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PFI2021-00441
illq CITY OF TIGARD PUBLIC FACILITIES IMPROVEMENT PERMIT COMMUNITY DEVELOPMENT Permit#: PFI2021-00441 Date Issued: 12/20/2021 TIGARD 13125 SW Hall Blvd., Tigard OR 97223 503.718.2421 parcel: 1 S134DD02400 Jurisdiction: Tigard Site address: 11130 SW TIGARD ST Subdivision: None Lot: None Project: City of Tigard Project Description: Construct driveway/ingress/egress associated with new parking lot at Dirksen Nature Park Class of Work: FEES Type 2-Sidewalk/Driveway Approach Description Date Amount Owner: Total 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: PHONE: Applicant: JEFF PECK 13125 SW HALL BLVD TIGARD, OR 97223 PHONE:9712956588 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/a�ppl application Issued By: /p via I _A4 "yZ' Special Conditions(See Attached) Note:THIS PERMIT DOES NOT COVER WORK ON PRIVATE PROPERTY Conditions for PFI2021-00441 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/[ 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/[ 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/[ 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![ 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/[ 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/[ 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![ 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/[ 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/[ 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/[ 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 corners, and survey markers shall be protected. Replacement shall be at the permit holder's expense. PFI_Sidewalk/[ 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/[ 31 -OTHER Applied Notice Other For CIP Project No. 92016-08 j City of Tigard PFI#: PFI2021-00441 ■ ENGINEERING DEPARTMENT TICiARD Public Facilities Improvement (PFI) Permit PROJECT INFORMATION TYPE OF WORK Pro ect name: Dirsken Nature Park: Parking Lot and Pathway Improvements i D TYPE 1—Franchise Utility Work Construct a 28 stall off-street parking lot on performed by NWN,PGE, or utility Brief description of project: agency Dirksen Nature Park property with an ingress and egress driveway matching I I TYPE 2—ROW Sidewalk/Driveway/Sewer Work performed for the purpose of: into SW Tigard Street • Sidewalk installation or repair • Driveway approach installation and repair SITE INFORMATION • Sanitary sewer lateral installation and Location (address if available): Site address: 11130 SW Tigard Street main line tap ❑ TYPE 3-Full Scale Development Work Tigard, OR. 97223. (Parking Lot is across from SW 107th Place) performed with land use approval which includes any of the following: • Subdivisions or Partitions APPLICANT INFORMATION • Street widening Name: City of Tigard • Mainline installation for sanitary sewer, storm sewer, Tigard water, and Tigard Mailing address: 13125 SW Hall Blvd water service area City/State: Tigard, OR. Zip: 97223 CI TYPE 4—Small Cell Technology Phone: 503-639-4171 ❑ TYPE S-Tigard Triangle Email: Phone: NOTE: Type I and 2 applications may be Contact name: Jeff Peck emailed to rownennitsClitigard-or.gov. Phone: 971-295-6588 Email: jeffp@tigard-or.gov CONTRACTOR INFORMATION ❑ Same as applicant Name: Lee Contractors, LLC attn: Darren Lee CCB Number: 196535 Mailing address: 20907 NE 72nd Ave City/State: Battle Ground,WA Zip: 98604 Phone: 360-723-5295 Email: Darren@leecontractorswa.com ENGINEER INFORMATION Name: Environmental Science Associates -Attn: Hunter White, P.E. Mailing address: 819 SE Morrison Street City/State: Portland, OR. Zip; 97214 Phone: 503-274-2010 Email: hwhite@esassoc.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? IN Yes 0 No Case number: CUP2013-00001 City of Tigard • 13125 SW Hall Blvd. • Tigard,Oregon 97223 • wwwtigard-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. Jeff Peck 12/14/21 Applicant's or authorized agent's signature Print name Date Property owner's signature (if required) Print name Date STAFF USE ONLY PFI2021-00441 HPollard 12/14/21 Case No: 1 q Permit fee: �� Received by: Date: Approved by: 1 i"`es')1 /C7 Date: Till Notified by: At- Date: 12 120I221 City of-Tigard • 13125 SW Hall 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 PH Permit Fee). WATER LINE CONSTRUCTION FEE Part 3: All public water system improvements engineer's estimate X 12%. FOR STAFF USE ONLY FOR 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 El 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: 0 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 0 Engineers seal/signature ❑ Sheet label(project land use name,revision and plan log block,dates and sheet numbers.) O Engineer's Construction Estimate Additional Submittals (per land use conditions,if applicable) ❑ Traffic Report ❑ Storm water Drainage Calculations ❑ Geotechnical Report O Preliminary Access Report(Sight Distance) ❑ Proposed Plat ❑ Pathway Design ❑ Water Provider Approval City of Tigard • 13125 SW Hall Blvd. • Tigard,Oregon 97223 • wwwtigard-otgov • 503-718-2421 • Page 3 of 4 9 {t cc ' 1 .- .1i1 Edge of Pavement Ditch ��` Li Streetlight --•—•—•—•—•-• _•_ 'Ioseirge1wverin'ne" 1 K. ' 1 i CD i • c r. • Existing House 1 Existing 1 Q � Driveway II 1 1 ai H En. X of is .41 dI s el oI I 1 Existing Shop 1 rr"Ii 3 I .= .. -.\ ' ,..... Powerpole I m I � e 1 �.■ 1 Ia 95, I p-, Proper -Lme---------- ^ 9 ._. lk.N I Fire Hydrant(FH) I I Scale: 'I"=30' I I I I I I 1 I TYPE 1 AND TYPE 2: MINIUM SKETCH REQUIREMENTS (Put N/A if not applicable) 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 • wwwtigard-or.gov • 503-718-2421 • Page 4 of 4 City of Tigard Contractor's Submittal Transmittal Form For all Contractor submittals, including shop Date: Transmittal No.: drawings, samples calculation, data, or other 11/12/2021 11 To: City of Tigard From: Lee Contractors Attention: Jeff Peck Attention: Janette Chumley Project Name: Dirksen Nature Park Trail This is: Check one X an original submittal Owner: City of Tigard a end submittal a submittal Subject of Submittal Equipment Designation: Specification Section(s): Traffic Control Plan Complete either(a)or(b), following: (a) We have verified that the materials or equipment contained in this submittal meets all the requirements specified or shown(no exceptions) (b) We have verified that the material or equipment contained in this submittal meets all the requirements specified or shown,except for the following deviations(List Deviations): Contractor's Authorized Representative Road work ahead b Cone taper .‘ Lane shift Be prepared to stop *Lane Shift R }� `ti .-lamm 1. r q.�aA �Ge,�p Sw�lia 41 l` i9 JA LPCA+1 _ 1- .. , �' 4\ l �\ #j__„efS3 y^w..i..if' , .. ir ^'�Iwj1 l '0..'• .aJ ., }• SW y .. Pam' +r4. 1 �d DIRKSEN NATURE PARK TRAIL & PARKING LOT IMPROVEMENTS CITY OF TIGARD PROJECT LOCATION:11130 SW TIEDEMAN AVE,TIGARD,OR 97223 c� 1S �` / ►,,' .41.ub. , "- Tf - BID SET i1 27�j ='•/ sm%.,.y�'y`_--.�,'!1,�I JUNE 2021 ��: 7.1,04 ��+ AT,...=+./r..:.> SHEET INDEX sin /� rr ..� i �. �� ••• i. x,— ,.0.. . lIi a • _�1GE�EMLM��1����j �)j/ ...M ■ LIE PAGE SHEET* SHEET TITLE PAGER SHEET* SHEET TITLE P � � 1 COVER SHEET ]S LS.O SITE DETAILS _l liHsl >Snl"„ I! 2 fi0.1 NOTES ABNiEVL4TNN16 E] !Bi ..--__..._ 1r� 4`Y 11� 1ry.9 V 3 01.0 SITE PLAN OVERVIEW 48 IMP F� L- ICFi�� \•A � �'��O SI 1 RCA CONSTRUCTION ACCESSS51401KK3 29 L9.3 SITE DETAILS MR11 N. E S CS 1200-C 12WL COVER SHEET 39 LB* SDARENAEN1GRN*LL[4AA9H I R ^�11 ,A` ii I\Ir � -�, �sE 11 3 EC0.1 EXISTING CONDITIONS OVERVIEW PUN 9f L05 BBARBNAIMSETAR9EFML9 ] EC/J3 E%Cg1ORK]HS,CIFARIND,pEMO6PROlECTION PUN S4 LBO 9MAg6RAR:gfTMLgy '� + • 1�J L� • 1p9p •••,,•^^"••'9^"'^,•^.^c 'p•Ire-fc-vlPlwH 33 Laa RRIBMTIONMEMAILS ��^--111 L� ■le4=1a� III.,� 9 ECtt GflAOINO.UIILT'LBEROSON b�MROLPIA SI L99 9EiTINBGIAOITRM'� L��� �%.iw.-[� '� 11 EUO EC DETAILS TA LH HtNI i■ _ ►r 12 EC2.1 DRAINAGE DETAILS Si ERB PMNHIIBBRAk9 1 ) •IH' �r• i. -. ..,� ' E- I _ 13 L1.0 MATERIALS PUN SS ORM 9ENERALMEHMS VICINITY 90 01-0 DOARDSUAM*FRAIMNOrMl VICINI I F MAP BOCCI 1SM 0 00] sow , 15 13.0 GRADING PLAN .B 004 gETAN9 Y N L41 ORABMBWAN IV BYv BETTER SCALE FEET NORTH PP PRO NYBfITpUi1 12 BEM 9Ei,Nb H !91 RwlrNB♦OT 41B.N.._r.. LEE ���""" 11 10 19E M1®MSIY JI /--Li -}-- I r J I 3B N.R .05 5,.RN-LERENDANDN0TEB •�'-; -- I� JJ--� `t I --I �'\ 91 E1:1 MRIBUFONPLAN - 1 -1 -,SW TOAPD BT. -- -- ��---�-LL------- -- --- -/•: f9 L9B PLJMTNIBKBEXB-ANBNBifB _��[_� 1 III I I ' 1 — ) EA 951 PM RM9PNN J ` _� I / --,_ I /-- ---- • •/ \J 95 L34 PLANHNBPLAN n I, I PROJECT '/'' � FII -=Y- r— I I I LOCATION :f---1•'1 / , I I DIRKSEN `I'•. I I NATURE ,— /� - --- _-_. .bye--r-;--7�• ,------- -_—__—__ : ' • I_I I �_, OWNER PROJECT TEAM I CITY OF TIGARD r ESA K . tea' 1 r J a ; - ` ,_ I - ----I I T -r- ---- ENVIRONMENTALSCIENCEASSOCIATES STRUCTURAL SITE MAP 350 135 0 z� / POTLND, N1TsurtEso GRUMMEL ENGINEERING LLC 503121430 COGN ff13,. SCALE FEET NORM 150512]420,0 920SWORD AVENUE-SURE 2W ADU PONTLAND,OR 97201 ALEXANDER I CI A R D PROJECT MANAGER'.MAUREEN RA ,P CONTACT:ALEXANDER GRUMMEL,PE 159]J 2amu CIVIL ENGINEER:HUNTER WHITE.PE 13135 SW HALL BLVD. TIGARD.OR 97223 LANDSCAPE ARCHITECT:DEREK SEROISON,PLA PROJECT MANAGER:JEFF PECK 0031 T163J. ABBREVIATIONS GENERAL NOTES II GRAD GRADIENT 1. CONTRACTOR SHALL NOTE,.THE CITY OFTRSAROS PROJECT MANAGER NIBUSINESS HOURS PRIOR TO START OF TIVO\ I) AC ASPHALTIC CONCRETE HOPE HIGH DENSITY POLYETHYLENE CONSTRUCTION AND COMPLY WITH ALL OTHER REQUIREMENTS OF ORS 757.541 TO 75707/. AB ANCHOR BOLT HT HEIGHT ADA AMERICANS WITH DISABILITIES ACT HOIZ HORIZONTAL 2. CONTRACTOR SHALL PROVIDE 24 HOUR NOTICE OF WORK RESUMPTION TO THE CRY OFTIARD AFTER ANY SHUTDOYM ALT ALTERNATIVE HP HIGH POUR EXCEEDING ONE MY DURATION EXCEPT FOLLOWING WEEKENDS OR HOLIDAYS. API. AMERCAN PLASTIC LUMBER HMS HIGH PRESSURE SERVICE SET a. µLTRAFFIC CONTROL SHALL BE PERFORMED IN ACCORDANCE WITH THE LATEST EDITION OF THE MANUAL OF UNIFORM 1 APPO APPROVED IE INVERT ELEVATION TRAFFIC CONTROL DEVICESOREGON IMUTCO)AS MODIFIED BY THE SUPPLEMENTS. J APPROX APPROXIMATE IN INCHES AVG AVERAGE L LENGTH J. CONTRACTOR SHALL HAVE A COPY OF ALL PERMITS ON3RE AT ALL TIMES NA0 COMPLY WITH ALL CONDITIONS STIPULATED M MAW ERARROC ttu BOB BALLED AND BURIAPPED LF LINEAR FEET THE PERMITS. BC BOTTOM OF CURB LP LOW POINT 5. CONTRACTOR SHALL SUBMIT AND RECEIVE APPROVAL OF TRAFFIC CONTROL PLAN FROM THE CT'OFTIGARD PRIOR TO START 6*Wo BE BOTTOM ELEVATION LT LEFT OF CONSTRUCTION. BHP BREAST HEIGHT DIAMETER MAX MAXIMUM BLDG BUILDING MX MANHOLE B. CONTRACTOR SHALL CONFINE CONSTRUCTOR OPERATIONS WITHIN THE LIMITS OF WORK DEPICTED ON THE PLANS.IF AREAS T LAN ROT BOTTOM MIN MINIMUM OR FEATURES OUTSIDE DESIGNATED CONSTRUCTION ZONES SUSTAIN IMPACT FROM CONTRACTOR ACTIVITIES,CONTRACTOR 40/ SW BOTTOM OF WALL CULT MULTIPLE SHALL RESTORE TO PREOIGTRUCTION CONDITION AT NO COST TO THE CITY OF TIGARD. SW CAP SIDEWALK N NORTHING S CALIPER NO NOT IN CONTRACT T. ALLE%ISTMO UTILITY LOCATIONS AND DESCRIPTIONS SHOWN ON PLANS HAVE BEEN COMPILED FROM AVAILABLE RECORDS \�w+�1,`LIrNYFIy/' CS CATCH BASIN FITS NOT TO SCALE ARDOR MELD SURVEY.THE CRY OF TIGARO CANNOT GUARANTEE THE ACCURACY ON COMPLETENESS OF THIS INFORMATION. CL CENTERLINE CC ON CENTER CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF LOCATION AND DEPTH IPOTHOLEI OF ALL EXISTING UTILITIES WITHIN CONSTRUCTION ZONE PRIOR TO BEGINNING CONSTRUCTOR.CONTRACTOR SHALL PROMPTLY NOTIFY THE CRY OF CM CONSTRUCTION MANAGEMENT OE OVERHEADOVERH ELEVATION I�-� sss CO C OHL INARYHIGH TIREOCATONSARD OF RFCONTRACTOR RTF.UNDERLOCATE T ATE TERMSKTXE CITY OF TOMN SHALL BETION ZONE THAT COST CF SWITl EO CONIC CONCRETE PAW PLANTARYHOAWATER WORK.CONTRACTOR FAIL TONCCAT AT Y ONCOST.OWN UTILITY WITHIN T TO THE CONTRACZONAISBIG FROM WITH CCITT CONSTRUCT CONSTRUCTION PA PLANTING BEGINNING WORK.NCOTION WITH SHALLCORRECTMANYCONFLICT LOCTCAMCOST NY COSTS TO COST COAT CONTAINER PS POINT OF BEGINNING COORDINATION MAIM UTILITY COMPANY TO OE CONTRACTOR SHALL8 BE CONSIDERED INCIDENTAL TOCOLTOF PROJECT AND COT CITY OF TIEARO PC POINT OF CURVATURE NO ADDITIONAL COMPENSATION SHALL BE DUE CONTRACTOR. CMP CORRUGATED METAL PIPE PO PLANTER DRAIN S. CONTRACTOR SHALL PROTECT ALL EXISTING SURVEY MONUMENTS AND CONSTRUCTION STAKING.CONTRACTOR SHALL NOTIFY ORE CREEK PERF PERFORATED THE CITY OF TOARD PRIOR TO DISTURBANCE OR REMOVAL OF ANY PERMANENT MONUMENTS AND COORDINATE RESETTING Y £ CSO CSP COMBINED SEWER OVERFLOW CONCRETE SEWER PIPE PLS PROP PURE LIVE SEED PROPOSED WITH A LICENSED uSERUNSEvaa. CTD CONTINUED PRC POINT OF REVERSE CURVATURE 9. CONTRACTOR SHALL RESTORE ALL STREET FEATURES IMPACTED BY CONSTRUCTOR.FEATURES SHALL INCLUDE.BUT RAT BE IL ,w4 O CULV CULVERT PT. PRESSURE TREATED LUMBER LIMITED TO.PAVEMENT.CURBS.GUTTERS,SIDEWALKS.DRIVEWAYS,TRAILS,SHOULDERS,STREET STRIPING.NONAGE,FENCES, i MS CLEAN WATER SERVICES FT POINTCIF F TANGENCY MAILBOXES,UTILITIES.DITCHES.ANDSWALES. Q. -i U) 8 CY CUBIC YARD PUD PUBLIC UTIUTY DISTRICT 10. ATTENTION'.OREGON LAW REQUIRES YOU TO FOLLOW RULES ADOPTED BY THE OREGON UTILITY NOTIFICATION CENTER.THOSE CD ~ w D DEPTH PUE PUBLIC UTILITY EASEMENT W OEFL DEFLECTION RD ROAD RULES ME SET FORTH IN OARE NUMBER FOR HROUGHSB2aQ-HOBS.YOU MAY OBTAIN COPIES OF THE RULES BY CALLING THE Z Z CENTER.NOTE:THE TELEPHONE NUMBER THE OREGON UTILITY NOTIFICATION CENTER 19 M31232.19T). IX w LT u9 DEO DEGREES ROW RIGHT OF WAY 0 Y C 6 C C DEMO DEYOLRON RE RIGHT �V C Em DAIO DIAMETER S SLOPE(DRAIN ~ M- W rO MO B DTL DETAIL SD STORM DRAIN Z Q 0 - B OM DRAWING BHESHTS SHEET/SHEETS i. W& DB EARWIG SPEC/SPECS SPECIFICATIONS Z CL 0 u;i� S E EARWIG SPP SPECIES Z CC gP EF EACH FACE SF SQUARE FOOTBOUARE FEET EG EXISTING GRADE SS SAANDARD HOER J C EL ELEVATION STD STANDARD a 3 ELECT ELECTRCA STA STATION Z Y EP EWE OF PAVEMENT SHE SWLE ' CC IX d ESC ERASION AND SEDIMENT CONTROL T TRAIL I- ESPCP EROSION,SEDIMENT,AND POLLUTION CONTROL PLAN TC TOP OF CURB ED EQUAL T TEMPORARY CONSTRUCTION EASEMENT EW EACH WAY TEMP TEMPORARY f£A96B FR FINISHG T TOP Of CONCRETE ♦ DATE DESCRIPTION FD DECK TOG TOP CF CONCRETE FDL FIRE DEPARTMENT CONNECTION TP TOP OF PAVEMENT PG FINISH DRAG TN TOP OF WALL FHFF FINCH GRADE FRONT FACE TYP TYPICAL FH FIRE HYDRANT UP UTILITY POLE Q FO FIBER OPTIC CABLE MARKER US UPSTREAM FP FIRE PROTECTOR VERT VERTICAL } GT FOOTIFEET VC VEGETATED CORRIDOR PROJECTS E3SY GA GAS W WIDTH DER CAI. GALLON W/ WITH DRAWNCHECKED MFR GB GROVE BREAK WIN WIDTH-MNIFULL OMmt®3D1 GCS GRADE CONTROL STRUCTURE INS WATER LINE 019 GEOGRAPHICAL INFORMATION SYSTEM WV WATER VALVE NAP<RA'` 0S(1111031 GE GUTTER AWN WELDED WIRE MESH CMS MASIC wCpl PonBTO FULL SZE MCRT i1..-1•-7.1 2 F«A6E BID SET S s g SHEET TILE mama mo my ormorm077 mm=Ah*.e.2... NOTES8 @y ABBREVIATIONS € O f'S.Nry. 6H WWI. � .2I;: �G0.1 SHEET 2 OF 42 • ___p ____ I CONSTRUCT NSW r A /w ___ PARKING LOT AND 4 PI I IAAIL CONNECTOX31 y BW iNMDBENEET J `-�- I ZI,J I`-, 1 /// _ ( awraARo rIREEr- -_ I r SW ESA — IM LAT / •IY us WO •�T BIN (IMN) / J ExiN —\ I(nM/di I NAY wIq I/./ \ • \.i _ ,J r" ' \ 1 P yG Ol\ __ VMW.ESE%CC.NM I-_ Nwnw •--.\ re . I /I ♦N.��.,-,A�'u _ / �./ "Jc / 6I P TAY Lm]OI\ 1.VI ION YW I / {I� \ / IR / 1EE Ipf WA I / I y PARKING LOT. 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SAINT MANNER g „...100 50 0 100 4 SCALE FEET G 1 .0 VSHEET 3 OF 42 \ I I 1 PRIMARY T SECONDIRT� a 1 \\ 1 INGRESS/EGRESS INGRESSIEGRE55 \ ) ILL ow name T v / • mu; z - - �7w�Tm mMRdBT �--• � . - - --- Isrro� — Fusnw\ II6u Rc1, 1 — , _ FHi4 \ 1� 1 / .HORTI STAGING - '"" I VMYI.EPU4•UC.fau BIWLfG ,:.\ \ _ AREA V I♦ / y Dye ny0 � I / I � � .%♦ (i � � � p �/ ,� � !QEb / / T V I�MO I ` �PYiKIxG LOr. I _- \ •'LA L, __ / (I A)ICI / 1 Y-.` \l BOARDWALK AND _ / M 1 I I.\ I /� I '%'—. RC<WUIN COMMUNITY TRAIL rt/ �iwrt w-ar. 1 — I l 1 Ei TO f _ `l J- PATHSSA( BUUVMH '�\I/ \ K� SOUTHERN ! S'I PATHS PATH MTWNKD )MWAw I 11.- PAVED PATH DV AD 0.1r AD I \ IL 414 .. 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RN1E BID SET H •11 n µ .-- L�R�n n.. ��- q�4� 3. CONTRACTOR MAY ESTABLISH NORTH AND SOUTH STAGING AREAS,EXACT § 1 _�0.— E.� J— 0.� �n�n LOCATIONS TO BE APPROVED BY WRIER AND OWNERS REPRESENTATIVE. g -n—rt�-- SHEET RITE E /w 1. AT END OPRE-CTNSTRUC,RESTORE ACCESS ROUTES ANO8TAGING AIRO ✓✓✓✓✓✓ 'M 1 II I AREAS TO PRE-CCONSTRUCTION CONDITIONS.INCLUDING AC REPAIR ON g I OM AC) THE EXISTING FANNO CREEK TRAIL.SEE DETAIL S.SHEET LS.3 FOR AC PAVEME8 I I I .. I CT REPAIR. CONSTRUCTION&STAGIN N I` I B. CONTRACTOR SHALL IMPLEMENT THE PEDESTRIAN DETOUR PLAN AS ACCESS 85TAGNG 6 FOWLER MIDDLE I DESCRIBED IN THE SPECIFICATIONS AND ATTACHMENT A OF THE MD 8 `� SCHOOL I BM iMTI OR PACKAGE,INCLUDING CLOSURETETWR HOMAGE.AND ACCOMMODATIONS I I 1 I I r------1 /\ FOR PEDESTRIAN ACCESS DURING HOLIDAY WEEKENDS. 1. i 1W SO D 100 200 *EFT NUMBER „m 00 G2.0 SCALE FELT NEN T uI 1. ESC PLAN FOR SITES 1 TO 5 ACRES • may\' DIRKSEN NATURE PARK TIGAR t�l ` �\ �v OWNERIDEVELOPER STANDARD EROSION AND SEDIMENT r ESA Y ! 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I3]� _ ,../ K --IIII ---t _ Jr l •%J ``c I /N.'. ..-1_, // N., \ICU I i t Tax rAXLor / T _TAX LOT 11x NM4E"P� ;LOT I 1 zalu Bx) C, r- - = \_ « __ rEsA CENTER�JO I/ II01. , �Y_�i`�ff� ♦� \ - � / �\\� J/ a CARI(,NGL ,�.` ., -_� _,yJ I ✓ i' ='='_s _ i -1— i / ,/' /1 .xw,.eraoCcw TAX Y FULL SITE'PARK BOUNDARY LaSAC 1 3001 LDT i SLOT I _' TAX LOT \ // / I 7 l / i• \ __ �� ILSBec) 1,.51ac) (A9 I 1 TAX LOT IRSExc) �, �I%/ SFF SHEET E� {� — -- I (11m I / �`l - -I I- I TAX LOT Sm{O a) \ __ —— \�, I — �., —„ -I�)xmllNr,PAVED PATH / / � i• [row om toal —w I TO LOT TAX LOT ; l i �I - '`� alm(l floc) 310011.aTRq 1 _ _���py',�\' —IMP, ,I (/ '' ---/ — L �� ry1'nEsmoonll PLAT Nri u�a I 1 l4 �/ I �_-- TAY LQT- _ J / I I 111 /•.�. / O w �''� /Eus 1G / r I 'I / a ~ I / /��\V /4 _ _ p43 , Aç / A RECREATION •R I Iiw ��� ,� K W ;"p —1_—�_/__ \ �., / / // NWIIANDIOUNDARVJL- 1V .JLTI I I I ` �„ (I.. / 10 II I7 XI J I ;-- ..,,i re X . ,,, . __ 1___. .- 1 TAX Lot \ I FEMA 004R FLOOOD[AM \ 56 �E j a 200 358Rc —_� 1_ I \ I ) Y „A.- n� - \• \ `%�j I I / \ FANNOCREEK \ • DATE DESCRIPTION I+ TN(LOT b10 3,3kc /( • \ - �F--_ �7 / \,__�` NJc�_ _ .�/ may\ . / \\ I // / \4/1 _ \ 1 I I / \\/ ' / -- ? I 1 '\ DRAWN MFN d / \ CHECKED 5 -- / w/u�l `. L. EXISTING PEDESTRIAN NRnrl;, � -./ � DAB BSIHR@t SUMMER CREEK \J aaneorow�[�� t \...__.—._�' — I I J I I FI«. BID SET —� ��,_ I FOWLER MOLE I g �•,�- 1 ` _. I SCHOOL 1 __ >F•ET nnE ggS ® 1m m D 'CO mS ONDITO sSCALE FEET CONDITIONS 1 OVERVIEW PLAN ISHEET MIIBfR EC0.1 2 SHEETS OF 42 RELOCATE WATER METER AND ALL POTABLE WATER ' PROTECT ALL OVERHEAD AND AnnIRR AS SH WN ONSIHE3TO EONEW LOCA 1TNNORKlH - FUT�OAYUNDERGROUND UTILITIES M.CITY OF PROTECT E%61ING SNNAGE FOR'NO DUMPING" ' MAINTAIN WATER SERVICE TO • INV DEDICATION TgMDRCTOR AND BLLOR WATER PEDESTRIAN"ALONG SW TTGARDBTREET TO EXTENT PRACTICAL SHRUB HEDGE OTCONAES RESPONSIBLE FOR RELOUSTNG IFSONREMAL S NECESSARY TO /TEGIG, r ' l\ 11TO BE REYWED- _ALL HER ATURG.A LICENSED PLUM YUST CONTRACTORR SHALL SALVAGE AND REPLAE STORAGE I OWNER NG RNN 6-WAY- NEC TSERVICE TOTHE BACK SIDE OF THE METER. yp0 . VAT N PROVIDE FACTA MATCH N noI1lg1!1___ a '---' 0./ Q q l —� a �-. .e-- _— F. �TSCOA Zr 9 W TIGARD _ - _e w...YEs S ST r ))) GAI \i t �� Y��., ,�i _ �� Ir1 — ��__ M STAMP r POTENTIAL STAGING AREA, pp „ff OUTSIDE Or VEGETATED ~ �. _ + ,4 ir T\ ;EMCrE EXINVA6IVETREES ? i •�� f- /� /gip CORRIDOR,ADJUST BMPS 1I r - n ii + _ _/TFt`"' _ • .TO PROVIDE PERIMETER TNT _� i A PROTECTION WATER LINES I 4 y •-C�w •: L' -/ CORRIDOR PORLM. N-sal f� 44:4 • ` Q PROTECT TREE _ • $ ` ✓yam' \ _ P44' / TTP. / / / 1 iE - - - 1 / o- r,a . _ y / � F / APPROXLCCRTgNOF b — _ • Q p �:// IX'M1000 FENCE -WETLAND a •� �F / ' PROTECT AND PRESERVE ` --- l / Z h I! /P / '�, \M (EI POE VAULT AND !` a IJ'I Z Z zn p / UNDERGROUND LINE D: W 8 DIBABBENBIEAN08TOCWILE PROTECT EXISTING NATIVE / D Y 2 W r. SHRUBS ALONG FENCELINE H/,(`\ I` - SECTIONS OF WOOD FENCE WRNIN AND PATH WHERE POSSIBLE • < W U s g 1/ `FEMAIBDYRFLmSPLAW ( WORK LIMITS AND RESTORE UPON < Q. FO 5 K. :Q' PROJECT COMPLETION / Z a O $ 3b / INSTALL ORANGE • /O:I. PROTECT TREE / W od a R� mX$TRLICTIOX FENCINGI O (AN C % ALONG WEST SLOE OF PATH, TIT. ty'1.' _ z - EMENDALLTXEWAYTO REMOVE TREE, 6 Y Q SOUTH WORK AREATYp. DECIWWS-iP OBX / /' - PROTECT EX TREES 0d F Q 1 \ 'INSTALL WATTLE AND GRANGE y CONSTRUCTION FENCING ALONGREWWNI. \ DOWNSLWE EDGE CP PATH, / • MITE DESCPIPTICN ` EMENOALLTXE WAY TO t 2 / \1 SOUTHERN WORK AREA _--- / 2 LEGEND: G . - WETLAND BOUNDARY PRE-CONSTRUCTION,CLEARING.AND DEMOLITION NOTES: TREE AND VEGETATION PROTECTION NOTES. ————— VEGETATED CORRIDOR BOUNDARY OO CONSTRUCTION KEYNOTES: 1. NO CLEARING.GRUBBING.DEMOLITION OR OTHER GROUND CROWN ITF 2i T. ALL TBASE E. TCINURESE IN T ACEfFN PERIMETER APPROVED ICCNTROAGMPE TION,PR R OR TO OSMENNGACTNIBBINTIES GKALLOCTIONORCUR OTER GROUND AREA - — - CONSERVATION EASEMENT I. EROSION CONTROL WATTLES PER CWS DWG dTRNRCEB,ETC.)MU6T BE IN PLACE.FUNCTIONAL,ANDAPPgOVED IN AN INITIAL INSPECTION,PRKN TO BOUNDARY MARKED BY ORANGE CONSTRUCTION FENCING.SEE CHECKED MFR ®RSNEET STRU COMMENCEMENTGmNBOVED IONECU AcTUSE INCLUDE MIL GRADING PLANS FOR LIMITS OF GRADING. PRUESUT D3MDTGG IH ' - ---- PROPERTY LNE T. ORANGE CONSTRUCTOR FENCING,SEE Z, SEDIMENT BARRIERS APPROVED FOR USE INCLUDE$EDIYEM FENCE.BERMS LGISTRUCTEOOUT C£MULCH. 2 CONTRACTOR SHALL MARK TREES DESIGNATED FOR REMOVAL Ml.6 WT[ CHIPMNGB,OR OTHER SUITABLE MATERIAL,STRAW WATTLES,OR OTHER APPROVED MATERIALS. T✓111L031 SHEET EMS. FOR ENGINEER APPROVAL PRIOR M BEGINNING WORK TREES a " "— FEMA 100-YR FLOCOPLNN BOUNDARY 3 SENSITIVEHALLBE RESOURCES INCLUDING,BUT NOT LIMITED TO.TREES.WETLANDS,AND RIPATHA PROTECTION AREAS AND BRUSH REMOVAL IN THE STAGNGOVAL SHALL NOT BE /l^T�`(Tr� 3. GRAVEL CONSTRUCTION ENTRANCE PER SHALLBE CLEARLY DELINEATED WITH ORANGE CONSTRUCTION FENCING IN A MANNER THAT 6 CLEARLY VISIBLE TO COMPLETED WITHOUT ENGINEER APPROVAL. PLOT ICBM WP SHT d EXISTING TREE GROVE EDGE VAS INWA%,SHEET ECHO, ANYONE IN THE AREA NO ACTNITIES ARE PERMIRED M OCCUR BEYOND THE CONSTRUCTOR BARRIER. Ir1'-AH 3.A. INLET PROTECTOR PER OWE DWG/L'O, A CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE FENCING AS SHALL INSTALL AND SHALL REMAIN I --I&1-- EXISTING GROUND CONTOUR SHEET EC20. DURATION CF THE PROJECT.ADDITIONAL MEASURES INCLUDING,BUT NOT LIMITED TO,STREET SWEEPING,AND FEOJECTC SHOWN.FENLIXGSNALL REMNNNFLACE UNTIL HOUSE BID SET _ VACUUMING,MAY BE REQUIRED TO INSURE THAT ALL PAVED AREAS ARE KEPT CLEAN FOR THE DURATION OF THE PROJECT COMPLETION, M EXISTING FENCING 5. 10 WIDU GRAVEL HAUL ROAD.ROAD TO HAVE PROJECT. 4. EXCAVATOR.SOIL COMPACTION,OR OTHER POTENTIALLY 1'THICK SECTION.7-ION NONYAIEH 5. RUN.ON AND RUNOFF CONTROLS SHALL BE IN PUCE AND FUNCTIONING PRIOR TO BEGINNING SUBSTANTIAL DAMAGING ACTNRES ARE PROHIBITED WITHIN THE TREE S*ET'RE • • ORANGE CONSTRUCTION FENCING GEOTEXDLE FABRIC. ITRACTORTO CONSTRUCTOR ACTNRIES.RUN{N MID RUN-OFF CONTROL MEASURES INCLUDE,SLOPE DRAINS INVITE OUTLET PROTECTION ZONE. ADJUST OM REMOVE STAGING AHD ACCESS PROTECTION).CHECK DAMS,SURFACE ROUGHENING.AND BANK STABILIZATION. 5. CLEARING AND GRUBBING SHALL BE PER SECTION OOUSSI,ggXO EROSION CONTROL WATTLES ROUTES O FACILITATE SEQUENCING OP D}GO.AT OF THE STANOM08PECIFICATIONS.PROPOSED CONSTRUCTION ELEMENTS. B. THESE UCT ION AND SEDIMENT CONTROL PLANSBASSUMEETWEENWEATHER'CCMBERIBT AND MAY 318T. CLEARING, NPLAN T. ND CONTRACTORACCESS. SHALL REMOVE AND SALVAGE BUCK 6 POLE AND BRIT-RAIL FENCING TO FACILITATE CONSTRUCTION C INLET PROTECTION ACCESS.REPLACE FENCE FOLLOWING OVERN CONSTRUCTION TO MATCH PRE-CONSTRUCTION CONDITIONS. DEMO a PROTECTION PLAN flfl-$p S. CONTRACTORO SHALL PROTECT WITH AND BURIED LITANIES IN PLACE. P 1 GRAVEL CONSTRUCTION ENTRANCE S. CONTRACTOR SHALL COORDINATE WITH CITY OF TIGARD FOR RELOCATION OF WATER METER AND SHUT-OFF PERIOD, MAINTAIN WATER SERVICE TO RESTRCOMSHELTER AREA DURING CONSTRUCTION. FEET NUMBER arm 15 B ECO.2 { +_ EXISTING TRAIL S CLEARINGS GRUBBING SCALE FEET N 6 SHEET I OF „ I PROTECT ALL I RELOCATE WATER METER AND ALL POTABLE WATER AND OVERHEAD AND I IRRIGATION ASSEMBLIES TO NEW LOCATION SOUTH OF PATH AS SHOWN ON SOT UUTILITIES .1.COORDINATE WORK TO IMD ND el —-- i 111 MAINTAIN WATER SERVICE TO RETTROOM.CRY OF • I ' Q TYP. EMI6TING RIGHT-OF-WAY / 1 TIGARD WILL REMOVE AND RESPONSIBLE LUXE WATER Q rypI METER.CONTPACMRPE6PONNBLE FOR RELOCATING R AY NP' TI V''1 -�-ALL OTHER FEATURES,A LICENSED PLUMBER MIST I IL IJ RECONNECT SERVICE TO THE BALK SIDE OF THE METER.- ___ FUNRf IGXT-0WAY DEDICATION so �g1+' 1.,a 11 It RA �2 .ti° © - -- _ , 0 , '"` Lr r ESA t 0 <%SW ncARD ST • � t2 ��.t A s9 ,,Isla - lD .„ u S RTUJP POTENTIAL STAGING AREA \ i0 MIMIY MINj e+' �••�� �} _ L " � OUTSIDE OF VEGETATED { ®� - I' '—i �/ .. nn u ��IlIlYY" CAPRIGCVI AGIERI ETER \ "'-� i.II� ..* % 1�" 0 / 1. xic ,fi: TO PROVIDE PERIMETER _-"f �: - --.-1V (� 0TrtS. �• _ �' }�} PROTECTION PROIECTID YnA� II( ��..• 'AS Y� -%in -'/ �`\� / U PALTER CLINES 1 n0- 1 .� ,, KLL MC_1.__. i Y�`v^.mr . a -..... -tom A��, _ . ,,� 1 - 6 tet 5 /l /0 OTYP. / /V IX .I /r�F°f � L. i / /i\ -` �~�, ws' /1 yy' W co N CONSTRUCT BOAPp4AU /" Z W Z R z / z a 0 vl INSTALL ORANGE Iy / q /^ / N.I J ca S _ CONSTRUCTION FENCING VS.,/ / N C • ALONG WEST SIDE OF PATH, / g EXTEND ALL THE WAY TO 0 CONSTRUCTION KEYNOTES: / EX y - p SOUIN WORK AREA f 1. EROSION CONTROL WATTLES PER CND DWG RBN.SHEET I FETE INSTALL WATTLE AND ORANGE 2. ORANGE CONSTRUCTIONi Ory FENCING. CONSTRUCTION FENCING ALONG 3, W CROSS DRAIN%PE AND STORM OUTFALL.MITER END OF RDAFQN / 0 IYF, DWEND ALL EDGE OF PATH, EXTEND ALL THE WAY TO PIPE TO MATCH SLOPE.INSTALL RIPRAP BASN,'YL X3WX It DATE DESCRIPTION QNP' / SOUTHERN WORK AREA tRIPRAP. E%T D,CLASS SO RIPP,OEOTLE TYPE 1 UNDER RIPRAP. WTFNL PROTECTION PER CWS DWG.NM.SHEET EGA 0. // 4 LOCATOR OF CONTRACTOR TRAILERS,SOLID WASTE. BYPB 5. LONG TERM SLOPE STABILIZATION MEASURES SHALL 11. ACTIVE INLETS TO STOP M WATER SYSTEMS SHALL BE HAZARDOUS MATERIAL AND FUELING AREA,CONTRACTOR LEGEND: CONTINUE TO INCLUDE THE ESTABLISHMENT PERMANENT VEGETATIVE PROTECTED THE USE OF APPROVED INLET TO DETERMINE ACTUAL LCCATK)NONdfTE. WETLAND BOUNDARY APPLICATION PATE. THE SOUTH COVER MIA SEE DWG"norm APPROVED MIX AND PROTECTION MEASURES.ALL INLET PROTECTION 5, CONCRETE TRUCK CHUTE WASHOUT.ECO.PAN OR EQUAL u• MEASURES ARE TO BE REGULARLY INSPECTED AND PER SHEET EC20. SATURATED MAINTAINED MANE IALS CRAYN MFN O. IEMPCNMYSIDPE STABILIZATION MEASURES SHALL U. BTOLN%LEARN.CONTRACTOR TO DETERMINE ACTUAL VEGETATED CORRIDOR BOUNDARY INCLUDE,COVERING AW MUL LNG SOILFC0 WTH PLASTIC 13. SATURATED RTED NNW THAT ARE TRUCKAULED TO ELIE MUST LOCATION ONERE.SEE CWS T/NG.OHO,SHEET ECRO. CHECKED MW SHEETING STRAW MULCHING,WOOD CHIPS,OR OTHER BE TRANSPORTED IN WATER-TORT TRUCKS TO ELIMINATE OroSASA 0202110109301 5. — PROPERTY LINE GRADING,HARDSCAPE,AND UTILITY EROSION& APPROVED MEASURES. SPILLAGE OF SEDIMENT AND SEGMENT-UDEN WATER. T. INLET PROTECTION PER GINS DWG.IMO.SHEET EGO. ...DAM SEDIMENT CONSTRICTION NOTES: T. STOCKPILED SOIL OR STRPPINGS SHALL BE PLACED IN A 13. AN AREA SHALL BE PROVIDED FOR THE WASHOUO OUT OF B. GRAVEL CONSTRUCTION ENTRANCE PER GM OAK..FB55, W2112021 ar r FEMA 10}VR FLOODPLAIN BOUNDARY CONCRETE TRUCKS IN A LOCATION THAT DOES NOT SHEET ECI O. guys is ERRORS ASSN -` I. SEE SHEET CS 1%OC PCP EROSION AND SEDIMENT STABLEWEALTH lGCATKKG ANDS.S CONFIGURATION.KPL WPNG Y/ET PROVIDE RUNOFF THAT CAN ENTER THE STORM WATERaaTTSS MIE In sa) /T T T Yl-\ CONUTLITTROL TREN HI WEATHER'PERIODS,STOCKPILES SHALL BE COVERED WIM S. 51MDE WATER QUALITY FILTER STRIP PER GALS EXISTING TREE GROVE EDGE SYSTEM.OR SURFACE WATERS.IF THE CONCRETE WHO rypB,SHEET EC]0 £T--I 3. SEED USED FOR TEMPORARY PER INEG.1 REQUIRELASTIC AROUND THE PERIMETER OF FENCE l3 py TEEM.OMEAGNNOTEE(.IFTHE EATEP -IRO-- EXISTING GROUND CONTOUR !. SEEDVBE COMPOSED ORART OR PERMANENTLOSEEDING EXPOS REQUIRED ARWNOTXEPERIMETER OF THE STABILIZED MEALS SO SUCHUSBURDISCHARGE OR POINT.SECONDARY 10 GRAVEL NSOTLNFLLTMTION SHOULDER ALONG PATH,PER piL! BID SET SHALL BE OTHERWISE OFTNEFOLO'MNO 8. THROUGHO CUT OR FILL EOF TEMPORARY AREAS RARYSHAL BE 6TABILND ME ASURES SUCH AS BERMS OR TEMPORARY SETTING ON SHTL80 �1M1— PROPOSED GROUND CONTOUR 0... VEGETATED CORRIDOR AR AUTHORIZED, THE USE OF TEYPoRMYSEESORDING AND PITS MAY BE REQUIRED.THE VMSN WTSXALLBE 11. IP DUCTILE MAINTAIN PIPE CROSS DRAIN BENEATH DP NEWAYB MULCHING EROSION CONTROL BLANKETS OR MATS, CLEATED WITHIN SIX FEET OF TRUCK ACCESS AND BE AND PATH TOOAN SHEETN EXISTING DRAINAGE PATTERNS. I -so wA. VEGETATED CORRIDOR AREASPEOVIRENATIVESEED ylDd CPE6EDME T EXCE30R WATTLES.OPO HERaG TTInE STORM PIPE MIXES.SEE RESTORATION PLAN FOR APPROPRIATE CLEANED WHEN IT REACHES KM OF THE CAPACITY. SET IE PER PLAN LSO FIELD-FR GRADING AT PIPE —P . REQUIRE ADDITIONAL EROSION EXCEEDING MEASURES. INLET AND CUTLET PER ENGINEERS DIRECTION.BEVEL CUT SEED M%. REQUIRE EROSION CONTROL MEASURES. lA SWEEPINGS FROM EXPOSED AGGREGATE CONCRETE END OF PPE TO MATCH SLOPE,AND ENCASE[NC60P%PE ORANGE CONSTRUCTION FENCING SHALL NOT BE TRANSFERRED TO THE STORY WATER B. DNARFG PE MIX(MIN.IDS LBJAC.I R. AREAS SUBJECT TO WIND EROSION SHALL USE SYSTEM SWEEPINGS SHALL BE PICKED UP AND DISPOSED IN IY THICK CONCRETE COLLAR TO PROTECT FROM GRADING,UTILITY$ —o- EROSION CONTROL WATTLES DWARF PERENNIAL RYEGPA331W%BV WEIGHT) APPROPRIATE DUST CONTROL MEASURES INCLUDING TXE IN THE TRASH. EROSION CONTROL CREEPING RED FESCUE QM WEIGHT APPLICATION OF A NNE SPRAY OF WATER,PLASTIC 1[. INSTALL STORY WTFAL PROTECTION RIPRAP BASIN,S1% PION S T5. AVOID PARING IN WET WEATHER WHEN PAVING CHEMICALS<'^� DRAINAGE FLOW ARROW SHEETING,STRAW MULCHING,OR OTTER APPROVED 3TY%t5'D,CLASS SO RIPRM PER CWS DWG ABN,SHEET C. STANDARD HEIGHT GRASS MIX MEASURES. CAN RUN-OFF INTO WET STORM WEATHER HEN SYSTEM. IN TD. $ • ANNUAL RYEGRA66 HO%BY WEGMT)L INLET PROTECTION 10.CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE 18. USE BLIPS SUCH AS CHECK-DAMS.BERMS.AND INLET PROT ION TO TIIRFTYPE FESCUE ID%R ERMHT1 DURATIINGOFCONSTRUCTION AND IONALMAINTAINED MEASURES INCLUDING. THE DISCHARGE RUN-0Of FROM REACHING otir� GRAVELCONSTRUCTION ENTRANCE A. SLOPE TO RECEIVE RFACETEMPORARY OR PERMANENT SEEDING DURATION OF TNE.BETN PROJECT.ACONIREW SHES.SR DSCXPA AT HBASI ® ]I 16 0 >� ROARER SHALLHAVETHE OR THE FRWCAIHER BY MEANS OF INCLUDING.BUT NOTTO,TIRE WASHES,STREET IT COVER CATCH BASINS.MANHOLES,AND OTTER DISCHARGE EC1 1 g TPLEMENWNG OR THE USE OF OTHER APPROVED SWEEPING,AND VACUUMING MAY BE BE REQUITED TO POINTS WHEN APPLYING SEAL COAT.TACK COAT,ETC.TO SCALE FEE IMPLEMENTS SURFACE ROUGHENING IMPROVES SEED INSURE THAT ALL PAVED AREAS ARE KEPT CLEAN FOR THE PREVENT INTRODUCING THESE MATERIALS TOTHE STORM BEDDING AND REDUCES RUN-OFF VE LOUT/ DURATION OF THE PROJECT. WATER SYSTEM. =_ETR c= a r ESA rcERCAZLE�� ///////te r •" • m ,. ava -Tully{ r Imo.... ..uo-.l PLASTIC SHEETING a.o.ne w. • '? _..o.w. I.:.-vos"'"43u., ve. -..•••.,••,MIMI m¢ PLAN NFW "'"°""'^"""°'"` 07 ram'"' >"•'^'. m.5w....,o.,.,A..CCONCRETE WASHOUTy46. CSANWalarl ...xo..., .r..R+ar...or. F... M.M w•vw.R. a.s ,...R.. 5 m, n M..n........e... WNCREfETRIICIOREQU 0 "°'CO ME`41 ECO-PAN OR EQUAL < J a 0 I— PLASTIC SHEETING LrA.W*0 Spa WATTLES C ,lµyz ewrices CONSTRUCTION ENTRANCE 0,,,"µye,ls,,,;,, I re Z W ;a _i.M„xo.em CRAIN..a SIC c.A.w..ass ....o-_. 7 Y "C F Ce 2 o0 Z a > ;¢ ." O Z o2f d 3 I .m. .mp - W - a Ir i wax Dc[01 OM;'''''''''''''''''''''' F D. 4 a i li ' .. - , g 5 I— park. ., lU_r 1� mom. ` r''O • wre ceacnlcnon ..rt.ens ...ell:AL PI ANNEW PROFILE . 6 . may -E ....00,.. M K _ ,_ .,... I 1 ..Aw • : a... pUWR MN .� I PLAN NEW ' ..^.v�i..v : CHECKED HLW .ram- �1' •' �•�' m».wuam.. ��mF�•w vi SO rw5CT. 03RDJ1CB1A1 _... ._. .....asa, e._. .....' KfETAIF➢f1L1FA S1Mv 4WLMrz ¢✓IVAt, 1 __,. uoA .�/aEbre9q..WA, a ,,,e:ter PRov,IF HANOBOCK a�w..�s..m M.T�TOH.. RSA,/ 1 -- - ans. I—r—I F `=;":�..r. I r� I I �worvEsraa PRASE BID SET 2E j.AfCH BASIN INSERT Ma""" _ -Or d-m.nu PROFILE •P T�L.,Z9,,:72,ii.✓ rii,'"/.' SE SHEET PRE P. REC(4YC CCMB SOS,CATCH MMs J *0 U MU[CD MR[x W RHOS p✓ o�u �.. �� ri J _�Q .MC run S.LFS.O O ram M.N. 0R�,...r.: w vw w.wwa w+wawry iRONI AM w...':'a'e°�...�.m. iiill Fr.m.ew FM wxr�r.Tnea°ixam MttrM.xso .....ws.d...... ' m.mm�®.r..,m...�w.'rn•r.r.�.....,o� rmneu YO. 7;„�_„, '. .o-wm....: EC DETAILS Y INLET PROTECTION OUTLET PROTECTION � �� s° M..n .>a TYPE 5 �'" " `"""' RIP RAP CAMIMir Serous SEDIMENT FENCE Oeas,w r setica gy „W...c.c.xm _ ...rOo tl-r.. 9 OPAW:ECONBTRUCTIONI TREE PROTLETBM FENCING DETAIL EC2.0 N T.5 SHEET 1, OF 42 I EXCAVATE SMALL BASIN AT 0 UPSTREAM 910E,APPROX EXISTING OR PROPOSED PATH BEVEL CIR PIPE ENDS PPP Mrm DEPTH TO MEET E TO MATCH SLOPE "I I L.,A R D AND AND ALLOW GE(FIELD t FIT AS REQUIRED/ R ff STORM PIPE OUTLET. CONSTRUCT OUTLET ESA PER PLAN RIPRAP PROTECTOR PER CWS STANDARD =he �I, DWG ND.BOO y�11 IJ 41 ._'.. • _ IOC taxgareI I_I MAY C,N IIF ' _� 1 110P 'gI rai I 71=11 II II 11=11=II II 1 N=8 [1.-F .� .i� I5I � � A� AO I Iit%LL{.((((��� ��n=1r 11 11 1 = 1 -11 F STORM RIPE INLET, II. IL11 I 11G1=JI 11. AnI�A1•' IE PER R'CROSS ORAN IBA SCISI OUTFACE U�L'11 C2. �WY B'COM.DRIVEWAY T AGGREGATE CONC.m2I AR TO p PROTECT AGAINST MOWING -of ,L1 y D_ F rff NZ Z .. %I 1tl'DI PRE ria ]� LD Y C is, 1 Y o Zap o 1R DI CROSS DRAIN IN MGHT-0FWAY 22 Z ad C_ e DWE.KT.. CL W _I 0_ Y Q - s 0_ W 0 I— I owNe ka J.•*OPEN GRACED 1I TALL INTERNAL P DATE DESCRIPTOR a CAUSMED ROCK EARTHEN DAM,SEE MOTE r r PERF PIPE.SEE NOTE E EX OR NEW PATH. MAX A.B%SLOPE PER PLAN GEOTEXTILE FAMiIC C OPAIN PPE(CPS INC) O OUTFACE a 6 37 _... DRAWN MEN DIY MIX .}b 1 ffMIN OSCHARGE TO OUTFALL CNECNEG XlW a' 33033. D202001 W301 1 IS4R WlE 03310021 OSLO M AS 03333 3333 EG TD FILL Pa 40/2-31 £ GRAVEL IIFURATON SHOULDER DRAINAGEPRCFLE © ._,.._. O ICIa. 1� 0,00 RID SET I a gEHL rnnE NOTES: R6666 DRAINAGE DETAILS J I. WHERE LONGITUDINAL SLOPE OF SAVED PATH AND GRAVEL INFILTRATOR SMOULDER EXCEEDS SRA CONSTRUCT IY HIGH INTERNAL 0IECN DAMEVERY NO FEET.INTERNAL CHECK DAMS SHALL BE IY TALL.WITH ATOP CREST WORTH OF 1T,AND I SIDE SLOPES.ADJUSTSUBGRAOE EXCAVATION TO CREATE CHECK DAMS,OR PLACE AND COMPACT NATIVE BACKFILL IN THIS SHAPE PRIOR TO PLACING DEOTEXTILE FABRICAND OPEN GRADED ROCK. 1. AT THE COWNBLOPE ENDS Of GRAVEL INFILTRATION SHOULDERS EXCEEDING 3%,OR WHERE OTHERWISE SHORN ON THE PLANS,INSTALL A MINIMUM OF 2D LINEAR FEET OF P PERFORATED PIPE RIEEI NUMBER DIRECTED TO DISCIMRGE AT A RIPRAP OUTFALL CONSTRUCTED PER CWS MN NO BA.PERF PIPES MAY BE DISCHARGED TO THE SAME OUTFALLS CONSTRUCTED FOR CROSS DAMS. EC2.1 ;ELT, 2 , R. III I _ Y - n nun_ _ �� n—_ a " c— .n—_,ft�i—EXISTING EDGE OF PAVEMENT=w 0 ,. .tea _'r.�L—�s=" ,_. . - ter. G ENTRY DRIVEWAY MULTILBE PATE TIGRWD3*EET -- -- `-- -` 0 o 03 A,," a7—',a _. EXEnHG RE:xroF-wAr ---- 0 o ^`a ^ ®— EXIT DRIVEWAY -- _ _ . ;.�JIBRIMMEINOSIMMI11�® _ © F-WAY xwxEBVP%M, tl OEDIGTNMINT{I —� _ 4NP Wimil."11.7.11.1"- t':.1 L 0. RGPAIR OR REPLACE BULK ` 11 AND POLE fEXCG TOEWEOf SPEC 6TRIRXG HEW PATI ® SEEEE SPECS . � . �l S . I Nana lam al TYP 0E13/C�' 0 '/ / °0 / _ -/ / / / / top BEY ..' Nos .,�E�i . .._•, sue 612100y i_I - ,] TIP cc I- - o ' © -— _- Y ii • AY� aCtl rE`x a O e 1 ® �— -- `� REPAIR OR REPLACE I .v. - REPAIR OREPAIRREPLACE - -_ C BIICKAXO POLE 1`$ BUCKAND POLE © - -- F— ,, ll.t FENCE TO EWE OF I �© _ FENCE TOEWEOF W w0 j NEW PATH ��% NEW PATH © z a > 3a ® �_� .1 © — _ MATERIAL KEY NOTES REFERENCE CETAIL Z K R: /p.. 0 / / \ \ O ASPHALT PAVING AT PARKING LOT 1/I3.0 11 CO — L /... © ..*'1f _ - O3 ASPHALT PATH WIGROVEL 3/LSO — Q INFILTRATION SHOULDER Y' NI, SEE BOARDWALKPtAH6 ' O9 COMMER IALIDRIAEWAY NATT/L80 g QREVISIONs ELEVARON,SHEET L8.0 COYMERCIAL DRNEWAY O CONCRETE PATH WI GRAVEL B/L80 P DATE DESORPTION / '62/ \ INFILTRAnPJ SNOUlOER OS LANDSCAPE FILTER STRIP EC20 /7 / / pF CONCRETE CURS11Li1 N15t / \ OCONCRETECURB FNgHG2/L$.1 OCANCRETE WXEELSTOP31 L8.1 A 10 0 ]0M -� OB COMMERCIAL DRIVEWAY S/LEO DRAWN DYS/ 1 CXECNED HW SCALE FEET / ./.... 10 CONTROL JOINT EIIL.fI NHVFClE O1�IOD3.M `:\ 0 ACCESSIBLE PARKING STALL 11 L63 i�,E DATE pNHA031 \/ 13 PATHWAY LIGHT 211152 9CCE le AS sHovNYAEa DW GENERAL LEGEND LEGENDMATERIALSYP 0STAIRS.CHEEK WALL,AND HANDRAIL 51 LB.1 �11'1—y 320 DTwT MATERIALS NOTES: SIONTELPOEMD REFERENCE O SIGN POST ASSEMBLY 8/L03 PAW BID SET -_—PROPERTY LINE -------RMHTOF WAY CENTERLINE I '.. 1I ASPHALT PAVING-PATH 1. CONTRACTORSCREPA TO NOTIFYOWNERS REPRESENTATIVETINGCCOF ANY 0 SIGN RT8 5/L03 ®DETECTAEBMLE WARNIIID PANEL- 9EESPEC3 FLOOOPLANI CITYOFTGIRO DISCREPANCE:SI BETWEEN PLANS AND EXISTING CCNDITION3 O REVOLTRACK —A—n— .._...... ASPHALT PAVINGFARMNO LOT BEFORE.TTARTIXG N9XK S SIGN giTdA 3/CBS GE IMP CWS FEMA FLOOD ©81GN CNTP 2/LB3 IS MCYGLE RACK 1/l82 ®ffTnn[ CONCRETE PAVING VEHICULAR WETLAND O ®F CROSS DRAIN AND PITFALL 1/EC2.1 p sic,.RIdP 1/LB.3 CWS VEGETATED CORRIDOR I" "''e.+: "� CONCRETE PAVING-PEDESTRNN ®10•DICROSS DRAIN 2IE4.1 LANDSCAPE FILTER STRIP DO NOT EMLERSCN S/L63 f::::::: MATERIALS PLAN y+re„' OF MKE.PEO 71 Al ®RIPRAP W LL TFA PYS DNG. fJ t DUSTING TREES ----- GRAVEL INFILTRATION SHOULDER WARNINGSIGNND_SID W." ..0 NOTES' WO 3 O W REEF PIPE C20 LF)AND.'STORM PIPE(la LLF)TO COMBINED OUTFALL 3/EG2.1 I. SEE SIGN POST ASSEMBLY DETAIL ..cn NuxBEe 2. PLACE SALVAGED SIGNS(UP TO 2) L1.0 ALONG SW'HOARD STREET WRX OWNERS APPROVAL AND MATCH SHEET 13 OF 42 EXISTING SIGN POST. FIELD FIT GRADING AT ROADSIDE 1111r '— SWALE AND DRIVEWAY CULVERT 7 CROSSINGSWN TOGROVIOE PRE DRAINAGE AND PROTECT UTILITIES —— -- _� 1W DI DRAIN 11`\ 1\L1 t1T• - IE=1WW DRAIN OUTFFFLD Fr EEAINMAPI � `,SWIPE AROUND UTILT'PO'EIASS IEII:.,/ - —�� IICI DI E=16C50 SDRAIN 133 LF1 E%13�IAGRIOH'OF-rVPY E 113.DI n G FIT GRADING —,o- ( LL1 'IT ADIRECTED BY ENGINEER IV 1 G IF SS ,. - ' D LOUR RIGHT OF WAY�� v.LSw[55S2.ccwn __ _ _ _- F. 10"0IC OS DRAIN EOI...i • .= �� d_ • 1 TY d _ _ �_ .... �— Jx x 65 Y� ^_ ' ' _R s D ru sr s _—�_� r _ STAVE E 158. U tC'/ 1w W01 .o,s, ,— �6L11j 3P` SY � ^1;�I'� -I� R 5��) ___ � �1 rIs 1. � ''/ ; SWAM N:�YM z a^E9WJ f S IMZIS /RS5 1 , Yl, IV IV /�tH � � � RAe wt.= d RY /�..�.�� / Im :� tt 2�73/�N' '' " - �M :'4'' f.o...d. s-s„/ _ sms mown Ilr_ ./ 32 x ,.>"Poe a awl _ ins no �% 1.,5 ,., ,� J ljtME - �J - E ,2 LF1 —��-- TGF Y/ _1� _ Ym AS I 1uGm/— y a_ .��� SWC rCR pRA KL O /�AI M1MT..�" _ ��p — OSB/E(1 xi a Hi • eW B r CROSS DRAIN RID LFI '\ _ IFrIS1.M / Z O� ,$ G IE ISSDJ 1+P��JYy r CROSS DRAIN(121Fj �I ` SS DR rI CO w — a p � E GRADING aAccesauuTY MOTES:Sr e•cNWSDRAM gIITF"ALL /� CROSS GRAM g1TFALL 3 Y Q — 2V �'IE 19® \ 1.VERIFY ACCURACY OF EXISTING, PADES AND INTERPOLATED ELEVATIONS AND �/ a ! \ IE�liTES NOTIFY ENGINEER OF ANY DISCREPANCY PRIOR TO BEGINNING WORK PAVEMENT d et a �" WORK WAS COMPLETED SUBSEQUENT TO THE SURVEY ON FANNOVECREEK TRAIL IN g Q 1— Ty \\ THE VICINITY OF THE BOARDWALK.EXISTING GRADES MAY HAVE INCREASED p SEE BOARDWALK PLAN A BETWEEN 2AIIO A INCHES. 6 A� / \ ELEVATION,SHEET LEA 0 AB ].SPOT GENEELEVATIONS,PATHWAY SLOPES AND CLEARTHES11NE3 PROVIDEDHALLN FOR THE R DATE DESORPTION YA S, ` GENERAL BOARDWALK AIlS CONTRACTOR ARE CONTRACTOR SHALL ENSURE L I ` THAT O ALL RECREATION PAVED AREAS.AREAS CONSTRUCTED TO AM STANDARDS 5.OK MAXIMUM RUNNING SLOPE,UNLESS OTHERWISE NOTED ` 2 DK MAXIMUM CROSS SLOPE // i5r�/ \ S IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY SITE CONONgNS AND yyy/ ` ENSURE THAT THE BOARDWALK AND PAVED AREAS CAN BE CONSTRUCTED TO DRY F OX I CASSOF SCDS. NCYDR IF SITOR SHALL CONDITNDTY THE ALLOW CONSTRUCTION µECKE0 LI IlG(.PJA IN E OF DISCREPANCY DR IF SDECOILTTIOXB DO NOT ALLOW CON8TRUCTCN TO MEET THESE STANDARDS. D2O2001061.0I 1 ` I.CONTRACTOR SHALL VERIFY EXIATNG GRADE AT TRANSITIONS BETWEEN EXISTING WALE 0616 fb11W@i 0.' AND PROPOSED SURFACES. 866>-1s A5 svAN MISN HOTTED roFUI GTE PT+" 1 oEMULLIURNS • 5.ECMDiON CHANGES PAVED MU56NALL RAVE SLGOTH AXOCOITINUOU9 I�-1O—'N FL ----PROPERtt LINE ELEVATOR CGES PHASE BID SET CONSERVATION OF WAY CENTERLINE 5.SET STRAIGHT. GRADES BETWEEN GIVEN ELEVATIONS UNLESS OTHERWISE O CONSERVATN EASEMENT INOCATEDATIO. p -., --._FLOODPLAIN:CITY OF TIGARD 9E£TTRE 6$ OIS MAP CWS FEMA FLOOD T.OAPS IN GROUND SURFACES,SUCH AS THAT OCCURRING BETWEEN ASPHALT HORIZONTAL ABUTMENT AND BOARDWALK DECKING,SHALL NOT EXCEED I? II — — — —WETUXa CWS VEGETATED CORRIDOR B.CHANGES IN LEVEL.SUCH AS THAT OCCURRING BETWEEN ASPHALT PAVING. GRADING PLAN Nq CWS FANNO CREEK CONCRETE ABUTMENT AND BOARDWALK DECKING.SHALL NOT EXCEED IIY 1 VERTICAL EXISTING TREES 1 N SHEET NUMBER 4 _ L2.0 211 10 0 TO AD SCALE FEET SHEET IS OF U 2'INFILTRATION NOTE. 'AMP AND BEVEL EXPOSED SHOULDER-SEE PLANS SEPARATION OEOTE%IILE YIN SULLEN BURST STRENGTH EDGE OF AC FOR LOCATIONS TAO POUNDS PER SQUARE INCH WITH APPARENT OPENING ASPHALT PATH PER DETAIL 2/LE O Mil T SIZE BETWEEN U.S.STANDARD NO.TO AND NO.10081EVE&. WIDEN VARIES- MIN 1'SHOULDER PARRS SE[PLAN 'IHD SEE PLANS S! LEVEL 4.HY,DENSE ASPHALT f$ PROFILE GRADE [ _ tHP ASPHALT PAVING LIIEL L CONCRETE PAVEMENT,SINGLE LIFT K/3A j5L' ��Dii yi4LrL�'.viS`1 t/21NCH DENSE NdA. 4% IS%CROSS SLOPE q,(T%1 :2.rire 0�.� y SHKH.3' 1T FINISHED GRADE ('1P U . 4% 3W P....�,%:h 145 M4 r ESA 'Ees:Fi'i:!N:S�d Xi�.PiM[-I Y OF 3 4--0 g,D°� .41Al.. 'z"0'' vsMSa }5., Pa 4z. / T �MT'll TAMP EDGE AT AA ANGLE P03' At=.1 '2 I �.rlv�rw�r`� �% CRUSHED AGGREGATE • IIIIIIIIIirI, r'.i II ,wl' 'ten= _ =n B IL INK;` , & . J ��j�%�(���jCq`J �` BASE 1 —A MIN YA-d AGGREGATE II -1 g 1 xwxEeesoc CON COURSE CGIJPACTED ( MAXCOMPACTED TO 05Y I S GEOTEI[LILE PREPAREDEPAR BUBO/WADE FABRIC -II,.‘, 3I 42 TO 85x MAX DENSITY I �' MAx DENsffYASTM DGYaI 1 S. hi d 1. SEE DETAIL 31E1321 FOR BUBpiADE I �i PER AVM OURS ON 12- I ADDITIONAL DETAILS FOR - ST COMPACTED SURCRADE { SEPARATION GfOTE%TIIE GRAVEL INFILTRATION IA- kM. PREPARED SUBGRADf SHOULDERS,NCLUDNG PERF. II PUCE g3CNA0E CONNECTION NON-HAVEN FABRIC TO WRAP TRENCH A!°ImyI.oEAEi A PERFORATED ICE ASPHALT PAVING-PARKING LOT AND INTERNAL CHECK DAMS SHOULDER INFILTRATION TRENCH.T-IJ/r SHOWN ON WANE � MDT TO SCALE TYPIGRLCpSEION WHERE LONGITUDINAL SLOPE CLEAN CRUSHED ROCK SHOWN ON PLAN ,. EXCEEDS M. O ASPHALT PAVING-PATH NOTTOSLALE O ASPHALT PATH W/GRAVEL INFILTRATION SHOULDER 1.......,‘ M-:el FINISH GRADE HOT TOSCALE 1-112-IN LANDSCAPE AREAS. 1IYTOOLED RADIUS AT FLUSH WHEN ADJACENT TO EDGES WITH SHAER BRADS CONSETE PAVEMENT VS BAR XIXt¢CONTINUOUS CONCRETE PAVING DEW BIT mwK 1RMA.C'NI Ill,.. i� --• 3!d mtlSN m E02 a.CBIL A- P'S'P t 1p R%t MH116 IM.LN. efH 117f EN \ .V°. °3Y''� '3aA ■ aA h Fr lN' r I IRA.111= Q Q r JTI •ri:iA•P•4 0R}I�F —*AGGREGATE BASE STAwwm OLPTII 2OM W (J y�p 1NI II y41 �Frt al COAPACTEDTOTO SS%MAX D' Z Z aQ S MIF Win. lLP=.11 I_.• DENSITY PER ASTI/D8� EX IRA tt[P-z/J RPTV CW L� IT COMPACTED S000RACF 6CCRG _ Y C SM1w s LOJTRL%/LGNIRACTILW JOINT Q W 00 THICKENED EDOEOF PAVEMENT WHERE z < > A) 5 ADJACENT TO 80I INFILTRATION TRENCH. EXISTING PAVING.OR ASPHALT PATS coNeRETE 1/27 DRAMA YAIDAAL-LEAK IKON 1/9-RApJS WOE 3/6 d TELL Y/ANT SMARTZ R r R EOSINS DRIVEWAY- W I.1. PROVIDE EXPANSION JOINTS WHERE NEWWORK ABUTS EXISTING CONSTRUCTION.PROVIDE EXPANSION tl9b �� MATO.MOM A GGK w CO J C JOINT AROUND WHEEL CHAR RAMP. ISM.111(yl.qy5 N USED 4 At ALL PT$.ro%WXOKAIAT A Op456'$�f"M','y. = En LRE SF Alt 3 cc cc 5@ 2. PROVIDE WEAKENED PLANE CONTRACTION JOINTS IN SIDEWALKS ATAMInIMUM SPACING OFS FEET 'C a. UNLESS OTHERWISE NOTED. I P�� � M 'Wn' \q� �,9L-j Yb ALL OAW S11NICaMLS M YAMS d CONCRETE PAVEULART SHALL BE LOFT NIWM♦:IESSO WITH DIRECTOR OF GROOMING SEE PLANS MIE NOM. 9BfY 1lt. O E PERPENDICULAR TO DIRECTION OFTRAFFq,UNLESS OTHERWISE INDICATED /WAN9lNIASOATIOI,XMNT ryWRRUT'DDN LINT r VII S A SCORE SIDEWALKS AS SHOWN ON PLANS AND INCLUDE SHINERS ON ALL FOUR SIDES. RE-AFAT LAMSi1PEI� ,� t DATE DESCRIPTION S ALL PEDESTRWH CONCRETE PAVING ADJACENT TO SOIL,EXISTING PATH,AND ASPHALT SHALL HAVE A STRIP M.MC/P[ THCKENED EDGE PER DETAIL BLB.A NOTE:JOINTS SHALL INCLUDED TROWELED SHINER EWESON ON ALL FOUR SIDES SAP Y 8. ALL CONCRETE DRIVEWAYS PAVING ADJACENTTO LANDSCAPE AREA SHALL HAVE THICKENED EDGE PER a DETAILRI5O 0 CONTROL JOINTS kkk0 Oi CONCRETE PAVING-PEDESTRIAN NOTTObCALE �3. tlw A I3T NOT TO SCALE DRAWN TTF B TSIgULDER zS110U�IDAETIRIX! soaEEE IYFO.EYOrt CURB BAH re 'J. ��sE>' CHECKED DNS a WIDTH VARIES- IBICR MKLUOERpI gA L1\LHE pF- AD/EMS Dd2000D3D1 5A SEE PLANS A LONG,H REBAR AT 1B-O C.(OMIT IF AN&R 3/J �OMe�WX AWE SATE �ltrz0il AXIV�F TRANSRION SUB CAN BE POURED AND . • b,.� soy'VIP REINFORCED PATH PAVING AI ABUTMENT) "^•Fy TACWR Y' COMMERCIAL pRNEYMY SRRET - i-..�. L�.� T1E0 jIiW QZGL SLOPE NNI ASPHALT PAVING AT PARKING LOT = 21g1 r CONCRETE PAVING PER 4 Mai. Wy/R�M 1'�IIF "'ate }13 PER DETAIL1ASe �CETAL/I18.1 - y rAL n I�I Is�L. •4. ,..-y +•, ''' �IfII II,e`"d<eLR,P A sCO cBllllllllllllllll��nlOn SLAB ?� � °H`g 3 u1.7 Tom'1 `I"1' I I—I� ., � IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII lai IgTEND. BID SET �' CONCRETE PAYING- PREPARED K • I 1Li411J. d -1i § Iia?in Sy,'.�I.L� y CFr.11fN A-A (3/S-on COMPACTED O.EEInnE PEDESTRIAN PER DETAIL HA INS L;wit I..II� N EY.S9�.!.fi !: y,�y; i.i;4..f!J'iJP55'. 1S SSW MAXOM IV COMA/ SUBGRACE 111`.2 I I '.. • ,• I NO NA SUMAC OM 14'COMPACTED NOTE: NCN-N9VEN FABRIC TO I I-I- 8- 7d- y\\ COMPACTED I. LSWLIL COM1ESSTE STRENGTH SHALL BE A MMUMAI OF 3000 PS AFTER 28 DAYS. 1. SEE DETAIL 3/EC4.1 FOR ADDRIONAL WRAP TRENCH 'I \ AGGREGATE BASE SITE DETAILS DETAILS FOIGRAVELINFILTRATON P PERFORATED `COMPACTED 2 CURB ANT SHALL BE TMIgLD MENA NM 1/E'RAeVS LLpNG BACKUR OF CB. SHOULDERS,INCLUDING PERF.PIPE SHOULDER INFILTRATION DRAM FIFE WHERE SUBGRAOE 1 FIDYpON d CONTACTOR JGNR STALL R 1 DISCHAOE CONNECTION AND TRENCH T-I-SOCLEAH SHOWN ON PLAN MATERIAL OR FOAL EVIGuw FROM AHOIUCEJIS Eix�WApAFIIKi NWRdARp A INTERNAL CHECK DAMS WHERE CRUSHED ROCK DI LOIDNDINAL SLOPE EXCEEDS 3%. A ORYEO H HAAR AT 13-EACH NAY PLACE 3'CLEAR OF AW2G52 SE ALL SAPS. 9 (FOR CDIyDpAL ORA-WAYS ALIO NFFT HAMER O CONCRETE PATH W/GRAVEL INFILTRATION SHOULDER O ASPHALT PAVING TRANSITION SLAB TO CONCRETE DRIVEWAYE O COMMERCIAL DRIVEWAY-CONCRETE PAVING VEHICULAR L6.0 NOT TO SCALE XOTT09CAL NOT TO SCALE E 4 SHEET 28 OF 02 B ma N�'.a`m AEI{IA [ I • r ESA ' }:} SIGN N0. OR7-9a f)� I.. ORM e - wvNE NOR "RM,e_/ dt caew.rM 1 T s. nio PARKINO e , ,..______, .. .„ v. O a M 4f® ��j a AI I eJ \' it A, �` - PARKING PMmMI Mahl^9 BRY!^Plk:GIiY:EYI.MwMwMe '>• _ •, [•7 PaveRMMR MIAMIE Rana Same Y4MMMee. RESERVED H �seTe ,P VA N PARKINGI- ¢ of (13 : �.wff Epp ADM; _.__.. -_ - 1' (L Z = Be le t T W i 1. ALL PAVEMENT MARKINGS ARE TO BE PREMARK DURABLE NTNYM e1 N I PMtnaea Wa'Nq LsaMrI* *.e'vase resema. l;n �P 1, 7 z W _`^ .— THERMOPLASTIC WHITE AS SPECIFIED OR APPROVED. H ' qR U. INSTALL ACCESSIBLE PARKING SIGN AT EACH DESIGNATED STALL. fpYREe FI611RE ACCESSIBLE ia ~ ft W w V 6 SIGNAGE SHALL COMPLY WITH CURRENT STATE REGULATIONS AND l r0 gi DENOTE VAN ACCESSIBLE':AND WHEELCHAIR USER ONLY'SPACES I ® M'- •� IYT 4 ay ® WHERE SHOWN. f'a '•• '• ) nyaa L W NM1. O E O ACCESSIBLE PARKING STALL ..0Lor SIGN R7-BP O SIGN R7-8 3 11.1 Y a CL B C NOT TO SCALE NOT TO SCALE NOT TO SCALE } OI) _ g CC_ re A A Me M b M DATE DESCRIPTION G 8 t E a DRAWN TTF CHECKED DMS PROST• Dp10MEBJAI DO NOT �ND.E -1 n_ .� . Moro NWo 0' ITT BID SET ik j ENTERnRE -\ AIM"41^e NOVAS �T J SITE DETAILS p OT AMMO,OMBPe OREGON DEPARTMENT OREGON DEPARTMENT OF TRANSPORTATION OF TRANSPORTATION £ SIGN OWOfl SIGN RB-1 8 i O SIGN POST ASSEMBLY O BIKE-PED WARNING SIGN O DO NOT ENTER SIGN "m RIMER z NOT TO SEALS NOT TO SCALE NOT TO SCALE L6.3 SHEET 29 OF 42