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PFI2018-00009 CITY OF TIGARD PUBLIC FACILITIES IMPROVEMENT PERMIT COMMUNITY DEVELOPMENT Permit#: PF12018-00009 13125 SW Hall Blvd.,Tigard OR 97223 503.718.2421 Date Issued: 03/01/2018 Parcel: SEG880 Jurisdiction: Tigard Site address: Subdivision: Lot: Project: Commercial Street Sidewalk Project Description: Commercial Sidewalk project. New sidewalk along Commercial Street between 95th Ave and Lincoln Ave. Owner: FEES Description Date Amount Erosion Control Fee 02/22/2018 $236.40 PHONE: Contractor: GT EXCAVATING LLC 10333 WISEACRE LANE AURORA, OR 97002 PHONE: 503-310-5442 FAX: Applicant: ANDREW NEWBURY 13125 SW HALL BLVD TIGARD, OR 97223 PHONE: 503-718-7472 Total $236.40 Please sign below to indicate acceptance of conditions and return a copy with the proposed work schedule along with names and contact information of responsible parties before beginning work. Permittee/Applicant Signature: Issued By: Special Conditions(See Attached) Note:THIS PERMIT DOES NOT COVER WORK ON PRIVATE PROPERTY Conditions for PF12018-00009 Type: Condition Name: Status: Severity: PFI—Sidewalk/1 01 -WORK SITE REQUIREMENTS Applied Notice Applicant must comply with all applicable provisions of federal and state law,the Tigard Municipal Code, and the terms of any agreement with the City of Tigard regarding work to be done pursuant to this permit. PFI_Sidewalk/[ 02-WORK SITE AREA Applied Notice The work area and approach roads shall be maintained in a clean condition,free from obstructions and hazards. The spreading of mud or debris or storage of materials or equipment of any kind upon any public roadway is strictly prohibited and violation shall be cause for immediate cancellation of the permit. The City may at any time order immediate clean-up and suspension of work to accomplish clean-up. PFI—Sidewalk/1 03-WORK SITE EROSION CONTROL Applied Notice Prior to starting work, effective and approved erosion control devices must be installed and maintained meeting the Clean Water Services and DEQ requirements. The City may at any time order corrective action and suspension of work to accomplish effective erosion control. PFI—Sidewalk/1 04-WORK SITE REPAIRS Applied Notice Disturbed landscaped areas shall be restored or replaced. Existing signs, pavement markings, mailboxes, etc. shall be reinstalled or replaced,with like kind of material. Obtain City approval of restoration work. PFI—Sidewalk/1 05-PRECONSTRUCTION MEETING Applied Notice Before initiating any construction activity,the applicant shall coordinate with the City's inspector, <Insert Name>at<Insert Phone#>,to establish a preconstruction meeting. PFI_Sidewalk/[ 06-NOTICE TO COMMENCE WORK Applied Notice The applicant shall notify the City's Inspector twenty-four(24)hours prior to commencing work, prior to any staged inspection, and after completing work covered by the permit. PFI_Sidewalk/[ 07-PERMIT/PLAN ON SITE Applied Notice A copy of the permit including a Certificate of Insurance, and all attachments, and a copy of the approved construction plan and all amendments shall be readily available at the work area. All work shall conform to the permit terms, conditions and provisions and to the City approved permit plans, and approved plan amendments and to the City's standards and specifications and to these General Conditions. Changes to any of these must be approved by the City, in advance of work performance. PFI_Sidewalk/[ 08-EMERGENCY CONTACTS Applied Notice Provide to the City inspector, in writing,the names and 24 hour emergency telephone number of two(2)persons who have authority to resolve problems, take corrective action and, in general,will be responsible in case of any emergency. The applicant shall notify the City Inspector, in writing, of any/all assignment changes. PFI_Sidewalk/[ 09-OTHER Applied Notice City of Tigard and RECEIVED PUBLIC WORKS — ENGINEERING JAN 1 1 2018 Public Facility Im (PFI) P0 'i(+GARD TIGARDP - 4ulfUEERING TYPE OF WORK DESCRIPTION OF WORK(in the right-of-way) ❑ TYPE 1—Franchise Utility Work Check one: ❑ Utilities X Sidewalk/driveway approach ❑ Street improvements performed by NWN, PGE Detailed description: W-Li Gr'..�V,CJ5 „C�c;••vclil� and/or utility agency. a6.\cl 4:�4✓ceA kx4 vie-al (jc�-", A vr- ;KTYPE 2—Sidewalk/Driveway/Sewer /� Work performed for the purpose of: • Sidewalk installation or repair. • Driveway approach installation Property address/location(s): c%�+��►'' �c•+�� #, b�-�`�' and/or repair GV;-O^ A\.t civu,A L+v>(rt,lyl Ave- . S �r��U Sanitary sewer lateral installation and/or main line tap Applicant: ►+ ���� El TYPE 3—Full scale Development �. + a� Work performed with Land use Address: 1312 )Vj G IyCA• approval which includes any of City/state: , 6C- Zip: ci-I the following: Phone: r o 3- 11 t Email: (AtAjY euv iR 4'int 0" - �� cl c+'J • Subdivisions or Partitions Contact name: A v3 Gll,r G ul Nz�bi„/Y Phone: S�U�;- 7145` Z417- Street widening • Mainline installation for Sanitary Contractor: sewer, Storm sewer, Tigard water and/or Tigard Water Service Area CCB#: l"I Sn� Expiration: Address: CQ+`.� cy C G'A SUBMIT COMPLETED APPLICATION TO: City/state: ✓�7.,Lt., C:�Z- Zip: 7 04 City of Tigard �A3"b�i S';23 L Email: 9 ra a Planning/Engineering Phone: ��gtPxt�ctyr?�i✓tci,G���h 13125 SW Hall Blvd. Contact name: G v a(Lj Phone: C,03- y Z Tigard,OR 97223 Applications for"minor work in right-of-way" Engineer: GU-, AJJJ, T oc- only may be emailed to: romTermits:tigard-or.gov Address: kMlio S%I a3�� ��✓ -vv�y. �,;4C City/state: 1 iC:d✓��( aP.- Zip: +?ZL, FOR STAFF USE ONLY Phone: CSS-1696" 6(-;S c Email: - ,.JC-i Gv� c.eS,Ovj-t ��v� Case No.:m 2 Contact name: To'v1)/ WL-Mee Application submittal fee(.07%of Engineers Estimate) $ Estimated value of work is required(if over$5,000):$ W 7 Ze?0 Additional fees: $ (within the public right-of-way) Application accepted: � Is work related to a LAND-USE DECISION? ❑ Yes [K No By: &.= Date: If so,please specify (MLP, SDR,SUB, etc.) case #: Application reviewed: By: K (J Date: b Is work related to a BUILDING PERMIT? ❑ Yes ;I No Applicant notified: If so,please specify(BUILDING PERMIT)case#: By: �L Date: I:\ENG\PermitApplications\pfi_application Effective 10/16/2017 a � :.a.�;cw=.:�;%?.5.e'Tw...tltl:£*hi. :en:% 84ei.af:4YlS'AtikY.vY.h°.aN�N29�a$Esb.'$$3�i�CS;AWeT!# ..,...5..:� ,s. it ei�i2i5C•Fi�' _.-. . .. ".-.:N'Ak+�&'61u.+'8�+d'k3�11�J�W'NB.R. _ ._._ .3�AS[: P4F.MZ1'RM,W.i. :.s..�Z�4'a`, N��1i1 City of Tigard • 13125 SW Hall Blvd. • Tigard,Oregon 97223 www.tigard-or.gov • 503-718-2421 • Page 1 of 4 APPLICANTS NOTE: Person specified as "Applicant" shall be designated"Permittee"and shall provide financial assurance for work,if required by the city pursuant to TMC 15.041.140. * With the exception of a utility operating pursuant to a valid franchise with the City of Tigard,when the owner and the applicant are different people,the applicant must be the purchaser of record or a lessee in possession with written authorization from the owner or an agent of the owner. The owner(s)must sign this application in the space provided or submit a written authorization with this application. Franchised Utilities are not required to obtain the owners signature on the application BY SIGNING BELOW,THE APPLICANT(S) SHALL CERTIFY THAT: • The above request does not violate any recorded deed restrictions that may be attached to or imposed upon the subject ro e • If the application is granted,the applicant will exercise the rights granted in accordance with the terms and subject to all the conditions and limitations of the approval. • All of the above statements and the statements in any plot plan,attachments,and exhibits transmitted herewith,are true;and the applicants so acknowledge that any permit issued,based on this application,may be revoked if it is found that any such statements are false. • The applicant has read the entire contents of the application,including the policies and criteria,and understands the requirements for approving or denying the application. AoLiycw ticvJb1j,y li Applicant/Authorized Agents signature Print name Date SIGNATURES of each owner of the subject property, if required. Owner's signature Print name Date Owner's signature Print name Date Owner's signature Print name Date PUBLIC FACILITY IMPROVEMENT PERMIT City of Tigard 13125 SW Hall Blvd. • Tigard,Oregon 97223 • www.tigard-or.gov 503-718-2421 • Page 2 of 4 r CITY OF T � <� AYLCR'S FERRY ///111 N ROp0 OREGONa� 5 c NORTH Z ry aAKorA Q PLANS FOR PROJECT 5 h STREET i BAR WS ✓ QP�F ^ w COMMERCIAL STREET SIDEWALK 6ULL S/OUN7'4"V RDo STREET MCDO WL q 0NITA R J A3 Q O CONSTRUCT PERVIOUS CONCRETE SIDEWALK & ADA RAMP REEF BEND RD- o� DURHAM r ry S�A�jIN .p�y�,R NORTH SIDE OF COMMERCIAL STREET BETWEEN SW 95TH AVE & SW LINCOLN AVE Project Location* TO BE SUPPLEMENTED BY THE CITY OF TIGARD DESIGN STANDARDS DATED JULY 15, 1998 AND BY VICINITY MAP THE OREGON STANDARD SPECIFICATIONS FOR CONSTRUCTION 2015 INDEX OF SHEETS NO. NAME TITLE 1 C1 COVER 2 C2 CONSTRUCTION NOTES &TYPICAL SECTIONS 3 C3 EXISTING CONDITIONS 4 C4 EROSION CONTROL & DEMO PLAN _ 5 C5 PLAN AND PROFILE STA 0+20 TO STA 3+20 ---- -- 6 C6 PLAN AND PROFILE STA 3+20 TO STA 5+50 7 D1 DETAILS 8 D2 DETAILS r 9 D3 DETAILS TLA 301 i TLA 302 OWNCrt:KRALIK, --- i TLA 208 MICHELLE OWNER:KRALIK, -� OWNER:GABEL, TLA 209 11450 SW CAPITOL TLA 300 •f 1 SITE:LETICIA MICHELLE OWNER:STEVENSON, A 207 JEFFREY 11450 SW CAPITOL HW ! LTE:RICH,MICHELLE L& PO BOX 38 1 SANTANA HW PORLLAND,OR 9721 LEE PAULA KELSO,WA 98626 j 9475 SW COMMERCIAL RRTL.AND,OR SITE.9435 SW 9320 SW ASPEN ST 1 9535 SW COMMERCIAL ST SITE:9505 SWCOMwFRCIAL ST BEAVERTON,OR 97005 _ UJ TLi 1700 TLA 3400 -�- 97219 12175 SW LINCOLN AVE {( •��SITE:BEDDINGFL ELD,MICHAEL SITE:NGUYEN,THANM UJ j...�, COMMERCIAL ST __ SITE:9455 SW i Q t, J -1 THI Q '' I COMMERCIAL,$T_ 12190 SW LINCOLN AVE 12089 SW 95TH AVE ..2'-I �.� �. -:� �._ .y rt 4 I`' r ft ftft _ T SW COMMERCIAL STREET Project Limits LOCATION MAP RECEIVED SCALE: 1"=50' JAN 112 018 CITY CF-;-ICARD PLA{NNi� �,3Ui.-�,'GSiNELE-:ftING A77EMWN:Oregon law requires you to follow rules EPEO PROFFS R;adopted by the Oregon Utility Notification Center, Those v�5� ,GINF�sioy 9 rules are set forth in CAR 952-001-0010 through OAR P 9 952-001-0090 You may obtain copies of the rules by / / 1 calling the center. (Note: the telephone number for the 1 Oregon Utility Notification Center is (503)232-1987). EGON qq ATTENTION:Notify NW natural at (543)220-2415 when 91pY26,�`1 �r�� ��5ANDREW NEWBURY ENGINEERING DV1510N excavating within 5'of an existing high pressure gas CES NNWJM1 R NEv G1 r PUBLIC WORKS DEPARTMENT a main, I ENGINEERING MANAGER _ r 06/20/2017 TIGAR S.W. HALL BLVD• 4 RENEWS:8/30118 �' TIGARD, OREGON 47223 13190 SW 68th Parkwav,Suite 150 9/0 DATE VOICE:503-639-4171 CALL BEFORE YOU DIG 'Tigard,Orcgvn 97223 FAX: 503-624-0752 1.800-332-2344 503068.6655 www.ccsnw.cam CIP 9 049 E # 3204 WWWT/GARD—OR.GOV THIS DRAWING 15 FULL SIZE WHEN 22"X 34"OR 15 REDUCED TO HALF SCALE WHEN 11"X 17" PROUECT N0. FILE NUMBER CONSTRUCTION NOTES �-5.5 2' _ PRE-CONSTRUCTION,CLEARING,AND DEMOLITION NOTES: BASIS OF HORIZ&VERT ALIGN. A, GENERAL 1.ALL BASE ESC MEASURES(INLET PROTECTION PERIMETER SEDIMENT CONTROL GRAVEL CONSTRUCTION ENTRANCES CROSS 0-4%MAX SLOPE(NEW PVMT) ETC.)MUST BE IN PLACE,FUNCTIONAL,AND APPROVED IN AN INITIAL INSPECTION,PRIOR TO COMMENCEMENT OF 8"DEEP 1.5"-0'AGGREGATE BACKFILL 1. ALL PUBLIC IMPROVEMENTS SHALL BE CONSTRUCTED PER THE CONSTRUCTION ACTIVITIES. �SAWCUTAND MATCH EXTG PVMT APPLICABLE SECTIONS OF THE CITY OF TIGARD PUBLIC IMPROVEMENT COMPACTED TO 951/6 AASHTO T-99 DESIGN STANDARDS,OREGON STANDARD SPECIFICATIONS FOR2.SEDIMENT BARRIERS APPROVED FOR USE INCLUDE SEDIMENT FENCE,BERMS CONSTRUCTED OUT OF MULCH, NEW STANDARD CURB NEW STANDARD CURB CONSTRUCTION 2015/APWA&CWS DESIGN AND CONSTRUCTION CHIPPINGS,OR OTHER SUITABLE MATERIAL,STRAW WATTLES,OR OTHER APPROVED MATERIALS. STANDARDS. TYPICAL SECTION 3.SENSITIVE RESOURCES INCLUDING,BUT NOT LIMITED TO,TREES,WETLANDS,AND RIPARIAN PROTECTION AREAS _ 2. THE CONTRACTOR SHALL PERFORM ALL THE WORK SHOWN ON THE SHALL BE CLEARLY DELINEATED WITH ORANGE CONSTRUCTION FENCING OR CHAIN LINK FENCING IN A MANNER THAT IS DRAWINGS AND ALL INCIDENTAL WORK NECESSARY TO COMPLETE CLEARLY VISIBLE TO ANYONE IN THE AREA. NO ACTIVITIES ARE PERMITTED TO OCCUR BEYOND THE CONSTRUCTION STA o+21.84 TO STA 0+41.7p THE PROJECT IN AN ACCEPTABLE MANNER.ALL INCIDENTAL WORK BARRIER. SHALL BE INCLUDED IN THE UNIT PRICE BID FOR THE ITEMS OF WORK LISTED IN THE PROPOSAL.ANY ITEM NOT LISTED IN THE PROPOSAL IS 4.CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE R/W CL CONSIDERED INCIDENTAL, DURATION OF THE PROJECT. ADDITIONAL MEASURES INCLUDING,BUT NOT LIMITED TO,STREET SWEEPING,AND 30' -{ 3. THE CONTRACTOR AND/OR SUB-CONTRACTORS SHALL HAVE A VACUUMING,MAY BE REQUIRED TO INSURE THAT ALL PAVED AREAS ARE KEPT CLEAN FOR THE DURATION OF THE PROJECT, 14.S' 10' } PUBLIC ROW 5'5TRAVEL LANE-` MINIMUM OF ONE(1)SET OF APPROVED CONSTRUCTION PLAN ON THE 5.RUN-ON AND RUN-OFF CONTROLS SHALL BE IN PLACE AND FUNC 10NING PRIOR TO BEGINNING SUBSTANTIAL 2' BASIS OF HORIZ&VERT ALIGN. JOB SITE AT ALL TIMES DURING CONSTRUCTION PHASES. CONSTRUCTION ACTIVITIES. RUN-ON AND RUN-OFF CONTROL MEASURES INCLUDE:SLOPE DRAINS(WITH OUTLET i'FLAT 0-4%MAX SLOPE(NEW PVMT) PROTECTION),CHECK DAMS,AND SURFACE ROUGHENING. �*5616 MAX 1'Sa 4. THE CONTRACTOR SHALL CAUSE ALL MATERIAL SUPPLIER(S)TO SAWCUT AND MATCH EXTG PVMT SUBMIT TO THE ENGINEER PROOF OF MATERIAL(S)TESTED 1N THESE EROSION AND SEDIMENT CONTROL PLANS ASSUME"DRY WEATHER"CONSTRUCTION. "WET WEATHER" �z'7 "Z NEW STANDARD CURB ACCORDANCE WITH THE SPECIFICATIONS.WITHIN TWO WEEKS OF CONSTRUCTION MEASURES NEED TO BE APPLIED BETWEEN OCTOBER 1ST AND MAY 31ST. "*(0"DRIVEWAY LIP) ACCEPTANCE OF THE CONTRACT WITH THE OWNER,THE CONTRACTOR DITCH AND TYPICAL SECTION CERTIFIES THAT ALL MATERIALS DELIVERED TO THE 308 SITE OR GRADING STREET AND UTILITY EROSION AND SEDIMENT CONSTRUCTION NOTES. DISTURBED AREAS INCORPORATED INTO THE WORK WILL MEET OR EXCEED TO BE RESEDED SPECIFICATIONS.ANY MATERIAL NOT CONFORMING SHALL BE 1.SEED USED FOR TEMPORARY OR PERMANENT SEEDING SHALL BE COMPOSED OF ONE OF THE FOLLOWING MIXTURES, STA O+ai. rd STA LIGHT 8 *(NO DITCH IN DRIVEWAYS,DAYLIGHT AT S%MAX) REMOVED AT NO ADDITIONAL COST TO THE OWNER. UNLESS OTHERWISE AUTHORIZED: -(0"DRIVEWAY LIP ON STANDARD CURB,SLOPE TOP TO DRAIN TOWARDS SIDEWALK) A.VEGETATED CORRIDOR AREAS REQUIRE NATIVE SEED MIXES, SEE RESTORATION PLAN FOR APPROPRIATE SEED MIX, 5. CONTRACTOR SHALL VERIFY LOCATION OF ALL UTILITIES PRIOR TO B.DWARF GRASS MIX(MIN.100 LB./AC.) R/W CL BEGINNING CONSTRUCTION AND NOTIFY THE ENGINEER OF ANY 1.DWARF PERENNIAL RYEGRASS(80%BY WEIGHT) 30' { SIGNIFICANT DISCREPANCIES.UTILITIES HAVE BEEN LOCATED FROM 2,CREEPING RED FESCUE(20%BY WEIGHT) 10, AVAILABLE RECORDS AND MAY NOT BE AS SHOWN HEREON. C.STANDARD HEIGHT GRASS MIX(MIN.1001-B./AC.) PUBLIC ROW 5.5 TRAVEL LANE �{ CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES AT LEAST 48 1.ANNUAL RYEGRASS(40%BY WEIGHT) V FLAT 2 BASIS OF HORIZ&VERT ALIGN. HOURS PRIOR TO BEGINNING EXCAVATION. 2.TURF-TYPE FESCUE(60%BY WEIGHT) 1.5% 0-4%MAX SLOPE(NEW PVMT) 6. CONTRACTOR TO PROVIDE TRAFFIC CONTROL PER ODOT AND 2.SLOPE TO RECEIVE TEMPORARY OR PERMANENT SEEDING SHALL HAVE THE SURFACE ROUGHENED BY MEANS OF SAWCUT AND MATCH EXTG PVMT M.U.T.C.D STANDARDS FOR ALL CONSTRUCTION ACTIVITIES WITHIN TRACK-WALKING OR THE USE OF OTHER APPROVED IMPLEMENTS.SURFACE ROUGHENING IMPROVES SEED BEDDING AND THE PUBLIC RIGHT OF WAY,CONTRACTOR SHALL MAINTAIN ACCESS REDUCES RUN-OFF VELOCITY. DITCH AND NEW STANDARD CURB TO ADJACENT PROPERTIES AT ALL TIMES.CONTRACTOR TO SUBMIT DISTURBED AREAS TRAFFIC CONTROL PLAN AT PRECONSTRUCTION CONFERENCE TO BE 3.LONG TERM SLOPE STABILIZATION MEASURES SHALL INCLUDE THE ESTABLISHMENT OF PERMANENT VEGETATIVE COVER TO BE RESEDED TYPICAL SECTION REVIEWED AND APPROVED BY ENGINEER, VIA SEEDING WITH APPROVED MIX AND APPLICATION RATE. STA 2+68.17 TO STA 2+82.15 B. UTILITIES 4.TEMPORARY SLOPE STABILIZATION MEASURES SHALL INCLUDE:COVERING EXPOSED SOIL WITH PLASTIC SHEETING, STRAW MULCHING,WOOD CHIPS,OR OTHER APPROVED MEASURES. 1. ALL PUBLIC UTILITY INSTALLATION SHALL CONFORM TO THE R/W CL APPLICABLE PORTIONS OF THE CURRENT CITY OF TIGARD 5.STOCKPILED SOIL OR STRIPPINGS SHALL BE PLACED IN A STABLE LOCATION AND CONFIGURATION.DURING"WET 30' CONSTRUCTION STANDARDS,CLEAN WATER SERVICE STANDARDS, WEATHER"PERIODS,STOCKPILES SHALL BE COVERED WITH PLASTIC SHEETING OR STRAW Mi ILCH.SEDIMENT FENCE IS 10, ODOT STANDARD SPECIFICATIONS OR AWWA STANDARD REQUIRED AROUND THE PERIMETER OF THE STOCKPILE. ia.s' S 5'SPECIFICATIONS. PUBLIC ROW TRAVEELL LANE 6.EXPOSED CUT OR FILL AREAS SHALL BE STABILIZED THROUGH THE USE OF TEMPORARY SEEDING AND MULCHING, 1'FLAT 2' BASIS OF HORIZ&VERT ALIGN. 2. ALL NONMETALLIC LATERAL PIPING SHALL HAVE AN ELECTRICALLY **5%MAX -� 0-4%MAX SLOPE(NEW PVMT) EROSION CONTROL BLANKETS OR MATS,MID-SLOPE SEDIMENT FENCES OR WATTLES,OR OTHER APPROPRIATE MEASURES. � CONDUCTIVE TRACER WIRE(12 GAUGE,INSTALLED COPPER,OR SLOPES EXCEEDING 25%MAY REQUIRE ADDITIONAL EROSION CONTROL MEASURES. 1 SAWCUT AND MATCH EXTG PVMT HEAVIER,IN APPROVED COLOR)INSTALLED IN THE TRENCH FOR LOCATING PIPE IN THE FUTURE,PER UNIFORM PLUMBING CODE. 7.AREAS SUBJECT TO WIND EROSION SHALL USE APPROPRIATE DUST CONTROL MEASURES INCLUDING THE APPLICATION NEW STANDARD CURB **(3/4"DRIVEWAY LIP) OF A FINE SPRAY OF WATER,PLASTIC SHEETING,STRAW MULCHING,OR OTHER APPROVED MEASURES. 3. ALL TRENCH BACKFILL WITHIN PAVED AREAS AND SIDEWALKS SHALL TYPICAL SECTION BE COMPACTED 3/4"-0 CRUSHED ROCK,COMPACTED TO 95%OF B.CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE MAXIMUM DENSITY AS OBTAINED BY AASHTO T 99 COMPACTION TEST. DURATION OF THE PROJECT.ADDITIONAL MEASURES INCLUDING,BUT NOT LIMITED TO,TIRE WASHES,STREET SWEEPING, AND VACUUMING MAY BE BE REQUIRED TO INSURE THAT ALL PAVED AREAS ARE KEPT CLEAN F',-)R THE DURATION OF THE STA 2+82.15 TO STA 5N DRIVEWAY) 6"PERVIOUS CONCRETE ON 4. THE CONTRACTOR SHALL NOTIFY THE CITY AT(503)-718-2472 48 PROJECT. 1"CRUSHED WASHED STONE CHOKER COURSE ON HOURS PRIOR TO START OF CONSTRUCTION. 6"OF 3/4"-2"CRUSHED WASHED BASE ROCK ON 9.ACTIVE INLETS TO STORM WATER SYSTEMS SHALL BE PROTECTED THROUGH THE USE OF APPROVED INLET PROTECTION NON-WOVEN GEOTEXTILE FABRIC 5. STORM SEWER SHALL BE OF THE SIZE AND MATERIAL AS NOTED ON MEASURES.ALL INLET PROTECTION MEASURES ARE TO BE REGULARLY INSPECTED AND MAINTAINED AS NEEDED, 4"PERVIOUS CONCRETE ON THE PLANS. 1"CRUSHED WASHED STONE CHOKER COURSE ON 10.SATURATED MATERIALS THAT ARE HAULED OFF-SITE MUST BE TRANSPORTED IN WATER-TIGHT TRUCKS TO ELIMINATE 6"OF 3/4"-2"CRUSHED WASHED BASE ROCK ON SPILLAGE OF SEDIMENT AND SEDIMENT-LADEN WATER. NON-WOVEN GEOTEXTILE FABRIC C. APPROVALS 3.5"ASPHALT ON 11.AN AREA SHALL BE PROVIDED FOR THE WASHING OUT OF CONCRETE TRUCKS IN A LOCATION THAT DOES NOT 2"OF 3/4"-W AGGREGATE BASE 1. SIGNIFICANT CHANGES TO THESE PLANS MUST BE APPROVED BY THE PROVIDE RUN-OFF THAT CAN ENTER THE STORM WATER SYSTEM OR SURFACE WATERS.IF THE CONCRETE WASH-OUT 7"OF 2"-0"BASE ROCK CITY OF TIGARD,AND THE ENGINEER PRIOR TO TMPLEMENTATION. AREA CAN NOT BE CONSTRUCTED GREATER THAN 50'FROM ANY DISCHARGE POINT,SECONDARY MEASURES SUCH AS BERMS OR TEMPORARY SETTLING PITS MAY BE REQUIRED.THE WASH-OUT SHALL BE LOCATED WITHIN SIX FEET OF TRUCK 2. CONTRACTOR TO ACQUIRE ALL REQUIRED PERMITS BEFORE WORKING ACCESS AND BE CLEANED WHEN IT REACHES 50%OF THE CAPACITY. IN THE PUBLIC RIGHT OF WAY. --- - 12.SWEEPINGS FROM EXPOSED AGGREGATE CONCRETE SHALL NOT BE TRANSFERRED TO THE STORM WATER SYSTEM. TYPICAL PERVIOUS PCC TYPICAL PERVIOUS PCC TYPICAL ASPHALT y SWEEPINGS SHALL BE PICKED UP AND DISPOSED IN THE TRASH. DRIVEWAY SECTION SIDEWALK SECTION ROADWAY SECTION 13.AVOID PAVING IN WET WEATHER WHEN PAVING CHEMICALS CAN RUN-OFF INTO THE STORM WATER SYSTEM. 14.USE BMPs SUCH AS CHECK-DAMS,BERMS,AND INLET PROTECTION TO PREVENT RUN-OFF FROM REACHING DISCHARGE FLATWORK CONSTRUCTION NOTES: POINTS. A 15.COVER CATCH BASINS,MANHOLES,AND OTHER DISCHARGE POINTS WHEN APPLYING SEAL COAT,TACK COAT,ETC.TO 1. SIDEWALK PANELS TO BE 5 FEET LONG AND DRIVEWAY PANELS TO BE 10 FEET LONG UNLESS OTHERWISE SPECIFIED. PREVENT INTRODUCING THESE MATERIALS TO THE STORM WATER SYSTEM. 2. EXPANSION JOINTS&CONSTRUCTION JOINTS SHALL BE 1/2"PREMOLDED ASPHALT IMPREGNATED MATERIAL OR EQUAL EXTENDING FROM t SUBGRADE TO FINISH GRADE AND PLACED AT SIDES OF DRIVEWAY APPROACHES,UTILITY VAULTS,WHEELCHAIR RAMPS AND AT SPACING NOT TO EXCEED 45 FEET. 3. PERVIOUS CONCRETE TO BE"EVOLUTION WALKWAY"SIZED AGGREGATE OR APPROVED EQUAL MEETING THE STRENGTH AND VOID RATIO �R0PRore s REQUIRMENTS OF SECTION 0757.0 x INF��s%y p 14 .{(� Revisions and Addendums ENGINEERING DVISION SHEET �' y ZGONa�� '6 Description Date No. B 'PUBLIC WORKS DEPARTMENT COMMERCIAL STREET SIDEWALK c2 �2 R ilk C E S NW 1J125 S.W. tikLL BLVD. 2 131%SW'68Lh Parkway,Suite l50 T/G4R�, OREGON 97223 OF RENEWS:6130M8 VOICE:503-639-4171 'rigard,C_>re�n 97223 FAX: 503-624-0752 CONSTRUCTION NOTES & 9 s 503.968.6655 w w.cesnw.com WWW.r7CARD-OR.GOV TYPICAL SECTIONS FILE NO THIS DRAWING I5 FULL SIZE WHEN 22"X 34"OR IS REDUCED TO HALF SCALE WHEN 11"X 17" DESIGN:ARW DRAWN: ASM CHECK: ARW PROJ.NO:CIF 95049 B1D ON: 06 20 2017 CES 3204 LEGEND ❑ -CATCH BASIN 0 -WATER VALVE ® -WATER METER n - SANITARY SEWER MANHOLE -STORM DRAIN MANHOLE -CLEAN OUT DG •IRRIGATION CONTROL VALVE D4 -GAS VALVE ® -GAS METER B MAIL BOX O LUMINAIRE 10 TV RISER M -TELEPHONE RISER O -SIGNAL)UNCTION BOX E) ELECTRIC METER C -ELECTRIC)UNCTION BOX ln, UTILITY POLE -GUY ANCHOR -FIRE HYDRANT -77- SIGN ---I -UNE CONTINUES TO UNKNOWN LOCATION k, .! E- -UNDERGROUND ELECTRIC UNE --.Sl -- -UNDERGROUND STORM DRAIN UNE Y:t. }(f• >. . jI , --+S UNDERGROUND SANITARY T- •UNDERGROUND TELEPHONESEWER UNE I `.1•t/ - � ; -.)y__. _UNDERGROUND CABLE TV UNE V --W— -UNDERGROUND WATER UNE TL#301 N I^ --f"- -UNDERGROUND NATURAL GAS UNE ./ TL#302 OWNER:KRALIK, •pH-_- -OVERHEAD UTILITY UNE TL#208 MICHELLE I -•� FENCE LINE ' OWNER:KRALiK, N OWNER:GABEL,IEFFREY MICHELLE 11450 SW CAPITOL HWY n SMH SANITARY SEWER MANHOLE olab TL#207 PO BOX 38 11450 SW CAPITOL HWY PORTLAND,OR 97219 1 DMH STORM DRAIN MANHOLE T. f �" SITE:RICH,MICHELLE L& KELSO,WA 98626 PORTLAND,OR 97219 SITE:9435 SW _ CB CATCH BASIN ' PAUL A SITE:9505 SW TL#209 SITE:9455 SW COMMERCIAL ST n#300 1 30 15 0 30 FI FIELD INLET 9535 SW COMMERCIAL ST COMMERCIAL ST SITE:5ANTANA,LtTIClA COMMERCIAL ST OWNER:STEVENSON,LEE 9475 SW COMMERCIAL 5T 9320 SW ASPEN ST ElCONCRETE BEAVERTON,OR 97005 r 7 7L#1700 � TL#3400 i y�` 1 ��p r �R �pj SITE:12175 SW LINCOLN AVE i J SW L SITE: IN ,MICHAEL I � 12190 SW LINCOLNCOLN AVEA -ASPHALT SITE:NGUYEN,THANH THl �•31 . 1 lM.lt:9 RIM�IKW! 12089 SW 95TH AVE {',� N V rl{)s{ t q �^ r--- --1 I66 n•Ib[x �{ F::i«=mss .yam. , 9 1Fie/lo•-16).lr 167- L` / I nrw.la.9i `ro N r n •la•»' :, I [t(6V1')11'fR0.} ,t5 ,L`` I I OI•IIf1 1U] r 5�It0'-IN.{O v".lstp �~ •,j• 1 ) .r J d�1A P+rrejl. I I �v141).'•yf C �l luwn-•w[r " • n 1. �,` Eta � � relsello--lel li I �^`: DECIbV0U5 TREE iOTR7 �(` t ..I�� e(Q• f u AT or 416 - Nlowwaw.i ♦ I A �•J (_ ; ''f% V1 I1 t � va -r�..r,.1tl��r.�r.wL• _.ITs � - �.i -- •1 •EVERGREEN TREE(ETP) — — .. S it __ yg. sr; — EXAMPLE ———`—————— -—}' _ —_ — VW OOMt1100AL R .— - —- l 1 � '�.. � !^ _——....-- ...� 170M161CYC3T ._ • �.. -� _— `ry -•.. ;eT I Y'DTR �.. -- - E- - - - - t DIAMETER NO.OF TREES srH c.IMIwo.a11 TYPE FROM ONE BASE '::]'t1-�•.].'+!- AAI�1{].4 YI.ItlA' OUIr0.t1 d MMPf..1{I M 5•M t•RIM I W IK►•lt0-af IRNM11P�1p.Q OVIMLL[E A/•AO%." ,(W)l .SO 0.[N.lbilT gsc)II,wan WUIro-w.s OUn0.4){bnmaat-•I{1.69 :g4t71P-IST.O 1t1I{W -P I14Rn{ r4R[IIO-.rH.]0 W _ IgJxi)C AO�IA.ro Iglw+)1{•-If..)T NOTES 1.THIS SURVEY MAKES NO GUARANTEES THAT THE UNDERGROUND UTILITIES SHOWN ARE ALL THE UTILITIES W THE AREA.THE UNDERGROUND UTILITIES SHOWN ARE BASED ON LOCATE PAINT MARKINGS IN THE FIELD AND AS-BUILT MAPPING, UTILITIES SHOWN MAY NOT BE IN THE EXACT LOCATION AS NOTED ON THIS SURVEY,BUT ARE LOCATED AS ACCURATELY AS POSSIBLE FROM PAINT MARKINGS ON THE GROUND. 2.STORM DRAM AND SANITARY SEWER LINES SHOWN ARE APPROXIMATE AND BASED ON VISIBLE ABOVE GROUNO EVIDENCE AND AS-BUILT MAPS. gZ 4k R8 3 E a q i REO PROFES U�S��GINE� 1408 ---- --- $ Revisions and Addendums SHEET ENGINEERING DVIStON 2Description Date No. By W 'PUBLICWORKSDEPARTMENT COMMERCIAL STREET SIDEWALK C3 CES INIJ125 S.W HALL&W. 3 e 13190 SW 68th Parkway.Suite 150 ARD• OREGON 9722J RENEWS:6/30/is Tigard•Ure n 97223 VOICE. 503-BJ9-4)71 OF 503.968.6655 www cesmv.com .nGARD-oR-C 07tS2 EXISTING CONDITIONS 9 $ FILE NO ea THIS DRAWING IS FULL SIZE WHEN 22"X 34"OR I5 REDUCED TO HALF SCALE WHEN 11"X 17" DESIGN:ARWI DRAWN: ASM I CHECK: CES 3204 ARW_ PROJ.NO:CIP 95049 BID ON: 06202017 1. KEYNOTES: r� GENERAL NOTES: 1 v ,.t- ` ;4j 1 G1 PROTECT EXISTING MONUMENT IN PLACE. I ItfCONTRACTOR SHALL COVER COST OF 1 'moi" RESETTING AND RECORDING OF SURVEY WITH THE COUNTY SURVEYOR'S OFFICE i x f � 0 IF DISTURBED.TYP ALL MONUMENTS SHOWN AND NOT, N TIA!208 TL#207 OWNER GABEL,JEFFREY TL#209 EROSION CONTROL NOTES: t SITE:RICH,MICHELLE L& PO BOX 38 SITE:SANTANA,LETICIA ~ El INSTALL CWS TYPE 5 PREFABRICATED A PAULA KELSO,WA 99626 9475 SW COMMERCIAL ST o J FILTER INSERT INLET PROTECTION.FOR TL#3400 0 9535 SW COMMERCIAL ST •"'--- r 3 SITE:NGUYEN,THANH THI i ota sa SITE:9505 SW COMMERCIAL ST i Y`Z" SR O 12089 SW 95TH AVE i 1 3�o �° T� i Q J DETAIL SEE SHEET D1. 4 SP bic . � 5T ST U 5P (�, s otP ,p fi� mW E2 INSTALL CWS TYPE 4 BIO FILTER BAG 1 3 G1 �� �5 II• SR W W INLET PROTECTION.FOR DETAIL SEE EL SP •• �° JJJ •�' -i E3 5R G1 A ° W SHEET D1. t j off.\ E3 3 - E3 E3 itis E3 (!� W O E3 INSTALL CWS CHECK DAM BIOFILTER 1 -'-- Z U BAG.FOR DETAIL SEE SHEET D1. K. ( •' N '1J 1'. �, - Y: - DEMO NOTES' + < < J -__— +A A- - •-k ---lM1"-__ .. 4AW r. __.'SAS/'-- SAR _ -SAK-- 1__.,_._y__ ._ _ .'_.�'R' v: -�� - .- _ _ - AN /-.. l/ .�-�- -I. Ol DEMO AND REMOVE CULVERT. __� - - - -- - E2 '(3} 4 6 1 6 1 s 1 2 5R 0 - - -- - ' - "�--^-r^.�•ss -• __ �i�= - __.5 ._�._ T � -}- O2 DEMO AND REMOVE FENCE. SW COMMERCIAL Sr 3 M O3 SAWCUT PAVEMENT. 6 I_�_�_t_--�-•-.-.i-._-_- _ _. __ r_- _ T__.��� . O4 DEMO AND REMOVE PAVEMENT SURFACE. O5 REMOVE(R), TRIM(T),OR PROTECT(P) EXISTING TREE PER 00320&REMOVE TREE STUMPS,ETC.PER 00320.41. O6 MAINTAIN MAIL SERVICE DURING CONSTRUCTION �7 MAINTAIN SIGN DURING CONST. f r Q TL#302 TL#301 OWNER:KRALIK,MICHELLE OWNER:KRALIK,MICHELLE U 11450 SW CAPITOL HWY 11450 SW CAPITOL HWY J 2 PORTLAND,OR 97219 PORTLAND,OR 97219 SITE:9455 SW COMMERCIAL ST SITE:9435 SW COMMERCIAL ST TL#300 LEGEND OWNER:STEVENSON,LEE I 9320 SW ASPEN ST TL*1700 BIO BAG W {n BEAVERTON,OR 97005 SITE:BEDDINGFIELD,MICHAEL F SITE:12175 SW LINCOLN AVE E1 i 12190 SW LINCOLN AVE f f -UNDERGROUND UTILITY TO 8E REMOVED > J 1 ——- -DAYLIGHT LINE 0 Q i E2 C� ►--� $T 5T \:`il w trr �t I 1 - -SAWCUT LINE Q U ! 3 �f�' 4 3 EI W W s1ti ` I _ 1 E1 E1 E2 0 W ► - -sw i-- -sA. -. \ i l Lf) O 'y- \=-- '- ----------- ------- --`== yam.' 1 --SAM- -- - >n�..._ _- __ -sAw_ _..S.r-- -....g __ __•ax - -. M'--- -':AA-.- -- -;Ax--- - - ;•x" . - '.rte-' I� 1 U4 ——gc._ --L SSss _. F- p SW COMMERCIAL ST Q (V T- 7--...-�....-T --_T.____._-_r. 7 T LM - - -- - - d t REO PROfF-S aGINfF s/O 9� Revisions and AddendumsSHEET ENGINEERING DVISION Des& lion Date No. By PUBLIC WORKS DEPARTMENT COMMERCIAL STREET SIDEWALK C4 CES NNW 13125 S.W. HALL BLVD. 4 TIGARD, OREGON 97223 OF 13190 SW 68th Parkway,Suite 150 IR710E.'503-6J9-4171 115 RENEWS:6/30/18 'Tigard.C)regcm 97223 FAX. 503-624-0752 EROSION CONTROL & DEMO PLAN 9 h 20 10 0 20 503.968.6655 www.ccsnw.com WWW.TIGARD-OR.GOV FILE NO THIS DRAWING IS FULL SIZE WHEN 22"X 34"OR IS REDUCED TO HALF SCALE WHEN 11"X 17" DESIGN: ARW DRAWN: ASM CHECK: ARW PROJ.NO:CIP 95044 81D ON: 06 20 2017 CES 3204 KEYNOTES: J I EXTG UTI TY 1 t J (` 3 GENERAL NOTES: POLE ANDI (: ) PLACE.CONTRACTOR SHALL COVER b f - / STREET L GHT a ( �� PROTECT EXISTING MONUMENT IN • c�''� ~ 1 .. j •r r i �� , I COST OF RESETTING AND RECORDING SURVEY WITH THE COUNTY • J ( &I v j SOU VEYOR'S OFFICE IF DISTURBED.TYP 10 �' ch MATCH D n 41 - .I.GRATE IE o f r l '- -- ALL MONUMENTS SHOWN AND NOT. r OWNER:GABEL,JEFFREY 7l#3400 TL#208 3 ' ! h 1 r Y} Tl#207 / SITE:RICH,MICHELLE L& J G2 POTHOLE AND LOCATE ELEVATIONS 1 � ,o �• .- PO BOX 38 j I t 5 2.5 0 5 SITE:NGUYEN,THANH T�I " m PAUL A PRIOR TO CONSTRUCTION. NOTIFY SAWCUT LIMITS I KELSO,WA 98626 u 67 12089 SW 95TH AVE 1 L _ 9535 SW COMMERCIAL ST r-s. ENGINEER OF ANY CONFLICTS OR • �0 9 +. t�----� � to r_ - _�•_� _ -_ SITE:9505 SW COMMERCIAL ST r• i r�r Vim' )--- J 1 tj i y1 . • 1 TLS 209 til W Q DISCREPANCIES PRIOR TO CONSTR. «rs a000 • r 1 1 1 a o n PC:0+40.64 12'R SW 95TH AVE / o 0 °o°°° v G1 V 8 } `Y 1` SITE: IN COMA,RCIALA w ti TC-6'ExPosuPE - 0 0 0 ( 1 • • 9475 SW COMMERCIAL , SLOPE FACE ATI:I °o°o°o°o`� _ DAY�GHTTYP �� .�• •�{P^ 1 I _ CONSTRUCTION NOTES: 7 Doo°o°000� 1 i Y� l . 11 I (n 1.so °cr°o°a°e��� - a ( i (1 C'1 7 �I' I,• r I' t' w Ol CONST.STD CURB FG:166.79�°� \ r \J>� rt 11 :}- -' gf .K,` - 11 .•� i 8 11 \ i�+l,r w (FOR DETAIL SEE SHEET D1) ••••" `ununu°O • • 1 - U 3 \ •••• .> o o � •l.r � � --ti• -- �$ ;y� _ � � S � '�'��� 15 -� O CONST. 1'WIDE CURB OPENING,SLOPE c \ (° °DODO° % oo, C f ' < LLJ O TO DRAIN < + , � r,� z II .,... 1 n Tr.s+ " "t w+� ..1 .r; ? =v .= , Z >i: J 3 CONST.ADA RAMP W/TRUNCATED DOME s _- ., C-6 ExPoSURE ...., 3 ��� qy °e° SLOPE FACE A7 l:1 ini +' G1 / it\\ w._ - S•w-- _ -ser, - w _ T- 5 \s t°fj orf FG:166.66 - - i C - i' 14 G2 G2 12 h 6 G2 G2 1 G2 13 s•.---5• I G2 V O NOT USED d '• r o .FG.166.91 / •-5^ •- --5s.—_.. - - - - 4 _ v --- - Tc=s•+FG. , - ~ + O CONST.PERVIOUS CONC.SIDEWALK _. ,� 1, 5 1 2 SW COMMERCIAL ST 6 14 1 2 6 14 2 >1 5 M (FOR DETAIL SEE SHEET C2) ❑:7k°18'34" ��'� °496 T -T__.G-�-- .'- .C: -=--G .= .' T•_^---� - - -_ �T-.�.,. La3i.l1' / Iat6,•. (-•�- y- T- - --..._r --T------T--T-- T --1--•'+fit—T T-••---.-T-._.. .. CONST.PERVIOUS CONC.DRIVEWAY CH:29.14• 6 Ca=s28•15'41"E 1 \`" FG:166.74 - (FOR DETAIL SEE SHEET C2) 5 ( O RECONST,PCC DRIVEWAY WITH `-sAw� - PERVIOUS DRIVEWAY CONC.PER LIMITS 5•w-- SHOWN OREGRADE GRAVEL DRIVEWAY WITH 3/4"-0"CRUSHED ROCK,DAYLIGHT AT 5%MAX OREGRADE AND INSTALL 8"OF 1.5"-0" CRUSHED ROCK SLOPE AT H2:1V MAX SIDEWALK PROFILE MATCHES 10 REGRADE AND INSTALL 6"OF 3/4"-0" CRUSHED ROCK SHOULDER AS SHOWN TOP OF CURB PROFILE LEGEND STA 2+59.18 TO STA 2+68.17 11 CONST.DITCH PER PLAN. -——- DAYLIGHT LINE TRANSITION FROM 1.5%AWAY FROM FACE OF SAwcur LINE CURB TO 1.5%TOWARDS FACE OF CURB 12 520 OL INSTALL 010"PVC O C900-277' PERVIOUS CONCRETE SIDEWALK(4"THICK) SIDEWALK PROFILE MATCHES CURB FLOWLINE 13 STA 2+10,57,-19.8'LTO 2+39.05, - ':, 172 N N -.a..-_ 172 19.5'L INSTALL 10"PVC C900-29' PERVIOUS CONCRETE DRIVEWAY(6"THICK) I o ao In � n "" 14 INSTALL NEW SINGLE MAILBOX SUPPORT GRAVEL DRIVEWAY 0 + m rn Ln n �o r: mm m N Q � m m m r: .. ,. „ + ,n + m m + u AND RELOCATE EXTG.MAILBOX/ .- < ;° m t�u� ° m + ry + + N G N NEWSPAPER BOX(ES)TO NEW o ti rt m ul Q O c m coo ~ /art < O uoi m v~i 3n `� `� N N SUPPORT 3 EA. i a + + `n ~ 4 a O ~ ~ a O rQ O ~ ry o PROPOSED TOP OF CURB (FOR DETAIL SEE SHEET D2) AND SIDEWALK PROFILE N LL < J in u. G u- 15 CITY TO RELOCATE EXTG.WATER METER. Ln COORDINATE TO INSURE CLEARANCE 168 - r 168 AND LOCATION FOR DITCH EG 2'RT CONSTRUCTION. S• EG i 9 m W _ PROPOSED TOP OF --- -- -SIDEWALK PROFILE --- -- �C90 F NEW ADA RAMP a J 28�SLF ---- IQ"pvc C90o 2 �_� 2 5= o% 2 Fb 164 PROPOSED CURB r 76.70LF - 164 _ FLOW LINE Ft PROFILE n a T OF DITCH 1 I PROPOSED TOP OF .60 { 11 CURB PROFILE `a W CLASS B BACKFILL CLASS B 3/4"-0 BACKFILL L a 160 160 -0+40 0+00 0+40 0+80 1+20 1+60 2+00 2+40 2+80 3+20 a CURB FL&TC PROFILE a %f0PR0;.fSS SCALE: 1" = 20'HORZ z e��'1NEF r°y 1" = 2'VERT r 14Q61 J• I Revisions and Addendums SHEET It EDescription Date No. B N PUBLIC WORKS DEPARTMENT COMMERCIAL STREET SIDEWALK C5 CES 6'g rz6,�E���/r ��. INW 13125 S.W. HALL BLVD. 5 R "l�qJ 13190 SW 68th Pukwa,Su to 150 , nG4R0, OREGON 97223 OF 5 4171 RENEWS:6rM18 Ticl igr •<)regcin 97223 VACS:503-6249 0752 PLAN AND PROFILE 9 20 10 0 20 503.968.6655 www.cesnw.com . WWW TIGARO-OR.GOV STA 0+20 TO STA 3+20 FILE NO THIS DRAWING IS FULL SIZE WHEN 22"X 34"OR IS REDUCED TO HALF SCALE WHEN 11"X 17" DESIGN: ARW DRAWN: ASM CHECK: AR W PRO).NO:CIP 95049 BID ON: 06 20 2017 CES 3204 KEYNOTES: rr! ! m (W h GENERAL NOTES: � � Z t G1 PROTECT EXISTING MONUMENT IN TL*302 TL#301 ) f r Z f PLACE.CONTRACTOR SHALL COVER OWNER:KRALIK,MICHELLE OWNER:KRALIKMICHELLE STEVENSON,LEE TLk 300 •f i f ( COST OF RESETTING AND RECORDING 11450 SW CAPITOL HWY f PORTLAND,OR 97219 11450 SW CAPITOL HWY, J 9320 SW ASPEN ST ( ; 3 OF SURVEY WITH THE COUNTY SITE:9455 SW COMMERCIAL ST PORTLAND,OR 97219 I f h --1 M SITE:9435 SW COMMERCIAL ST BEAVERTON,OR 97005 J 3--_ SURVEYOR'S OFFICE IF DISTURBED.TYP SITE:12175 SW LINCOLN AVE -+ TL*1700 ALL MONUMENTS SHOWN AND NOT. u v7 --. - _ -- -- __ 1 it , EG:165.71 I 1 1 SITE:BEDDiNGFIELD,MICHAEL (MATCH E7(TG) -1 DAYLIGHT TYP �.}._ 12190 SW LINCOLN AVE SAWCUT LIMITSG2 POTHOLE AND LOCATE ELEVATIONS F-i r PRIOR TO CONSTRUCTION LLJr = U I 9 4 !1 {I 4 ��'� o /• 1 �'GI r +� i- Otp, 8 S 2.5 0 5 ,O� FG:16S.68\�� (M :55.57 � 4p� (MATCH eXr,) CONSTRUCTION NOTES: W `.Eza _ a _ 7 12 G2 3 r 1 j3° W � ! _ e r' s0 FG:165.62 1 CONST.STD CURB W ., _ _.,` -- -.-_. f FG 16570 0.9 $`\ `'+ = OR DETAIL SEE SHEET D - -- ----- --- - ---- -- ---- --- -- - W U -�1 -I - ----t� ✓ DAYLIGHT TYP CONST.ADA RAMP W/TRUNCATED DOME w �- \ J 4 1 5 0 4 11 4 2 I i H ry 7 ----- ----'• rc:1as.e4\ NOT USED ---- - 10 Lf) -ti: ..-- - __.. ..�... -- 5.;___._ ,: -- ...c-..--._.:-.. -. ._i5-• 411,5 --._55-- - _ S - S �7-A S m 's� n-• •'�• / --- 10 - --ass - -kis —S�__ _, - �g U Q SW COMMERCIAL ST v WALK in ,+' CONST PERVIOUS CONC SID -- r- ` Q 1- - _.: --T -- - - _._TT_` -.� r -- ' -1 FG:165.91r �� 4 (FOR DETAILS SEE SHEETC2)E Y J. TC�FG:165.84 ... -... _. .. -- IO G1 2 5 CONST.PERVIOUS CONC.DRIVEWAY PC:5+24.98, 10'L SW COMMERCIAL ST +56.28 SW COMMERCIAL ST - - - - -- - - - - rd-----w� �-rr - --- ---- - .1 (FOR DETAILS SEE SHEET C2) s 0+00.00 SW LINCOLN AVE --'-- - - ------ "- - - - I R=is.tm• 5+45.64,-22'L SW COMMERCIAL ST-j +' L-25.17' 4 _(5+50.16 CURB FL) s.W- -aw- - --s«-- - s.r- -s�+ - O RECONST.ASPHALT DRIVEWAY WITH C8 N84r PERVIOUS DRIVEWAY CONC.AS SHOWN CB=N84°59'�5'E EG= 165.20 (FOR DETAILS SEE SHEET C2) (MATCH EXTG) 4 O7 STA 4+34.62,14.1'L CONST.CLEANOUT INSTALL 10"PVC C900-96' FOR DETAILS SEE SHEET D2) 172 SIDEWALK PROFILE MATCHES TOP OF CURB PROFILE AND SLOPE 1.5%TOWARDS FACE OF CUP B i72 O STA 5+08.70, 19-L CONST.12"x 12"FLAT AREA DRAIN e N 00 LEGEND (FOR DETAIL SEE SHEET D2) o a m ,d INSTALL 6"PVC C900-4' o ,10 ID r'4 °m ^ -——- DAYLIGHT LINE CONNECT W/INSERTA TEE SAWCUT LINE ( ) v O� a vi O - .,_. FOR DETAIL SEE SHET D3 a m �+ Or' n (------ -PERVIOUS CONCRETE SIDEWALK(4"THICK) Ln 10 Ln u Q a, ou o L I O9 RECONST.EXTG G1 INLET AND INSTALL 3 ", v 1 n 3i + SOLID LID FLUSH WITH SIDEWALK. LID N N ra 3 PROPOSED TOP OF CURB u ^ r+ ~ A� PERVIOUS CONCRETE DRIVEWAY(6"THICK) m in a + n SHALL BE TRAFFIC RATED,TEXTURED AND SIDEWALK PROFILE I 3^ a a 168 - '^ ^ 168 GRAVEL DRIVEWAY (DIAMOND PLATE OR EQUAL)AND PROPOSED CURB Ln LL GALVANIZED COATED WITH 3/4"PICK FL PROFILE HOLE .Soo INSTALL NEW MULTIPLE MAILBOX EG 2'RT SUPPORT AND RELOCATE EXTG. - --_--- _--- ytt __ MAILBOX/NEWSPAPER BOX(ES)TO NEW SUPPORT-I EA. POTHOLE EXTG 4"ABS ROOF - l _ 0'56% -- -N (FOR DETAIL SEE SHEET D2) DRAIN FOR RECONNECTION EG 164 164it RELOCATE EXTG.SIGN-1 EA. EXTG CATCH BASIN (FOR DETAIL SEE SHEET D1) NEW ADA RAMP (4+34.62,14.1•L) 12 STA 4+42 RECONNECT EXTG.SERVICE CLEANOUT 10"PVC C900 LINE 1 EA. RIM-166.41 95,79._ IE OUT-163.56(10"SE) S_�.5p06 BTM=163.56 95.79LF O S=1.50°!0 (5+30.40,15.6-L) 6-INCH CONNECTION EXTG.CB 160 W/INSERTA TEE GR=164.92 160 IEIN=162.12(10"NW) BTM q 161.67 CLASS B BACKFILL 3/4„-0" � 8 156 _i__— _ 156 3+20 3+60 4+00 4+40 4+80 5+20 5+60 6+00 6+40 CURB FL&TC PROFILE SCALE: 1" = 20' HORZ d 1" = 2'VERT a s �pED P R OI, Res "'GIN fF�S%y Revisions and Addendums ENGINEERING DVISION SHEET 1 �RE6D9� y� �`� Description Date No. B PUBLIC CES�NW COMMERCIAL STREET SIDEWALK C6 R rIE�/ IJ115 S.W. HALL BLVD. 6 4 'l Tr.ARD, OREGON 9722) OF } 20 10 0 20 RENEWS:8(30118 -rig rd,00rcr4>n 97223 VOICE. SOJ-6J9-�171AND e l FAX 503-61.GOV STAL3 N 0 TOS AF 5+50 9 503.968.6655 wmw.cesna�.com 1 WWW.TIG4RD-OR.GOV FILE NO THIS DRAWING IS FULL SIZE WHEN 22"X 34"OR IS REDUCED TO HALF SCALE WHEN 11"X 17" DESIGN: ARWI DRAWN: ASM I CHECK: ARW I PROJ.NO:CIP 95049 I BID ON: 06 2012017 CES 3204 NOTES "(vP r^JRTHER INFORMATION - -- t. '..',NEN RAINFALL•40 RG OFF°CFA1R/O.ILV WSPECtl"OF THE EROSION AND SFAIENT COVIPOL9 ANO DISCKAR°E OUTFALLS NUS I BE PFSMDM MAY BE USED SNORT TERM /[- _- - - arS!WN Owl%NGVAkTKAA"ANA EKPEF"[WFR IN TM PRMCIPLES.PMCTCES.MRTALUTION AND MNNTENAN(,E Cl ER091UN AW SFCALNNT 014 RESIGN'.'R(IERA TEE - G(NTRXS WIND YL'ONS FOR THE PERALITTEE. ::iA?TEF.4 Y CLEAN YJATFR W/UTILITY WORN AND W/ i �•� , S#WrCES EROS*N PPTVErrTPV PHASING OF DEVELOPMENT 2 COMTMJCnON ACTNRES RUST AVOID OR mowF Ex(AVATIOrlA CFNAT"OF RARE GROUND FRCU OCTOBER ITMNOUGFNMAY MFAp1YFAIL i AN11 SEDNENT CONTROL --+MANNQr.AND-?SJ.:N MNNLIAI I - -' 1"REBAR FOR ELK REMOVAL ] Will WITWEATKR�'EINt10,TDA'ONARV STVIIZAlCN OF TIE 411 MJSTOCCun AT INE ENDfi W.MEN DAY. ' 4 SEDIMENT CONTROLS%RWK INSTALLEOAMUMANT.VEDCN ALL OQMAtigADENT SCE90F t)ENI CONSTCTNIN11"EATALL TINES DURING CONSTRUCTION.TINY W AT IEMAM N PI ACF UNTIL PERMANMJT VEGETATTOH OR OTHER PERMANENT GOVERNG OF EXPOSED SOIL IS FBl,1li1lED. s ALL ACTIVE,NLETS TA JiT NAVE beGiMENT CONTROLS FIVALLED AND MA TN/ED AT ALL IWS DURING CEARITRUCTION UNLESS OAEFMASC % CATCH BASIN CRATE. APPROVED ASuEeACE MOIx'IM AND ATTALNNLE.U-SNWPE'D FLLitR SAG IS PEO,*ED FORNA CURB INLET CATCH BASINS 1 / • \-� - -' -�.• A SICNXWANT AMOLN"S OF SEONAENT V NCH LtAVES THE SITE MUST RE GLEAMED UP YWrFFN 24 HOURS ANO PLACED RACK ON THE ERE AND ST AIMM OP PROPERLY DTII p.it*CAUSE OF THE SEpWB1T RELEASE MIST BE FOUND ANA PRNI:NTED I ROM r'ALWNG A REGURREMX OF TIE \ Q�\ _ r CNAARGI` REOUr1ED TAW 4 MOMS.�IWSTREAN C.FAN UP OF SEO 1!NT BTM I St IMEc(NBEp A(Y:(Xtp"LD TO TIE LWOnN°FPMTMEM FRANC T. SfLYIEh i MIST NOT BE INTPITN1NALLv WAIN4i0 N IO MFENM.E PS.DRAINAGE NAYS M M Tte EOOES. I r i a 9FD4iNi YIST SE ROAPJEO ERIN®1410 ALL SEDMERR CONRROI NFA9AE31\1EN R IMF RFALTEU A LIENOR OF I'3RD THE LLNWIrER HEgNT, _ I ryy CATCH BASI� :I I AMD PRMm THE CONTROL MEASURES REUVML. AREA DRAIN - ) Y. CLFANNO OF ALL STRUCTURES W1r1i^UMFS MUST OCQIR IMEN'.ESEDLLEM RETENTION CAFACITV Iµ7 REEH REG:ED BY SSK AM AT IF CATCH BASIN ANY UN ANOXIC OR T .�\ EXPANSION RESTRAINT I IO ANY USB a TOXIC OR OT1E111µi11RDOIA NATN+WS MIST INCLUDE PROPER STORAGE APELICA}ION.AND DISPOSAL. 1 M PERMITTEE MUST P1gPOkY MANAGE HAZARDOUS YMSIES.USED OE A OONTALNNATED SOLS COM1tx TE WA6IE.SANITAR,WASTE-LKKOD ���1 .,ant OR pRrdl TOMO SL413TAFNCC9 DSCOVCREO M:EIERATEO GICONSTMICT'UN i FLOW N APPLICATION RATE OFFEMTXLI. TOSTOACESTABLM.JWT trONMUST iOLLOW MAMJFACTIxER1 NE[YXAMERAATIOMS. \ � NUTRlNT REIEA4ab FROM FERRREn9 TO SIII.AF F WATERS MIl3T eE A!►aAWFD.TAE NELENLSfFFNFTII KERSSKIIAD BE lHP9 AIA C.AIE 7iIOlAD •••�` BE N"L.E W APPLCATION OF FERMtIIRS WIIHN ANY MINSTER WAT P.VYJaAR ZONE ,TC P V PIPES ! OMIEA CM DESIGNATED PPRBOM SNAIL HE RESPON3 WJ F01 MMR INSTALLATION AND MANTP E O ALL!WKCN ARU SEGMENT CONTRIN i FLCW I ' IRh•L1RES.IM Accurm u.cs wlTHQx+RENT CLFNI RIF STAWXW401 AND STATE AND FEDERAL REGULATIONS, WL'Bi 801101 - ,. .• ::; `•, I OWFtLYDERI"TE V NANTAM TIEDELNFATIOIi Fti11THEFD NOC THE PROJECT '~--- 1 • 14. PRIOR TOANYLANDOWURB.NGACMMES.TIE SOMDUtISOr TFE QENYNOL%aiS.VSOETATEDBIATITIS.RA ANT SlN91TIVE AIEAR FINOWNa / CLE PUN 71MLL e1 CLEAIILY CELINUr10 N TM AICA NT 83 LIE TION OR THE DU ATOS -M REPW TIED rKVOND lE • NOIR:VFGP.TAlFO L:(xtROfM31O SE DEL INFAFED'MTN ORAN(IF fbNSTMx TION PENCE OR APPROV OCOJX_ j �y_-`J�• i I tl PRCR TO ANY l.MO DSFLRSNG ACTNITXS,THF.BIP6 TFMT"----DAW.OIIAVfl C-OATMJCTgN ENmµf,E.I'EPAETER!NYKAE.Ni PLAN VIEW _ __ CONTROL,AND NEST PROTECTION THESE RMPIIWFST IN AIKEO PCA THUD RATMINOF THE PROJECT. urs DITCH INLET PLAN VIEW 2"X2"XX RUBBER BLOCKS i x "I"ARE ASICENT11"OM TIE PLAN ORA34PECIFIED B�EJE&IUI EPLACE NO NGN*1N15FPiF SEER LRT:THE TYPED nPOMlMTM ESfX SEkU IN 6. � 1tk 17. INTER.TIOMTR11PgMMRELrAOtOtPANBPORTSAnJRATEDSOESFROLrHFGOfmuCiK)ISITE.ANAPPILOVEDEtXV SNrStOLIRAW ON",OIL1L POLYPROPLENE I Ti!SOL aN 717E ATA 1)!]KNNA'1D 1p1iAT10N USING APTQOPRAtE E.ER.SIL MJSt iA DRA91F-p SVFFK'IQ1/iY FtN MPIANL SP9LAOE e" 5"-erlOG of begs FILTER SACK(WOVEN) I IB ALL PUMPING OF SEDIMENT LAOHI WATER MIT RE OSOWKR@D OVER AN tNOI"_.SED.PREFFRABLY WGI!TATEO Mw AREA.AND n4aDLKA SEC.MNT 1111 LRGIT aw E.rILTPR Bl. -- - 11.. DDITiONAL MEASURES MUST BE Fa L/E PLAN!AN APSE BE KNT OISRN E L MEA7al WES OWI THE PLAN YUST LIE N .WD AFlBIFCPERLY TO S AE TMT SEDIMENT`LAOEN'NATER ! l CONSIDERED DEPENDING ON SOIL DL**NOT FNTFR A SURFACE WHITER SYSTEK ROADVAV.OR BATHER PROPERT111 TYPES. WOVEN POLYPROPLENE SACK I 70. TIE CRC FSASI IREB•..1NONN GM TMS aAir ARE THE iANKAAt REoIAHFILNA EOR AINrX. TEC SITE CoNpmONS.DU INn THE Gr1NSTAUCTKMI li 2. 810-FILTER BAGS SHOULD BE P5MIGp.T1E5E MEASURES S/N1A 11E UPO ADFD AB IEECED TG AMY AN CDwIIANCF WIT i M1 RE(AAPt U 1. STAKED WHERE APPLICABLE USING 21, W/uTTEN[sC LO(.,"'AIi[suG4'F1TED 10 RF AaANtAINF.UNONS!TE AND 4VAAAaIE TO OISIRCTINLlPECTOMLPON Rfp1EST. PROFILE (2)1"X•1'WOODEN STAKES OR 22 IN AREAS SUBJECT TO WIND E40I APPROPRAtE MAP'MIST/E USED WNCH WY PCLWE TW APPLICATION OF FIVE WATER SPfµVRp q N'C M OTHER Ai`TRN SNLFTTRO,U CHNo,ON NED MI APPROVED EQUAL PER BAG. NOTEM FOR FURTHER BFDRMATION n AVL UW(`SEDSC*3A1AT EE CMERPDDMPIG NPTA ATHERPEHOD t FOR FURTHER INFORMATION RECESSED CURB INLET CATCH BOSONS ON DESIGN CRITERIA SEE NOTES: 3. WHEN USING 30°810-BAGS TO ON DESIGN CRITERIA SEE MUST BE BLOCKED WHEN USING FILTER CHAPTER 4 CLF CLEAN WATER ' I. STAKING OF BAGS REOIALIa USING(2)I°X2"WOOD STAKES OR APPROVED EQUAL.PER BAD. PROTECT A CATCH BASIN YOU MUST CHAPTER 4 OF CLEAN WATER FABRIC INLET SACKS.SIZE OF FILTER SERVICES EROSION PREVENTION I 2. SURFACE MUST BE SMOOTH BEFORE APPLICATION. HAS 4 BAGS AND THEY SHALL BE SERVICES EROSION PREVENTION FABRIC INLET SACKS TO BE DETERMINED AND SEDIMENT CONTROL � 3. CHECK DAYS CAM BE CONSTRUCTED USING STRAW WATTLES OR OTHER MAIIItuLS AS APPROVEAND SEDIMII CONTROL D BY 751E DISTRICT OR CITY. OVERLAPPED BY 6•. PLANNING AND DESIGN MANUAL. I BY MANUFACTURER. PLANING AND DESIGN MANUAL. I I I CHECK DAM INLET PROTECTIONINLET PROTECTION BIO-FiLTER BAG C9eanWaber Services TYPE 4 CleanWt;;?'Services TYPE 5 Cle2nw4;;?_ServiceS STANDARD EROSION CONTROL NOTES i RI4.T. FOR SITES LESS THAN 1 ACRE Clcan"CT .SeiV1CeS DRAvr;NC N0,845 LENSED I2-06 DRAWING NO.915 REVISED 12-0e DRAWING N0. 320 REV6LD 12-0e I I OOT e_wnm4N 4 0e.r. GENERAL SIGNING NOTES' MUTCO TABLE 70.?RECOMMENDED M ANNUM LETTER HEIGHTS ON STREET NINE SIGNS i)Contractor shad supply and instal at signs,and is responsrb(e for staking sign ADcations and obtainin utility r ar EFmRW and.d Mir KW L.Nv NRp" locates hx slaked sign locations.Signs shag be located per tygwa'sign location or as shown on plans. +P° M°1e a g T)ye or BeM.t a REaA•n sp.ea rAnx esW IAgYN _iktl.�U r Cas. UPR.CLEF -A- OveWrw N ryp.. N 31.W L-ft 24 kW11w 12*W w- a kith-- 2)Al sgvV shat contarm to the Atarwd an L'ndorm Traft Control Dew ces and dire Countys Pwmww* pow MUMrrEa -_.-&"-I" Mon.n-49 ASN to kKnw 8 bwm a E1aRR Signing Legend. PoW, JVFN AIVIe.I- LORI TM 40 AWN 12 k1dm sh m. 1a kIOIw 3/4-R-� 6" /r-EDGE 4)Posts-A mirvmum of tin x tin x 10 R gatvanwed'Urlistnrt Telespar or 12 gage perforated posts or Poor McNaird 2-L- N spe.e LAew 12 hklwl a kw_1 A'$kid"' __ 4•I D PVC,:/e•Wall Thickrvnss approved equivalent shah be used.Sign combination and myNa wrl sign moaft height shay detemxne post --------- Ieno.Sign posts and a xhors shay be installed per'Typical Sigel hrs�fion DeW No other type d posf •ort WAN Upar,sae.La we And 3.LATILI s2aMPN a+Lnla r d LIFaI _ _.sign PDA!MChoF Sleeve e•Du SfWo•iw..UMW.And J'r Om-7s.ftnaLmllI AR•1'B.USAd. 6 5" --�_ ilRAINAGF BLOCKCUT _.SignPoRLAwhN shah be usedwlesspriorapprwatofthecounty7ralrxErgaServsobtained. •onoN.wtrinIRnlwsv.arerram,saNt s«..ARNvsWyDoUFresgnsr.. ij LIM.TrMPrrk L.ym.A v.NrupP.r�...mcLaR.ca.ELanelMareFu.«R - 4 r -) I.D. SCHEDULE 30 sy Post ,t T •')Wv(ABS OR PVC) 6)Slgrgngmaferial r , I)so.NH.Resg's -�'- �E lV/GOUT'!INt I+ A)MnirlumnNroeR le r r,1 AIR.sLae oraMsnsoanOErroKer x,wwnw.aNFwnnAc MwsM ryoPKM 77 sqn Post ° 1 r-sunxe F;RLsr.Pd Grace edivdy vets shah meet MUTCD table 2A-3 SW Ta&r St P-7 C) ----- `�N• N • 16_ sign Post AnLTIa a 2. BJ MinirrN/m sheeting type shag be ASTM NI I'rismatic 'Z TT r(saf)A4e.=°z?.'xbe mMny mortltMlwl-et-sq, - ---- C)Fluorescent yeNow green shah be used/a sd)od related signs Sw 90 M Ave r , s)saver,o R PSM k oOR 1 eFM For a d Rama wr. x Re«,a n r D..q ° 1 IhI DeeF>C'aet O n (� O . 0)Aar mn,Kw s6var e. R.r/Oe IIw(1)WK*V K.t tnnlnE a .Iv v+and Jr kV V lose LYdb a1M'XAVn tNW! a'r.D.Pvc sleeve L- `y"' Q 00� o spnPost AnC7x5Teer! SW Taylor St rr q EiLwMFd:.:ti„N,gNRmLbe onI,(I)mEdenaarmsmMd,.nP.r KaiANr r-(- doe,API tper,.�,adaFL 41 ° PERMANENT SIGNING L ECEND ZT FJ PnIEW d�L-d•afOWN-VTOL o ° RNWnrnAT E.T&V Sign(N) saR.srpl s'rrOak a sw 90th Ave-j IrI ore s�4E:wer r Callas To Subgrade ° '--N••••••Aby Kill r _J_ SrA6M4 wPK arts lo..Ml caw L'M'T Remove Existing Sign(N)And(M)Sgn sRppoR SRpWr3.K rw w_A::&,Avel Mme a1 bee,-keen -L..r• 6)A7~naTKI W,FDi aAJdrS4'FWFoA 9W W ce WA.611kd. r• c I D NO7F�: 01. Install New sivl(til - 'TDrAe sw Ta for sl H1 CalKran a:0rerelae.MelAUTCD NN.rA I..ICT ANE.sNLvaFDTa' COMPACTED_UBGRADE o 0 y r: NOTES: D Fill with CoRwalted Sand. 4re=AreeW IOgom Lr-taw, *-Way NOTES: ° ®RIstaA Nav,Sign(N)On New(MI SSR SUnpM - f O 2.NI Dimensions Am in Inche.. �/ \, - SW �� Ave • . O O C' ANIdd Sh-2%'.214'.IrNM.P 'AT,':B .,'_ANT$' J.For Sign Installation In Hare Surfaces Such RNr Remove And Sava EAstingi Sgn(Nl -j ArIe imlor of Par aVR��I ComentArlrAv r,L x7Y,Je'Nlwp A. TO BE PROViDEi): G Remove And SFvr E.dsMg Sign(N)And �\ ti ANNrlN 1IN.AtiM7 1)AT EACH POINT OF TANGCNCY OF THE CURB. ----� - ° Carncrete As AsphalFa Roads�Raraeoe Arid PNMtans/Islarws *Remtxe(AQ SJpr15upport .\ __rT"ral sees won.syn 2)AT EACH COLD JOINT. o And Sidewalks. ®RBnaYe And Sar@ EAIkV Sign(N)And nNRr xr rra.P A aaL:vAes.I 3)AT EACH SIDE.OF INLET STRUCTURES. ° hNMAMbn Fa (M)sgn foPP� I " m�e•vINaN"„ ! eeµr SRN d)AT EACH END OF DRIVEWAYS. 4.During Coria uctim,Prior To Lnsta"The ! i p G O AMntaln And RtXect Exi S' S u' Signs,Install A PNq Into Or A COP onto •ting Sign(N)And SLIprnA 5)AT LOCATIONS NECESSAZY TO LIMIT SPACING TO 45 FEE i. o The Tap Of The PVC$r.eYe To Keep Debra ( O OUT Or The sleeve. O RsklstaE EmVV Sgt(N) �d9r S I/ 2. TRAVERSE EXPANSION MATERIAL TO RE PRE-MOLDED NION'-EXTRUDED MATERI'.L. o s.See Drawing6510,Pern entSign" ®R.k*WExmWVSgn(N)OnNew(M)SWSupport rro4-a strxTrrr M{FF I PE�d for CROSS WERSE Tql/ WIT}!A MINUMUM THICKNESS OF 1/2"AND$FTSE L COVER FNTIRE CROSS o Legend,For The OMaus Of The skin Post / LAi)eRAeF f✓` SEC I'LY4 OF CONCRETE ° Anchor As7embry. R**W Ex/sling Syn(N)And(M)sign Support ! Fbr- 3. TRAVERSE CONTRACTION DINTS 10 3E SPACED NOT MOLL THAN 15 FEET APART ° ®bmfollSIN.•sp M (N)ARekwW(M)SignSuppo �^+ t \A17H A DFPTH OF A-!FAST ONE FC„RTII Of THF.CROSS SECTIONAL ARCA. ° �RIN.iDYaEdaxngSgn(N/And ,'` '1ntBW Stine T EV-40V(M)sign SuPpo � �-sd Tn. ��tiC P ROF fS 4. CONCRETE BREAWNG STRENGTH TO BE 3000 OSI AFTER 28 DAYS N=Sig.Numbar \y1 GIN S� M•Mail" TYPICAL SIGNINSTALLATION � TEE NMR_',jE TON Nr3 � 5. DRAINAGE ACCESS THROUGH NNW CURBS SIAL_BE PACED A LAIN. OF 2 FEET A4aferMd:S a PNFnb,.w Sp-Birsa karey SAee1 T AND MAY. OF 3 FEET FROM PROPERTY'.INFS(S-L NOT'= 5 STD DFTA:L h0. 126 SF.Sigrw Pae SralrNew swd amv 7YPIICAt SIGN ICCwTICNS St•stainless Steer CJemp CLI S~UgN d0 4 r N� GON 6. FOR$UBD!VISIONS AN"S•FOR SANITARY ANO A"C"FOR STORM GRAIN SHAM_ 1`0 .9 .n7- $0 � BE STAMPED ON T•J. tr.p Cr TIC CU'75 ABOVE 'INF a-- c_ _ y� (Iry26.1� WASHINGTON COUNTY SIGN POST INSTALL IN P.C. AdIIJ6 WASHINGTON COUNTY WASHINGTON COUNTY IT Arwo4B n DEPARTMENT OF LAND USE 6 OKARTMENT OF LAND USE 6 DEPARTMENT OF LAND USE B R cm t FrcAw No ICAJE CONCRETE OR ASPHALT PERMANENT SIGNING LEGEND STREET NAME SIGNSTRANSPORTATION TRANSPORTATION TRANSPORTATIONRENEWS-613(Y18 cMN'JMEI A,fT014•P.E, c� �/�iS 1 ANDARD perENGINEERING SECTION ENGINEERING SECTION ENG[NEER(NG SECRON -- _.PLAT STAMP:02/24/11 3:J9P KEiLvE EPFELTiVE DATE: WASH.1.0.A PLOT STAMP:OJ/1J/it 6:OOP NIILYE EFFERIVE DATE: OD.a PLOT STAMP:OJ 1J/14 J:S7P IQiLYEEFFECTIVEDATEWASH.CO.A�Y� JAM1ALxT lou CURB 1 2OLID:60so.ow6 3/18/2011 6050 CAD:85ID.OWG 3/13/14 6510 CAD;651LDWG/ 3/13/14 6511 J VOICA 1w441E41n EAL W M->1N NM.wrl N■ PUBENGLIC ERINGWORK DEPARVISICIN COMMERCIAL STREET SIDEWALK SHEET PUBLIC W(]itfLS DEPARTMENT film IN NeL am D1 nam acpve Brae mm scs-ax-4Rlr- 30J-424-07W FILE NO THIS DRAWING IS FULL SIZE WHEN 22"X 34"OR IS REDUCED TO HALF SCALE WHEN 11"X 17" `�" IM.noro-RoV DETAILS CES 3204 - --••ra• -f V•LOC _ See nearepaper IsmMaIIE°r.sblaaor(a) XON Detail B -molral dew(See pen.note-n P Direeft of tre,*I 1 d velMtls —_- 1 Cang81 verlahle a/^ a no`gip .'dfi s I'y'pAN Iee.e PLAN e«ew NMw , ri enurto is E See Dtail A _ box Pav+fq(Also sato7� ¢N�wvapapw a general note 31 FkIM ode — I See Derail A-- s 2% I 4 __.__ —.__.___- ,._. _4 � y i A l� r T 55:1 a T 1St x(Azeo see F� 1 ._..Tr O.D Nin wan I I Enga of t•Irv+,faA w -_- 43S•rod.t ♦0 loaned bubo - I[I Comm DAM Angle Mallet n(NBe I S s f i glmgrade \` ey. `A e1 mel wipe d ehkk pa�'mpd arlpPonktSm gen.nl note 4) suPGlierf wvboX 2'O D rMn waN =(OOBB`was tMm.) ISOs gen.,rob 7) F Direction of tr5'red's- (conerlift COINSate gerwal rhol.q K'Sr.X ah' I i TABLE A Concre,s cola (O�0B3w- a 1 bt�mr`) SECTION A-A CURBED psi n.toll.(z rge.) 1 v Loc FosT wcwon usE aYwr 4v-L«- OX SERVICE OUT SECTION R va.oe TION .,� *` ,.�°.` pouenchor PLACEMENT _ —1 �E I pots a dtor T fseeee g�o<ler�ifwiow O P�a calor at.k.o Ac r a, j t Iso l L.. -03 hoop v:dta hob-- ((OrTJt hoop vAhen 4 2'O D.thin w� 1 "'t 'r 7• zt W ria.hole —� g (I each wing) 2'-0•V.Loc Pont O1 formed tib. A11°r� COrlCrel. FAf.bat YfteWreforr(q A4allbox Yao.aatwnhl Fuld dr1.as Wk 1 Isocho,b used wAh k-wile Be lad- / - reclumd ArTgle leg L--.-__ concrete dNKI 0 OB3'wallll Rlldr.) a r x"� ra z'd r ((Ors ham oPnift Sr"' - N desirable FRONT 2,V.2'q'. SIDE r PON to, t5 itC tat' mYL min �PsN�.1 -0•ate c 6+�.044M Z 01^w c.a+M aKha a Isar a y� see o HIS leg sAl.stal of a erns concrete perrerel Hole• PAd. _ 2 3 hoopdde canwulismset mar ceo'a wdaann>tm a•r s.w p.nv.el nae of sy Edge t d uawled way way t0' N'tWepIo 9'radkn cor-et.rbllar SIDE FAge M hs' ne FRONT SIDE ,arw POST MOUNTING SOCKET SINGLE SUPPORT 4-Dirodkm u,trout W,pag Npp 1l f.OV-cl m M tr" CONCRETE COLLAR (See general note•q GENERAL NOTES FOR ALL DETAILS: LBOX SERVICE TURNOUT AFTER APPROACH MAILBOX SERVICE TURNOUT BEFORE APP CH SUPPORT SPACING - I.�coU eoils to W parallel M harfic flow for size 2 marerov mounted on MULTIPLE SUPPORT (Supports s staJmd(Sizes 16 I'i1 maltbo.ee or 4 large IS+ze 2)"Iboxe) 2 As hobs n the tube support frame are to be VO&Illsd by ore man fAcluter. die X%'001v boll 3 Size 2 mailbox,neared on a multiple Support rerakree 2 tach?i.•dr..s 14.9w.boss 'A'd19.pWv wYhMa✓<reAe wial lock washers DIM nuts b M e&Me a• L Hove bp�t wNh -+-- - - K'Ae paN. The umt wx Nun hot to pars t me rnarrrd basket. t%• i� {xk wafhas S '/.' .tiv7 bat wen hlrrre Se.Dam A, 4 snob c wmechore to attach b IM bmrd tube support GENERAL NpTFS FOR ALL CETAILS: 9 6• nuts IOdI araSn.r9 6 'A'de X 1 W pW V dome whilatift. I At holes n cote mb w hams ace to be orom led ".mnrnAacnaer h', bB• t "Ift 4.Prv.Tde hatuta moa aerrl ashy d the,efovn»g mnde°rha BSIst hn+Xb i lock washers Won+ M I.�-4`(s'-°•I �\ 3i•� L _ a)-he.,.Pared m Tads A _ p�..y bl wfhen rrXaJ'red Dy pAle'pr Plahf 2 0inM PrpP`arN'f MOduC4 ivaaable e9 lls,ed n GDGT9��L 17 —.- NOTE:Single support C)as drected q the Engin 2'r 7 X SY X 4' regllYee der.law pp Concrete collar.when required.to be poured m place MrV V Loc Poel anchor hes ua of 3 For r fiber Support details.see SW Drg PD;00 :! t� �• �... M.We argb 8 for each one I.Cibn been Irmakd'even ars plumb.too not eXca late below bottom M V.Loc Post ancna. rs■ A. ADAPTOR PLATE y. Nngle r X 4'X u•X 4•MAI. wet wp bd1 alrxirnere m h t.0 "ame Care shall be akm Net r oonLYate Is DIAoed wit".nchor 4 For e (14 ga) O I 1 u• / a other propailtary products wadable as Laved m OOOT s OPL ppnTrJ aXa+s,ew Ste.Drp RD r,s. JS.F«n.ue' lnstalk,Elon l«aepna,see std.trot.Roto,and protect plans. ,k'aa.noes 2'i- s. a N+9�,.x 71' ��r+Msa aupport� xn Xw 3' a ego. 7.Far Nerrgleper Bm Mounting Detail,see Sid.Drg.R0101 qj kb amts .(M sheA be 42'nanhN.n eas.ed from venkN soups support w '`�- .4 s. nuyr cin stns.be 4r nom,al,measuredham veNcle dr;.'np s,,.faca.DETAIL A c.noF o.----!VA___- r.•4raa.I.TrWrl rlAµzols oor4ar�aPaDah P�dtr b011pn f1101+Mkrp ' NlL27 NN-,01 I Aaemab MAiocvhnn rr1.T .Am.n.d.w.w•+.••hro✓•aI h"�..rar�+rae.•. oafs In braeMd to whim 2• Nrrn- uCOR b' LI cwv..s.•.r.•tv 4,SIZE 1 8 1'4 ""'fn spec od / . - Flea ads ba+om roaming rocs s The serecrlon and use n/M1r 3•wide - r bracket to mach rwwep.VW tops The sekctan and use of Mrs OREGON STANDARD DRAWINGS O. O MOUNTING BRACKET I wh1 Standard OrOREGON STANDARD DRAWINGS awrngl, N de-� ^"ahrrw'hg bracket S.axe box to broiled butt•%dla.+W Standard Oriwlnq,MAI/#do- 0 8 r(18 qa') signedot accor rdance wiw Mus.10M gcarnage loci welt a el.and TOP VIEW SIDE VIEW sgned in accordance with Hua FArnoer of erns a Hobe torte ge,wady accepted engbleer- MAILBOX SUPPORT field detwrnirwd generally aaepted engineer- MAILBOX z A W� ©` plot(aw'a0.d ro I m Ing ponrnples and practices. 70 !ng odiK4o4s and practices• INSTALLATION 17 t 1L' 5' ✓ is the sole rcsPonribnlary or p /s the sok responslblAry o/ C) O g0w. used w/tho n cons/uh J useld wlrhow consulting� _— not be zots o NEWSPAPER BOX NEWSPAPER BOX 2015 �r.dia.It?,V boa Mgt . -_ MOUNTING DETAIL MOUNTING BRACKET DETAIL wAodcahg not - SIZE � Registered Prolessloru/fn- «""'h "1e'0""`" (14 gr7) Registered ProNssanal En- MOUNTING BRACKET(18 ga.) WITH ADAPTOR PLATE(14 gaDETAIL B gmeer. - _ _ gnneer. -'_`---- .) - --- -- Effective Date:June 1,2017-November 30,2017 RD100 Effective Date:June 1,2017-November 30,2017 RD101 As required in typical sections STOP SIGN f OCATION Off (INSTALL 4"PVC SLEEVE. UNTIL CROSSWALK _ --- - --of of construction _ Street PERMANENT SIGN INSTALLATION) % ;TR!FIN plans Area / Area +. Pc/P T �- 1' T-cut see O T j J/4'SouaRE Surfacing r2',' note SIDEWALK / f A A B CURBSIDE v j To soilor as I f 11P ST NDARD CAST 0001 CONCRETE COLLAR directed Bose Material ! qN + DRAAaRHG No`°e" sTANDARo Y.M+xE L'A o A-17 i f atADE RING IN fRAFirc APPLICAnf*%) o n I u' TRUNCATED DOME s " �_ D U 0❑ Q o a s DETAIL 3i 4 - - . .'A H a Cl a Y t I -0 /� '` rimsH GRADE ... 111 a I ��' (AiPNAIT.CONrsPETF..CR JrNERj _ i WA 1ERRlar1 PIPE PLUG D z y .� 5 I, stir STOPS rQ 7/8'--- M •-' r JP�� - wAT[RPGHT THREADED x >w+-'E ® ® 0 �P --EXPANSION .,li.'- CAR As APPRoscD sr W C_ °d r'j Q v' LOCK aNRtsdCTON ._- 11 %c'ti ® ® ® IPO� cc, J(:INf(T'!P'. - ,^ '-'I �°E gCi C 4 2'WIN.aEARArwE t PRdHOF s/._o tsar I T B• SECTION B-B y 7 ® ® ® a •. §: A UFA YGY Or e' - -- w J PC/Pr 1 - AacuND uEANarr 2 2 CL MIN CL crat ' c a n at I- ovDE I/2-GAP(MAS.) -- > y BETWEN CLEANOUT PX'E I_ r p n\U RAMP TEXTURE AND GROUT MMAR Q PATTERN DETAIL PLAN MEW A-A 6" Min bedding --- yr below outside of 6. 6 pipe bell 3/4" - O" MIN MIN a' a' s' _ crushed aggregate !� I - lz:t_y n"ALLEN HEAD oars - 1'LONG RECESSED. 2 ALL PERMANENT(x..F.ANOL'Tj TO HAVE f1(>;T DOM COIF-RS. 6� }.MATERIAL SHALL PE:FAT 2' Min Trench \%\\�// ��,C�<�� � '` � / - �-. , -1. / foundation 4'P.C. CONCRETE J °° °°° o o° ^,AST-IRON.ASTM A-48. - °a oQo p stabilization I a°0o, CLnSs.SO If required 2" 3/4"-0" AGG. HASEROCK .o n o.no°ooa 0-4 COHCRE n-FNCAstn BOTTOM EIF LUT,: Ess, 3i4-e FOR PLASTIC WW 3/4-d SECTION A-A �EOPROor NOTE. W* I 'ONCRETE SHALL ATTAIN A MINIMUM COMHRLSSIVE STRFNGTH OF 3000 P.S.I. IN 28 DAYS. v �G1NfF O� 1. V T-CUT FOR PIPE ONLY PROJECTS. NOTE: 2 CONR:ACTION JOINTS SHALL BE SCRIBED .3;4"DEEP AND RAMP PANELS SHALI BE UE +� DETAIL 2. JOINTS TO BE TACK AND SANDED. EDGED ON 4 SIDES, 1.CONCRETE ENCASE EWIRE WYE SLCIION AND 4b'BEND IF CONCRETE PIPE. 3. EXPANSION JOINTS SHALL BE 1/2"ASPHALI IMPREGNATED MATERIAL OR EQUAL. 2 STAND POPE TO BL SAME ytL AS MAINLINE UP To AND INCLUDING a'PIPE. 3. SAWCUT SHALL BE TACK COATED WITH BITUMINUS ASPHALT EMULSION. vANLINE,BEATER THAN 8'SHALL HAVE A e'STANDPIPE, 4, SURFACE SHALL HAVE .A MEDIUM BROOM FINISH WITH TROWLED EDGLS ON ALL SIDE`. ,9 11 OON� � 55.. COLOSTOF D DETAIL AREA SHALL BE COLONIAL RED OR AS -%PDRO'✓F�RY FNCINLER I.r"ot,n,,.,Rn Nps NO SCALE STANDARD CLEANOUT CLEANOUT FRAME oar-1. MICHAEL A.STONE•I.E. IMUNDITN UICIAWL A 9TOIE. .G RENEWS 8130/19 a pa�,mnP r, TRENCH DYX.HD a .axp..r>aN WHEELCHAIR RAMP Del No. nor �� AND COVER Clean��ater Services ■` ruwx:wXn mseAXTYi".•r °1Y°'am ■ nnrrc a011aa oarAarfrFNT °i1•O1a� REMSEU(/1-13 - Mlzs.s.N.u.cx•o. uw s.w.HAu asys. DRAWING NO.500 bRAINNG NO. 510 TIpAaP.o.snPv,:1h JANUARY 2015 BACKFILL �80 T,cAAm.ne.nX..rzn JAM1ARy 2d,s STANDARD CORNER 128 - . TAX, n.».N.m !AL Inn w`T=.r nrlho.a art PAI.r'Aa u.nn nvrhor.k wx ENGINEERING GN PUBLIC WORKS pEPADEPAATs,ENT COMMERCIAL STREET SIDEWALK SHEET 1JI23 S.W.NVL OEM D2 rr.m°mares n 9r22J VOICE 3ots-60-4171M 503-421"M FILE NO THIS DRAWING IS FULL SIZE WHEN 22"X 34"OR 15 REDUCED TO HALF SCALE WHEN 11"X 17" ■eMnCARD-Q1T.W10 DETAILS CES 320 1.PVC NUB SMALL CCNFOWl TO ASTM 3034,SOR 35 DRIVE INTO CENTER OF RUBBER SLEEVE AFTER SLEEVE IS RACED IN HOLE.. �-- I 2.STAINLESS STEEL BAND SECURES UPPER HALF OF RUBBER SLEEVE TO THE PVC HUB.STAINLESS STEEL BAND SHALL BE 300 SERIES,1ta•BAJA NDTH. CADkCUW PLATED CARBON STEEL,AND ATTACHED WITH HEX HEAD SLOTTED SCREW /�✓.�'/� S.COMPLETE RUDBER SLEEVE INCLUDES A MOLDED SEGMENT THAT HOLDS IT IN 1 3 7 y0TE5: I.ALI, 1NSERTA-TEE HOLES SHALL BE MACHINE DRILLED AND CORED, 2.iNSERTA-IVES ARE 140T ALLOWED IN NE'NLY CONSTRUCTED SERER MAINS WITH AN INSInC DIAMETER(I.D.)OF 10 INCHES OR SMALLER. 3.SEWER MAIN S44AI.L 3E TWO S17ES(NOMINA.I.D.)LARGER 'HAN THE INSERTA-TT:C. INSERTA—TEE C1eanWater Services HAWING NO. 530 „s[:: 15" BIKE PROOF i1 BAR GRATE n! I J GRATING f 4-"0 OR 6'0 NOTES: 12" SQUARE OUTLET BOX FABRICATED FROM 10 GA. MATERIAL PLAN VIEW L1jx11jxa FRAME 4"0 OR 6"0 t 5" OUTLET CY Z SEDIMENT TR / 12" SQUARE W/ HINGED LID �� ��ED PROFESS SIDE VIEW ISOMETRIC SECTION �� �GINfR oy STATE: APPROVED — ASPHALT DIPPEDCON 12" SQUARE — 4"0 OR 6"0 OUTLET 9tj✓�Y281Ncj0�¢ 5 �Nv R����i)1� LANDSCAPING MINI---BASIN DWG # RENEWS 6130118 PROD.MAN.DOUG P. DWN. PAUL G. I SCALE NOME L4 Gibson steel Beam DATE: J.W.23,OB MODEL.: GuCStO-172048-4A6 amce low 247 Washington St,Lugene,Or.97401 ph:(541)687-°872 1-344-0207 NIORK PUBLC WORKS DEPARTMENT COMMERCIAL STREET SIDEWALK SHEET 13127 1W..NUA AM D3 TIG.W,PPVON 9722J VOICL 5W-&V-4171 FILE NO THIS DRAWING IS FULL SIZE WHEN 22"X 34"OR IS REDUCED TO HALF SCALE WHEN 11"X 17" `A' 4q 50-62"TM DETAILS rwr^F.Aw•D-ae�L' ces 3-2.a Actual Variance Through Adopted Revised Estimated Actual Estimated 2017 FY 2018 FY 2018 Actual FY 2018 Actual(R)to Status CIP Number-Name Project Manager As of 12/5/17 Budget Q1 Q2 or Q3 Budget FY 2018 through 12/04 Actual(S) 2019 FUTURE CIP-17CIP-02 River Terrace Parks Development Steve Martin $ - $ - $ - $ - $ - $ - $ - $ - FUTURE CIP-17CIP-03 Park System Master Plan Update Steve Martin $ - $ - $ - $ - $ - $ - $ - $ 20,000 FUTURE CIP-18CIP-12 Steve Street Park and Trail Steve Martin $ - $ - $ - $ - $ - $ - $ - $ - PROGRAM CIP-92017 Tree Canopy Replacement Program Steve Martin $ - $ - $ - $ - $ - $ - $ - ONGOING CIP-92026 Park Land Acquisition Steve Martin $ 7,281 $ - $ - $ - $ - $ - $ - $ - ONGOING CIP-92028 Downtown Land acquisition Steve Martin $ 199 $ - $ - $ - $ - $ - $ - $ - ONGOING CIP-92035 City of Tigard/Tigard-Tualatin School District Park Development Steve Martin $ - $ - $ - $ - $ - $ - $ - $ - REMOVED FY19 CIP-92037 Damaged Tree Replacement Program Steve Martin $ - $ - $ - $ - $ - $ - PROGRAM CIP-92453 Parks Major Maintenance Steve Martin $ - $ 50,000 $ - $ 50,000 $ 50,000 $ 1,076 $ 48,924 $ 40,000 CLOSE FY18 CIP-92054 Jack Park Addition Playground Steve Martin $ - $ - $ - $ - $ - $ - $ - $ - Total Project Total Budget Project (includes actuals Cost Status CIP Number-Name 2020 2021 2022 2023 2024 2025 2026 2027 from FY17) through 12/12/17 FUTURE CIP-17CIP-02 River Terrace Parks Development $ - $ 30,000 $ 60,000 $ - $ 90,000 $ - FUTURE CIP-17CIP-03 Park System Master Plan Update $ 20,000 $ - $ - $ - $ 40,000 $ - FUTURE CIP-18CIP-12 Steve Street Park and Trail $ - $ - $ 15,000 $ 60,000 $ 75,000 $ - PROGRAM CIP-92017 Tree Canopy Replacement Program $ - $ - $ - $ - $ - $ - $ - ONGOING CIP-92026 Park Land Acquisition $ - $ - $ - $ - $ 7,281 $ 7,281 ONGOING CIP-92028 Downtown Land Acquisition $ - $ - $ - $ - $ 199 $ 199 ONGOING CIP-92035 City of Tigard/Tigard-Tualatin School District Park Development $ - $ - $ - $ - $ - $ - REMOVED FY19 CIP-92037 Damaged Tree Replacement Program PROGRAM C1P-92053 Parks Major Maintenance $ 40,000 $ 40,000 $ 40,000 $ 40,000 $ 40,000 CLOSE FY18 CIP-92054 Jack Park Addition Playground $ - $ - $ - $ - $ - $ - r