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PFI2021-00062 CITY OF TIGARD PUBLIC FACILITIES IMPROVEMENT PERMIT s COMMUNITY DEVELOPMENT Permit#: PF12021-00062 13125 SW Hall Blvd.,Tigard OR 97223 503.718.2421 Date Issued: 02/17/2021 Parcel: SEG3922 Jurisdiction: Tigard Site address: Subdivision: Lot: Project: Polygon at Roshak Ridge Lots 139, 151 & 152 Project Description: New driveway approaches Class of Work: FEES Description Date Amount Type 2-Sidewalk/Driveway Approach PFI Permit Fee 02/17/2021 $300.00 Owner. Total $300.00 REQUIRED INSPECTIONS Call 503-639-4175 for the IVR inspection request line or visit the City of PHONE: Tigard website at www.tigard-or.gov to schedule inspections online. Contractor: POLYGON WLH, LLC 703 BROADWAY STREET, SUITE 510 'VANCOUVER, WA 98660 PHONE: 3606957700 Applicant: CHRIS WALTHER 703 BROADWAY STREET, SUITE 510 'VANCOUVER,WA 98660 RHONE: 3606957700 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: See application �z Issued By: Special Conditions(See Attached) Note:THIS PERMIT DOES NOT COVER WORK ON PRIVATE PROPERTY Conditions for PF12021-00062 Type: Condition Name: Status: Severity: PFI_Sidewalk/[ 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/C 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/[ 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-TRAFFIC CONTROL SPECIFICATIONS Applied Notice Applicant shall provide traffic control according to the current edition of the"Manual on Uniform Traffic Control Devices [MUTCD]for Streets and Highways", U.S. Dept.of Transportation, FHWA,current edition,American Traffic Safety Services Association[ATSSA],and Oregon Temporary Traffic Control Handbook[OTTCH]. PFI—Sidewalk/1 06-TRAFFIC CONTROL PLAN Applied Notice Submit a job specific traffic control plan. A copy of the approved traffic control plan shall be readily available at the work area.Traffic control devices,flag persons,etc.,shall be in place prior to initiation of construction work and shall be effectively maintained. PFI_Sidewalk/[ 07-TRAFFIC CONTROL ROAD CLOSURE Applied Notice Public roadway shall not be closed to traffic,at any time,without obtaining written approval from the City Engineer. The applicant is responsible to provide 48 hour advance notice of traffic flow disruptions to affected businesses, residents and area wide Emergency Services:503-629-0111 (Tigard Police Dept.,Tualatin Fire&Rescue)and to 503-962-8140(Tri-Met) and 503-431-2345(Tigard School District)and other service providers impacted by such closure. PFI—Sidewalk/1 08-TRAFFIC CONTROL ADVANCE WARNING Applied Notice Advance warning of traffic disruption shall be provided to the public by placement of an approved advance notification sign at each end of the construction area 72 hours(min.)before initiation of construction work. PFI—Sidewalk/1 09-TRAFFIC CONTROL PROPERTY ACCESS Applied Notice Access to existing properties shall be maintained at all times,including normal delivery service and mail service.Obtain City approval of any access closures. PFI—Sidewalk/1 10-TRAFFIC CONTROL WORK HOURS Applied Notice Work is permitted in daylight between the hours of 7:00 a.m.to 7:00 p.m. Mon-Fri unless otherwise authorized by the City. PFI_Sidewalk/[ 11 -TRAFFIC CONTROL LIMITED WORK HOURS Applied Notice Hours of construction work on collector and arterial roads will be limited to 9:00 a.m.to 3:00 p.m. unless authorized by the City Engineer. Work will not be permitted on collector and arterial roads between 3:00 p.m.to 9:00 a.m. unless authorized by the City Engineer. PFI—Sidewalk/1 12-TRAFFIC CONTROL MODIFICATION Applied Notice The City reserves the right to add to or modify traffic control requirements as necessary to effectively control traffic and to assure public safety. PFI_Sidewalk/[ 13-DRAINAGE CONTROL Applied Notice Drainage shall be controlled within the work site and shall not adversely affect adjacent private property, public property and the receiving system. The City may at any time order corrective action and suspension of work to accomplish effective drainage control. PFI—Sidewalk/1 14-UTILITY NOTIFICATION Applied Notice Oregon law requires following the rules adopted by the Oregon Utility Notification Center. Said rules are set forth in OAR 952-001-0100 through OAR 952-001-0080.Copies of said rules may be obtained from the Center by calling 503-246-1987. If you have any question about the rules,contact the Center. NOTE: Damage to utilities shall be corrected at the permit holder's expense PFI_Sidewalk/[ 15-UTILITY LOCATION CONFLICT Applied Notice Applicant must verify all existing utilities for both vertical elevation and horizontal location prior to start of work(pothole before digging if necessary). Should conflicts arise and redesign or relocation of facilities be necessary, it shall be done at the applicant's expense. Changes must be approved by the City in advance of work.Applicant shall coordinate the work with affected utility agencies. PFI_Sidewalk/[ 16-TEMPORARY PATCH Applied Notice A temporary hard-surface patch shall be placed on trenches within roadways at the end of each work shift. Obtain advance approval of patching method. No trench shall be left at any time in an un-safe condition. Applicant is responsible for and is liable for hazards or damage resulting from the prosecution of the work. PFI_Sidewalk/[ 17-REPAIR OF EXISTING FACILITIES Applied Notice Work under this permit shall include repair of existing facilities(roads,ditches,etc.)as may be necessary,as determined by the Inspector,to overcome deterioration or damage which occurred in conjunction with the work authorized by the permit. Corrective work shall be done at the applicant's expense. PFI_Sidewalk/[ 18-SEWER SYSTEM TEST Applied Notice A sewer system air-test and/or DVD T.V.test report and one set of"As-Builts"shall be provided for review and approval. PFI—Sidewalk/1 19-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/[ 20-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/1 21 -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/[ 22-DAILY INSPECTION REPORTS Applied Notice Applicant shall submit daily inspection reports,on a weekly basis,to the City's Inspector. PFI_Sidewalk/[ 23-MONUMENT PROTECTION Applied Notice Existing monuments,property comers,and survey markers shall be protected. Replacement shall be at the permit holder's expense. PFI—Sidewalk/1 24-VALIDATION OF MATERIAL/CONSTRUCTION Applied Notice The City's Inspector may, at his discretion, require tests and or reports from the applicant to validate claims of material or construction adequacy/compliance. Such tests/reports shall be provided at the applicant's expense. PFI_Sidewalk/[ 25-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/[ 26-RIGHT OF ENTRY/EASEMENTS Applied Notice Applicant to obtain proper right-of-entry and/or easements prior to starting work. Proof of right-of-entry or properly executed easements,shall be provided to the City. The City shall in no way be construed to be liable for the applicant's failure to obtain or provide for proof of right-of-entry or easements. PFI_Sidewalk/[ 27-PRIVATE PROPERTY AGREEMENTS Applied Notice Provide the City a copy of an executed agreement[s]from the owner for each private property disturbed by construction activity. PFI_Sidewalk/[ 28-AS-BUILT DRAWING Applied Notice One as-built drawing showing all new public improvements, including any revision made to the previously approved construction plans and, also, any improvement which may impact an existing public system or facility,shall be provided to the City by a registered civil engineer along with an engineer's certification of installation compliance(Certificate of Compliance). PFI—Sidewalk/1 31 -OTHER Applied Notice Other RECEIVED City of Tigard PFI#: .2D��- oozz ENGINEERING DEPARTMENT FEB 0 8 2021 Public Facilities ImVAWW% 'FI) Permit PROJECT INFORMATION Polygon at Roshak RidTYPE OF WORK Project name: y9 Ridge ❑ TYPE 1—Franchise Utility Work Brief description of project: Residential subdivision located at the performed byNWN,PGE, or utility agency northeast corner of SW Bull Mountain Road and X TYPE 2—ROW Sidewalk/Driveway/Sewer SW Roy Rogers Road. Work performed for the purpose of: • Sidewalk installation or repair - Driveway approach installation and repair SITE INFORMATION • Sanitary sewer lateral installation and Location (address if available): Lots: 139, 151 & 152 main line tap ❑ TYPE 3—Full Scale Development Work See attached plot plans for addresses -9performed with land use approval which includes any of the following. CJ • Subdivisions or Partitions APPLICANT INFORMATION • Street widening Name: Taylor Morrison - Mainline installation for sanitary sewer, storm saver, Tigard water, and Tigard Mailing address: 703 Broadway St. Suite 710 water service area City/State: Vancouver, WA Zip: 98660 ❑ TYPE 4—Small Cell Technology Phone:360-695-7700 ElTYPE 5—Tigard Triangle Email: Phone: NOTE: 'Type 1 and 2 applications may be Contact name: Chris Walther emailed to rowpermits a tiord-or.gov. Phone: 360-695-7700 Email: CWalther@taylormorrison.com CONTRACTOR INFORMATION K Same as applicant Name: CCB Number: Mailing address: City/State: Zip: Phone: Email: ENGINEER INFORMATION Name: Pacific Community Design Mailing address: 12564 SW Main Street City/State: Tigard, OR Zip: 97223 Phone: 503-941-9484 Ems: chris@pacific-community.com ADDITIONAL INFORMATION Estimated value of work is required(if over$5,000):$ (within the public right-of-way) Is work related to a LAND USE DECISION? ®Yes ❑No Case number: PDR 2016-00002-00006 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 15.04.140. * With the exception of a utility operating pursuant to a valid franchise or license 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 must sign this application in the space provided or submit a written authorization with this application. Franchised or Licensed Utilities are not required to obtain the owner's signature on the application. I,the applicant,certify that: • To the best of my knowledge,all the information provided within this application package is complete and accurate. • The above request does not violate any recorded deed restrictions that may be attached to or imposed upon the subject property. • If the application is granted,I will exercise the rights granted in accordance with the terms and subject to all the conditions and limitations of the approval. Applicant's or authorized agent's signature Print name Date Property owner's signature (if required) Print name Date STAFF USE ONLN Case No: — 0 ermit fee: ' e7� Received by: Date: Z Approved by: or Date: `2;�`2Z Notified by: Date: City-of Tigard 13125 S%V 1 fall Blvd. • Tigard,Oregon 97223 • www.tigard-or.gov • 503-718-2421 • Page 2 of 4 DEVELOPMENT ENGINEERING FEES Public Facility Improvement(PFI)Permit: INITIAL PFI PERMIT FEE Part 1: Required submittal fee is 10%of the Net PFI Permit Fee.See below for calculations.Minimum of$300. NET PFI PERMIT FEE Part 2: All non-water system improvements engineer's estimate X 7%(less the initial PFI Permit Fee). WATER LINE CONSTRUCTION FEE Part 3: All public water system improvements engineer's estimate X 12%. FOR ONLY • ' STAFF USE ONLY TYPE 4: SMALL WIRELESS FACILITY TYPE 1-3:DETAILED SUBMITTAL CHECKLIST REQUIREMENTS Does applicant have a right-of-way license? ❑Yes ❑No TYPE 1 AND TYPE 2-Must include a sketch showing: Under the wireless facilities standards,is the proposal ❑ Dimensions considered?(check all that apply): ❑Small Cell ❑Macro ❑ Street Name How many install sites are proposed as part of this permit ❑ Site Address application? TYPE 3-Must provide 4 sets of plans (sized 24 x 36 or 22 x 34)and an electronic version of all submittal The proposed equipment is located on which of the following: items. The plans must that include: ❑Public Right-of-Way ❑Private Property ❑ Cover—Site,Vicinity,Abbreviation,Legend If equipment is to be located on private property,describe the ❑ General Notes(City,Water,Sewer,etc.) type&use: ❑ Street(Plan,Profile) ❑ Water,Storm and Sanitary(Plan Profile) ❑ Water Quality Facilities ❑ Grading ❑ Landscaping/Tree Plan ❑ Composite Utility Plan(Electrical,Phone,Gas, Storm, Sanitary,Water,Signage,Street Lights,etc.) ❑ Details ❑ Traffic Sight Distance ❑ Signing and Striping ❑ Street Light Plan and Photometric ❑ Engineers seal/signature ❑ Sheet label(project land use name,revision and plan log block,dates and sheet numbers.) ❑ Engineei s Construction Estimate Additional Submittals (per land use conditions,if applicable) ❑ Traffic Report ❑ Storm water Drainage Calculations ❑ Geotechnical Report ❑ Preliminary Access Report(Sight Distance) ❑ Proposed Plat ❑ Pathway Design ❑ Water Provider Approval City of Tigard 13125 SW Hall Blvd. Tigard,Oregon 97223 • www.tigard-or.gov • 503-718-2421 • Page 3 of 4 g s'"_ „Y st Edge of Pavement I �— Ditch —► Streetlight I —•—•—•—•—•—•—•—�—•— / I } Rah.Dreft 0 71-01F_0S_ d'S�lveF line-- 1 I 1 Q1 I +i j i Existing House Existing 1 Driveway �. i0* j c � Existing Shop j Powerpole I I d 1 a I 95, L.-. I Fiop;–VL ne— — — i I � I (� I Fire Nytlra nt(F N) � I I I I Scale- '1"=30' � I I TYPE 1 AND TYPE 2: � I � I I � � I North arrow Property lines&dimensions Existing utilities locations (sewer,storm,water) Street&street names All existing structures Proposed work Existing curb or edge of pavement Utility&street light poles Existing S/W or D/W apron Slope of property Trees City of Tigard • 13125 SW Hall Blvd. Tigard,Oregon 97223 • www.dgard-or.gov • 503-718-2421 • Page 4 of 4 LEGEND: Pacific LOT COVERAGE: ---SS— SANITARY SEWER SD— STORM DRAIN Community o LOT AREA: 4,500 SF w— WATERLINE _ 12564 SW Main Street BUILDING FOOTPRINT: 2,093 SF O • MANHOLE jig s0 OR 94843 ■ CATCH BASIN DATE: ovzsrzozr LOT COVERAGE: 46.5 % • STREET LIGHT REVISIONS IMPERMEABLE SURFACE AREA: STRAW WATTLE PERIMETER NO. DATE DESCRIPTION ' _ _ EROSION CONTROL — — — — — Q— TREE PROTECTION FENCING ENTRY WALK: 197 SF \\ 305.7 TRACT Q — 50.0'J — —/'309.2 / — —— -------- CURB TO BE REMOVED COVERED PORCH: 78 SF = — — — 110.0- \ COVERED REAR PATIO: 0 SF _ _ L — — 17.0 i— AOO , _ \ — — — \ — —I k - - --S — DETACHED MIN. SETBACK SUMMARY DRIVEWAY: 550 SF PATIO - - - o G -- -== ------�---- --- rt— PORCH SETBACK: 8' -6 IMPERVIOUS AREA: 2,918 SF �� I; 1 ( $� r,- - BUILDING SETBACK: 12' E I SIDE SETBACK: 3' 1 � � 1 ADU: 221000AR \ 1-HR FIRE \ 111 RATED EAVE \ SIDE FACING STREET: 4.5' II ADU FF-306.21 PUBLIC STREETS: 8' 1 i \ ALLEY/PRIVATE STREETS: 3' I PORCH 3.5' \ REAR SETBACK: 15' t M \ REAR SETBACK AT ALLEY/PRIVATE: 0' o \ o I o 139 0 \ REAR COVERED PATIO: 10' \ 138 - 1 ; \ 4,500 SF ° \ 140 GARAGE: \4,500 SF ` -- �- I PUBLIC STREETS: 20' w 1 o I 3,600 SF ALLEY/PRIVATE STREET: 3'-5' 3 SFU: 221100AR \` SFU&ADU i CONSTRUCTION NOTES a ' GFF=304.9 I \ POLYGON n \ O1 SAWCUT AND REMOVE CURB PER CITY PORCH - -�-- -� — - I _ OF TIGARD DETAIL 145, SHEET D1.0 AT ROSHAK J (�\ REMOVE EXISTING DRIVEWAY DROP, RIDGE 200' REPLACE DEPRESSED CURB WITH — — — — — ——1 167 `- — L STANDARD CURB PER CITY OF TIGARD T 301.4 304.7_. 6.0' DETAIL 145, SHEET D1.0 o 1 P.U.E. o jpEyy o x 4 4 50.0' S 4 .. 1.4 O3 RELOCATE EXISTING WATER METER $ 411 I A' x Q - METER BOX INSTALL TRAFFIC RATED o LOT 139 4'A \' BOX AND LID IF LOCATED IN P 29.0' -- - DRIVEWAY. METER TO BE INSTALLED PLOT PLAN PLANT 11)STREET TREE: WATER PER CITY OF TIGARD DETAIL 520, �I —KATSURA TREE/ x SS -METER SSSS- SHEET D1.1 CERCI�PHYLLUM JAPONICA CURB TOB RE EMOVEDf 1 l STORM LATERAL CONSTRUCT NEW DRIVEWAY DROP u 11 11!CURB TO BE REMOVED 1 a ; 0>—SANITARY— x (IS OS - PER CITY OF TIGARD DETAIL 141, a �� 1 LATERAL SW SUNSHINE COAST STREET SHEET D1.0 m Cl OS Mx REMOVE EXISTING DRIVEWAY WING, o REPLACE WITH STANDARD OR o TAYLOR MORRISON (360) 695-7700 DEPRESSED CURB PER CITY OF C3 2S1W7 TIGARD DETAIL 145, SHEET D1.0 PROJECT NO.: 395010 a LOT 139 (R-12, STANDARD) Q TYRE: CONSTRUCTION POLYGON AT ROSHAK RIDGE SCALE REVIEWED BY' CMN n SFU 16671 SW SUNSHINE COAST STREET o 0 PDR 2015-00002 ADU 16673 SW SUNSHINE COAST STREET 1INCH=2D FEET PDR 2016-00002-00006 Pacific Community Design 12564 SW Main Street CONSTRUCT 1/2- TO Tigard,OR 97223 3/4" RADIUS LIP IT]503-Y41-?484 EXISTING DRIVEWAY - CONSTRUCT DRIVEWAY APRON DATE: 01/07/2p21 MATCH WIDTH & GRADE MIN. 3" SAWCUT AND A VERTICAL BREAK ; ad REVISIONS 71 R/W LINE ) 4:. �; :• ' .'; • '• i NO. DATE DESCRIPTION VARIES SEE NOTE 3 EXISTING ITER,. ,a �. . �, •, PAVEMENT a .a '' '• SECTION 5' MIN j2% SIDEWALK \_2" OF 3/4"-0" COMPACTED AGGREGATE CURB AND GUTTER SEE LANDSCAPE NOTE 3 LANDSCAPE SEE NOTE 4 STRIP SEE NOTE 2 STRIP CONSTRUCT 1/2" TO 3/4" RADIUS LID �AWCUT MIN 2' A FROM FACE OF CURB a 30' MAX 7 CONSTRUCT DRIVEWAY APRON 3' 3' f / E10' MINOL ° ''•:. . PLAN ;�. .. ,� °•: . R W `� EXISIING • •� '�� ►i. j..j.i. 0 6" / PAVEMENT a • a PROJECTED TOP OF' SFCTION %P N 3/4„ OF CURB 2% MAX •.. aT4 . F 2" OF 3/4"-0" COMPACTED AGGREGAI ,• STREET % . - =11=111 DRi o STANDARD CURB POLYGON ( : .' . ° T AT ROSHAK ,. .�_ ,;r ..ePab r J•111 NOTES: a a IIoacoa . =„Illy�llli11�1!Il� u,l�,l RIDGE i. SAWCUT -HROUGH GUTTER PLATE SHALL BE MADE AS CLOSE 2" OF AGGREGATE TO CURB FACE AS POSSIBLE. SECTION A-A (3/4"-0") COMPACTED 2. COMPLETE CURB AND GUTTER SHALL NOT BE REMOVED UNLESS p DIRECTED BY THE ENGINEER. V o NOTES: 3. WHEN STRAIGHT CURBS ARE REMOVED, A MINIMUM OF 2 FEET CONSTRUCTION 4 OF PAVEMENT FROM THE FACE OF CJRB SHALL BE REMOVED a 1. CONCRETE COMPRESSIVE STRENGTH SHALL BE A MINUMUM OF 3000 PSI AFTER 28 DAYS. AND REPLACED. DETAILS i 2. CURB JOINT SHALL BE TROWELED WITH A MIN 1/2" RADIUS ALONG BACK OF CURB. 4. WHEN ENTIRE GUTTER ?LATE IS REMOVED THE EXISTING o PAVEMENT SHALL BE CUT BACK AND A NEW 6" MONCLITHIC CONCRETE 3. EXPANSION & CONTRACTION JOINTS SHALL BE 1/2" PREMOLDED ASPHALT IMPREGNATED GUTTER CONSTRUCTED. o MATERIAL OR EQUAL EXTENDING FROM SUBGRADE TO FINISH GRADE. 5. AF-FR CONCRETE HAS CURFD, RF:DIACE RFMOVFD ASPHALT AND SFAL JOINT. a 0 a i U APPROWD BY, NO SCALE CI"IY OP TIG.9I(D APPROVED NO SCALE a c IT v OF TIG AA n o OREGON LORI FAHA, P.E. OREGON MICHAEL A. STONE, P.E. m. -• ENGINEERINGDIVISION Ott D1PHEER STANDARD DRIVEWAY Dwc No F.NGINP.P.RING❑IVISTON CITY y,m, CURB KNOCKOUT DWG, NO. C PUDLC W0B36 DEPAAITAENT I'IIBLIC WOAW'WESDEPARAID. - TIGA D,OR OREGON 1 /� 1RTDiQ&M�OREGON977213 JANUARY 2013 FOR DRIVEWAYS 145 O '[[CARD,OREGON 972LT JANUARY 2016 w/LANDSCAPE STRIPS 4 . VOICE.:(5°3)634.871 PROJECT NO.: 395-010 �` ' VOICG(503)6394171 O PAR(503)684-7297 APPROVAL DATE FAIL(503)681.7297 APPROVAL DATE TYPE: CONSTRUCTION O/ REVIEWED BY: O a D1 00 a z Pacific Community Design 12564 SW Main Street Tigard,OR 97223 [T]503-941-9484 7'—D" 8'-0" PUE DATE: 01/07/2031 5'-6" REVISIONS SIDEWALK NO. DATE DESCRIPTION N 6N 30" MIN SERVICE LINE •DEPTH 12"x20" ROTOCAST METER BOX, W/12"x20" COVER W/5-1/2"x11" CAST IRON INSERT WITH NO TOUCH READ HOLE IN THE TOP OR INSERT. NO HINGED INSERTS SIDEWALK ADJACENT TO CURB 5'-6" 5'-0" 8'-0" PUE _r 0 a m 30";=TOUCH 12"x20" ROTOCAST METER BOX, NW/12%20" COVER W/5-1/2"x11" CAST IRON INSERT WITH NO N READ HOLE IN THE TOP o OR INSERT. NO HINGED INSERTS SIDEWALK WITH PLANTER STRIP AT CURB POLYGON AT ROSHAK m NOTES' CUSTOMER SIDE 3 1. SURVEYOR TO INSTALL TEMPORARY HUB RIDGE AND GUARD STAKE AT LOT LINE FOR a METER INSTALLATION. —I a 2. BOXES SET IN CONCRETE SHALL BE 9-10" NEXT SIZE LARGER. SEE PLUMBING CODE z 3. CENTER OF METER BOX TO BE OFFSET FOR DEPTH OF 0 1' FROM PROPERTY LINE. J COVER 4. BANKED METERS WITH SHARED SERVICE o CONSTRUCTION LINE TRENCH SHALL HAVE 18" MINIMUM o DISTANCE BETWEEN TAP INSTALLATIONS. 4" MIN DETAILS P 5. IF WATER METER IS LOCATED IN A 3/4"-0" METER SIDEWALK AREA THE BOX SIZE WILL BE ROCK ANGLE BALL METER VALVE a ARMORCAST 17"X30"X12" RPM 20K MUELLER 1" B24258N (THIS IS COVER OR EQUIVALENT. IF TWO METERS AN ALL 1" 300 PSI BALL o ARE BANKED IN SIDEWALK AREA THEN VALVE NO LEAD ANGLE STOP) DISTANCE BETWEEN ANGLE STOPS WILL OR EQUAL `o BE 24". 1" TYPE "K" SOFT COPPER TUBING - SEAMLESS U v APPROVED eY: CITY OF TIG ARD NO SCALE m OR I(k W LORI FAHA. P.E. 9 ENGINEERINGDIt1SION OM ENC114FFA DWG. NO. O M3LICWORKS DEPARTMENT 1s WATER SERVICE p` 13125 ti.W.HALL,BLVD. C-w/ PROJECT NO.: 395-010 P TIG 6RD,OREGON 9Td2l MARCH 2017 J`O TYPE: CONSTRUCTION 0 i VOICE:(M)094171 O FAx:(503)684-7297 APPROVAL DATE REVIEWED BY: O Q D1 al z LEGEND: LOT COVERAGE: --ss SANITARY SEWER Pacific Community —SD STORM DRAIN Design LOT AREA: 4,700 SF �- /�� 1 I ' r - — — -1 r —w— WATER LINE --- 12564 SW MainSTreel SS 5 0 MANHOLE Tigard,OR 97223 BUILDING FOOTPRINT: 2,093 SF ��/— S SS SS —f— [TI503-941-9484 _ ■ CATCH BASIN DATE: 01125/2021 LOT COVERAGE: 44.5 % / / / / • STREET LIGHT REVISIONS IMPERMEABLE SURFACE AREA: adooa �CJE] / 91 i / 50.0' ` 305.5 STRAW WATTLE PERIMETER NO. DATE DESCRIPTION r EROSION CONTROL ENTRY WALK: 197 SF 14.0' f ) O— TREE PROTECTION FENCING - / 1 "� J / - ----q- � I- - - / - -21.y�� r - y -------- CURB TO BE REMOVED COVERED PORCH: 78 SF COVERED REAR PATIO: 0 SF ( — — J � �------- PATIO ---- �J--� I-- ----r--�-- DETACHED MIN. SETBACK SUMMARY DRIVEWAY: 551 SF / j / �I / `o J ADU: 221000A J i I'' / PORCH SETBACK: 8' ------� / ADU FF=308.8 BUILDING SETBACK: 12' E IMPERVIOUS AREA: 2,919 SF A J / SIDE SETBACK: 3' CL / J / / / i) 4.5' / SIDE FACING STREET: N 3'S o / PORCH If J PUBLIC STREETS: 8' l o ` o J 152 ALLEY/PRIVATE STREETS: 3' X150 /,� / 4,7001�-�/ �� Izr 4,700 SF REAR SETBACK: 15' o 3,760S / ,,b° I REAR SETBACK AT ALLEY/PRIVATE: 0' REAR COVERED PATIO: 10' GARAGE: J / SFU: 221100A ' / PUBLIC STREETS: 20' N / 1-HR FIRE / i ( / ALLEY/PRIVATE STREET: 3'-5' J RATED EAVE ADU Ft SFU J / J GFF=307.5 / CONSTRUCTION NOTES a C .a- -PO-RCH- ;.. /•_r°_ °' - O1 sAwcuNTREMOVE PER Y POLYGON • L a AT ROSHAK OF TIGARD D10 — — — — — — - 20.0'- — - 16.T O REMOVE EXISTING DRIVEWAY DROP 4 / fi.d' 6.0' ,? REPLACE DEPRESSED CURB WITH RIDGE c r 4 P.U.E. �.• STANDARD CURB PER CITY OF TIGARD SIDEWALK . 50.0' X .1 304.5 f DETAIL 145, SHEET D1.0 307.3 __ •� N D ' . ° . O3 RELOCATE EXISTING WATER METER it -- - METER BOX, INSTALL TRAFFIC RATED o WATER ' 29.0' - - - ---- ..._t.._ _____. LOT 151 o XW X "'r W xl"' BOX AND LID IF LOCATED IN METER PLANT(1)STREET TREE: PLOT PLAN S DSD KATSURA TREE / DRIVEWAY. METER TO BE INSTALLED o 1 T CURB TO BE REMOVED \ ? CERCIDIPHYLLUM JAPONICA PER CITY OF TIGARD DETAIL 520, — --------- 1 14'CURB TO BE REMOVEDD — STORM SHEET D1.1 L �� / / SS SW SUNSHINE COAST STREETX LAT LATERAL S5/ / SANITARY O CONSTRUCT NEW DRIVEWAY DROP a / LATERAL }� PER CITY OF TIGARD DETAIL 141, O SHEET D1.0 TAYLOR MORRISON (360) 695-7700 O5 REMOVE EXISTING DRIVEWAY WING, 0 2S1 W7 REPLACE WITH STANDARD OR 'o LOT 151 (R-12, STANDARD) DEPRESSED CURB PER CITY OF Q POLYGON AT ROSHAK RIDGE TIGARD DETAIL 145, SHEET D1.0 PROJECT NO.: 395010 Q SFU 16654 SW SUNSHINE COAST STREET TYPE` `°NSTRDCT.°" REVIEWED BY: CMH 6 ADU 16656 SW SUNSHINE COAST STREET SCALE e ° PDR 2015-00002ZmD v PDR 2016-00002-00006 1 INCH=20 FEET Pacific Community Design 12564 SW Mcin Street CONSTRUCT 1/2" TO Tigara,OR 97223 3/4' RADIUS LIP IFI 503-941-9484 CONSTRUCT DRIVEWAY APRON EXISTING DRIVEWAY - DATE: 01/07/2021 MATCH WIDTH & GRADE MIN. 3" SAWCUT AND A VERTICAL BREAK 4 REVISIONS • d NO. DATE DESCRIPTION R/W LINE4 A. : . SEE NOTE 3 EXISTINGGOER•. ,`, 4 VARIES . PAVEMENT � a •. , ,a ." �� - •• SECTION o n 5'fMIN 2% SIDEWALK �2" GF 3/4"-0" COMPACTED AGGREGATE t CURB AND GUTTER SEE LANDSCAPE NOTE 3 LANDSCAPE SEE NOTE 4 STRIP SEE NOTE 2 STRIP CONSTRUCT 1/2" TO SAWCUT MIN 2' 3/4" RADIUS LIP A FROM FACE OF CURB 0 3D' MAX /— CONSTRUCT DRIVEWAY APRON n —� 3' 3' � 1 7 E 10' MINCL ,.; .. PLAN R/w �� EXISTING , �' :•� ... o':: r o... . 0 6" �`�E�P PAVEMENT �o v PROJECTED TOP O SECTION 3/4" OF CURB 2% MAX �.. 2" OF 3/4"-0" COMPAC-E1 AGGREGATE o STREET �/. _ Il �n-1 °RitF� STANDARD CURB POLYGON ru UJ e 11=1111' I qY oo�o AT ROSHAK rn eco •o .d�Pao�AbM .b1.11 NOTES: cave C)CD I`II_I IIII' U111HTiiil�,l' RIDGE 1. SAWCUT 'HROUGH GUTTER PLATE SHALL BE MADE AS CLOSE a 2" OF AGGREGATE TO CURB FACE AS POSSIBLE. UJ SECTION A—A (3/4"-0") COMPACTED h 2. COMPLETE CURB AND GUIIER SHALL NUI BE REMOVED UNLESS 0 DIRECTED BY THE ENGINEEH. U o NOTES: 3. WHEN STRAIGHT CURBS ARE REMOVED, A MINIMUM OF 2 FEET CONSTRUCTION <. OF PAVEMENT FROM THE FACE OF CURB SHALL BE REMOVED 0 1. CONCRETE COMPRESSIVE STRENGTH SHALL BE A MINUMUM OF 3000 PSI AFTER 28 DAYS. AND REPLACED. DETAILS i 2. CURB JOINT SHALL BE TROWELED WITH A MIN 1/2" RADIUS ALONG BACK OF CURB. 4. WHEN ENTIRE GUTTER PLATE IS REMOVED THE EXISTING o PAVEMENT SHALL BE CUT BACK AND A NEW 6" MONOLITHIC CONCRETE 3. EXPANSION & CONTRACTION JOINTS SHALL BE 1/2" PREMOLDED ASPHALT IMPREGNATED GUTTER CONSTRUCTED. MATERIAL OR EQUAL EXTENDING FROM SUBGRADE TO FINISH GRADE. iZ AF-FR CONCRETE HAS CURED, RFPLACE REMOVED ASPHALT AND SEAL JOINT. 0 i VAPPROVEDEll'V OF TIGARD Rr. NO SCALE CITI'OF TIG.UiD APPRo1ED sR NO SCALE o nREc;ci� LORI FAHA, P.E. URE(A)', MICHAEL A. STONE, P.E. rn • ENGINEERING DIVISION an pa�,l STANDARD DRIVEWAY DWG" NO. M F.NGINRRRINGDNISIONCITYENGINMR CURB KNOCKOUT OWG. NO. G PUBLIC WORRSDEPARTMENT 1 41 PUBLIC 3MS.W.WORKS DEPARVD. FOR DRIVEWAYS 145 13125 S.W. RIVD.972 TIGARD,HALL 9821 JANUARY 2013 6 VOICE: 634197213 JANUARY 2016 w/LANDSCAPE STRIPS . 3.OICE:(503)5394171 PROJECT NO.: 395-010 �` VOICH:(503)579J171 � PAX:(503)6R1-7297 APPROVAL DATE FAX:(503)681-7291 APPROVAL DATETYPE: CONSTRUCTION REVIEWED BY: CD 0 0' M Q Dl 00 z Pacific Dcsign 12564 SW Main Street Tigarc,OR 97223 IT]503-941-9484 7'-O" 8'-0" PUE DATE: 01/07/2021 REVISIONS SIDEWALK No. DATE DESCRIPTION � �l /�.\�j/,�\//}✓ .fes//\/ 30" MIN SERVICE LINE •DEPTH ��\ \\ ` 12"x20" ROTOCAST METER BOX, W/12"x20" COVER W/5-1/2"x11" CAST IRON INSERT WITH NO TOUCH READ HOLE IN THE TOP OR INSERT. NO HINGED INSERTS SIDEWALK ADJACENT TO CURB 5'-6" 5'-0" 8'-0" PUE a 1 -6" I_ a M 30" MIN SERVICE LINE DEPTH 12"x20" ROTOCAST METER BOX, o W/12%20" COVER W/5-1/2"x11" N CAST IRON INSERT WITH NO TOUCH READ HOLE IN THE TOP a OR INSERT. NO HINGED INSERTS SIDEWALK WITH PLANTER STRIP AT CURB POLYGON y AT ROSHAK 3 NOTES: CUSTOMER SIDE D 1. SURVEYOR TO INSTALL TEMPORARY HUB RIDGE AND GUARD STAKE AT LOT LINE FOR METER INSTALLATION. —� 0 2. BOXES SET IN CONCRETE SHALL BE 9-10" NEXT SIZE LARGER. SEE PLUMBING CODE z 3. CENTER OF METER BOX TO BE OFFSET FOR DEPTH OF Ov 1' FROM PROPERTY LINE. J— COVER 4. BANKED METERS WITH SHARED SERVICE CONSTRUCTION LINE TRENCH SHALL HAVE 18" MINIMUM o DISTANCE BETWEEN TAP INSTALLATIONS. 4" MIN DETAILS a 5. IF WATER METER IS LOCATED IN A 3/4"-0" METER SIDEWALK AREA THE BOX SIZE WILL BE ROCK ANGLE BALL METER VALVE a ARMORCAST 17"X30"X12" RPM 20K MUELLER 1" B24258N (THIS IS a COVER OR EQUIVALENT. IF TWO METERS AN ALL 1" 300 PSI BALL a ARE BANKED IN SIDEWALK AREA THEN VALVE NO LEAD ANGLE STOP) DISTANCE BETWEEN ANGLE STOPS WILL OR EQUAL o BE 24". 1" TYPE "K" SOFT COPPER TUBING — SEAMLESS U 0 OTYOFTICARD APPROVED BY: NO SCALE c oRl:cat� LORI FAHA. P.E. 3 ENGINEERINGDIS•ISION aff ENGINEER DWG. NO, 2 VUBLICWORESDEPARTMENI' 1 WATER SERVICE p TIG V.W.OREGON 972D. ^O PROJECT NO.: 399.01D T[ICE:(03)0971 MARCH 2077 L VOICE:(503)094171 TYPE CONSTRUCTION FAX:(5031683-729; APPROVAL DATE REVIEWED BY: O h P M a D1 . 1 Q z LEGEND: LOT COVERAGE: ss-- SANITARY SEWER Pacific SD STORM DRAIN Community LOT AREA: 4,7� SF ;___1—L I I 1 �_ / —W— WATER LINE Design I—� 2564 SW Main Sheer » � L _J 55 -j— _SSS L —_(--SS --� O+ 0 MANHOLE IT)503-941-9484503-8 R 9 84 97223 BUILDING FOOTPRINT: 2,093 SF -f —— - — 7 T — ' T — — J / t— ■ CATCH BASIN DATE. 01/2512021 f f 305.5 301.5 LOT COVERAGE: 44.5 X / 504` \ • REVISIONS STRAW WATTLE PERIMETER NO. DA DESCRIPTION IMPERMEABLE SURFACE AREA: `x ' EROSION CONTROL / 14.0' J 7 f ) O— TREE PROTECTION FENCING ENTRY WALK: 205 SF - - -J- ' -- - -- f"- -21.0'- -I (-- - - - -- -/- - COVERED PORCH: 78 SF T - �~ / / f - ------- CURB TO BE REMOVED T - -- � - - - -- PATIO I � � - � / _- - -- - ------'------ ---` I / COVERED REAR PATIO: 0 SFii I ____ / / DETACHED MIN. SETBACK SUMMARY DRIVEWAY: 551 SF C it __ PORCH SETBACK: 8' 11 ADU: 2210006 / " BUILDING SETBACK: 12' E IMPERVIOUS AREA: 2,927 SF / 3.5' f J' i a / ADU FF: 4.5' / SIDE SETBACK: 3' / f SIDE FACING STREET: 306.0 PORCH L. o O / 1 1 v J PUBLIC STREETS: 8' 151 / ov z 152 / C, J f 4,700 5F / 4,700 SF o 153 ALLEY/PRIVATE STREETS: 3' J l 3,760 SF f REAR SETBACK: 15' / ( f REAR SETBACK AT ALLEY/PRIVATE: 0' REAR COVERED PATIO: 10' / SFU: 2211006 ! GARAGE: w / 1-HR FIRE / /i PUBLIC STREETS: 20' u / RATED EAVE / ADU&SFU / ; y / / ALLEY/PRIVATE STREET: 3'-5' x FF=304.7 / ,' • i I i / PORCH b__ -_ — CONSTRUCTION NOTES m / x • a r N i° I •° ' e • /tI O SAWCUT AND REMOVE CURB PER CITY POLYGON a —f 2a p — — OF TIGARD DETAIL 145, SHEET D1.0 AT ROSHAK 16 7m 6.0' T ZO REMOVE EXISTING DRIVEWAY DROP, 0 P.U.E. RIDGE f REPLACE DEPRESSED CURB WITH SIDEWALK 304.5 ° 5 154.0 301.0 ° STANDARD CURB PER CITY OF TIGARD DETAIL 145, SHEET D1.0 - 3O RELOCATE EXISTING WATER METER ft o Wzv.D;w, - PLANT(1)STREET TREE:; METER BOX, INSTALL TRAFFIC RATED LOT 152 0 1 5'CSDRBTO BE REMOVED 0 - KATSURATREE /I BOX AND LID IF LOCATED IN CERCIDIPHYLLUM JAPONICA! PLOT PLAN M \ 1 14'CURB TO BE REMOVED SANITARY " 1 ` DRIVEWAY. METER TO BE INSTALLED WAT 7— / LATEsroRM METER — PER CITY OF TIGARD DETAIL 520, si SS LATERAL x / 55 SHEET D1.1 SW SUNSHINE COAST STREET / / / 4O CONSTRUCT NEW DRIVEWAY DROP PER CITY OF TIGARD DETAIL 141, a SHEET D1.0 E TAYLOR MORRISON (360) 695-7700 0 2S1 W7 OS REMOVE EXISTING DRIVEWAY WING, LOT 152 (R-12, STANDARD) REPLACE WITH STANDARD OR / OF POLYGON AT ROSHAK RIDGE DEPRESSED CURB PER CITY D1 O o TIGARD DETAIL 145, SHEET D1.0 PROJECT NO.: 395010 CL a SFU 16680 SW SUNSHINE COAST STREET TYPE: CONSTRUCTION % ADU 16682 SW SUNSHINE COAST STREET SCALE RE"EWE°" """ 0 PDR 2015-00002 e10 0 1 INCH=20 FEET PDR 2016-00002-00006 Pacific J Community Design 12564 SW Main Street CONSTRUCT 1/2" TO Tigard,OR 97223 3/4' RADIUS LIP M 503-941-9464 EXISTING DRIVEWAY - CONSTRUCT DRIVEWAY APRON DATE: 0110712021 MATCH WIDTH & GRADE I MIN. 3" SAWCUT AND A VERTICAL 3REAK REVISIONS ,d NO. DATE DESCRIPTION R W LINE •. : • , :. / SEE NOTE 3 a • . VARIES AVEMENT a �L�TER•. ' +• .44 _i,,TIC,N > a 0 5' MIN 12% SIDEWALK -- �2" OF 3/4"-0" COMPACTED AGGREGATE f CURB AND GUTTER SEE LANDSCAPE NOTE 3 LANDSCAPE -- SEE NOTE 4 STRIP SEE NOTE 2 STRIP CONSTRUCT 1/2" TO ,AWCUT MIN 2' 3/4" RADIUS LP A FROM FACE OF CURB `030' MAX CONSTRUCT DRIVEWAY APRON 3' - 3' E 10' MIN PLAN R W (/ EXISTING ■ ; �. '►'; . 'i, s . 0 6„ \ k1P PAVEMENT p p • a C4 3/4" PROJECTED TOP OR SFCTICN OF CURB 2% MAX ,• 2" OF 3/4"-0" SOMPAC-FD AGGRFGAT o SEET TRII IIII �R/ o STANDARD CURB POLYGON ou o D a it Jill ,. m o� on§_at,, � ee ,�M AT ROSHAK NOTES: a 0000 00 -I=III I_�IIIIiIIi1'I-.III�III�I�II I' RIDGE 1. SAWCUI HHOUGH GUITER PLATE SHALL BE MADE AS CLOSE 2" OF AGGREGATE TO CURB FACE AS POSSIBLE. ZSECTION A—A (3/4"-0") COMPACTED 2. COMPLETE CURB AND GUTTER SHALL NOT BE REMOVED UNLESS 0 DIRECTED BY THE ENGINEER. v o NOTES: WHEN STRAIGHT CURBS ARE REMOVED, A MINIMUM OF 2 FEET a CONSTRUCTION 1. CONCRETE COMPRESSIVE STRENGTH SHALL BE A MINUMUM OF 3000 PSI AFTER 28 DAYS. OF PAVEMENT FROM THE FACE OF CURB SHALL BE REMOVED. � AND REPLACED. DETAILS i 2. CURB JOINT SHALL BE TROWELED WITH A MIN 1/2" RADIUS ALONG BACK OF CURB. 4. WHEN ENTIRE GUTTER ?LATE IS REMOVED THE EXISTING o PAVEMENT SHALL BE CUT BACK AND A NEW 6" MONCLITHIC CONCRETE 3. EXPANSION & CONTRACTION JOINTS SHALL BE 1/2" PREMOLDED ASPHALT IMPREGNATED GUTTER CONSTRLCTED. a MATERIAL OR EQUAL EXTENDING FROM SUBGRADE TO FINISH GRADE. AF'=R CONCRETE HAS CURED, RFPIACF REMOVED ASPHALT AND SFA JOIN-. `o FL i > U .Q C1T'YOFTTGARD APPRDvm Br. SCALE CITI'OF 11G ARD APPaDVED�' NO SCALE i OREGIm LORI FAHA, P.E. OREcoN MICHAEL A. STONE, P.E. ENGINEERING DRTSIDN CIT(ap„m, STANDARD DRIVEWAY owo. No. • YNGINNP.KING DIVISION aTM�,,,�„ CURB KNOCKOUT per. Na. C: PUBUC WORKS DEPARTMENT PI76UCWORKSDEPARTMENT 13125 C.W.HAIJ.RT.VD. 1 13125 S.W.HALL BLVD. p TIGARD,OREGON97223 JANUARY 2016 w/LANDSCAPE STRIPS 4 TTC,ARD,ORP.GON9M!I JANUARY 2013 FOR DRIVEWAYS 145 p VOICE:(503)&W 41'n « volm.(30>)111 PAY:(SBS)M-7297 APPROVAL DATE PAY(303)654-7297 APPROVAL DATE PROJECT NO.: 0 � TYPE: CONSiRUCTIOUCT10N _O REVIEWED BY: O 0` M z D1 . 0 0 a Pacific Community Dcsign 12564 SW Main Street Tigard,OR Y7223 IT]503941-9484 7'-O" 8'-0" PUE DATE: 01107rz021 REVISIONS SIDEWALK �I NO. DATE DESCRIPTION 30" MIN SERVICE LINE DEPTH < 12"x20" ROTOCAST METER BOX, W/12"x20" COVER W/5-1/2"x11" CAST IRON INSERT WITH NO TOUCH READ HOLE IN THE TOP OR INSERT. NO HINGED INSERTS SIDEWALK ADJACENT TO CURB 5'-6' 5'-0" 8'-0" PUE c 1 -fir o , , E �. 30" MIN SERVICE LINE DEPTH 12"x20" ROTOCAST METER BOX, o W/12"x20" COVER W/5-1/2"x11" CAST IRON INSERT WITH NO N TOUCH READ HOLE IN THE TOP o OR INSERT. NO HINGED INSERTS SIDEWALK WITH PLANTER STRIP AT CURB POLYGON w AT ROSHAK 3 NOTES: CUSTOMER SIDE 1. SURVEYOR TO INSTALL TEMPORARY HUB RIDGE AND GUARD STAKE AT LOT LINE FOR a METER INSTALLATION. —I , 0 2, BOXES SET IN CONCRETE SHALL BE NEXT SIZE LARGER. SEE PLUMBING CODE z 3. CENTER OF METER BOX TO BE OFFSET FOR DEPTH OF u 1' FROM PROPERTY LINE. COVER 4. BANKED METERS WITH SHARED SERVICE o LINE TRENCH SHALL HAVE 18" MINIMUM CONSTRUCTION o DISTANCE BETWEEN TAP INSTALLATIONS. 4" MIN DETAILS rn 5. IF WATER METER IS LOCATED IN A 3/4"-0" METER SIDEWALK AREA THE BOX SIZE WILL BE ROCK ANGLE BALL METER VALVE o ARMORCAST 17"X30"X12" RPM 20K MUELLER 1" B24258N (THIS IS a COVER OR EQUIVALENT. IF TWO METERS AN ALL 1" 300 PSI BALL ARE BANKED IN SIDEWALK AREA THEN VALVE NO LEAD ANGLE STOP) DISTANCE BETWEEN ANGLE STOPS WLL OR EQUAL o BE 24". F7 1" TYPE "K" SOFT COPPER TUBING > - SEAMLESS U 0 �., (1l'Y OF TIGARD APPROVID Btt NO SCALE - c1RI:c;�IW LORI FAHA, P.E. 3 ENGINEERING DIVISION cm Im;INm1DWG. NO. 2 0 PUBLIC WORKS DEPARTMENT 1WATER SERVICE 0 131L5 S.W.HALL.EILYD. ?ROJECT NO.: 395-010 TIO4RD,OREGON m223 MARCH 2017 5 I'/� 5` VOICE:(503)6794171 0 TYPE CONSTRUCTION O FA%:(503)6 1-7297 APPROVAL DATE REVIEWED BY: O 0` M Q AZ ,