRUCTION DOCUMENTS • �i e 6)NADO (3)THG ORS! \ LAYOUT, PLANTING � " 1)cAAc IRRIGATION, LIGHTING EXISTING TREE TO 0 / \ / \ REVISIONS o \ REMAIN \ \ I \ \ 1 \ \ SCALE _ \ DRAWN BY ADS PLANTING PLAN , , LIGHTING PLAN 5 r DATE 03 625 PROJECT NO. 0625 SCALE: 1 SCALE 1-a10' SHEET N ED LIOI • HWY 99 (SW. P ACIFIC HWY.) r 0 CONNECT TO EXISTING WATER SOURCE (TO BE DETERMINED) c a a c v 10 _c n I ' `i O c k ----- HW 9g (SW. PACIFIC HWY.) l Y - i 12 — — / \ r -- i \ - 000T s !STING TREE. TO - R.O.W. = 1 0 ' L4 V1114/ BE REMOVED ill .-- \ ----- ,i, ' �� J . t S � ' D05TING TREE, A / , L„ISTING _F 'gar h. _ 22. 212 � � 1REE. TD '4""N j ADJUST EXISTING I • : = • • HIV' 0 #....' °I ^� •'OVIDE FULL REMPJN� �v „I,� COVERAGE FOR ALL LAWN AREAS t y ,1� EXISTING TREES, vl�� !` TO REIMIN O ,,,,,, St . vfrs,„, , LIJ V) NOTE EXACT MONUMENT SIGN LOCATION SHALL BE DETERMINED BY OWNER ON SITE Z Q LLI fy LAYOUT PLAN 5 ,o b IRRIGATION PLAN SCALE: 1' ■20 SCALE 1' -10' D Q O EY : D >- EY u HWY 99 (SW. PA CIFIC HWY.) HWY 99 (SW. PACIFIC HWY.) w V "' = (8)THOC (11) o D (3)HEST (11)FEGL W 0 (3)IRSI (6)NADO Q (31)FEGL (2)HEST (n (3)HEST 0. ;:i;; (6)IRSI ~ QN , uu.lilac!lala a*C1! (3)VITI 0 h � 1rila a (3)RHCU . . n ,, iiiV-•. is�a;� OI�,� � ^ Y � — .1 ‘ LIGHTING TO BE y `� (9)NAD• . *: , �_ l$, DETERMINE 4 _ 0 (3)IRSI All- C , 0 14 50% CONSTRUCTION DOCUMENTS Npripir 1 i (9)THOC � / (5)V ITI �'� N\, �'� LAYOUT, PLANTING . , a. IRRIGATION, LIGHTING \ -\..- REVRIONS ps.,„ v,,,4 .. O O © 272 o w o vV .�, A ,,,, v,,,, "� � „ vs 2 z.. � �� SCALE �� 0AIE BY ADS PLANTING PLAN , , m LIGHTING PLAN o DAZE 03.08.07 PROJECT NO 0625 SCALE: 1' -10' SCALE: 1' -10' SHEET es). L 102 • PLANTING NOTES ABBREVIATIONS IRRIGATION LEGEND IRRIGATION NOTES 1. THIS PLAN IS BASED ON AERIAL PHOTOS AND TAX LOT B &B BALLED AND BURLAPPED 1. THIS PLAN IS BASED ON AERIAL PHOTOS AND TAXLOT INFORMATION AND IS NOT BASED ON A CURRENT SURVEY. GAL GALLON SPRAY HEADS INFORMATION AND IS NOT BASED ON A CURRENT NOTIFY OWNER'S REPRESENTATIVE OF ANY DISCREPANCIES HT HEIGHT SURVEY. NOTIFY ARCHITECT OF ANY DISCREPANCIES IDENTIFIED ON SITE RELATED TO PLAN INFORMATION PRIOR TO CONT CONTAINER Symbol Description Nozzle GPM PSI Radius IDENTIFIED ON SITE RELATED TO PLAN INFORMATION O.C. ON CENTER PRIOR TO INSTALLATION. INSTALLATION. MIN MINIMUM RAINBIRD 1812- SAM -PRS 8Q .26 30 g' 2. INSTALL IRRIGATION SYSTEM IN ACCORDANCE WITH ALL o 2. LOCATE EXISTING UTILITIES PRIOR TO COMMENCING WORK. IN ALL TYp, TYPICAL LOCAL CODES AND ORDINANCES. OPERATIONS, CONTRACTOR IS TO EXERCISE CARE TO PROTECT SP SPACE g RAINBIRD 1812- SAM -PRS BH .52 30 8' 3. IRRIGATION PLANS ARE DIAGRAMMATIC. ALL IRRIGATION EXISTING UNDERGROUND UTILITIES AND AVOID DISTURBING OR EQ EQUAL HEADS SHALL BE PLACED IN PLANTED AREAS AND ° DAMAGING THEM. ANY DAMAGE RESULTING FROM THIS WORK MUST SIM. SIMILAR • RAINBIRD 1812- SAM -PRS 100 .39 30 10' VALVES PLACED IN SHRUB AREAS WHENEVER BE RESTORED AT THE CONTRACTOR'S EXPENSE AND TO THE CLR. CLEARANCE Vim. RAINBIRD 1812- SAM -PRS 10H .79 30 10' POSSIBLE. FIELD ADJUST LINES TO AVOID CONFLICT o SATISFACTION OF THE OWNER. NTS. NOT TO SCALE WITH UTILITIES. c 3. ALL PLANTING AREAS TO BE IRRIGATED BY UNDERGROUND • RAINBIRD 1812 - SAM -PRS 12Q .65 30 12' 4. COORDINATE IRRIGATION POINTS OF CONNECTION AND a' m IRRIGATION SYSTEM n• 4 nn PLANT CROWN t" ABOVE a RAINBIRD 1812- SAM -PRS 12H 1.30 30 12' LOCATION OF REMOTE CONTROL VALVE ASSEMBLIES c = t • \1 ` \ \1 A FINISH GRADE AND SLEEVES. COORDINATE ALL WORK WITH OTHER `� \1� TRADES INVOLVED. 4. ALL LANDSCAPE AREAS TO RECEIVE IMPORTED TOPSOIL, SEE 1 /A 0 RAINBIRD 1812 - SAM -PRS 12F 2.6 30 12' 0 SPECIFICATIONS. �LJ, 11iM 5. ALL VALVES WILL BE PLACED IN VALVE BOXES IN A :`�\` W /�� 2-1/2" LAYER OF BARK RAINBIRD 1812- SAM -PRS 15Q .92 30 15' MANNER THAT FACILITATES ACCESS FOR MAINTENANCE. m 2 `,\'� MULCH. TAPER TO PLANT SIZE BOXES TO ACCOMMODATE COMPLETE VALVE 5. CLEAR PLANT BEDS OF ALL GRAVEL AND DEBRIS PRIOR TO SOIL 4 . � 4 , CROWN, SEE SPECIFICATIONS $ RAINBIRD 1812 - SAM -PRS 15H 1.85 30 15' / .1 ASSEMBLY. MAINTAIN MIN. 12" BETWEEN VALVE BOXES PREPARATION AND PLANTING. / I - -',� v ����j / �� �i� ® RAINBIRD 1812 - SAM -PRS 15F 3.70 30 15' AND PAVEMENT. V j z \ 6. PLANT COUNTS FOR TREES AND SHRUBS ARE SUPPLIED FOR THE AMENDED TOPSOIL y r � VV SEE SPECIFICATIONS VAN NOZZLE - SIZE AS RADIUS SHOWN 6. ALL COMPONENTS OF IRRIGATION SYSTEM SHALL BE CONTRACTOR'S CONVENIENCE. CONTRACTOR RESPONSIBLE FOR / INSTALLED AND ADJUSTED TO PROVIDE ADEQUATE INSTALLING ALL PLANTS IN LOCATIONS AND QUANTITIES SHOWN. COVERAGE AND MINIMIZE OVERSPRAY ONTO BUILDINGS 111M1111111111111M111111111111n . .,,, �u unIDDRRUID:EI111 M IM11 AND PAVING, CONTRACTOR IS RESPONSIBLE FOR 7. PLANT SPACING SHALL TAKE PRECEDENCE OVER VALVE BOX �' PROVIDING A COMPLETE WORKING SYSTEM. LOCATIONS. INSTALLED VALVE BOXES THAT CONFLICT WITH 6 / \ / / \/ / \ _ BACKFILL MIX // , / \� SEE SPECIFICATIONS EQUIPMENT 7 IRRIGATION LATERALS ARE SIZED STARTING AT VALVE ACCEPTED PLANT LAYOUT SHALL BE MOVED TO POSITION BETWEEN / / \/ \ \ / \ \ AND CONTINUING IN DIRECTION OF FLOW. REDUCTIONS PLANTS. m i \\ \\ \ SCARIFY SIDES AND BOTTOM IN PIPE SIZE ARE LABELED BEGINNING DOWNSTREAM / / OF PLANTING PIT, TYP. EXCEPT Symbol Descri 8. ALL PLANT MATERIAL TO BE APPROVED BY OWNER'S , OF NEAREST FITTING. ALL LATERALS SHALL BE 3/4" 'Rail I I 1 - I 1 I IN INFILTRATION PLANTER u SPECIFICATIONS FOROPROCEDURELLATION. REFER TO o -11 I I I 1 \ \ \ j \ \ j \\ I 1 =I I O RAINBIRD CONTROLLER - TYPE TO BE DETERMINED MINIMUM OR AS NOTED ON PLAN. = III - III // / // - DED TOPSOIL, RAINBIRD PEB -PRS -D R.C.V. SEE PLAN FOR SIZE 8. PROVIDE 12" POP -UP SPRINKLER HEADS. ALL 9. ALL PLANT MATERIAL SHALL BE NURSERY GROWN. - III - TI - - II - - III FOOT-TAMPED . II' F00T- TAMPED TO PREVENT S SPRINKLERS SHALL HAVE INTEGRAL CHECK VALVE 10. ALL VEGETATION SHALL BE WELL ROOTED AND BRANCHED. 111=1 I I 1 11 111 111 1 I I II I I r." I I 1 1 111 I IIIII I I SETTING GATE VALVE, NIBCO T -113, LINE SIZE SEALS. LLJ 2 X DIAMETER UNDISTURBED SOIL ® QUICK COUPLING VALVE, RAINBIRD 33 -DLRC 9. CONTRACTOR TO MARK LAYOUT OF TRENCHES AND W OF ROOT BALL 1E KING BROTHERS IND. KSC SERIES SWING CHECK VALVE - LINE SIZE VALVE LOCATIONS FOR PREVIEW BY OWNER IN FIELD SHRUB PLANTING DETAIL, N.T.S. PRIOR TO CONSTRUCTION. Z ( . Q 1 NEW LATERAL LINE, CLASS 200 PVC. SIZE 3/4 UNLESS NOTED GALLONS PER MINUTE W PLANT LIST NEW SCHEDULE 40 PVC MAINLINE, 2" SIZE UNLESS OTHERWISE NOTED 43.67 fY Symbol Abbr. Botanical Name Common Nome Spacing Size Condition _ - - - Z Q SCHEDULE 40 PVC SLEEVE - SIZE AS NOTED 22 1 .5" VALVE SIZE 0 TREES - E - E - 1-1/2" PVC ELECTRICAL CONDUIT WITH SWEEP ELLS 0 = THGG Thujo 'Green Giant' Green Giant os shown 7 -8' B&B Western Arborvitae ZONE NUMBER rz SHRUBS >_ 1W 0 ® NADO Nandina domestics 'Gulf Stream' Gulf Stream Nandina 24" O.C. 1 GAL CONT HEAD FLUSH r RN KUM IN W < SHRUB AREAS Z 0 AR MAP GRADE SPECIFIED nRIOATION NF ) 1 O RHCU Rhododendron x 'Cunningham's White' Cunningham's White 3' O.C. 5 GAL CONT o vWK .,, SET HEAD FITS, 111TH MASH S 9 PACE AMR SERUM. W Rhododendron ■ eox w �+ DRME QIAex- AUNIN: VALVE c./) 0 411n4111u1I1111 " "-11 °11: =11' D 0 THOC Thuja Occidentalis ' Danica' Danica Arborvitoe 24" O.C. 2 GAL CONT 1 -1I:= -Trar- 3 , 4 • ER ROCK 11 11 =11 7-11 -11 BAT . _ I! Er =R -n' BR - n - u =1 1= n 11= =�lr =n= n =1r = ir I = Q z 11F O OR mwae,E man :11=11 11=11-71 ` - I. II =P::: - :. If'":R*11 *1 II 11 =11e7.: ;:i _ tli s r aARe rRSETrt x ,/ 0 n f . - n 1 I r_n m-4 a ago: 0 Q O VRI Viburnum tinus 'Spring Bouquet' Spring Bouquet 4' O.C. 5 GAL CONT �, aril-II-m-4 m X1 71- 11`i ?i1= 11 -Ilq rt'RrAaEu P 9 9 P 9 Q 11= N If= 11 =11 =1 t�Rtm As m. 11.= :11 = 11 =J r 11 =1I. ,/, , m . Larustinus I 1 ` I �� II �D =D 11: 1 1171. -A_ 11. -11. - n r CN � .�. �1 i� II- .n__.II__ 11= II =11� CT - 11' - 11' - 11-11 - 11 = 11' -1 = wP ,uxa,E I1� -! x11.= u:= 1t.= 11. =11 3447; w° ELBOW K V) AND GRASSES 10 .11=0#I11=1!:=11=11 11.II =11 - .= - = 11 =11= Ii= 11. =.1 WC """° PEE :�`� (MEWL ME >- CAAC Colomagrostis x ocutifloro Karl Foerster's as shown 2 GAL CONT � / Sul .o PrC STREET r „v„a, ST. CUM 0 = Q 'Karl Foerster' Feather Reed Gross I `�J'L�j 1 I AM ( SCH 40 STR ELLS NDTE RC FITTED WIN 1. USE TEFLON TAPE ON MI. THREADED ooDnELTENa ,. PIMA® I€*D 1D eOTT01, RAPT p1LV. 1- Z D FELL Festuco glauca ' Elijah's Blue' Elijah's Blue Fescue 16" O.C. 1 GAL CONT , T , D I 111H t CAVAN= AL4 U Q = © HEST Hemerocallis 'Stella De Oro' Stella de Oro Daylilly 16" O.C. 1 GAL CONT '"E NO SIRE `"°`a'°"' QUICK COUPLER, N.T.S. SPRAY HEAD, N.T.S. ( ' � 2' OH LOMA= Pee TREE STARE _ OT Du1Sx( CP RO Rru D IRSI Iris siberico 'Ilini Charm' Illini Chorm 12 O.C. 1 GAL CONT g , �,, E. _ Siberion Iris r ,. i• RR,cE SCEs 0 VALVE, uNE s 50% CONSTRUCTION DOCUMENTS NAIED 10 STM VALVE DOH rn 41/10CANG CONDI SR FLUSH SATING. EtN6N OWN gil AND >wR.o AFTER SEFII,� DETAILS- PLANTING Turf Seed Mix 3 • LATER Of R W11i, REMOTE caNTR S LL 9 VALVE ECU RRDI R NISH a AND IRRIGATION Se Specifications I r rARN mAE aTU m5R SEE PLAN FOR saE ^� . . •• - Op0urID c oR DRABS. MEN CRAW _ PwCRn FIARS .11. - =ii =1i `R'6" FADE Trap % DEA s 11 =11 11 =1L -1 cuss no we LATERAL uc II � r -n IF RARE E oursoE of ROD T 71 E• we Acnss SLfl C k j \ - � - aRRT SEES AIO CCTT iIr MN IMO TN REVISIONS . I a s Pwa PR (CC T w i T R ._ -P.- 1 = `II:' s/ Wi !T Raw Rocx _ PstmAna RIMIER) ERI I . ii. : , .. _ i LAC ERETA mac . ' : 9YJ(E�,m - .:' : .. :,, MCI Mi. CONCRETE NCR 3 REREWIRED NEa 1 1;11- I Ih O ITk SsL�E LACER a 0310101 0310101 0310101 a DDx 4 II 'll 1 1 =Il T"ND' 0000 �• 001. °E°" 11 =11? Fn GAR � _ �Y llR �, 1 . . rWra. avxru woo r ' PVC A we AIRMEN m'PJ -11. =. • {�II � II �I IMII - I I 1 1 - 1 , =11 sw. 40 we MHOS =11 =11 ..E EJ IP I 11* Awe ADAPTERS BOTH r M. • ?2 I II: 1111 D N T c .4'ir.1 O NOTES: sn,. w we N0D0D • 11 : 11p I RpT 1p ,. UPC PPE AND mows UPSTREAM or VALVE 1 10 0 T nlTE1 EMPoC 10 RE SAME SEE AS NAMUN200 AS DOWNED ON PLAN. SCALE . , 2 USE TEFLON TAPE ON All DREADED CCM4CTW3. DRAWN BY ADS DATE 03.08.07 MHOIE CONTROL VALVE • PROJECT NO. 0625 TREE PLANTING DETAIL. N.T.S. REMOTE CONTROL VALVE. N.T.S. GATE VALVE. N.T.S. SHEET L 103 -+I' -- 2.-9" _k- 'I Y 2 " INE -*- 2 " LI, iv,- ), -i :1111 la � � W elcome to Tigard g i_ ire A Place to Call f-3ome 1' - _ - ��' -- a r ■...... =1 . ■ MI ....411...7...mmiiiii7m_lenri. L ' - �i,l ��•.,., g" , I` =- 2' -5 4'-- — _, 2 —11 , 11' -0- L 14 -� 1' I c .c n • rJ L_ r - - -'I L -- -r ,_ _ L_, 1 o s L 1 1 - J c m L J L J - N 1 ELEVATION 2 ELEVATION 3 ELEVATION 4 ELEVATION Scale: 1/2' -1' -0" Scale: 1 /r -1' —o- Scale: 1/2• -1'_0 • Seale: 1 /r -1 -0 -r`- 2' -9" } PRECAST CONCRETE CAP, to MORTARED IN PLACE } � �•� 1/4" STAINLESS STEEL DOWEL EPDXY IN PLACE 2' -0" O.C. 1 1 GI W4WWI` 10"x8 "x1/4" 1 I C ITY OF TIGARD LOGO N N ° to ° � SEE SPECIFICATIONS STONE FACING, MORTARED IN •©' WOOD SIGN 1 • " J J ` a I ° • PLACE, SEE SPECS ��� 1" STAINLESS STEEL DOWEL 'RECAST CONCRETE CAP, I v �n C.I.P CONCRETE WALL ,' #4 REBAR, 12 O.C. EACH WAY MORTARED IN PLACEn I� w 1/4" STAINLESS STEEL DOWEL ° • ° I Z A I 8 �� EPDXY IN PLACE, 2' -0" O.C. {f-1 3" 6" LLI ( n L102 0 STONE FACING, MORTARED IN ° " , ° 1 1 CM BB g C.i..PECONCRETECWALLTIONS ° FINISH GRADE, VARIES z CZ \ \ � \ / / III. \ \ \ � \ � \FINISH GRADE. VARIES o \ / \ j /\ \ 4 \ . / j \ / \ / j / \ j - � = , ` #4 REBAR, 12 O.C. EACH WAY - \ 1 , I 1, 11 1 ° ° : gWp - - 11 r %j 0 i '-� ; II I , 11 .r = -I� > fY ' 1 II _KEYED CONCRETE FOOTING o \! I r CONCRETE FOOTING WITH 5 PLAN I , I O ' \ uE II 4 BAR, 12 O.C. EACH WAY Ce Scale: 1/2' =1' - , Y / = C O M PACTED AGGREGATE BASE \ \r, �I e � 1 f . I 1 A r / = �} Z CO 11 ey a } e eze °11 f 0 / e 1, e 1 / e = / / 1 1 e COMPACTED AGGREGATE BASE „ 14 hlrl I_I I I I = \\ %I.I I_I I _,� I I_I I , 4.�^ • : f) LLI �/ COMPACTED SUBGRADE 0 1 1 =1 _ii II 9 II 1 I II ° - R1t OMPACTED SUBG �/ / / /\ / % / %\ / %� /% \ / \ v/v/ / v/ / /v /v/ / /.� / /.• Q Z PRECAST CONCRETE CAP,�'i' � - 3' -3 °,�- < Q MORTARED IN PLACE ;. 6 SECTION 7 SECTION < ° • v. . ° ' Scale: 3/4• -1' -0" Scale: 3/4' -1 -0" 0 I- I ~ F— I ° 10' -0" , 0Z ` 1 I 1 ° < STONE FACING, MORTARED IN o s sPEwll ara < PLACE, SEE SPECS 7 . 1..79° 0 , Sj C.I.P CONCRETE WALLS 1 , ° • - -------------- ,� , STAINLESS STEEL DOWEL U PRECAST CONCRETE CAP, #4 REBAR, 12" O.C. EACH WAY a a n MORTARED IN PUCE _ _ d 50% CONSTRUCTION DOCUMENTS n • • I r : ° a , r DETAILS i ° STONE FACING, MORTARED IN PLACE • •n ° �` 11 -0" < ° • ° I SEE SPECIFICATIONS • • .� r • FINISH GRADE, VARIES • • \ \ -, . \ \ .�. \� \. v v \ \ \ REVISIONS \ \ \ \ \ \ y - -- " . . ° • . ;',�I _+ r ' KEYED CONCRETE FOOTING II (' 1! of l i /Y hl ° ` , ; ° • ° ° , °. 4 " ° . : I I ONCRETE FOOTING WITH lel Il e � BAR. 14" O.C. EACH WAY I ` 1 / 1a1-1s1a1`e 1 1°I,1 1 1`I 1 1 1�1 1 7'e 7 r 1a1 1"ei-1, 1 1�1 1 1 1°ea1 > 1 1 1i1 / e 1 1 / 1 - SCALE VARIES == � 'L44 Y.l4 .o 1 t larvr, , ..A� J¢ ."F .. rz :, e.Y,o • } = t�F .e.- F sir b Y�0, 1 i4etla e6ter• !t _ �L44,a •r, 1 e,o vTk :s - DRAWN BY ADS ° H II `. 1 � 1 %: / 1 e > e e 111 1 1, ezf I e e / I I / 1 1z-/ l 1 " � 1� � 1 r dwo1ureg1 Vero 1g1°I I - OMPACTED AGGREGATE BASE m� - _ - i j_si idejael ikekl g�`? % %i}%o=%/_ }414_ 1S �}�i011 4 4. 7 114 11 1 14 14TH. - DATE 03.08.07 COMPACTED SUBGRADE PROJECT NO 0625 8 SECTION DETAILS Score: 3/4 " -1' -0' L 104 �,_ 2 -9 _.4,_ '4`— Y-3" 1 M, 2• �� 2. W :1 10 ' -0 • ) II ral _� ■1._ ..., - . „., . , - � '� mil■ We to T igar d i� __ Mke NMI • 7" ■� ...- a, A Place to Call 1 -loTnc 1 zw¢o �_�_ -- 1 o L 14' -7• '-�f C • 1s9 J 2 -s z -11 11 -o - 1 r - L - --� n ,---1 L_, r - - - J L - - - , - - -J L_ 1 0 1 01 1 I 1 1 L 1 C 1 ELEVATION 2 ELEVATION 3 ELEVATION 4 ELEVATION Scale: 1/2 -0 Scale: 1/2 -1' -0• Scale: 1/2 -0 Scale: 1/2 -1 i a- r PRECAST CONCRETE CAP; up MORTARED IN PLACE I}I • 1 aa_ r-----r 1/4" STAINLESS STEEL DOWEL — ' EPDXY IN PLACE 2' -0" O.C. 1 10 "x8 "x1/4" 1 0 --- WOOD SIGN 1 CITY OF TIGARD LOGO 0 to SEE SPECIFICATIONS STONE FACING, MORTARED IN J -' • I 1 PLACE, SEE SPECS An. la, 1 STAINLESS STEEL DOWEL v ° 1 LL • in :I I C.I.P CONCRETE WALL H RECAST CONCRETE CAP, • #4 REBAR, 12" O.C. EACH WAY V) 1/4" MORTARED IN PLACE ° I I PI 1 L106 5 + ° - I EPDXY IN PLACE, 2 -0 " CEL }• 3 6q �J J 51 5 . s r- STONE FACING, MORTARED IN , ° 1 ® ® , n PLACE. SEE SPECIFICATIONS I /FINISH GRADE, VARIES n 1 C.I.P. CONCRETE WALL 1 / z Q �i / \ //\ 211.\\://‘\-\'/,\\, ; / / \ / / \ N/ /� • \, • iii \ \ >i \` >i` _ �� \ / \ / \ ,, GRADE, VARIES o \ \ / \ t \, \ \ \ \ \ \\ / � � �' „i r// • // / 5 r.� : • ° <r /r /Lr, fir, / / /� �CdST — �Ti -i #4 REBAR, 12” O.C. EACH WAY * ,l -,,-m IIHI ° , r i tII �( \jj ( I 11 =I 11 ._� ;/� •.r 1 =�`� > Q - 1 u KEYED CONCRETE FOOTING ° \�� w. CONCRETE FOOTING WITH 5 PLAN - ' - II ; / °! li -/' 4 BAR, 12" O.C. EACH WAY Ce LL- Scale: 1/2• =1' -0• L 4 } ' I� COMPACTED AGGREGATE BASE �`� �• y f - � �' r•� Z �, 1 1 1 " 1 1 1 , 1 1 o r l 1 1 1. 1 1/ 1 1 1 1.1 1 1 COMPACTED AGGREGATE BASE r �r 1 } . 1 ..r _ 1 . - 2• r }t }r F —iii_% } • i 3' i _i_ P M I • i } i 1 Zi$ %'� LJJ = 1 = 1 _i_� 1 1 T A T n n a o F COMPACTED SUBGRADE Q D T � 3 -9 III OMPACTED SUBGRADE y/>\// / / % / / %% / %/% �/( / //. //. //\ // //. //. /i. / /. //. X < 0 PRECAST CONCRETE CAP,-- 3' -3 " — MORTARED IN PLACE s- a ° 6 SECTION 7 SECTION v) ° Seale: 3/4 -0 Scale: 3/4 -1' -0 1 • • 1 I- I. °. • I 1 1 o• -o" 0 < I 0 Q I. I ° °1 I WOOD soli STONE FACING, MORTARED IN 1 w S O os A710N5 PLACE, SEE SPECS T Y 1 - "6 ` J 1 ° C.LP CONCRETE WALL 1• STAINLESS STEEL DOWEL # REBAR, 12" O.C. EACH WAY I ° a ' I -- — PRECAST CONCRETE CAP, Y MORTARED IN PLACE 1 I a A, 50% CONSTRUCTION DOCUMENTS • ' ° •• ' • 0 .0 ° ° A '. 'P 'N STONE FACING, MORTARED IN PLACE DETAILS I SEE SPECIFICATIONS I a • < • , ° n FINISH GRADE, VARIES O \ \ / / / / / \ /\ / \ / / \ \ ., . ° ° . .. ° C� j� \ / / \ � REVISIONS //I - II • • ° , , • * KEYED CONCRETE FOOTING - `o i % tit =R ° • ` :11- I I • I 11 —IRI • ° � T =ITI CONCRETE FOOTING WITH • •. 11 1l1 = 1 . ° • ° . , • • °• ° , . 1 n n ° 11 11 1 11 1 #4 BAR, 14 O.C. EACH WAY I 111 '' t 1 Iy`I' - afe titi I I'/''� I / / / 1 �i7 / /'1i /i"ti/i"1� Iir I , '� i I X11 �• Y�t }L •Y - • •Y - -• • •t• -•Y • Y�•L• • •. -• •i• •�• �•Y • ti• • v L• -• • •- •L- •- • Y- --• -•t • -• • •YwY� • • � ^ - • o r .I 0 1 � 1.111,/ 1.% ° 1,4 061111 ° 1�1ati41:MAIW/ 1 ile44. 40 } 11400,44 1 "4041/ I _ - OMPACTED AGGREGATE BASE DRAWN BY ADS 1� SCALE VARIES 1 141g4∎4222..44114 1 fal }I?I_ } tA I_iltUi k444 :I I_._�I?I_/_/ I_ 5 '; ?1? '/_�/y626144/1;}1?7-I2'I22424 41III I_' DATE 03.08.07 COMPACTED SUBGRADE PROJECT NO 0625 8 SECTION DETAILS Scale: 3/4 -O I 1 05 Kristie Peerman - Entry Monument at Walnut St. and Barrows Rd. Page 1 From: Greg Berry To: Dick Bewersdorff; Gus Duenas; Kristie Peerman Date: 3/21/2007 2:08:08 PM Subject: Entry Monument at Walnut St. and Barrows Rd. Project: Proposed Entry Monument at Walnut St. and Barrows Rd. As requested, I have reviewed this work for the need of a permit to work within a right of way. As to right of ways, Chapter 15.16 only applies to "unimproved public right of way ". This term is ambiguous, but this ambiguity need not be resolved here since this chapter also states that where the adjacent right of way is fully improved, an encroachment may be permitted between the property line and one foot from the back of the sidewalk (15.16.050 1. f.). However, it appears that this Chapter is not intended to apply to City work. For instance, 15.16.060 requires that the permit be recorded against the benefitting property. Encroachments must also comply with Chapter 15.04 (15.16.010 1. a.). Permits are not issued to the City under this Chapter. Since the proposed work is by the City, it appears that neither chapter requires a permit. However, since the proposed work is in a fully improved portion of Walnut St., there should be compliance with the requirement for one foot of clearance from the back of the sidewalk. The submitted drawings shows that the footing of the monument is three feet below ground. This is sufficiently deep to conflict with utilities which are likely to be in the area. I recommend that utilities be promptly located.