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PFI2016-00208 CITY OF TIGARD PUBLIC FACILITIES IMPROVEMENT PERMIT COMMUNITY DEVELOPMENT Permit#: PF12016-00208 13125 SW Hall Blvd.,Tigard OR 97223 503.718.2421 Date Issued: 09/27/2016 Parcel: 2S104DC05800 Jurisdiction: Tigard Site address: 13950 SW ALPINE CREST WAY Subdivision: None Lot: None Project: Friends of Bull Mountain Park PFI Project Description: Installation of sidewalk and curb at terminus of SW Woodshire Lane. Removal/replacement of pavement Owner: FEES Description Date Amount PHONE: Contractor: PHONE: FAX: Applicant: TORAJ KHAVARI 13950 SW ALPINE CREAT WY TIGARD, OR 97223 PHONE: 503-706-3862 Total $0.00 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 Not Present Signature: Issued By: Special Conditions(See Attached) Note:THIS PERMIT DOES NOT COVER WORK ON PRIVATE PROPERTY Conditions for PF12016-00208 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/1 02-WORK SITE AREA Applied Notice The work area and approach roads shall be maintained in a clean condition,free from obstructions and hazards. The spreading of mud or debris or storage of materials or equipment of any kind upon any public roadway is strictly prohibited and violation shall be cause for immediate cancellation of the permit. The City may at any time order immediate clean-up and suspension of work to accomplish clean-up- PFI—Sidewalk/1 03-WORK SITE EROSION CONTROL Applied Notice Prior to starting work, effective and approved erosion control devices must be installed and maintained meeting the Clean Water Services and DEQ requirements. The City may at any time order corrective action and suspension of work to accomplish effective erosion control. PFI—Sidewalk/1 04-WORK SITE REPAIRS Applied Notice Disturbed landscaped areas shall be restored or replaced. Existing signs,pavement markings, mailboxes, etc.shall be reinstalled or replaced,with like kind of material. Obtain City approval of restoration work. PFI_Sidewalk/C 05-PRECONSTRUCTION MEETING Applied Notice Before initiating any construction activity,the applicant shall coordinate with the City's inspector, <Insert Name>at<Insert Phone#>, to establish a preconstruction meeting. PFI—Sidewalk/1 06-NOTICE TO COMMENCE WORK Applied Notice The applicant shall notify the City's Inspector twenty-four(24)hours prior to commencing work, prior to any staged inspection, and after completing work covered by the permit. PFI—Sidewalk/1 07-PERMIT/PLAN ON SITE Applied Notice A copy of the permit including a Certificate of Insurance,and all attachments,and a copy of the approved construction plan and all amendments shall be readily available at the work area. All work shall conform to the permit terms, conditions and provisions and to the City approved permit plans,and approved plan amendments and to the City's standards and specifications and to these General Conditions. Changes to any of these must be approved by the City, in advance of work performance. PFI_Sidewalk/[ 08-EMERGENCY CONTACTS Applied Notice Provide to the City inspector, in writing,the names and 24 hour emergency telephone number of two(2)persons who have authority to resolve problems,take corrective action and, in general,will be responsible in case of any emergency. The applicant shall notify the City Inspector, in writing, of any/all assignment changes. PFI Sidewalk/[ 09-OTHER Applied Notice RECEIVED City of Tigard SEP 21 2016 PUBLIC WORKS — ENGINEERING CITY OF•TIGARD li-ol Public Facility Improvement (PFI) PR INEERING DESCRIPTION OF WORK (in the right-of-way) TYPE OF WORK Check one: ❑ Utility Connection ❑ TYPE 1—Franchise Utilirn Work ® Sidewalk/driveway approach Work performed by NWN,PGE ❑ Street improvements and/or utility agency. Detailed description: 7r�IST74`l f4T1 9r,3 b F 5 %DE TYPE 2—Sidewalk/Driveway/Sewer A N O C LkK Q A T- -TE-P—M i fV v\Sy F 5 w Work performed for the purpose of. Z Sidewalk installation or repair. LA n1L�. 52�vL.tOyq� \ ti:Pl.rICEY✓1�ryT' of P��1�M�NT' • Driveway approach installation Property address/location(s): 139 S O S w A t_�l�E C RT and/or repair • Sanitary sewer lateral installation \n/p*`( . hQ(L-n-f S11J%_- AD"FRCM-NT To W0R1L. A2.�_A, and/or main line tap PA El TYPE 3—Full scale Development Applicant: 6R IYJD,S O 6 .u-i- rhoL,Li,p4aw PAiy- Work performed with Land use Address: I 3/1 S W Al 0100 0�1 Oy approval which includes any of `1 47Z7- 3 � the following: City/state: TwGir.D, QV_ 4 7 Z Z 3 Zip: • Subdivisions or Partitions Phone: Email: • Street widening Contact name: TOR 113 Kha VA-Q I Phone: 50:3 • Mainline installation for Sanitary sewer,Storm sewer,Tigard water Contractor: U SL- T K C . and/or Tigard Water Service Area CCB#: 9 9-7 9 3 Expiration: SUBMIT COMPLETED APPLICATION TO: Address: °4 6 12. Sr \L,I t Y r4 t—P1,, A\Y iE N U E City of Tigard City/state: NJ 1 LWA%,t IL ►t O R Zip: 9-7 2--L Z Planning/Engineering 13125 SW Hall Blvd. Phone: G5C' 48 la so 1,00• CD rn Tigard,OR 97223 Contact name: G VUC, Phone: 503 -116C)-4-134- Applications for"minor work in right-of-way" LAnlD5GAPL- only may be emailed to: eev Lo.N.Go HA KSt ►`I LAt.1D5CAPC NRCI4 1Tk�CTS P.C, =Wertnits ktiria d_or•gov Address: 1100 Nw G uSa.r.t sTR # i ia City/state: Pbp_1-L-A jb ., UR. Zip: q-I-_0q Phone: 503 -2-IIS- 243-4 Email: ko-cl(��nlndtn�Grt . Cp,rvl Case No.: I I _& W (0• 0oZ 08 Contact name: IGL�,rA- l-O..n q p Application submittal fee: Additional fees: Estimated value of work is required (if over$5,000):$ -7 4 t U.TO 'application accepted: (within the public right-of-way) By: m 3 Date: 9 J 2 (e Is work related to a LAND-USE DECISION? El Yes [A No Application reviewed: If so, please specify (MLP, SDR, SUB, etc.) case #: By: MIkL L,S Date: !6 Applicant notified: El Is work related to a BUILDING PERMIT? Yes No By: L � Date: If so,please specify(BUILDING PERMIT)case#: l:\CURPLN\Masters\Land Use Applications Rev.07/09/2015 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. *When the owner and the applicant are different people,the applicant must be the purchaser of record or a lessee in possession with written authorization from the owner or an agent of the owner. The owner(s)must sign this application in the space provided or submit a written authorization with this application. BY SIGNING BELOW,THE APPLICANT(S) SHALL CERTIFY THAT: • The above request does not violate any deed restrictions that may be attached to or imposed upon the subjcct} roperh. • If the application is granted,the applicant will exercise the rights granted in accordance with the terms and subject to all the conditions and limitations of the approval. • All of the above statements and the statements in the plot plan,attachments,and exhibits transmitted herewith,are true;and the applicants so acknowledge that any permit issued,based on this application,may be revoked if it is found that any such statements are false. • The applicant has read the entire contents of the application,including the policies and criteria, and understands the requirements for approving or denying the application. SI ATU Sof owner the subject property required. A. pplican Authorized Agent's signature Print name Date wner's signature Print name C(17t Date Owner's signature Print name Date Owners signature Print name Date PUBLIC FACILITY IMPROVEMENT PERMIT City of Tigard • 13125 SW Hall Blvd. • Tigard,Oregon 97223 • www.tigard-or.gov 503-718-2421 • Page 2 of 4 DEVELOPMENT ENGINEERING FEES , STAFF USE ONLY Public Facility Improvement(PFI) Permit: DETAILED SUBMITTAL REQUIREMENTS APPLICATION FEE Part 1: Required submittal fee$300.00 FRANCHISE UTILITY AND SIDEWALK/ PERMIT FEE DRIVEWAY AND UTILITY Part 2: All non-water system improvements CONNECTIONS,ETC.(work in the right of way) Engineer's estimate X 5% (less $300.00 submittal fee) Engineer's estimate X 2%Plan Review Sketch (including information below) WATER SYSTEM FEE El Dimensions Part 3: All public water system improvements aNe Engineer's estimate X 12% ❑ Street Nam ❑ Site Address PFI Permit Fee Exemptions: There will be no permit fee charged,or assurance required FULL SCALE DEVELOPMENT for the following types of work: (Subdivisions/Partitions and Street Improvements) • Sidewalk repair(less than 20 lineal feet) • Relocate or replace mailbox Design Plans • Ditch cleaning that does not involve regrading. (6 sets,2406 or 22x34) • Weephole repair ❑ Cover—Site,Vicinity,Abbreviation,Legend • Curb repair or replacement(less than 20 lineal feet) ❑ General Notes(City,Water,Sewer,etc.) • Lawn sprinkler system installation or repair ❑ Street(Plan,Profile) • Street tree pruning or planting ❑ Water,Storm and Sanitary(Plan Profile) • Planter strip landscape maintenance ❑ Water Quality Facilities • Test wells ❑ Grading ❑ Landscaping/Tree Plan ❑ Composite Utility Plan(Electrical,Phone,Gas, Note: A cash assurance may be required per Storm,Sanitary,Water,Signage,Street Lights,etc) TMC 15.04.140. (customer deposit) ❑ 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.) Additional Submittals (per Land Use conditions) ❑ Traffic Report ❑ Storm water Drainage Calculations ❑ Geotechnical Report ❑ Preliminary Access Report(Sight Distance) ❑ Proposed Plat ❑ Pathway Design(if applicable) ❑ Water Department Approval PUBLIC FACILITY IMPROVEMENT PERMIT Citv of Tigard 13125 SW Hall Blvd. • Tigard,Oregon 97223 • www.tigard-or.gov • 503-718-2421 • Page 3 of 4 SAMPLE SKETCH: Edge of Pavement I -'*— Ditch StreetlightI — ----------- —r--- °- P,&kL Dram C=1 o 0 1 ' i—FrOT)w 'Me-- i . Existing House 1 Existing 1 ,. >.I Driveway di I vi I 1 ii 3 I . o� a co vim' 1 1 IU ' I 1 0 i I � Existing Shop C" � J 1 Powerpole I I d 1 �a. o . o 95' —-—-—-— _ ---------- I , O �toperiy Line I I I Fire Hydrant(FH) � � I Scale: '1"=30' � � I � I I � I I i � I MINIMUM SKETCH REQUIREMENTS (Put"N/A" if Not Applicable): North arrow Property lines & dimension Slope of property Street& street name(s) Existing building, structures Utility& street light poles Proposed work Existing curb or edge Trees Existing S/W or of pavement Existing utility locations D/W apron (sewer,water, storm) PUBLIC FACILITY IMPROVEMENT PERMIT City of Tigard • 13125 SW Hall Blvd. • Tigard,Oregon 97223 • www.tigard-or.gov • 503-718-2421 Page 4 of 4 Woodshire Lane Estimated Costs: Item Quantity Unit Cost/Unit Total Clear& Grub 1 LS 500 $ 500.00 Erosion Control 1 LS 200 $ 200.00 Traffic Control 1 LS 500 $ 500.00 General Excavation 60 CY 35 $ 2,100.00 Pavement Demo 120 SF 2 $ 240.00 New Pavement Section 120 SF 5 $ 600.00 Concrete Standard Curb 24 LF 35 $ 840.00 Concrete Sidewalk 180 SF 6 $ 1,080.00 Boulder Wall 45 SF 30 $ 1,350.00 Total $ 7,410.00 SHEET INDEX BULL MOUNTAIN PARK LANDSCAPE L001 COVER SHEET L101 EXISTING CONDITIONS PLAN PROJECT TEAM L201 TREE PROTECTION PLAN L202 DEMOLITION PLAN L203 EROSION AND SEDIMENT CONTROL PLAN o OWNER: CLIENT: LANDSCAPE ARCHITECT CIVIL ENGINEER L204 EROSION AND SEDIMENT CONTROL DETAILS g L301 MATERIALS PLAN a CITY OF TIGARD FRIENDS OF BULL MOUNTAIN PARK LANGO HANSEN LANDSCAPE ARCHITECTS SISUL ENGINEERING L401 LAYOUT PLAN Contact: Heidi Baker, Associate Contact: Tom Sisul L402 LAYOUT PLAN A 1100 NW Glisan Street, #36 375 Portland Ave, L403 SCORING AND EDGING LAYOUT s Portland, OR 97209 Gladstone, OR 97027 L404 SCORING AND EDGING LAYOUT o heidi®langohansen.com tomsisuI0sisulenginee ring.com L405 LAYOUT PLAN — CURB AT PLAY AREA _ Ph: 503.295.2437 Ph: 503.657.0188 L501 GRADING PLAN Fax: 503.295.2439 L502 GRADING PLAN t -59 S U -S W A L P I IV r RL-5 r ��{ L601 PLANTING PLAN L602 PLANTING PLAN L603 PLANTING LEGEND AND NOTES ALGA 2 D� OQ. , `N'1 2.2.3 L701 SITE DETAILS 1�or -.�L702 SITE DETAILS � TFFIS L703 SITE DETAILS L704 SITE DETAILS Sa£tT L705 SITE DETAILS oaecon9° L706 SITE DETAILS 'l 3720/�6 L707 SITE DETAILSg L708 SITE DETAILS L709 SITE DETAILS L710 SITE DETAILS L711 PRELIMINARY PICNIC SHELTER DETAILS L712 PRELIMINARY PICNIC SHELTER DETAILS L713 PRELIMINARY PICNIC SHELTER DETAILS CIVIL C100 WATERLINE PLAN NZ tY QY n a Z l7I tz rA 11Q S T-U vJ o rZ Ie- t >\I 't-tfi C Q I a �- 00 CZi�,Kr-rJI=- Y Z -F- .. J0 O m� 0 U O r) J z w :D 100%CONSTRUCTION DOCUMENTS COVER SHEET t n REWSIONS wr N SCALE AS NOTED 1 VICINITY MAP DRAWN BY BEO DATE 07.01.2016 Site Address: PROJECT NO. 1534 SHEET L001 PER ASBUILT 1 UTILITY STATEMENT: VERTICAL DATUM 1 PER ASBUILT THE UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED FROM LOCATE PAINT VERTICAL DATUM BASED ON OPUS SOLUTION(THROUGH NGS)NAVD 88. MARKINGS TIED IN THE FIELD SURVEY AND AS-BUILT DRAWINGS PROVIDED BY UTILITY COMPANIES.THIS SURVEY DOES NOT SHOW ANY PAINT MARKINGS TEMPORARY BENCH MARK(TBM)-ELEVATION-518.25' CAUTION: UTILITIE PROVIDED AFTER THE FIELD SURVEY WAS COMPLETED.AS-BUILT DRAWING WI711 UNKNOWN 1 __ I INFORMATION THAT WAS NOT PROVIDED IS NOT REFLECTED ON 1M15 SURVEY. DESCRIPTION: 1 1/2•IRON ROAD AS SHOWN. CONNECTIONS AS-BUILT INFORMATION.IF PROVIDED.WAS USED TO IDENTIFY UNDERGROUND L 0 T 2 5I ' PIPE SIZE AND TYPE(IF SHOWN,AND NOT MEASURED).PAINTED SIZE CAUTION UNKNOWN KNOWNES INFORMATION,IF PROVIDED,WAS USED TO IDENTIFY UNDERGROUND PIPE SIZE HORIZONTAL DATUM AND BASIS OF BEARINGS 5'HIGH CHAINLINK _ WITH UNKNOWN Vi FENCE I�I - '�\\ Y CONNECTIONS AND TYPE(IF SHOWN,AND 1407 MEASURED). IF NO LOCATE PAINT MARKINGS N �♦•-- 4'HIGH 1 \ WERE PROVIDED,AS-BUILT INFORMATION WAS USED TO HORIZONTALLY LOCATE HORIZONTAL COORDINATES ARE LOCAL DATUM PLANE GROUND COORDINATES I 41-FIR 07-M N8812'58"W BARRI ` L 0 T 2 6 THE UNDERGROUND UTILITIES, 9 BASED ON THE OREGON STATE PLANE COORDINATE SYSTEM NORM 2014E / ---__` �� 1 N DATUM PER OPUS SOLUTION. \ \ -�_ THIS SURVEY MAKES NO GUARANTEES THAI THE UNDERGROUND UTILITIES ~ \ / / 18"-MMCFhl•-FIR \ - SHOWN COMPRISE OF ALL SUCH UTIUMES IN THE AREA THE UNDERGROUND r" / ../ O27"-MAPLE \\ \ DB'-FIR\ \ 5'MIGA\CHAII1l1NK\ UTILITIES SHOWN MAY NOT BE IN THE EXACT LOCATION AS NOTED ON THIS NOTES: g / \ \ \ FENCE \ SURVEY,BUT ARE LOCATED AS ACCURATELY AS POSSIBLE FROM THE I 26-FIR \ 4"SEWS \ \ \ \ 1. PROPERTY BOUNDARY LINES SHOWN HEREON WERE LOCATED BASED UPON Iw ��-r/, \ \ INFORMATION PROVIDED.MANHOLES OTHER THAN SANITARY AND STORM SEWER I 27 FIR \ S ��,�EQUOIA 25"-FIR WERE IDENTIFIED BY MANHOLE LIDS AND MAY NOT BE LABELED CORRECTLY. AVAILABLE SURVEY MONUMENTS,ANO RECORDED DOCUMENT$(RECORD Of• 'FI` ( {'hSURVEY 31927,WASHINGTON COUNTY SURVEY RECORDS).06 MM F,/ R 35"-FIR\ \ \ 1 31"1-nRI I 1 `{1 2. TREE$FECES IDENTIFED BY HXPR ARE FOR REFERENCE ONLY AND 0178"-LINK \_ b 1 36-{TR \ I 1 1 1 1 UTILITY LOCATIONS MUST BE VERIFIED BY THE STATE UTILITY BF vERIF Eo BY AN ARBarNST m ()6'-MAPLE�O \ __ \ J 1 [ 1 [ E NOTIFICATION CENTER IMMEDIATELY PRIOR TO ANY EXCAVATION. / ' 23•-FIR • -_\ \\ \ I \ 1 \ C 06•-MAPLE \ \\ \\ 107"-flR\ \ \ 1 �\ \ � UTILITY LOCATES WERE REQUESTED[11/09/15]UNDER TICKET NUMBER(15268697] ABBREVIATIONS: � s / 25•- - --_ 1 ( \ \06"-F�t\ \ 1 FOLLOWING IS A UST OF UTILITY PROVIDERS NOTIFIED: CONC -CONCRETE c r ___25•-FIR \\ -}ry't' _� \ \ 1 \ IE -INVERT ELEVATION po [ A \ \ M 32•-FIR ` \ 1 1 \ \ \ 37-FIR CMCS701 CONCAST CABLE COMM.MNGMT,LLC (001)364-1063 C \ \ \\ \ \ 1 \ 1 I GTC11 FRONTIER COMMUNICATIONS (800)778-9140 UNK -UNKNOWN Is 14"-FWT \ YY'�\\- \ / \ N•-FIR \ \ \ 1 \ I I I I 1 G7C21 FRONTIER COMMUNICATIONS (800)778-9140 \\ _ 2Y-FIR \` 20•-FIR\ �./� I I I I 911A401 NW NATURAL (503)220-2415 14-MILE 21-FIR \ \ 1 1 I PGE03 PORTLAND GENERAL ELECTRIC (503)255-4634 I ( \ \ ,w-,i •4S�) I (I[I �I// �`39•"--FI-R-�� J\\ \ \\\\\ " 11 11 I1( II I III III I[ TISTOTYGaDU ( 7e2591 STORM S EW ER NOTES 9-FIR WGARDI OFTIaTILITIES W3)1 ` \ CONC PAD W/ I27-FIR 24-FIR /119-FIR �B-iR _PICNIC TABLE I 1 DENOTES ASBUILT SEMS RECIVED CATCH BASIN 1 RIM-546.64• 20-FIR MANHOLE LOCATION IO : IE 4•PVT;(s)-545.77' SUMP-545.39' 4 \ / TM \ 1 1 \ 1 1 I I 1 DUE TO THE HAZARDOUS NATURE AND APPLICABLE DINA REQUIREMENTS REGARDING 117 / 12•-FIR \ / M7 I 17" 25•-FIR\ \ \ / / \\ 1 1 \ 1 1 1 1 1 I I [ I I L CONFINED SPACES.IT IS COMPANY POLICY TO NOT SEND OUR FIELD STAFF INTO I �1 ]`;,i \\ \\ \ =5•_ 104M16'-FIR 1 \ \ 1 1 1 1 ( I I I I L UTILITY MANHOLES TO RETRIEVE DEPTH AND SIZE INFORMATION(PIPE SIZES AND '� 1 \ \ 1 1 l 1 I 1 MDEPTHS ANHOLE RE OBTAINED THROUGH ABOVE GROUND METHODS). THEREFORE,ANY TOPOGRAPHIC LEGEND: \ \ 12•_y MILE \\ 15•-iIR\ \ \ 1\ 1 1 ; 11 } I II 11 \( ON INFORMATION SHOWN HEREON IS SUBJECT TO AN UNCERTAINTY 07�M LE\ \ \ _- //SS\\ \i/ IN ACG NDCY OF PLUS OR MINUS 0.1'OR GREATER(DEPENDING ON DEPTH,SIZE, --" STORM SEWER UNE 2Y-FIR \ -\\ T 2a/'��/\ \ \ \ \ 1 \ \ 1 \ 1 FLOW.AND CONSTRUCTION OF MANHOLE). MANHOLE PIPE SIZES ARE ALSO SUBJECT GAS LINE \ \ \ \\ \\_ 20•-FIR1Lr \\ \ \ \ \ \ \ 1 I 1 1 1 \ 1 1 TO AN UNCERTAINTY OF TWO INCHES OR MORE(DEPENDING ON DEPTH,SIZE,FLOW, _____ FENCE CNE,TYPE AS NOTED •-� \ \ _ ---YYY\\` \ 1 1 1 AND CONSTRUCTION Of MANHOLE), IF A HIGHER ACCURACY IS NEEDED.ADDITIONAL I -- --Z"-FIR'-rte f \ TL \ \ \ \x\26-FIR \ \ \ \ 1 1 \ 1 / - "'yZ,�N`�`.\ 'EL \ __� \1T•_yAp� \ .{Y\7\ \ \ \ \ 1 \ 1 1 \ 4 TIME.EQUIPMENT,AND PERSONNEL WILL BE REQUIRED TO ENTER THE MANHOLE AND TELEPHONE UNE RETRIEVE SAID INFORMATION. Cl) _ \ \ \ ` 542--- a-^\ \\ \ \ \ I 1 l \ 1 \ 1 \ \ 1 ELECTRIC UNE / -- ZS=FIR\.eATH \\Y•-Fl�1\ ` \ 26•-FIR -\ \\ ' IR \ \ \ \ \ 1 \ 1 1 \ \ MANHOLE LOCATIONS SHOWN ARE TO CENTER OF LID.NOT CENTER OF STRUCTURE. kr) 2`-FIR \' ``` •_ �'' - \\ \ 2�\FIR\\ \ \ \ \ \ 1 \ \ \ \\ 1 ,11 ` ///////////// BUILDING LINE r _124EMi /`__ `-4F` �� 38 \ \ \ \ \ \ \ \ \ \ \ \ \ �' 1% UTILITY LINE 15 BEUEVED TO 211-FIR \ `, \ \ \ \ 1 CONTNUE.CONNECTION NOT LOCATED O 14' MAPLE \ \ \ \ \ \ \ \ \ OR UNKNOWN 15=FIR- 33"-Fl�1 ` 26--ARS\ MAJOR CONTOUR-5 INTERVALS \ '43�-FlR \ \ \ \ 22•�IR \ \ \ ( `r \ \ \ \ \ 1 1 1 1 \ /' _ \ MINOR CONTOUR-1'INTERVALS X \J\06•-MAPa� li\CK=LAWE____ \\ \\\ \ .� \\ \ ( 1\ \\ \\ \\ \\\ \\ 1\ \\ \\ \\ \\ \\ 1\\ \ \I \ R UNKNOWN STAND PIPE 13•-flR y-1 \ \ \ \ �}j^-\r \ \\ \ \ \ \ \ \ \ \ \ •\ \ 1 IIB CATCH BASH �''�-- \ �♦ `\ \ \\ _ �\-Ip�/ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ 1 \ \ 1 L ❑ - swaE POST SIGN 14'-FIR \ 6' ) __ _ \ \ _ _J SIR\\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ ® WATER METER ® PICMC TABLE IRRIGATION BOX In BENCH MR YEA 'Mi*FIR�'-� \��,,�� \\ _ \_---\ \\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ 1 1 \ \ WOBO BUIL' �_ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ ` w GAS STAND PIPE CONIFEROUS TREE 20" FIR \/�� N 14--FIR �\ \gN2g7pg FlR _\ \\\-- \\ ATE ix fAUTDI�.N PO'�FR\yD \\ \\ \\ \\ \\\ \\\\\\\\ i \ \I \I \\ 1\ \\ \\ \ ; ,o-, IMATE DIAMETER POWER STAND PIPE BREAST(APPROXHIGH AS NOTED) �/ yi I 1 "1Z 111"-FIR \ \ \ MSAs uLLI % 5 \ \ \ \ \ 1 ,, \ \ C 1111 AN / \ \ 1 \ 1 \ \ \ \ ` CABLE TELEVISION RISER DECIDUOUS TREE x Z I \\\15"-Fl \ / _ \\ 3_ \ ,Q,I / OONNEOION� ( 1 \I \ \\ \ \I \I 11 1 1 1 1 1 \ \\ \ \\ \ 0 DUMETERMBREAST Q FIR1 L TELEPHONE RISER [ ; ``'J \28•-FIR \ I/ \BAT\A \ 1 1 \ \ \ 1 1 1 1 1 1 \ \ \ \ A HIGH AS NOTED) Nl \ 0 ELLOVZ\5481,5* 1 1 \\ \ ) 1 I 1 1 1 1 1 1 \ \ 4\ \ \ ROCK(SIZE AS NOTED Z \ \ \ 1 1 \ 1 \ EXISTING CONCRETE SURFACE Q ) 39"-F'W \ 7-FIR 1Y-UNfC ``\ •-Flk \ - \ 1 \ 1 1 1 \ 1 1 1 1 \ \ \ \ Q 4 J ` \\\ \ ) \ \ \ \ I 1 \ 1 \ 1 1 \ \ \ I, W FOUND MONUMENT AS I_In \ \ \ "\ \ \ I J J \ \ \\ Ilk \ I I I 1 \ \ \ \ \ \ \ \ \ 6 NOTED IN TABLE PROTECT. ?Q I \\\ V12-RRS \ \ / \ \ C \ 1 1 \ \ \ \ \ \ E%ISTING ASPHALT SURFACE28•-Flfj O -FOR\\ •-FIR \ \ 1 \ \\ \\ \\ \ \ 1 I 1 1 \ \ \ \ \ \ \ \ \\ \\ \\ \ PURPOSES ANLD DO NOT NECESSARS SHOWN HEREON LY SHOFDR W HHAHPE SIZEICAL ,ROTATION J O \ \ \ \ \ s.. -• `� \\ \\ \\ \\ \\ [ 1 I \ \ \ \ \ \ \ \ \ \ \ \ \ CONDITION,TYPE.ETC.OF THE ACTUAL PHYSICAL IMPROVEMENTS THAT THEY Co 10 E- -MAPLE ,`\\ k REPRESENT. CONDITION,TYPE,ROTATION,ETC.MAY VARY AMONGST ITEMS _ I �\4�EIR �6"`4`PL\ \\\ \ \ S_ \ \ \\ \1 \\\ \\\ \\ \1 \II 1\ 09�IAPgLE I i i I\ \\ 11 \I\ \\\ \\\ \\ \I 11 1 ; SMOYM BY TME SAME SYMBOL. 0 Q(� ` \ \ oVE511 q0 BOAA IZ \ \\ 1 I 1 1 I a+t ANo\w�BR \\ \ \ 11 1 1 \\ Z "`FIR \ \ \ 1 1 \ \ 1 \\\ \ \ \ \ \ \ \ I 1 1 I 1 PI I�TAB,E \ 1 \ \ 1 1 1 \ 1 J W 08'APPLE\ \\ \ 1 1 1 \ \ I 1 1 1 l 1 1 J LL I ` 2S�I _ \ \\ D(E OF\ 07-FlR \ FI \ �\\ ._ 1 \ la, ia- �� I 26"-FIR \ \, \ \ 1 _ 2o•z I 7"JPNEI o9•APPLf„ I\ FlR � � 16)vFR 11 I I~\p / -y` ,'12"(FlRI \\ / / J I I [ J i I ED OFI LAN95CM�1G I 24•- a\ I 117�FlRI\ \ 2 R\ 2YFl11 I I / r \ [ \ \ \ I / \ ISD-flR I 11•-FlR -��-� it _ •� \\y 11 11 I`E/1 OB"-FlR7,r '��\` i-1��\\,\\\\\\ M3�UNN� \7\�R\\\\\\ \•-� \\ \I ( 11"-MAPLE 0`7-FIR �/ 100%CONSTRUCTION DOCUMENTS j�07•-UNK O)�f� �•-FlR 0 i0 20 40 I TAX LOT 5 8 0 0 1 •-MAPLE EXISTING CONDITIONS PLAN SCALE, i"- 20• I I 0 ti o o= REVISIONS TCA 4 rc� g 6 w NBB•13'59"W - -_____________ 16. I TAX LOT 500 ; I TAX LOT 400 1 i cd 0 bb/ H E > SCALE AS NOTED 1 h+4 Fi1 Iy w u DRAWN BY BEO DATE 07.01.2016 i z - PROJECT NO. 1534 z 0SHEET wo w L101 TREE PROTECTION LEGEND ABBREVIATIONS I , 'I SURVEY BOUNDARY ARCH ARCHITECTURAL _ --- CAL CALIPER ------ \ I� PROPERTY LINECONC CONCRETE r SCti l C -` DIA DIAMETER ` ��- I Lao- (•'? EXISTING S TREE DECIDUOU DOH DIAMETER AT BREAST HEIGHT TO BE PRESERVED DWG DRAWINGS 1 TREE, - EXISTING CONIFEROUSEE EQ EQUAL " 4•-nR tNdg y1 l 07 M'_�� s _ TO BE PRESERVED HT HEIGHT III 3, r -, ,r-FIR- .rrc- ABLE - N/A NOT APPLICABLE = 53. EXISTING CONIFEROUS TREE, NO NUMBER Q - ce FIR X O.C. ON CENTER ff 26'—FIR L ^ti v ,` =� 2T"MePL�s 3 sEou3n ^ TO BE REMOVED PA PLANTING AREA �. °u'SEQUOIA 'YS•-FIR`` �-{ \ O ` s s O rain3• p ! — TREE PROTECTION FENCING, 06 /fL O-,3s-FlR 3, FIR 1 SEE NOTES AND SPECS SF SQUARE FEET UNK .� 1_ _.�:� 34 FIRS_-Q3j 4 �1 - SIM SIMILAR ', ;� I 1 EXISTING CONTOUR LINE d m _� TREE MITIGATION NOTES: L nR \ TREES TO BE REMOVED els FIR ✓ \ •,�� ), 25 FIN I�, ' j0R - C 32-32-FIR - `F3r-Fla ( TREE SPECIES 1. (3) TREES ARE PROPOSED TO BE REMOVED. PER q f to-FIR 0` O _ o _ \ # SIZE STATUS = ,r-.RR \ (Botanical Name - Common Name) THE CITY OF URBAN FORESTRY MANUAL, SECTION 6 mtFR - 2z FIR 3o F' 1 Pseudotsuga menziesii - Douglas Fir 11" TO BE REMOVED (SENSITVE LANDS TREE REMOVAL AND \ ! o'.t4_MlR(E _ 1 \i �, e 6 O \ REPLACEMENT STANDARDS), A TOTAL OF (3) /J ! L T- 1 ; " - -� \ 2 Pseudotsu o menziesii - Douglas Fir g" TO BE REMOVED 1 <. t9'-nirr \ n'-Fla '-FR z g g MITIGATION TREES ARE REQUIRED TO BE PLANTED o II ) /�`, 1 - �; 33•�,RE oop A i AS A PART OF THIS PROJECT. REPLACEMENT TREES 3 Sequoia sempervirens - Redwood g" TO BE REMOVED \ J f O _ n 21•_r `-� SHALL BE PLANTED ACCORDING TO SECTION 6, O 19 F c,�1� r R y 7o rR c \ PART 2 OF THE URBAN FORESTRY MANUAL. 13''ME c �'� ' \ lS 2y�tk �I r 2. SEE PLANTING PLAN FOR MITIGATION TREE ti 345 v > -,QJ a\ -MAPLE 10 {`p M�ae2 lis n t LOCATIONS. ,� 1?y,!� I /W-MAPLE . -�: .�' / •� t.`_ , ,F-FR /,1ij S,RS�`y'.aw =',• !. :`^ y,. 27-FIR °" "'•;-;`�/�--� i'c.._.>�';•�- 1 y oaecoN i TREE PROTECTION NOTES ° / f L �i.�0 `LTi`{ i _ r �} �I �t. O 1 1. THIS PLAN IS BASED ON A SURVEY BY HARPER HOUF E 0�R ` wry at � OR �i�r €rR F® A\ PETERSON RIGHELLIS INC. DATED 11/28/2015. NOTIFY 7T*FlR 1 i �r �9 t` - \IR OWNER'S REPRESENTATIVE OF ANY DISCREPANCIES � r^ �z<<nh / > DR IDENTIFIED ON SITE RELATED TO SURVEY INFORMATION _F- 1 4 I,APLE \ .F<R `\ 2� D \, PRIOR TO INSTALLATION. ( us-TtR _ �1:, n z q S o l ) F'R 2. CONTRACTOR IS TO FAMILIARIZE THE WITH (4) IDENTIFIED LOCATIONS OF PHANTOM ORCHID ti. l a ` oB-M APL - y ^ �' l7` �Q,A`Fr i \\ (Cephalonthera oustiniae) LOCATIONS PRIOR TO BEGINNING WORK. COORDINATE LOCATIONS WITH a 1�7 FLR < ' �L�� p, �—�� PROJECT REPRESENTATIVE. THESE AREAS ARE TO BE b �1 \ ;, \ PROTECTED WITH ORANGE SNOW FENCE, MINIMUM OF --- `•�� i ` 4' TALL WITH STAKES AT 5' ON CENTER. FENCE \� SHALL BE INSTALLED AS INDICATED ON THE TREE >L 2°'\FIR <� _?�FR'�;. _ r 1 \a REMOVAL AND PROTECTION PLAN OR AS INDICATED BY PROJECT REPRESENTATIVE. PROTECTIVE BARRIERS Q Y SHALL BE PLACED BEFORE PHYSICAL DEVELOPMENT ` o s \\\ MTARTS AND PROVEMENTSHALL STAY IN ARE COMPLETE. UNTIL Q. Z \19'-Fl �... 1F UNK b 22-'P. r.'T�'^" '�' Fl 1 3. PROTECT ALL TREES INDICATED TO REMAIN, INCLUDING 1 BARK AND ROOT ZONES. INSTALL PROTECTIVE FENCING - 4c 28--FIR,'© a ` �4 l WHERE INDICATED ON THE TREE PROTECTION PLAN. O(9 12 "� 1 PROTECTIVE BARRIERS SHALL BE PLACED BEFORE Z S 1 PHYSICAL DEVELOPMENT STARTS AND SHALL STAY IN " G \ ^ -t' + ©-- .: "�`• � ' os6 � 1 PLACE UNTIL IMPROVEMENTS ARE COMPLETE. m} o ,11 25-FIR °,oy; ` 4. TREE PROTECTION FENCING SHALL BE ORANGE SNOW O L U V t'', v � _ , A \ FENCE. MINIMUM OF 4' TALL WITH STAKES AT 5' ON 11) NCE FIE SHALL BE INSTALLED AS 1,29--FIR \ \ ONNTHE TREE REMOVAL AND PROTECTION(PLAN OR AS w I 1�f_ \ -lru 1 INDICATED BY PROJECT ARBORIST. J LL - '57 J" F 11 5. EXCAVATION WITHIN THE TREE PROTECTION ZONE WILL 07•-FiR '? � `--i` 37._ ,`,, r`� �}� v '� I`, A BE PERFORMED USING ONLY NON-MOTORIZED m HANDHELD TOOLS AND SHALL BE THE MINIMUM 2a FIR � L`^t �a:X2 �I �7 an >dl NECESSARY TO ACCOMPLISH THE PURPOSE OF THE f 32ne I EXCAVATION AND TO ENSURE LONG-TERM SURVIVAL �� A�uxN` m 1 OF THE TREE. 24-0 6. TREE PROTECTION FENCING SHALL BE FLUSH WITH 22 FIR,I hA?�,R THE INITIAL UNDISTURBED GRADE. � R Y ��- - `r q M. 7. NO CONSTRUCTION ACTIVITY SHALL OCCUR WITHIN THE '� FITr SURV \D6r a _ nR"' a9 TREE PROTECTION ZONE, INCLUDING, BUT NOT LIMITED r\-_jI < BOUNDARY-=c _'. �_ }.,T FI F - 7 �R y_�_ TO DUMPING OR STORAGE OF MATERIALS SUCH AS 100%CONSTRUCTIONDOCUnnENTS P� OT�FIR , ` ��... ,`>' 26•-FIR BUILDING SUPPLIES, SOIL, WASTE ITEMS, OR PARKED ;� ter' ,�`- -�N y fi,fi4pkE�✓ VEHICLES AND EQUIPMENT. TREE PROTECTION PLAN 8. THE TREE PROTECTION ZONE SHALL REMAIN FREE OF CHEMICALLY INJURIOUS MATERIALS AND LIQUIDS SUCH AS PAINTS, THINNERS, CLEANING SOLUTIONS, PETROLEUM PRODUCTS, AND CONCRETE OR DRY WALL EXCESS, CONSTRUCTION DEBRIS, OR RUNOFF. REVISIONS 9. NO EXCAVATION, TRENCHING, GRADING, ROOT PRUNING OR OTHER ACTIVITY SHALL OCCUR WITHIN THE TREE __ ___ PROTECTION ZONE UNLESS DIRECTED BY THE PROJECT ARBORIST PRESENT ON SITE. I 10. NO FILL OR COMPACTION SHALL OCCUR WITHIN THE CRITICAL ROOT ZONES OF ANY OF THE TREES. IF COMPACTION IS UNAVOIDABLE, MEASURES SHALL BE SCALE AS NOTED N DRAWN BY BEO TAKEN AS RECOMMENDED BY A CERTIFIED ARBORIST t TREE PROTECTION PLAN TO REDUCE OR MITIGATE THE IMPACT OF THE FILL OR PROJECT NO.DATE a,7U01.2016 COMPACTION. SCALE: I"=20'-O" 05 w so ao SHEET L201 DEMOLITION LEGEND DEMOLITION GENERAL NOTES --------- SURVEY BOUNDARY 1. THIS DEMOLITION PLAN IS BASED ON A SURVEY BY --- PROPERTY LINE HARPER HOUF PETERSON RIGHELLIS INC. DATED 2 11/28/2015. EXISTING FEATURES MAY VARY FROM WHAT IS SHOWN AS-BUILT PLAN. CONTRACTOR TO VERIFY SEE ENLARGEMENT REMOVE ASPHALT PAVING AND FULL ; DEPTH OF ALL SUBGRADE MATERIALS ALL SURVEY, LOCATINFORMATION, EXISTING UTILITIES AND LOCATION OF MATERIALS TO BE o s19�1 ( REMOVE CONCRETE AND FULL DEPTH DEMOLISHED PRIOR TO BEGINNING WORK. NOTIFY OF ALL SUBGRADE MATERIALS OWNER'S REPRESENTATIVE OF ANY DISCREPANCIES ` BEFORE BEGINNING WORK. CLEAR AND GRUB - PROTECT ALL2. CONTRACTOR IS TO FAMILIARIZE THEMSELVES WITH a I -^ EXISTING TREES AND ROOTS o 4) IDENTIFIED LOCATIONS OF PHANTOM ORCHID ------- SAWCUT CONCRETE OR ASPHALT (Cepha!anthera austinioe) LOCATIONS PRIOR TO ` i � qb_ u _ PV BEGINNING WORK. COORDINATE LOCATIONS WITH EXISTING CHAIN LINK FENCE PROJECT REPRESENTATIVE. THESE AREAS ARE TO BE m r ,1 it a 1 '^ PHANTOM ORCHID AREA, , I__�x� J ! �,' ------- EXISTING CONTOUR LINE PROTECTED WITH ORANGE SNOW FENCE, MINIMUM OF o z PHANTOM ORCHID AREA, 4' TALL WITH STAKES AT 5' ON CENTER. FENCE _ _ TO BE PROTECTED. SEE p F \ O ' NOTE #2� ��l ` / TO BE PROTECTED. SEE�i / ` EXISTING TREES TO BE PROTECTED SHALL BE INSTALLED AS INDICATED ON THE TREE $, i I I O �' v f r EXISTING "PHANTOM ORCHID' i' d NOTE #2 REMOVAL AND PROTECTION PLAN OR AS INDICATED SIGN, TO BE PROTECTED. ` �. EXISTING 'PHANTOM ORCHID' -_ BY PROJECT REPRESENTATIVE. e .��y SIGN TO BE PROTECTED 3. SEE SPECIFICATION 31 11 00 FOR DEMOLITION AND �\ `\ ` f STAGING REQUIREMENTS. EXISTING CONCRETE PAD, TO BE f \ ' \ 1 4. SEE SPECIFICATION 01 56 39 FOR PLANT REMOVED. CONTRACTOR TO ` `I,\ �! �� ,"� e \ �/ 1 \ PROTECTION AND PRESERVATION REQUIREMENTS. STORE EXISTING PICNIC TABLE, ��\� 11 j10� \ � 0 ) j \ `� ` \` \ D> 5. PRIOR TO CONSTRUCTION CONTACT UTILITY OUTSIDE OF TREE PROTECTION'' `\ L I T7 Dv\J T$ ZONE. RELOCATE PER OWNER'S L � -- -' < ` < %\ . ,' I �; COMPANIES TO LOCATE AND MARK IN THE FIELD ALL 20 a kI:D ! \ UTILITY LINES SUCH AS GAS, WATER, ELECTRICAL sas DISCRETION. - - y �� < o x o o ' ;? I \\ / AND COMMUNICATION LINES. EXISTING SIGN, RELOCATEy �, ��`. l\,\`` `: �� 6. CONTRACTOR IS RESPONSIBLE FOR DEMOLITION OF /J O PER OWNER'S DISCRETION ` �� ; �) Q ,`� ` `," �� 1 �I ALL SURFACE MATERIALS, SUBGRADE MATERIALS, zo/ce FOOTINGS AND UTILITIES NEEDED TO CONSTRUCT d PROPOSED WORK. �1 7. PROTECT ALL EXISTING STRUCTURES, PAVEMENT, EXISTING BENCH, TO BE ,A. ` \� PROTECTED ` CURBS, FURNISHINGS, PLANTING AND IRRIGATION NOT i SCHEDULED FOR REMOVAL. +�. I� � 0 \v? �a `� � PHANTOM ORCHID AREA,,-��;�- TO BE PROTECTED. SEE`_ �7 1 1 8. PROTECT ALL EXISTING UTILITIES UNLESS NOTED FOR o \ NOTE #2-, DEMOLITION. 9. ANY CLEARING AND GRUBBING TO OCCUR WITHIN EXISTING 'PHANTOM ORCHID' SIGN, TO BE PROTECTED , ` TREE PROTECTION ZONE WILL BE PERFORMED USING f °s- `\\ `\ ONLY NON-MOTORIZED HANDHELD TOOLS AND SHALL BE THE MINIMUM NECESSARY TO ACCOMPLISH THE PURPOSE FOR THE CLEARING AND TO ENSURE T LONG-TERM SURVIVAL OF THE TREE. SEE TREE 4 v Gp � PROTECTION SPECIFICATION 01 56 39. cz ti_A - f� \\c2 10. REPAIR AND RESEED ALL LAWN AREAS DISTURBED 6--- --�' - - Y `:� _/�- _ ! p ° \ BY CONSTRUCTION ACTIVITY, INCLUDING SOIL '� a F 3Ja _ _ ., �`, \00 PREPARATION. SEE 32 91 19. ALL OTHER CL <Q EXISTING BATHROOM ` r` i `,\ w ,`.` °�` \y LANDSCAPE AREAS DAMAGED BY CONSTRUCTION STORAGE SHED AND \� Z Q ,` ,i\,\. SHALL BE REPAIRED OR REPLACED AT CONCRETE LANDINGS , _ i CONTRACTOR'S EXPENSE. TO BE PROTECTED 1� ,< \� `�;.`��` `. �``1 I \ \ 1 \\ \ \ \ \\ \\ 11. CONTRACTOR TO ASSUME MINOR IRRIGATION SYSYTEM Q \ •<'� �� >"r- \l i` k `. ` �,\ ,`.`` `y 1 1 ` \ REPAIR AND SHRUB REMOVAL ON PROPERTIES 00 \ ADJACENT TO WOODSHIRE LANE ENTRANCE. UZ J COORDINATE ALL WORK WITH PROJECT O REPRESENTATIVE BEFORE BEGINNING WORK. to k 00 t, 'O`� O \ ✓ ` `� `;.```,; \; `,`;`;` :` \\ \\ �"q 1 EXISTING CURB AND GUTTER, L o G� f u ki ` . . . \ \ \ \ 1 TO BE PROTECTED Z O xr X`i \` \` \ 1 -'\ ��i � � �\ `,` ` � . ., �\` I 1 \ , \ \ \ \ \ EXISTING SIDEWALK, TO J � <' �A I � f`� 1 , .. �* I \. \ \ A BE PROTECTED " a J \ \ °1` ` EXISTING ROADWAY, SAWCUT EXAND REMOVE AS SHOWN ISTING CONCRETE PAD, PICNIC TABLE m 'O- ` ` ``\:� `.� .\�\` 4�r AND BRICK WALLS, PROTECT IN PLACE. \ - SURVEY BOUNDARY-- - I I\ 1 EXISTING BARRICADE, TO BE REMOVED- L .r ` Y # ` } EXISTING BENCH, TO BE 1 EXISTING MESSAGE BOARD AND OVERT \ PROTECTED I 1` EXISTING SIGN, TO BE r EXISTING CURB AND GUTTER, HANG, TO BE PROTECTED ' - J TO BE PROTECTED h REMOVED AND SET ASIDE g' EXISTING ASPHALT DRIVEWAY. -(771 � FOR FUTURE USE I EXISTING SIDEWALK, TO TO BE REMOVED - 510 SF `o>\ ; r BE PROTECTED \` <` �� R EXISTING UTILITIES, TO BE r ; EXISTING CATCH BASIN, TO O, ��; ! i� \ I j 'r ,iii I i PROTECTED I EXISTING UTILITIES, TO �, !~ BE REMOVED. CAP PIPE\\I I 1 r .i_ ��' Y Ij g `` I I EXISTING CHAIN LINK FENCE, BE PROTECTED 100%CONSTRUCTION DOCUMENTS STING DRIVEWAY, TO BE y i �Y TO BE REMOVED TO EDGE OF DEMOLITION PLAN I EXISTING CHAIN LINK FENCE, �' T \ c V PROPERTY LINE. RELOCATE I ! TO BE REMOVED TO EDGE OF EXI PROTECTED 1 �_ I � h� v \v ` v - ` / ENDPOSTS AS NEEDED TO '- =-- � , \ = l� PROPERTY LINE. RELOCATE _j \ \ I ` \ \ / MAINTAIN STANDING FENCE. SU -L �\ f� �� o *,rf may` ` ) ®r > \ ENDPOSTS AS NEEDED TO RVEy BOUIQ.44_'- � \ _-r ;l` 2 21 �-} SEE NOTE i11 'T \ \ \-� \ MAINTAIN STANDING FENCE. y ilt EXISTING CHAINLINK FENCE, < \ SEE NOTE i11 TO BE PROTECTED `, x _1- \ x \ REVISIONS_ f a- \ _ EXISTING FENCE, TO BE PROTECTED EDD SAWCUT AND REMOVE EXISTING ROADWAY AS 19 NEEDED TO INSTALL NEW WATERLINE (SEE C100). ;�. i 1 PATCH AND REPAIR ASPHALT. , SCALE AS NOTED I \ \ DRAWN BY BEO • DATE 07.01.2016 I �� PROJECT NO. 1534 N N SHEET 1 DEMOLITION PLAN 2 DEMOLITION PLAN ^ L202 SCALE: 1"=20'-D" 0 5 10 20 40 SCALE: 1"=10'-0" 0 5 ^0 i _ Sz9l! EROSION CONTROL LEGEND �__� SURVEY BOUNDARY ey PROPERTY LINE COMPOST BERM, LOCATED AT LIMIT OF URVEY 8 kRY, TYP _------ WORK LINE, 2/1-204. u ^ STAGING AREA $ O O O \\�\\ 20'x20' CONSTRUCTION ENTRANCE WITH 3-6• $ CLEAN ROCK, 1/1-204 $$$ c I ® CONCRETE TRUCK WASHOUT c 8108AGS, 2/1-203 c o C DRAINAGE FLOW DIRECTION O ! �� ---- - EXISTING CONTOUR LINE / 0 PROPOSED CONTOUR LINE 1 O 0 EXISTING TREES TO BE PROTECTED J - ;- � PERFORATED DRAIN PIPE 11 PVC DRAIN PIPE l 1 O�EGOA 1 �E AgG� / _o ` o 0 �` NOTE: _ 1. ALL EROSION, SEDIMENT AND POLLUTION CONTROL PLAN (ESPCP) MEASURES SHOWN SHALL BE INSTALLED IN ACCORDANCE WITH OREGON CLEAN WATER SERVICES DESIGN AND CONSTRUCTION STANDARDS R&O 07-20. 2. SEE L204 FOR ADDITIONAL EROSION AND SEDIMENT CONTROL NOTES. n QNZ a 0c9 / 1d -0 W \ m \ 1 0 \\\\\\ 11 O O U z co t p 1 r SURVEY UNDARY gyp-_ - _ r- - 1005 CONSTRUCTION DOCUMENTS _ PLAN NEW EROSION AND SEDIMENT CONTROL / WE PLAN r Now REVISIONS PROFILE —-__-- NOTES: w,n !. ZWN ar rm Ilerm 100 ID 1'O'1000 oe11O a 41/0001 OOa MO.va IMOf K MOM oa[ ONAPPLIMPOL i 1 Do ow f �WON��nM10 a OWN 1•WRENS AS w S,M pbSCALE AS NOTED R AL1 b q`. N DRAWN BY BEO 1 PROJECT 153 EROSION CONTROL PLAN 1.2016 SCALE: 1"=20'-O" Z BIOBAGS $�Cf1011 PROJECT NO. 1534 0 s TO 20 AOT INT$ SHEET L203 STANDARD EROSION CONTROL NOTES FOR SITES LESS THAN 1 ACRE (CWS DRAWING NO. 945) CONSTRUCTION MANAGEMENT PLAN NOTES CONCRETE WASTE MANAGEMENT PAVING OPERATIONS CONTROLS 1. WHEN RAINFALL AND RUNOFF OCCURS DAILY INSPECTIONS OF THE EROSION AND SEDIMENT CONTROLS AND DISCHARGE 1. NO DISTURBANCE TO OCCUR OUTSIDE THE LIMIT DESIGN CRITERIA / SPECIFICATIONS DESIGN CRITERIA / SPECIFICATIONS OUTFALLS MUST BE PROVIDED BY SOME ONE KNOWLEDGEABLE AND EXPERIENCED IN THE PRINCIPLES, PRACTICES, OF WORK LINE. 1. PERFORM WASHOUT OF CONCRETE TRUCKS OFF 1. PAVING MATERIALS AND MACHINERY SHALL BE STORED INSTALLATION, AND MAINTENANCE OF EROSION AND SEDIMENT CONTROLS WHO WORKS FOR THE PERMITTEE. 2. CONSTRUCTION MATERIALS AND STAGING TO BE SITE OR IN DESIGNATED AREAS ONLY. DO NOT AWAY FROM STORM DRAINS AND WATER BODIES AND 2. CONSTRUCTION ACTIVITIES MUST AVOID OR MINIMIZE EXCAVATION AND CREATION OF BARE GROUND FROM OCTOBER 1 IN THE AREA SHOWN ON THE PLAN. USE WASH OUT CONCRETE TRUCKS INTO STORM SECONDARY CONTAINMENT WILL BE USED TO CATCH THROUGH MAY 31 EACH YEAR. APPROPRIATE PROTECTION DURING WINDY AND DRAINS, OPEN DITCHES, STREETS, OR STREAMS. DRIPS, LEAKS OR SPILLS WHERE APPLICABLE. 3. DURING WET WEATHER PERIOD, TEMPORARY STABILIZATION OF THE SITE MUST OCCUR AT THE END OF EACH WORK DAY. RAINY WEATHER SUCH AS TARPS WITH THE DO NOT ALLOW EXCESS CONCRETE TO BE 2. IF ONSITE MIXING IS PLANNED THEN AN AREA SHALL R 4. SEDIMENT CONTROLS MUST BE INSTALLED AND MAINTAINED ON ALL DOWN GRADIENT SIDES OF THE CONSTRUCTION SITE APPROPRIATE TIE-DOWNS. DUMPED ON-SITE, EXCEPT IN DESIGNATED AT ALL TIMES DURING CONSTRUCTION. THEY MUST REMAIN IN PLACE UNTIL PERMANENT VEGETATION OR OTHER BE DESIGNED FOR CONDUCTING THE MIXING. THIS $ PERMANENT COVERING OF EXPOSED SOIL IS ESTABLISHED. 3. MARK ALL EDGE OF DISTURBED AREAS WITH AREAS. AREA SHALL BE PAVED OR MADE IMPERVIOUS (EG. 5. ALL ACTIVE INLETS MUST HAVE SEDIMENT CONTROLS INSTALLED AND MAINTAINED AT ALL TIMES DURING CONSTRUCTION. YELLOW FLAGS PRIOR TO CLEARING. USE 2. LOCATE DESIGNATED WASHOUT AREAS AS FAR PLASTIC OR WOOD SHEETING) AND BE LOCATED AWAY ff UNLESS OTHERWISE APPROVED, A SURFACE MOUNTED AND ATTACHABLE, U-SHAPED FILTER BAG IS REQUIRED FOR ALL EROSION CONTROL COMPOST BERMS AS SHOWN FROM STORM DRAINS, OPEN DITCHES, OR WATER FROM STORM DRAIN INLETS OR WATERCOURSES. CURB INLET CATCH BASINS. ON PLANS. BODIES AS POSSIBLE (OVER 50 FEET AWAY 3. MINIMIZE OVERSPRAY OF TACKIFYING EMULSIONS OR 6. SIGNIFICANT AMOUNTS OF SEDIMENT WHICH LEAVES THE SITE MUST BE CLEANED UP WITHIN 24 HOURS AND PLACED 4. DISPOSE OF ALL EXCAVATED ASPHALT PREFERRED ON LARGER SITES). LINE PLACEMENT OF OTHER PAVING MATERIALS BEYOND THE BACK ON THE SITE AND STABILIZED PROPERLY DISPOSED. THE CAUSE OF THE SEDIMENT RELEASE MUST BE FOUND OFF-SITE. ENTRY/EXIT AREAS WITH GRAVEL TO CATCH LIMITS OF THE AREA TO BE PAVED. o AND PREVENTED FROM CAUSING A RECURRENCE OF THE DISCHARGE WITHIN THE SAME 24 HOURS. ANY IN-STREAM WASHOUT RESIDUES LEAKING FROM TRUCKS. 4. USE DRY METHODS TO CLEAN EQUIPMENT AND , CLEAN UP OF SEDIMENT SHALL BE PREFORMED ACCORDING TO THE OREGON DEPARTMENT OF STATE LANDS REQUIRED 5. PRESERVE ALL TREES THAT ARE OUTSIDE THE CONDUCT CLEANING IN ACCORDANCE WITH THE BMP TIME FRAME. LIMIT OF WORK. 3. CONTAIN WASHOUT RUNOFF IN A 10-FOOT BY ON VEHICLE AND EQUIPMENT CLEANING". $� 7. SEDIMENT MUST NOT BE INTENTIONALLY WASHED INTO STORM SEWERS, DRAINAGE WAYS, OR WATER BODIES. 6. DISPOSE OF ALL CONSTRUCTION DEBRIS 10'-FOOT BY 2-FOOT DEEP PIT. NEVER B. SEDIMENT MUST BE REMOVED FROM BEHIND ALL SEDIMENT CONTROL MEASURES WHEN IT FAS REACHED A HEIGHT OF LEGALLY OFF-SITE. IF HAZARDOUS MATERIALS WASHOUT CONCRETE TRUCKS INTO A 5. MATERIAL USE AND STOCKPILES SHALL BE MANAGED IN s _ 1/31RD THE BARRIER HEIGHT, AND PRIOR TO THE CONTROL MEASURES REMOVAL. ARE ENCOUNTERED, CONTACT PROJECT STORMDRAIN, DITCH OR WATERWAY. FACILITATES ACCORDANCE WITH BMPS ON "MATERIAL USE" AND 9. CLEANING OF ALL STRUCTURES WITH SUMPS MUST OCCUR WHEN THE SEDIMENT RETENTION CAPACITY HAS BEEN ENGINEER IMMEDIATELY. CONTROL LITTER ON SHOULD BE DESIGNED SPECIFICALLY FOR THE "STOCKPILE MANAGEMENT." REDUCED BY 50% AND AT COMPLETION OF PROJECT. SITE AND INSTALL PORTABLE RESTROOMS FOR MAINTENANCE EQUIPMENT USED, FOR EASY 6. COLLECT AND REMOVE ALL BROKEN ASPHALT AND 10. ANY USE OF TOXIC OR OTHER HAZARDOUS MATERIALS MUST INCLUDE PROPER STORAGE, APPLICATION, AND DISPOSAL. CONTRACTOR USE AS NECESSARY. ACCESS, AND TO AVOID CREATION OF CONFINED CONCRETE OR EXCESS MATERIALS, RECYCLE WHEN 11. THE PERMITTEE MUST PROPERLY MANAGE HAZARDOUS WASTES, USED OILS, CONTAMINATED SOILS, CONCRETE WASTE, 7. REPAIR OF DAMAGE TO ROADS, WALKWAYS, SPACE. FEASIBLE AND DISPOSE OF MATERIALS IN ACCORDANCE SANITARY WASTE, LIQUID WASTE, OR OTHER TOXIC SUBSTANCES DISCOVERED OR GENERATED DURING CONSTRUCTION. YARDS, AND UNIMPROVED AREAS MUST BE 4. WHEN WASHING CONCRETE TO REMOVE FINE WITH LOCAL, STATE, AND FEDERAL REQUIREMENTS. 12. THE APPLICATION RATE OF FERTILIZERS USED TO REESTABLISH VEGETATION MUST FOLLOW MANUFACTURER'S COMPLETED PRIOR TO COMPLETION OF PARTICLES AND EXPOSE THE AGGREGATE, AVOID 7• DO NOT APPLY ASPHALT, CONCRETE PAVING, SEAL RECOMMENDATIONS. NUTRIENT RELEASES FROM FERTILIZERS TO SURFACE WATERS MUST BE MINIMIZED. TIME RELEASE CREATING EROSION BY DRAINING THE WATER TO COAT, TACK COAT, SLURRY SEAL OR FOG SEAL IF RAIN PROJECT. 3q5 FERTILIZERS SHOULD BE USED AND CARE SHOULD BE MADE IN APPLICATION OF FERTILIZERS WITHIN ANY WATER WAY THE SIDE INTO A GERMED OR LEVEL AREA OR IS EXPECTED DURING THE APPLICATION OR CURING P RIPARIAN ZONE. INTO A SEDIMENT CONTROL STRUCTURE. DO NOT PERIOD. 13. OWNER OR DESIGNATED PERSON SHALL BE RESPONSIBLE FOR PROPER INSTALLATION AND MAINTENANCE OF ALL SOIL TYPES WASH SWEEPINGS FROM EXPOSED AGGREGATE B. AVOID IF POSSIBLE, TRANSFERRING, LOADING, OR oaecoN EROSION AND SEDIMENT CONTROL MEASURES, IN ACCORDANCE WITH CURRENT CLEAN WATER SERVICES STANDARDS AND PER THE USDA SOIL MAP, THE SITE SOIL CONCRETE INTO THE STREET OR STORMDRAIN. UNLOADING PAVING MATERIALS NEAR STORM DRAIN 2�7zo7c; STATE, AND FEDERAL REGULATIONS. TYPE/CLASSIFICATION IS 11 B-F CORNELIUS AND COLLECT AND RETURN SWEEPINGS TO INLETS OR WATERCOURSES. IF NOT POSSIBLE, USE 14. PRIOR TO ANY LAND DISTURBING ACTIVITIES, THE BOUNDARIES OF THE CLEARING LIMITS, VEGETATED BUFFERS, AND ANY KINTON SILT LOAMS. AGGREGATE BASE STOCKPILE, OR DISPOSE IN BMP OR STORM DRAIN INLET PROTECTION. E SENSITIVE AREAS SHOWN ON THIS PLAN SHALL BE CLEARLY DELINEATED IN THE FIELD. UNLESS OTHERWISE APPROVED, THE TRASH. NO DISTURBANCE IS PERMITTED BEYOND THE CLEARING LIMITS. THE OWNER/PERMITTEE MUST MAINTAIN THE MAINTENANCE REMOVAL GUIDANCE DELINEATION FOR THE DURATION OF THE PROJECT. NOTE: VEGETATED CORRIDORS TO BE DELINEATED WITH ORANGE CONSTRUCTION FENCE OR APPROVED EQUAL. 1. CLEAN OUT DESIGNATED WASHOUT FACILITIES 15. PRIOR TO ANY LAND DISTURBING ACTIVITIES, THE BMPS THAT MUST BE INSTALLED ARE GRAVEL CONSTRUCTION AND AREAS OFTEN. CONCRETE CAN SET, BE ENTRANCE, PERIMETER SEDIMENT CONTROL, AND INLET PROTECTION. THESE BMPS MUST BE MAINTAINED FOR THE BROKEN UP, AND THEN DISPOSED OF DURATION OF THE PROJECT. PROPERLY. 16. IF VEGETATIVE SEED MIXES ARE SPECIFIED, SEEDING MUST TAKE PLACE NO LATER THAN SEPTEMBER 1ST; THE TYPE 2. REFURBISH FACILITIES AS NEEDED. AND PERCENTAGES OF SEED IN THE MIX ARE AS IDENTIFIED ON THE PLANS OR AS SPECIFIED BY THE DESIGN 3. CONTRACTOR NOT TO OVERFILL WASHOUT PIT. ENGINEER. 17. WATER-TIGHT TRUCKS MUST BE USED TO TRANSPORT SATURATED SOILS FROM THE CONSTRUCTION SITE. AN APPROVED EQUIVALENT IS TO DRAIN THE SOIL ON SITE AT A DESIGNATED LOCATION USING APPROPRIATE BMPS; SOIL MUST BE DRAINED SUFFICIENTLY FOR MINIMAL SPILLAGE. 18. ALL PUMPING OF SEDIMENT LADEN WATER MUST BE DISCHARGED OVER AN UNDISTURBED, PREFERABLY VEGETATED AREA, AND THROUGH A SEDIMENT CONTROL BMP (I.E. FILTER BAG). Cle Q Y 19. THE ESC PLAN MUST BE KEPT ONSITE. ALL MEASURES SHOWN ON THE PLAN MUST BE INSTALLED PROPERLY TO < ENSURE THAT SEDIMENT LADEN WATER DOES NOT ENTER A SURFACE WATER SYSTEM, ROADWAY, OR OTHER D- PROPERTIES. z 20. THE ESC MEASURES SHOWN ON THIS PLAN ARE THE MINIMUM REQUIREMENTS FOR ANTICIPATED SITE CONDITIONS. Z :;(p DURING THE CONSTRUCTION PERIOD,THESE MEASURES SHALL BE UPGRADED AS NEEDED TO MAINTAIN COMPLIANCE WITH Q z Q ALL REGULATIONS. OLD 21. WRITTEN ESC LOGS ARE SUGGESTED TO BE MAINTAINED ONSITE AND AVAILABLE TO DISTRICT INSPECTORS UPON �a :E p REQUEST. �P,od� �' 2'MIN Z J 0 22. IN AREAS SUBJECT TO WIND EROSION, APPROPRIATE BMPS MUST BE USED WHICH MAY INCLUDE THE APPLICATION OF O FINE WATER SPRAYING, PLASTIC SHEETING, MULCHING, OR OTHER APPROVED MEASURES. '•'>•' UNCONCENTRATED 23. ALL EXPOSED SOILS MUST BE COVERED DURING WET WEATHER PERIOD. '•''.�:�':! ; . U ..A.�:.'�•.::"::i.i.. SHEET FLOW O Haus.ar xra '%;A•��•... �- .J Z w ��• s OUTLET SIDE aux rrt rtes a r-r aux s1a • r"�.a,M1� j LL asrwGa rtwaAawl ao:omi.xs Gmartm s•xw. COMPOST,TO MEET DEO d►M STANDARDS. ho•a mrt oGn[rxa.xo asMx axoonxa pw a�110s� ar P/V NOTES: PI,MEMT 1.USE MATURE,GOOD DUALITY COMPOST MATERIAL WITH SUFFICIENT t PARTICLE SIZE DISTRIBUTION. f.r 2.CHECK FOR UNDER-DVMNG OR PIPING UNDER BERM. 3.INSPECT FOR CHANNEL FORMATION PARALLEL TO THE BERM,WHICH INDICATES R 6 ACTING AS A FLOW BARRIER. 4.REMOVE SEDIMENT ACCUMULATION WHEN R REACHES ONE-THIRD OF THE BARRIER HEIGHT. NOTES: 100%CONSTRUCTION DOCUMENTS 1. M PmIM4 fMll E INIIfMO Y A aaalOx 1118 wl PII�OIf 1111bOC a ROrti a< rtm�m ortm nns sort-0r-xxx na xAr imis iv amr o.w ro/oe aw EROSION AND SEDIMENT CONTROL >< riri�wms�0sru ISL hila m Inwia ano nsc wartsr-sn. DETAILS s. wo:ws s aa:sm.14wu t rtaa a/N I1rA fQ<GLD wm ausm flal[ SLOPE SLOPE LENGTH MIN. BERM DIMENSIONS 4. �CW[MM SmrurtT LAIN PYS s LUMM W WIT yr M o� (HEIGHT x WIDTH) R' ,D'IDIOL PULL R YREIDRm m---W YGIO,m a Wdlf� <50:1 250 FT 1 FT x 2 FT xs las w>v�r an o k'ws*A.MIX 50:1-10:1 125 FT 1 FT x 2 FT v w Is[4"r CLE.NXK 10:1-5:1 100 FT 1 FT x 2 FT REVISIONS aosals xvnasn xa i ommm[FA m POD1Prt ll�pwI 3:1-2:1 50 FT 1.3 FT x 2.6 FT >2:1 25 FT 1.5 FT x 3 FT SCALE AS NOTED DRAWN BY BEO DATE 07.01.2016 1 CONSTRUCTION ENTRANCE Section 2 COMPOST BERM $*dim PROJECT NO. 1534 NTS NTS 7L204 LEGEND ABBREVIATIONS - PEDESTRIAN CONCRETE PAVING vOt - _ 1_-- L7pt VEHICULAR ASPHALT PAVING ____ ARCH ARCHITECTURAL SURVEY BOUNDARY CONC CONCRETE 3 t I �' ---- PROPERTY LINE/RIGHT-OF-WAY DWG DRAWINGS - BOULDER WALL j I vot CONCRETE CURB AT WOODSHIRE LANE / 1 3 I MECH MECHARICAL NICAL ~ RELOCATE FENCE POST AT �I FUTURE SCULPTURE/SEATING LOCATION — NIC CONCRETE PAVING — PEDESTRIAN W M PROPERTY LINE. COORDINATE NIC NOT IN CONTRACT n FINAL LOCATION WITH 8L7pgY4 ® ADA TRAIL — PERMEABLE ASPHALT PAVING PA PLANTING AREA E PROJECT REPRESENTATIVE 10 CRUSHED ROCK PAVING, SIM. SIM SIMILAR DROP—OFF AREA — PERMEABLE ASPHALT SPECS SPECIFICATIONS 8 - 4 - PAVING STRUC STRUCTURAL t _ [ TYP TYPICAL r O ' VEHICULAR ASPHALT PAVING RELOCATEFENCE POST AT W/ WITH ~ �. ti _ \ PROPERTY LINE. COORDINATE FINAL LOCATION WITH S ` O r VEGETATED FILTER STRIP: 129 SF (2145 € — p ° MATERIALS NOTES p O PROJECT REPRESENTATIVE SF OF IMPERVIOUS AREA X .06) �. ;� 1. THIS PLAN IS BASED ON A SURVEY BY HARPER r 1/4 10 CRUSHED ROCK PAVING yyr ^ o' "''1_ - I ` HOUF PETERSON RIGHELLIS INC. DATED 11/28/2015. CONCRETE CURB NOTIFY OWNER'S REPRESENTATIVE OF ANY EXISTING TREES, PROTECT DISCREPANCIES IDENTIFIED ON SITE RELATED TO N PLACE, TYP. ® DRY STACK STONE WALL SURVEY INFORMATION PRIOR TO INSTALLATION. 3 4 ADA TRAIL-PERMEABLE BASALT STEPPING STONES 2. PROTECT EXISTING VEGETATION TO REMAIN. SEE SPECIFICATION SECTION 56 39 FOR FENCINGjSTEp < t ASPHALT PAVING QOBOULDERS ANDOTHERREOUIREMENT5, � Q ' /s '9 O _J _ WATER FOUNTAIN 3. SEE CIVIL DRAWINGS FOR LOCATION OF UTILITIES. HOSE BIB 4. SEE ELECTRICAL DRAWINGS FOR FURTHER oxacon INFORMATION REGARDING SITE LIGHTING AND 3/20/-6 METAL HEADER FUTURE SCULPTURE/SEATING $ o ./ \ ELECTRIC UTILITIES. 4l 7 LOCATION - NIC ''7 0 �y / \ PERFORATED DRAIN PIPE 5. ALL CONCRETE PAVING TO BE MADE OF HIGHE f> PVC DRAIN PIPE ALBEDO LIGHT COLORED MATERIALS, SEE ° ! ,-- _ �� fT11 • gsrr o `'�\ \\ % EXISTING TREES TO BE PROTECTED SPECIFICATION 32 13 14. �� \ - 6. COORDINATE WORK WITH OTHER TRADES, INCLUDING °"✓ \ \\ WORK IN OTHER BID PACKAGES. ��• 1 7. ALL CONCRETE PAVING TO RECEIVE LIGHT BROOM O13 FINISH UNLESS OTHERWISE NOTED. SEE 0' `V ` �, ly, 7 'O �. �i 6' SPECIFICATION 32 13 14. [ LANDSCAPE 4 - , ;> b \\ 8. PROVIDE DESIGN—BUILD ELECTRICAL CONNECTION BOULDER, TYP. voz \ FROM EXISTING ELECTRICAL CABINET TO NEW DUPLEX � ? i rT \.� O O �� r — \ LOCATED AT SHELTER. ALL ELECTRICAL SERVICES TO BASALT ROCK OUTCROPPING, MEET CURRENT LOCAL, STATE, AND FEDERAL CODES. SEE SHEET L702 \ L7p1 BASALT STEPPING STONES �[ O• 9. ALL ADA TRAILS AND CONCRETE PAVING TO MEET {•_ `:_ -_" -- - -'a-^'\ F � �� -,� ,�_ / \ \ LOCAL, STATE, AND FEDERAL ADA REQUIREMENTS. PLAY AREA ENLARGEMENT, \s Q SEE SHEET L703-009 \ CL la FUTURE SCULPTURE/ FA \ \ 1- 2 4" PERFORATED DRAIN Z Q =r s SEATING LOCATION - NIC / \ \ \ - 9`� A A voT PIPE o Z oc \ f } 0 PA'" t ��\ INSTALL BURIED CLEANOUT FOR DRAIN \\a < p O o �'�� PIPE PRIOR TO EXITING NATURE PLAY. \ TP Z :2 F= PROVIDE BLOCKOUT AT CONCRETE \\< O CURB FOR DRAIN PIPE. \ mr O o \' I 09 Y 10 CRUSHED ROCK PAVING 11 i�20i?OS 2 i PAS 1 �fl Z J w LOW RUBBLE WALL L710 \ 1 1� I I�RO V i—:rn F T J DROP OFF-PERMEABLE 4 1 ASPHALT PAVING L70t PA �� \ \�r DRINKING FOUNTAIN "L7D9 1 — ; _tet ,, L77p �� I' �. 2 4" PVC DRAIN PIPE 1\ 3,4 PLAY AREA r 4_ 7 0 f L710 DRAINAGE OUTLET o - HEADER METAL U09 _ p� -'r� �� r �1 I \ _ <1 \y O� y�J PEDESTRIAN CONCRETE PAVING U01 L ^� } 100%CONSTRUCTION DOCUMENTS ,p✓� _ '` `� I I t -T�^/ , �1 MATERIALS PLAN PICNIC SHELTER, SEE L711-L713E)-_____ "^ HOSE BIB Los SURVEY BOUNDARY, TIP—�` — `�( <• -4 REVISIONS Y4 10 CRUSHED 6 '. ROCK PAVING L7D9 SCALE AS NOTED -- --�--� DRAWN BY BED �;-- -- -- -- --�-- DATE 07.01.2016 � ----- -- ----- - PROJECT NO, 1534 N SHEET 1 MATERIALS PLAN I 30 1 SCALE: 1"=20'—O" 0 5 W 20 400) L I ! _o-O MATCHLINE E�SH �L402 = - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - LEGEND Q SURVEY BOUNDARY "' ---- PROPERTY LINE N-647399.923480 - a ✓ E-76081 81295749 rk CENTERLINE ' N-647398.014557 - _. /ice ` 1123' ALIGN ALIGN $ E-7608160.811307 _ N-647405.707210 (�, / N-647-1 E-7606176.282693 v E-760521 26 �-�--1-�� PEDESTRIAN CONCRETE PAVING ff N 6481?a.255611 = \ t EXPANSION JOINT E-7608178.255611 CURB AT PLAY AREA LAYOUT _ N-647405,935677 Q it-6i - "\ \\ L405 TOOLED CONTROL JOINT -7605172.657428 - E-7606186.839635 N-647404.779537 m N-647387.599575 �\ -7608247.271642 • POINT OF TANGENCY I - -- E-760N-64769686 METAL HEADER ! \ N-647379.356232 N-647395d20857 \ EXISTING TREES TO BE PROTECTED ± g 7608173427,,857 E-7606192.308251 e N-W7374,519274', \ E-7600196.002695'•, - O 0 \\ - N-647385.83,35-13 i -,o ,. f E-7606177.9430t3 \ PERFORATED DRAIN PIPE N-647387.383876.- - N-647374.969746 \ \ E-7606173.16@446 E-76062o6.toes66 \ try PVC DRAIN PIPE _ ` \ N-647379.950068 \ \ `.K^_ '�_-1 •, / O - N-647361.076423 - _ _ \ -7608219.649942 , \\ -------- VEGETATED FILTER STRIP E=7608176.38662E 8 O 4'^ -�, \ \ DRY STACK STONE WALL O N-647375.786469,_ \ ZIP �� a.. i � O E-7608174.657781. Q \\ \ N-647370.59521 26 1N-647371.034 N-647360.651846 E-7608254.2408OE-7608173.1080E-7606222.213912 ABBREVIATIONS 0 N-647372.58875 N-647370.540045 \ M E-7608256.182606 C' l Lt 90 -0 E-7608166352463 2 \ Q 1 \ BOC BACK OF CURB \ 'y OREGOM1 N-647366.027354 CJ COTROL J01T ?',n ?�zolou E-7608260.621375 DIA DIAMETER `.«'Q-f) N-647371.59642 \\ Pie EJ EXPANSION JOINT E E-7606197.718687 A7• N-647370.861762 \ EO EQUAL E-7608191.335512 N-647366.412974 / EW EACH WAY 0 `��i ` �� \ / FOC FACE OF CURB j,, P \ / R7 \\� E-7606193.064284 \ ,7�7. NO NUMBER OC ON N-647364.575640 POT POINT CENTEROF TANGENCY _ %�. ' R24'-5' E-7608243.449628 �� -/ � •1� N-647354.760000 R3' N-647355.576135 N-647362.835035 R RADIUS E-7608242.684565 SP SPACES E-7608173.228000 E-7.78216.623343 N-647 356.760020 TYP TYPICAL N-647362.388517 E-7608245.697614. f-,a � E-7608184.370154 I N-647348.626656 _ E FASTING f(J l+ r N-647365.216998 E-7608231.710914.' _ N NORTHING �\ T �` i� E-7608188.501370 I ° �L /_ - N-647348.246748 6 0= y}� �i �� _ E-7608197.439575 LAYOUT NOTES < Y N-647336.052000 N-647342.373925 1. THIS PIAN IS BASED ON A SURVEY BY HARPER E-7608185.912000 E-7608225.662240 12 na 1 _ =' HOUF PETERSON RIGHELLIS INC. DATED 11/28/2015. V - N-647346.537237 E-7608203.421133 NOTIFY OWNER'S REPRESENTATIVE OF ANY 7 Z `J/ \ / N-647332.144676 L Q ✓ �' �` \ N 647344.918938 E-7608226.606099 ` DISCREPANCIES IDENTIFIED ON SITE RELATED TO - z Ge -- \ - \� E-7608214.628422 f _ SURVEY INFORMATION PRIOR TO INSTALLATION. Z a -1 / N-647333.335028 -- . ! = 0 a i L --- �� 2. PROTECT EXISTING VEGETATION TO REMAIN; SEE z U \, - E-7608212.460030 p, /..�� ° r= SPECIFICATION SECTION 01 56 39 FOR FENCING Z J AND OTHER REQUIREMENTS. � �O 3. SEE CIVIL DRAWING FOR LOCATION OF UTILITIES. m rr- _ ♦ _ i' J ( 4. FOR DIMENSIONS WHERE INCHES ARE NOT GIVEN, C 0 U ASSUME 0 INCHES, SUCH THAT 2' EQUALS 2'-0' L p \ Q \1 O 0 L 5. IF THERE IS A CONFLICT WITH LAYOUT IN THE FIELD, J w i \ ^ O ° rs NOTIFY THE OWNER'S REPRESENTATIVE PRIOR TO I oc >,'i`J. �� r INSTALLATION. 6. INSTALL EXPANSION JOINTS AND SEALANT WHERE m \ O v \ �.�- CONCRETE PAVING ABUTS STRUCTURES SUCH AS �� SITE WALLS, BUILDING EDGES, CONCRETE HEADERS, COLUMNS, FENCING STRUCTURES, AND FREE < �� \ /'�' N-647293.876373 //1� STANDING STRUCTURES, TYP. 1 ' i i - j -- E-7608303.423696 J 7. DIMENSIONS TO JOINT LINES ARE TO CENTERLINES, ��"`�` - '� �� 8. DIMENSIONS TO AREA DRAINS ARE TO CENTER _ - POINTS, TYP. 9. INSTALL PATH SO THAT EDGE CONDITION CURVES 100%CONSTRUCTION DOCUMENTS SURVEY- ? 4 ARE SMOOTH WITH NO KINKS. EY-B - r LAYOUT PLAN Bo �P - ____- 10. NORTHEASTING COORDINATES ARE BASED ON �'-- ---- 4`. BENCHMARK INFORMATION AS GIVEN ON SURVEY. REVISIONS N 1 LAYOUT PLAN SCALE: 1"=10'-O" 0 b =20 SCALE AS NOTED DRAWN 6Y DED DATE 07.01.2016 PROJECT NO, 1534 SHEET L401 ISURVEY BOUNDARY, TVP I i - - --'-- LEGEND I - SURVEY BOUNDARY PROPERTY LINE II OL CENTERLINE TOP OF CURB TO MEET FLUSH WITH TOP OF EXISTING CURB 3 'I TOP OF CURB TO MEET FLUSH WITH TOP OF EXISTING CURB ALIGNTOP SIDEWALK TO MEET FLUSH WITH EXISTING SIDEWALK I PEDESTRIAN CONCRETE PAVING 1 SIDEWALK TO MEET FLUSH WITH EXISTING SIDEWALK - N-647569.300025 ' EXPANSION JOINT E-7608204.977025 N-647567.996345 `--'---� E-7608241.863557 TOOLED CONTROL JOINT _ c NPOINT OF TANGENCY _ -647563.463280 - - -._ ''�--%•' 1 - E-7608204.811641METAL HEADER _ N-647562.293592 ss - ti_ E-7608241.682332" - c o i EXISTING TREES TO BE PROTECTED ± - °p - ?' N-647563007759. E-7608219.145938 - o- I --- PERFORATED DRAIN PIPE 647562.753572 E-7606227.207767 .; 5'C� - _. PVC DRAIN PIPE VEGETATED FILTER STRIP DRY STACK STONE WALL _cG1S1 ,1,_ ,, O \� _ �6 O 11 • `N' 345 �O O O 1, ABBREVIATIONS " 1, 91t7A9 ' 11 BOC BACK OF CURB °20°c6 r _ 418722 - :1 CJ CONTROL JOINT i 7 EN-6 i b DIA DIAMETER 7 08238. `� 1 EJ EXPANSION JOINTS A EO EQUAL EW EACH WAY N-647522.162929 N-647515.845930 1 FOC FACE OF CURB 246.7204 E-760822t.104730,�• _ N-6475109 86716 / NO NUMBER r E-760e245.47g603 �, % %-` 1 OC ON CENTER _ •% - - / POT POINT OF TANGENCY l\,' R RADIUS < 1 N-647576.855448 `\ ,O E-7608241.744371 \ SP SPACES J _ N-647512 , _ TYP TYPICAL ✓ �[\ •� O \��' \ N-647504.921024.._ .023205 \ �>\ E-7608185.432826 E-7608240.500289 \ E EASTING i © \� \ N NORTHING �_ .� R10'-6' \' LAYOUT NOTES 41 / � i 1. THIS PLAN IS BASED ON A SURVEY BY HARPER < Q �. O N-647490.280796 _ HOUF PETERSON RIGHELLIS INC. DATED 11/28/2015. E-7608244.785029 �� Z NOTIFY OWNER'S REPRESENTATIVE O F ANY DISCREPANCIES IDENT IDENTIFIED ON SITE RELATED TO z p s, / -�; SURVEY INFORMATION PRIOR TO INSTALLATION. :DQ i- 1 --- N-647486163093i 2. PROTECT EXISTING VEGETATION TO REMAIN; SEE E-7608165.418488 iy SPECIFICATION SECTION 01 56 39 FOR FENCING Z LL 88 Q� `I l Ri AND OTHER REQUIREMENTS. �O 8- s 672948.,_ C }o y j " , 3. SEE CIVIL DRAWING FOR LOCATION OF UTILITIES. m 815341482 V ��I �:- �'��.1 . �� A 4. FOR DIMENSIONS WHERE INCHES ARE NOT GIVEN, ASSUME 0 INCHES. SUCH THAT 2' EQUALS 2'-0' L 5. IF THERE IS A CONFLICT WITH LAYOUT IN THE FIELD, J w N-647476 360852 _- 2_� ��. \\ _ NOTIFY THE OWNER'S REPRESENTATIVE PRIOR TO J E=760813603§360 INSTALLATION. 1 e• � �,� ' �_/<"-\,� i � 6. INSTALL EXPANSION JOINTS AND SEALANT WHERE m CONCRETE PAVING ABUTS STRUCTURES SUCH AS SITE WALLS, BUILDING EDGES, CONCRETE HEADERS, COLUMNS, FENCING STRUCTURES, AND FREE 1. / STANDING STRUCTURES, TYP. i, 1 N44-7453.470443 E-7608246.724047 7. DIMENSIONS TO JOINT LINES ARE TO CENTERLINES, 0 TYP. IA T 8. DIMENSIONS TO AREA DRAINS ARE TO CENTER N-547439.396962 Q lj /� \ POINTS, TYP. E-7608114.0554SS -' N-647436..186496 1 //vim Yom/ E-7608251.636266 9. INSTALL PATH SO THAT EDGE CONDITION CURVES 10096 CONSTRUCTION DOCUMENTS_ ARE SMOOTH WITH NO KINKS. LAYOUT PLAN 10. NORTHEASTING COORDINATES ARE BASED ON MATCHLINE, - 1/L401 ,� BENCHMARK INFORMATION AS GIVEN ON SURVEY. vS./- _ - - - - _ - - -`ter /- r• �_ -0�- � �t � - - - - - - - - - - - - - - - - - REVISIONS N 1 LAYOUT PLAN SCALE: 1"=10'-O" 0 5 1 20 (T SCALE AS NOTED DRAWN BY BEO DATE 07.01.2016 PROJECT NO- 1534 SHEET L402 MATCHIINE EE SH ET�L4D4— — — — — — — — — — — — — — — — — — — — — LEGEND = ---- 1 ; - SURVEY BOUNDARY '� ---- PROPERTY LINE - CENTERLINE N-647415.593208 a E-7608219.212749ALIGNALIGN ~� e' PEDESTRIAN CONCRETE PAVING N-647406.943115 7608207.666D4S '>I EXPANSION JOINT TOOLED CONTROL JOINT \. .r N-647404.046934 E-7606194.318000 �" POINT OF TANGENCY METAL HEADER i _, + i- ��- ✓ EXISTING TREES TO BE PROTECTED g' g O./�I 1 I/ i' t=\ O --- PERFORATED DRAIN PIPE PVC DRAIN PIPE �� { _1 •� /', �' i O VEGETATED FILTER STRIP \ \�� 0 O i' DRY STACK STONE WALL b - ABBREVIATIONS 'i"""�N' O FS BOC BACK OF CURB �G /20, CJ CONTROL JOINT oaecrn: �N DIA DIAMETER %E EJ EXPANSION JOINT EQ EQUAL EW EACH WAY i 00 \ FOC FACE OF CURB Q� \ ��: S NO NUMBER OC ON CENTER 1/1 N-647358.416171 POT POINT OF TANGENCY <' �/I ' \ 1 �1 / E-7608254.811042 R RADIUS '�_ 1 SP SPACES E P TYPICAL FASTING i 16 N NORTHING N-647348.714191 ° �L Ot E-76Daz3z.7,Da33 LAYOUT NOTES N-647348.626656' Y E-7608231-710914 _ r 1. THIS PLAN IS BASED ON A SURVEY BY HARPER Q HOUF PETERSON RIGHELLIS INC. DATED 11/28/2015. N-647337.236159 Z _':✓/ �_, NOTIFY OWNER'S REPRESENTATIVE OF ANY E-7608236.834368�Y^- I _ DISCREPANCIES IDENTIFIED ON SITE RELATED TO z �p 1 J SURVEY INFORMATION PRIOR TO INSTALLATION. Q Q �y `e• t 2, PROTECT EXISTING VEGETATION TO REMAIN; SEE F— O O \/�� .��, ✓-� � a-647329 647224, o S E-7608226315980 SPECIFICATION SECTION 01 56 39 FOR FENCING Z J LL �, � �•„ �`� _ - _ P`O��• N-647327.157322 ' _ AND OTHER REQUIREMENTS. O E-7608230.015845 46 �- 3. SEE CIVIL DRAWING FOR LOCATION OF UTILITIES. m .� N-647326.619469 0 LL U / u E-7608223.925373 4. FOR DIMENSIONS WHERE INCHES ARE NOT GIVEN, O ASSUME 0 INCHES, SUCH THAT 2' EQUALS 2'-0" p 0 5. IF THERE IS A CONFLICT WITH LAYOUT IN THE FIELD, _J w `I ! I, ��- NOTIFY THE OWNER'S REPRESENTATIVE PRIOR TO J ( I 0 r-�' -0; ' `�-~ INSTALLATION. ZD - ` ! ✓. l Q C 6. INSTALL EXPANSION JOINTS AND SEALANT WHERE m O �` /� CONCRETE PAVING ABUTS STRUCTURES SUCH AS SITE WALLS, BUILDING EDGES, CONCRETE HEADERS, COLUMNS, FENCING STRUCTURES, AND FREE a-� ;' STANDING STRUCTURES, TYP. \Y 7. DIMENSIONS TO JOINT LINES ARE TO CENTERLINES, B. DIMENSIONS TO AREA DRAINS ARE TO CENTER POINTS, TYP. 9. INSTALL PATH SO THAT EDGE CONDITION CURVES 100%CONSTRUCTION DOCUMENTS SURVEY- ARE SMOOTH WITH NO KINKS. SCORING AND EDGING LAYOUT 7YP --____ 10. NORTHEASTING COORDINATES ARE BASED ON �- - - - :- BENCHMARK INFORMATION AS GIVEN ON SURVEY. REVISIONS N 1 SCORING AND EDGING LAYOUT PLAN SCALE: 1"=10'-O" 0 S =20 SCALE AS NOTED DRAWN BY BEC, DATE 07.011016 PROJECT NO, 1534 SHEET L403 I _ _SURVEY BOUNDARY, TYP _ I ------ LEGEND II I I ----- SURVEY BOUNDARY PROPERTY LINE 3 li Fk CENTERLINE ALIGN ALIGN 2 EO SP 2 E0 SP II r~ PEDESTRIAN CONCRETE PAVING g -L I EXPANSION JOINT I ITOOLED CONTROL JOINT m Ed POINT OF TANGENCY METAL HEADER EXISTING TREES TO BE PROTECTED00 g o r PERFORATED DRAIN PIPE j" r PVC DRAIN PIPE ------- VEGETATED FILTER STRIP DRY STACK STONE WALL _cGLS1FRi,, ABBREVIATIONS \ rte, � o/20/H `f V J,, \ J��\l ` l BOC BACK OF CURB noes, � �'•% \ '-- � I CJ CONTROL JOINT OR 'I —i' f �� ;ems�..t-✓ r✓ A i. A �,�Y \ 1 �CgpE .�. DIA DIAMETER i _ • I EJ EXPANSION JOINT EO EQUAL EW EACH Y FOC ACE OF CURB NO NUMBER x/ 1 OC ON CENTER r� _� �`• '�� i ��'\ N �Y POT POINT OF TANGENCY R RADIUS SP SPACES i \ Q O \ 'G / �< L v o/ TYP TYPICAL E EASTING < \ N NORTHING `o1 LAYOUT NOTES 1. THIS PLAN IS BASED ON A SURVEY BY HARPER Q HOUF 1 ✓�✓ O �'y , ``� t /i \ ` !/� Y / - NOTIFYPOWERSON NER'S REPRESLIS INC.ENTATNEDATED OF ANY1/28/2015. Z /��yQ �� /'• L`�\ �0 \ /- DISCREPANCIES IDENTIFIED ON SITE RELATED TO Z Q p SURVEY INFORMATION PRIOR TO INSTALLATION. Q -Q �� 2. PROTECT EXISTING VEGETATION TO REMAIN; SEE F— 00 SPECIFICATION SECTION 01 56 39 FOR FENCING Z - ^ /� _i \ Yi rr y —•,l \ 0 �' AND OTHER REQUIREMENTS. O 3. SEE CIVIL DRAWING FOR LOCATION OF UTILITIES. co �- /� ` '.L • Q \ c ��-�� / j_ 4. FOR DIMENSIONS WHERE INCHES ARE NOT GIVEN, O< O U \ r o ^/ ASSUME 0 INCHES, SUCH THAT 2' EOUALS 2'-0' < p �� 1 - �� ^ 5. IF THERE IS A CONFLICT WITH LAYOUT IN THE FIELD, J w \ w, NOTIFY THE OWNER'S REPRESENTATIVE PRIOR TO J LL INSTALLATION. j \ Z ;, J h Sfax ,; •\ O/� �y�", - - 6. INSTALL EXPANSION JOINTS AND SEALANT WHERE m CONCRETE PAVING ABUTS STRUCTURES SUCH AS SITE WALLS, CONCRE r~ L �1 'I �- r j COLUM S, F NCII GINSTRUCTUR S, AND�FRE ERS, STANDING STRUCTURES, TYP. �.\ \— \ �T�✓- QI 7. DIMENSIONS TO JOINT LINES ARE TO CENTERLINES, °»/ � r T1 Q ® TYP. �_ 8. DIMENSIONS TO AREA DRAINS ARE TO CENTER Q / / i / POINTS, TYP. 9. INSTALL PATH SO THAT EDGE CONDITION CURVES 100%CONSTRUCTION DOCUMENTS ARE SMOOTH WITH NO KINKS. SCORING AND EDGING LAYOUT 10. NORTHEASTING COORDINATES ARE BASED ON ^^ MATCHLINE, �^ 1/L403 ! '� BENCHMARK INFORMATION AS GIVEN ON SURVEY. —lT - - - � �— - - - - - - - — — - - - - - - -Cl - - - .,T�'_ — - - - - - - - - - - - - - - - - - REVISIONS N 1 SCORING AND EDGING LAYOUT PLAN SCALE: 1"=10'-O" KD 0 S 10 20 SCALE AS NOTED DRAWN BY BEO DATE 07.01.2016 PROJECT NO. 1534 SHEET L404 LEGEND CL CENTERLINE ❑ ❑ ALIGN ALIGN 'zzR PEDESTRIAN CONCRETE PAVING W EXPANSION JOINT ^ TOOLED CONTROL JOINT g • POINT OF TANGENCY -- CENTER LINE ABBREVIATIONS BOC BACK OF CURB _ CJ CONTROL JOINT 21 EQ. ED. DIA DIAMETER EJ EXPANSION JOINT EQ EQUAL _ EW EACH WAY Q}• t FOC FACE OF CURB t 5' NO NUMBER 5'-2' !'-4y't'-10' 2'-4• 4'_2• 6'-7,�' 9'-7.�' I 9'-7�• 4'-2• 2'-4' 1'-10'1'- 1�• OC ON CENTER POT POINT OF TANGENCY 345 R RADIUS SP SPACES �c La TYPI7 N-647383.203289 E P FASTING /ao/�o E-7608226.306129 N NORTHING SPE b ID LAYOUT NOTES 1. THIS PLAN IS BASED ON A SURVEY BY HARPER HOUF PETERSON RIGHELLIS INC. DATED 11/28/2015. d NOTIFY OWNER'S REPRESENTATIVE OF ANY DISCREPANCIES IDENTIFIED ON SITE RELATED TO SURVEY INFORMATION PRIOR TO INSTALLATION. i N-6474"116E' 2. FOR DIMENSIONS WHERE INCHES ARE NOT GIVEN, N-647362.847441 N-647388.956759 E-760B217.982383 ASSUME 0 INCHES, SUCH THAT 2' EQUALS 2'-0- E-7608252.195204 E-7608235.088832 3. IF THERE IS A CONFLICT WITH LAYOUT IN THE FIELD, ---- --------------------�------------------------- ------ - NOTIFY THE OWNER'S REPRESENTATIVE PRIOR TO INSTALLATION. 4. NORTHEASTING COORDINATES ARE BASED ON Q BENCHMARK INFORMATION AS GIVEN ON SURVEY. CL a Z W Q Z a N-647394.710327 Z E-7608243.871486 LL J0 J O m Q U J w J LL m 100%CONSTRUCTION DOCUMENTS LAYOUT PLAN-CURB AT PLAY AREA REVLJONS SCALE AS NOTED DRAWN BY BED 1 LAYOUT PLAN - CURB AT PLAY AREA DATE 534 olc 1 SCALE: Y," = 1'-0" Z PROJECT NO. 1534 Q 1 2 4 e SHEET L405 LEGEND - u" ----387---- EXISTING CONTOUR - _ - - - , SEE SHEET 502- - 387 . PROPOSED CONTOUR a-O- - - - - - - - - - - - -g- - - - O- =MATCHLINE - - - - - - - - S -485.00 SPOT ELEVATION +/-(485-00)EXISTING SPOT ELEVATION TC 541.14 BC 540.14 3.85 x PERCENTAGE OF SLOPE 54E �� ` IE 539.81 DIRECTION OF SLOPE `J ----- SURVEY BOUNDARY o F \ PROPERTY LINE 544.10 EXISTING TREES TO BE PROTECTED O 544.00 j h --- PERFORATED DRAIN PIPE, SLOPED TO DRAIN c O 544.10 - - PVC DRAIN PIPE, SLOPED TO DRAIN = o j �S \ - - VEGETATED FILTER STRIP CONCRETE CURB O 545.6 _ 54 TC`540.98 545.81 4 -544. BC 539.98 \ � DRY STACK STONE WALL cl 5,91 TC 541.38 L D45.9 545.24 BC 540.38 \ BASALT STEPPING STONES ♦• . TS G 545.11 IE 539.53 WATER FOUNTAIN 345 p 54 545.35 TC 541.00 \ HOSE BIB O 551 545.23 BC 540.00 r- L4 90 O 545.30 C 541.0 o. ABREVIATIONS 0 20 oco 546.14 540.6 AD AREA DRAIN (RIM ELEVATION) 546.24 00 545.30 BC BOTTOM OF CURBS PSS + \ 546.19 47 545.50 p 4 BF BOTTOM OF FOOTING 546.29 BW BOTTOM OF WALL (FINISHED GRADE) \ TC 541.46 CB CATCH BASIN (RIM ELEVATION) C - O 545.40 TC 541.19 . 544.9 CTV CONTRACTOR TO VERIFY EL --- (547.83) �� EQ EQUALTION _ __ -- - 41.31 EX EXISTING cT X545.29 �, 544.41 41.15 t� 545.02 544.7.1 FFE FINISH FLOOR ELEVATION 545.18 H 5 1.47 - HP HIGH POINT 1 IE INVERT ELEVATION �� \ 5¢4.5 p MATCH MOA CHO LP 545.19 544.70 INT EXISTING GRADE O MAX MAXIMUM 545.09 I 44. 9 MIN MINIMUM 544.98 RIM RIM ELEVATION Q I Q ^\ 44.65 �� Sim TC TOP OF CURB d 5� \ 44.73 Z 1 (9 - S �\ 00TF TOP OF FOOT X545.00 c �i TW TOP OF WALLING (FINISHED) Z TYP TYPICAL Q m Q l S6 544.3 p GRADING NOTES Z o / 1. THIS PLAN IS BASED ON A SURVEY BY HARPER HOUF O m> S `SF PETERSON RIGHELLIS INC. DATED 11/28/2015. NOTIFY O U I c $ 49 o OWNER'S REPRESENTATIVE OF ANY DISCREPANCIES n ( o ` O.I IDENTIFIED ON SITE RELATED TO SURVEY J Z \ INFORMATION PRIOR TO INSTALLATION. \ SF O 5 2. PROTECT EXISTING VEGETATION TO REMAIN; SEE J LL \\ y 59 O SPECIFICATION SECTION 01 56 39 FOR FENCING AND OTHER REQUIREMENTS. m 3. SET STRAIGHT GRADES BETWEEN GIVEN ELEVATIONS LP m UNLESS OTHERWISE INDICATED. \ i u-) 4. GRADE BREAK LINES ARE SHOWN GRAPHICALLY TO \ ILLUSTRATE DRAINAGE PATTERNS, AND ARE NOT INTENDED -- o TO BE ACTUAL JOINT LINES, UNLESS THEY FALL ON IE 533.67 EXPANSION JOINT LOCATIONS. -o__ _ .- - - + 5. SEE CML DRAWINGS FOR UNDERGROUND UTILITIES AND -- -- ------ -- - - -- - SURVEY BOUNDAkY. TYP - _ DRAINAGE FEATURES. ___ 6. ENSURE POSITIVE DRAINAGE AWAY FROM ALL BUILDINGS AT _ - - '-v -`---�- _ 1% MIN. 100%CONSTRUCTION DOCUMENTS ----_ 7. SPOT ELEVATIONS TAKE PRECEDENCE OVER LANDSCAPE CONTOURS. GRADING PLAN 8. PROVIDE 2% CROSS SLOPE ON ALL PAVED WALKS, TYP. 9. DO NOT DISTURB AREAS NOT TO BE GRADED. \ 10. ADJUSTMENTS OF SOFT SWALE AREAS t2" MAY BE t__ NECESSARY TO IMPROVE DRAINAGE. THESE ADJUSTMENTS SHALL BE DONE AT NO COST TO THE OWNER. Rey ONS N 11- BOTTOM OF WALL (BW) ELEVATIONS EQUAL FINISH SURFACE OF PAVING OR FINISH GRADE, NOT TOP OF FOOTING ELEVATION- 1 GRADING PLAN Man 12. CONTRACTOR TO VERIFY EXISTING GRADES AT ALL SCALE: 1"=10'-O" r.101'0.G a LOCATIONS WHERE NEW PAVING IS MATCHING EXISTING PAVING AND NOTIFY ARCHITECT IMMEDIATELY OF ANY DISCREPANCIES. SCALE AS NOTED 13. CONCRETE PAVING ELEVATIONS AT BACK OF CURB TO DRAWN BY BEO MATCH TOP OF CURB ELEVATIONS, UNLESS OTHERWISE DATE 07.01.2016 NOTED, SEE CIVIL DRAWINGS FOR CURB ELEVATIONS. PROJECT NO. 1534 14. ALL ADA WALKWAYS TO MEET LOCAL, STATE AND FEDERAL ADA REQUIREMENTS. PRIOR TO FORMING HARD SURFACE SHEET MATERIALS, CONTRACTOR TO VERIFY THAT ALL HARDSCAPE GRADES MEET ADA REQUIREMENTS. L5� I 1 15. ALL PATHWAYS TO BE SLOPED AT 5% OR LESS UNLESS OTHERWISE NOTED. W do D X1-4-1 rz<�� LEGEND I _ SURVEY BOUNDARY, I ----387---- EXISTING CONTOUR TYP 38� � � ,- PROPOSED CONTOUR 485.00 SPOT ELEVATION /--(485-00)EXISTING SPOT ELEVATION II 3.85x-PERCENTAGE OF SLOPE / TC BC 530.501 I � ~ r /BC 30.50 �I ---- DIRECTION OF SLOPE I TC B 530.5 1 (TC 530.50) - SURVEY BOUNDARY "o (TC 530.55p 1 BC 530.12 (BC 530.09 �aj0 (530.35) ---- PROPERTY LINE (530.59) / EXISTING TREES TO BE PROTECTED _ c m TW 533.00 SLOPE AT A MAXIMUM OF 2:1 TO BW 530.69 -TW 533.00 TW 531.00 MEET EXISTING GRADE. COORDINATE 9 530.60 BW 530.6 WITH PROJECT REPRESENTATIVE. �f _� ---- _ --- PERFORATED DRAIN PIPE, SLOPED T DRAIN c 8 53� CIO ---- -- ---------- BW 530 60' PVCDRAIN PIPE, SLOPED TO DRAIN = - -. •," -- ,. _-�--� i_ -------- VEGETATED FILTER STRIP 0 CONCRETE CURB DRY STACK STONE WALL 36. TW 533.00 BASALT STEPPING STONES BW 32.00 (� a WATER FOUNTAIN ' 5-�O 1 HOSE BIB , 0 1 ABBREVIATIONS r E 1 � a AD AREA DRAIN (RIM ELEVATION) n BC BOTTOM OF CURB OE N o LI? u L 1 BF BOTTOM OF FOOTING `I BW BOTTOM OF WALL (FINISHED GRADE) 11. CB CATCH BASIN (RIM ELEVATION) --- _ s TO VERIFY c- O 533 T6_ ' 11 EL ELEVATION OR 533 26 i - EQ EQUAL / (\) EX EXISTING `S FFE FINISH FLOOR ELEVATION \ HP HIGH POINT o G 533.10 \ IE INVERT ELEVATION 533.20 \ LP LOW\ NC MATCH MATCH EXISTING GRADE � \: \ MAX MAXIMUM O '3j (� O MIN MINIMUM RIM RIM ELEVATION O SIM SIMILAR <0- TC TOP OF CURB OTF TOP OF\ _ NG TW TOP OF WI WALL (FINISHED) Z TYP TYPICAL Q Q O JU. J O s� J GRADING NOTES O :5 1. THIS PLAN IS BASED ON A SURVEY BY HARPER HOUF O 2PETERSON RIGHELLIS INC. DATED 11/28/2015. NOTIFY r O O 0 •O_ - OWNER'S REPRESENTATIVE OF ANY DISCREPANCIES Z `" o - - IDENTIFIED ON SITE RELATED TO SURVEY J Z Q. ti - ------- OINFORMATION PRIOR TO INSTALLATION. J pe 2. < PROTECT EXISTING VEGETATION TO REMAIN; SEE LL SPECIFICATION SECTION 01 56 39 FOR FENCING OTHER REQUIREMENTS. O y^� 3. SETDSTRAIGHT GRADES BETWEEN GIVEN ELEVATIONS 71 UNLESS OTHERWISE INDICATED. - _ 4. GRADE BREAK LINES ARE SHOWN GRAPHICALLY TO ILLUSTRATE DRAINAGE PATTERNS, AND ARE NOT INTENDED 541 - O r 5� TO BE ACTUAL JOINT LINES, UNLESS THEY FALL ON 1 EXPANSION JOINT LOCATIONS. °-_ 5. SEE CIVIL DRAWINGS FOR UNDERGROUND UTILITIES AND -- ------ DRAINAGE FEATURES. Q O 6. ENSURE POSITIVE DRAINAGE AWAY FROM ALL BUILDINGS AT - \ -- 7. SPOT ELEVATIONS TAKE PRECEDENCE OVER LANDSCAPE 1009bCONSTRUC TION DOCUMENTS CONTOURS. GRADING PLAN - B. PROVIDE 2% CROSS SLOPE ON ALL PAVED WALKS, TYP. / ° _ �`L --------------- Q MATCHLINE. ;Xi SHEET 1/ESDI 9. DO NOT DISTURB AREAS NOT TO BE GRADED. - _ __ - _ _•,- � -!�- - - -' - T - - - - - �- - 10. ADJUSTMENTS OF SOFT SWALE AREAS t2' MAY BE - NECESSARY TO IMPROVE DRAINAGE. THESE ADJUSTMENTS SHALL BE DONE AT NO COST TO THE OWNER. REVISIONS 11. BOTTOM OF WALL (BW) ELEVATIONS EQUAL FINISH N SURFACE OF PAVING OR FINISH GRADE, NOT TOP OF FOOTING ELEVATION. I GRADING PLAN 12. CONTRACTOR TO VERIFY EXISTING GRADES AT ALL SCALE: 1"=10'-0" 0 3 b �p LOCATIONS WHERE NEW PAVING IS MATCHING EXISTING PAVING AND NOTIFY ARCHITECT IMMEDIATELY OF ANY DISCREPANCIES. SCALE AS NOTED 13. CONCRETE PAVING ELEVATIONS AT BACK OF CURB TO DRAWN BY BED MATCH TOP OF CURB ELEVATIONS, UNLESS OTHERWISE DATE 07.01.2016 NOTED, SEE CML DRAWINGS FOR CURB ELEVATIONS. PROJECT NO. 1534 14. ALL ADA WALKWAYS TO MEET LOCAL, STATE AND FEDERAL ADA REQUIREMENTS. PRIOR TO FORMING HARD SURFACE SHEET MATERIALS, CONTRACTOR TO VERIFY THAT ALL HARDSCAPE GRADES MEET ADA REQUIREMENTS. 0 15. ALL PATHWAYS TO BE SLOPED AT 5% OR LESS UNLESS L OTHERWISE NOTED. ATCHLINE, SEE—\SHEET1/1_6 — — — — — — — — — — — - - - - - -C�_ — - - — — — — — /Cr- LEGEND DRAR (7) ------ SURVEY BOUNDARY s POMU (7) ---- PROPERTY LINE/RIGHT-OF-WAY $ - DRAB (17) DECE 7 2"-THICK MULCH LAYER, SEE SPECS ° ( ) 0 g DRAR (8) O - ol ARW 27 CONCRETE CURB e l ( ) \ 6 DRY STACK STONE WALL `\ . .. . . BASALT STEPPING STONES ° \'. _ o BOULDERS w 0 . . . . . ... 0 WATER FOUNTAIN O \ . HOSE BIB o - DRAR.O, . ----___ \.:. . ... • -i/—/- METAL HEADER ? ° POMU (5 __-- --= PERFORATED FRCH (180) PVCDRAINPP�IN PIPE MAAO (3) SPSP (3) r.O O DECE (15) \ EXISTING TREES TO BE PROTECTED Y' 39 -GO o O ARW (85) -- -- O SPSP (3) \ r KG t iaK90 AGBL (8) SEE L603 FOR PLANT SCHEDULE AND PLANTING sqPE P SPSP (3) NOTES Q LAWN 1 . O (5) ° MQ MAAO (11) RISA (1) ° DEC \ ACMI (9) ACMI (11) LUPO (5) --� d AGBL (7) ° JUPA (73) 0 o PESE (6) DRAB (6) 0 5'B LIDA VEGETATED FILTER STRIP 11 VAOV (1) o _I Q >< 1 Q ° o LUPO (10) CL a Z 1 �``^II ARW (63) u \� PESE (6) Z —moi' 1 RISA (3) . . l 1 VAOV (2) °o O Q Z Q o 0 00 \ MAAO (8) � ter.. .. . . . . Z � � ° O ,} . . . . . . . .. . . .. . .. .. . . . o LL> 1. C OU J L O O + J w 1 O :. Q J LL O 1 O _ _ DF (3) SURVEY BOUNDARY. TSP _ -- - - `� — - 100%CONSTRUCTION DOCUMENTS o O 6 PLANTING PLAN 1 -�V f. r REVISIONS N 1 PLANTING PLAN SCALE: 1"=10'-O" 0 5 10 20 SCALE AS NOTED DRAWN BY BEO DATE 07.01.2016 PROJECT NO. 1534 SHEET L601 SURVEY BOUNDARY, TYP LEGEND I _ a — SURVEY BOUNDARY ---- PROPERTY UNE/RIGHT—OF—WAY 3 O 2"-THICK MULCH LAYER, SEE SPECS o CONCRETE CURB c eaZMMZM DRY STACK STONE WALL $ DRAR (11) POMU (3) - BASALT STEPPING STONES c a RISA (1) Q � - :,.._ --�_� O BOULDERS 00 WATER FOUNTAIN -T------ HOSE BIB POMU (5) MAAQ (5) I METAL HEADER O POM O 1 PERFORATED DRAIN PIPE MAAO (8) PVC DRAIN PIPE O DRAR (3) o O 1 EXISTING TREES TO BE PROTECTED 39 POMU (3) O 1 1 9 oa.ecoo: - 1 'L 3izo�-; 1 SEE L603 FOR PLANT SCHEDULE AND PLANTING '•YPE pRG o / NOTES 0• 11` O♦ J o p o Q >< o CL O o 0 a. Z f J W O -'D ° 0 oU O 0 O- Z oJ w o .. _ LL - i M O W O 0 0 - - •- 100%CONSTRUCTION DOCUMENTS ff� 1 PLANTING PLAN `\V -- - — ♦ MATCHUNE, SE—SHE1/L60-1o O ��•� ' — — — — — — — ♦ — — { REVISIONS 1 PLANTING PLAN SCALE: 1"=10'-0" 0 3 10 20 SCALE AS NOTED DRAWN BY BEO DATE 07.01.2016 PROJECT NO. I&U SHEET L602 PLANT SCHEDULE SYMBOL ABBR BOTANICAL NAME COMMON NAME SIZE/CONDITION QTY SPACING TREES /2/CONT F PM Pseudotsugc menziesii Douglas Fir MIN 2' HIGH (FROM 3 AS SHOWN TOP OF ROOT BALL) - SHRUBS _ MAAQ Mahonio aquifolium 'Compacto' Oregon Grape /3/CONT 34 36" O.C. o RISA Ribes songuineum Flowering Currant 13/CONT 5 5' O.C. ® m SPSP Spiroeo splendens Dense—flowered spiroeo #3/CONT 9 30" O.C. w c 000 VAOV Voccinium ovatum Evergreen Huckleberry p3/CONT 3 5' O.C. i o C; GRASSES, FERNS, GROUNDCOVERS AND PERENNIALS 0 ACMI Achillea millefolium Common Yarrow #1/CONT 20 18" O.C. (D AGBL Agastache 'Blue Fortune' Hybrid Hyssop #1/CONT 15 18" O.C. ARUV Arctostophylos uvo—ursi Kinnickkinnick /1/CONT 149 12" O.C. DECE Deschompsia cespitosa Tufted Hairgross /1/CONT 37 24" O.C. C) DRAR Dryopteris arguto Coastal Wood Fern /1/CONT 73 24" O.C. FRCH Fragorio chiloensis Coastal strawberry #1/CONT 181 12" O.C. ys _--= c0 POMU Polystichum munitum Western Sword Fern N1/CONT 132 36" O.C. SEED MIXES r OREGON LAWN Festuca rcemeri Roemer's Fescue RATE: 8 L65/1000SF 16931 SF Ijj ze PLANT SCHEDULE - VEGETATED FILTER STRIP 1�E SYMBOL I ABBR BOTANICAL NAME COMMON NAME SIZE/CONDITION SPACING GRASSES AND PERENNIALS JUPA Juncus patens Spreading Rush #1/CONT 52 12" O.C. SIE LUPO Lupinus polyphyllus Big Leaf Lupin /1/CONT 16 18" O.C. ® PESE Penstemon serrulatus Cascade Penstemon }'1/CONT 12 18" O.C. PLANTING NOTES ABBREVIATIONS 1. THIS PLAN IS BASED ON A SURVEY BY HARPER HOUF B&B BALLED & BURLAPPED PETERSON RIGHELLIS INC. DATED 11/28/2015. NOTIFY CAL CALIPER Q u OWNER'S REPRESENTATIVE OF ANY DISCREPANCIES CONT CONTAINER C a IDENTIFIED ON SITE RELATED TO SURVEY INFORMATION DIA DIAMETER Z PRIOR TO INSTALLATION. DBH DIAMETER AT BREAST HEIGHT Z R Q 2. PROTECT EXISTING VEGETATION TO REMAIN; SEE SPECIFICATION EQ EQUAL SECTION 01 56 39 FOR FENCING AND OTHER REQUIREMENTS. MI HEIGHT Q 0 Q MIN MINIMUM I--- 0 3. ALL PLANT MATERIAL SHALL BE NURSERY GROWN, WELL MAX MAXIMUM Z ROOTED, AND WELL BRANCHED. ALL TREES MUST BE FREE OF NO NUMBER 0 INSECTS, DISEASES, MECHANICAL INJURY, AND OTHER O.C. ON CENTER m N OBJECTIONABLE FEATURES WHEN PLANTED. ALL PLANT MATERIAL SIM SIMILAR O 0(-) SHALL CONFORM TO "AMERICAN STOCK STANDARDS" LATEST SL SEEDED LAWN EDITION. SPECS SPECIFICATIONS p TYP TYPICAL J w 4. ALL PLANT MATERIAL TO BE APPROVED BY OWNER'S CONTAINER SIZE J xREPRESENTATIVE PRIOR TO INSTALLATION. SEE SPECIFICATIONS. 5. PLANT SPACING SHALL TAKE PRECEDENCE OVER VALVE BOX LOCATIONS. INSTALLED VALVE BOXES THAT CONFLICT WITH m ACCEPTED PLANT LAYOUT SHALL BE MOVED TO POSITION BETWEEN PLANTS. 6. PLANT COUNTS FOR TREES AND SHRUBS ARE SUPPLIED FOR THE CONTRACTOR'S CONVENIENCE. CONTRACTOR RESPONSIBLE FOR INSTALLING ALL PLANTS IN LOCATIONS AND QUANTITIES SHOWN. FOR GROUNDCOVER PLANTING, SEE DETAIL 4/1_709 7. CLEAR PLANT BEDS OF ALL GRAVEL AND DEBRIS PRIOR TO SOIL PREPARATION AND PLANTING, FOR APPROVAL BY LANDSCAPE ARCHITECT. 100%CONSTRUCTION DOCUMENTS 8. REPAIR AND RESEED ALL LAWN AREAS DISTURBED BY PLANTING LEGEND AND NOTES CONSTRUCTION ACTIVITY, INCLUDING SOIL PREPARATION. SEE 32 91 19 AND 32 92 19. 9. NO EXCAVATION, TRENCHING, GRADING, ROOT PRUNING OR OTHER ACTIVITY SHALL OCCUR WITHIN THE TREE PROTECTION ZONE UNLESS DIRECTED BY THE PROJECT ARBORIST PRESENT REVISIONS ON SITE. 10. CONTRACTOR TO TAKE EXTREME CARE WHEN PLANTING WITHIN THE TREE PROTECTION ZONE. PLANTING WITHIN THE TREE PROTECTION ZONE WILL BE PERFORMED USING ONLY NON—MOTORIZED HANDHELD TOOLS AND SHALL BE THE MINIMUM NECESSARY TO ACCOMPLISH THE PURPOSE FOR THE PLANTING AND TO ENSURE LONG—TERM SURVIVAL OF THE SCALE AS NOTED TREE. DRAWN BY BEO 11. VEGETATED FILTER STRIP GROWING MEDIA PER DETAIL 6/L710. DATE 07.01.2016 SEE SPECS FOR ALL OTHER PLANTING AREAS. PROJECT NO. 1534 SHEET L603 NOTE: A. -1/3 OF COLUMNS TO BE 24'-30" DIAMETER 1 CONCRETE PAVING -1/3 OF COLUMNS TO BE 18--24" DIAMETER L701 -1/3 OF COLUMNS TO BE 12"-18" DIAMETER Y4 10 CRUSHED ROCK PAVING, SEE SPECS B. FACES OF COLUMNS TO BE PARALLEL TO THE FACES BASALT COLUMN, SPECS OF ADJACENT COLUMNS. 546.2 +546.1 +546.31 +546.0546.08 0 546. +546.1 546. +546.42 +546.08 546. 546.1 +546.17 +546.3 +544.56 +545.0 +545.10 +546.5 +546.41 546.0 +546.2 +545.1 +544.83 +545.42 546.17 � s +546.33 544.7 +545.0 +545.21 € 546.00 +545.1 +543.5 +543.83 545. +545.3 545.4 PA $ +546.33 +543.71 +543.5 +545.4 w 8 +546.33 +545.0 +545. +543.6 +544.00 546.17 +543.75 +544.00 545.1 +543.83 PA +544.83 PA 3 545.10 L701 PERMEABLE ASPHALT PAVING 345 1 BASALT ROCK OUTCROPPING p1m ['' it La a F OREGON ' 3120/96 3/b•-r-o• 'y 3/40/96 �T7 BASALT COLUMN, SEE SPECS L7t 01 CONCRETE PAVING, BEHIND 4 L701PERMABLE ASPHALT PAVING PLANTING AREA -+544' - - - - - - - - - - - - - - - - - - - - - - - - - - Q Y X543 - - - - - - - - - - - - - - - - - a NOTE: TOPS OF ALL BASALT COLUMNS Q Z of TO BE WIRE CUT AND THERMAL O< FINISHED. Z J U_ �0 0 m 00 ,_1 w 2 BASALT ROCK OUTCROPPING Elevation _j w 3/8'1'-0' m 1 CONCRETE PAVING Z L701 � 6" MAX. JOINT ed BASALT COLUMN, SEE SPECS o• Y, 10 CRUSHED ROCK PAVING, SEE LANDSCAPE BOULDER, SEE 100%CONSTRUCTION DOCUMENTS SPECS x SPECS SITE DETAILS tiS2 jO�OUp� Op d$ U01 PERMEABLE ASPHALT PAVING FINISH GRADE BACKFILL AMENDED TOPSOIL REVISIONS COMPACTED AGGREGATE BASE, SEE SPECS �QOtyo 1111 I�I ��II�II�� I�I��I EXISTING SUBGRADE _I I I-1 I M I 1=1 11-1 I p� g oo O -� 1-1 1-� NOTE: -111=111-111=III - -_ ^ QO 111=I I-1 VARIES 1- O�JOD DRAWN BY BEO NOTEDSCALE AS TOPS OF ALL BASALT _I -III-1 I I O O -_ - COMPACTED AGGREGATE DATE 07.01.2016 COLUMNS TO BE WIRE CUT -1 I-III-III- I BASE, TYP. SEE SPECS PROJECT NO. 1534 AND THERMAL FINISHED. 1 -I I1=1 I I1 IT1 �_ COMPACTED SUBGRADE SHEET 3 BASALT OUTCROPPING S.ctlon 4 LANDSCAPE BOULDER Se"t°° L 702 3/4•.1'•O• T.Y O• NOTES: 1. ALL WOOD TO BE STRIPED AND SANDED SMOOTH. REMOVE ALL SPLINTERS. TREAT WITH NON-TOXIC INTERNAL WOOD STABILIZER. 2. LOGS TO BE USED FROM THE FRIENDS OF BULL MOUNTAIN PARK Y 10 CRUSHED ROCK, SEE SPECS. INVENTORY. REFER TO TABLE ON THIS SHEET. L 07 FILL VOIDS TO WITHIN 2" OF TOP OF VERTICAL LOG CLIMBER ELEVATIONS (ABOVE TOP OF MULCH): LOWEST ADJACENT LOG. X 2 CONCRETE CURB A - +20' V - +30" L7o1 - A' - +24' W - +12' x A" - +30" X - +12' $ B - +72" Y - +12" g C - +18" Z - +24' D - +24" BB - +10" L - +42" CC - +12" M - +30" DD - +8" 0 - +30' EE - +12' 6 VERTICAL LOG a P - +54' FF - +9" ^------------------------------------------------------ LOG ARRAY CLIMBER. SEE \ r I I SHEETS 705-707 L707 CLIMBER o 0 - +36' U - +18' GUARDRAIL 1 ____ -+ -- 5 VERTICAL CLIMBING ------- ------ vD G I CC A ---- _ 7 FEATURE ------- _- I X FF W '--_ FALL ZONE, TYP (�� / 1 1 J I I A Y L � II 345F P ' V-0 I I A" r rc La o TYP. I i D B O OREGON.° 3/20/96 E I i ME LBB Z ' H Q i DD EE ------------- 1 ----- I I -----------I E2- 2 Q Y K ADA CONCRETE CURB RAMP B �- a_ L701 Z ?ne Gz 1 PLAY AREA - MATERIALS ENLARGEMENT Plan Z J0 0 mU OU Bull Mountain Park o Lop I—o" z Longo Nan»n landscape Archiects J LU 05.261016 J a. LL yJ { I CAD K*y jiqNumber 5peciel l0rigiml Length Diameter Cut Length lCminnord i A Lop I ;Doug Fir 254" 29' 3-6" VemCal Lop CAMer r A L091iDou F} 256' 29' f4 Verllrollag CRrrlber lop 1 DougFi_ 25 6 29'—_Ir-6' Varllcd lop C4r.rher B top 2�Do Fi 25'0' -- 46 Igo Ver"--lop CAmber 111 �i� C lop] ID_oup fF__21'a' 30' 3.6' VerHcol Lop Climber D _—---- Lop 4---'D..q FY 21.7 --_ JO' SQ - Ventral Lop CUmber r E Log 5 IDug FF 16'6" 11" AS 15 lop Mloy Climber ✓,I T / F _ ILcp6 _ _'Ooup FY I7'T _... _. 9' ASIS Lop MmY CNmber `• I• I e G ILg? IDo Fir 12'11' B' 11' lop Mm CS=,! 1 - N L B 'Do ft 11'6' 13' r-w lap MmyCFlber __'tb FY__I I.2 _ 12• __ 10I Lap Array Chrrber LLog op 10 Do Flr 10 10' 9" 104 lap MiuY Limber 100%CONSTRUCTION DOCUMENTS K L 11 Do fi 10'3' 9' NOT USED SITE DETAILS L Lop 12 Doug Fi 5'5" III- AS IS VeMcd Lop Cimber M lop 13 IDoug F} /7" 1 AS IS VMkAI Lop Limber N Log 11 jD0.Q FB 4'5" a" NOT USED 0Lop 15 IDoug Fk /'3"_ 10• AS IS verlk:d Lop Limber Lop 16 Cedar 1010' --_ 2r T4•.-_.._ I'Vedkd lop Cimber © O Lop 17 Cela 77" 36' 614 Lop Supwd R Lop 16 1Ceda 6 49' fa Anbl REVISIONS 19 CWa S 19' I fp Arlbl 20 Cedes S _ 3r For ArW U ILog 21 Cedor__5 3r 3_-6• Verlkd lop CirMer V !Log 22 Cedar 4.6 20 AS IS Vedlcd Lop Cinlher W L 23 csdor 33' 10 AS IS Vartkd Log Cinher % Lop 24Cada 33' 1a- AS 15 ;Verllcd Lop Cirnber Y- l 25 'Cedes 37 '0 AS 15 i Verllcd Lop CLMar SCALE AS NOTED 2 PLAY AREA ELEVATION (FOR REFERENCE ONLY) Elevation [EEC L 26 cella 3z 25' AS 15 verllcolI-CimDer DRAWN BY BEO Lop 27 ,Cada '3 3r NOT USED DATE 07,01.2016 Lop 2a Kellar 3 23' AS IS Vedkol lop Cirtber PROJECT NO. IS34 Lop 29 'Cada 3 19• AS IS Vedkd lap ClmCer 3o Cada a IS AsIs tiMtlwTopcimGe, SHEET Lop 31 ICeda 3' 1, AS 15 Wracal lop Clmber -- I2 -Cda— 7 -- 13AtIS Varllrai r R Cfmbe. L703 2da 3' 1?- — 1 Fa FBA1P Cedes 3 I S For FBMP— _�Log 35 Csda 3 ------ ,T -- For FaMP NOTE: THE 6'-0' FALL ZONE BETWEEN CONCRETE CURB AND PLAY AREA IS TO BE FREE AND CLEAR OF PLAY FEATURES. 0' 4' 8' 12' 16' 0' �4' i 8' 32' 36' 40' 44' I 48 52' 56' i 1 i i i i I i i i i i i i i i i i i i i 1 c c 1 1 1 I 1 I I I I I I I O' --- ---- --- ----i--- ---+ --- --�-- - - - --- --- --�-- - - --I--- --� — +- 0' i i i i i i l i i i i i i i i i l i i i i i I I I -�-----�----�---1--�--- 1 -- � - - --r--�- -�--- � 1---i--- 1 --- I --- --r---�---�---�- 1---1---�- -�- - ---�- --�----� X395 1 1 I I 1 1 I 1 1 I 1 I I 1 I 1 = I I I I I I I I I I I I I I I I I f I I I I I I I I � OREGON �'w 3/2C/9fi -_J_ _ _-_y_ _ 4' II I I I I I I I I CENiERPOINT OB LOG, TYP.I I I I �E N- -!� �___� - - -- - ; LATUUI OF-VER 600 CLIMBER b,NE, + 6' 0• FALL Z NE, TYP zi . 1 I 1 I ---- ---t---1---1--- -- - -- ---- --- --- -+- --+- Z 1 Aw _ Z z� -----�_---� _ _ _ I I I ---- ---- -----�--- I I i Z �~ i l i l l l l l l i l l l l l l l l l J I I I I 1 I I I O 0 U 16'---F---�--- --i---�F --- --- --F--�--- ---i---i - - -- F--- ---I----F--� --+--- --i---1---� -- - F--�- --�16' o I I I I I I I I I I I I I I I JW J m ---- ---�-- -- -�--- -- --- --�---�--- ---�---� - - ---�— --F---�--- -—---—- -—---—- m I 1 I I I 1 I I I I 1 I I 1 I 1 I I I II I I II I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 100%CONSTRUCTION DOCUMENTS SITE DETAILS •I Nf• 7'14r]y I I I 1 1 I 4 I 0 4 8 12 l ' 16 20' 24' • 28 I 32' 36' 40' 44' 48' ( 52' I 516' REV4SION$ SCALE AS NOTED DRAWN BY BEO DATE 07.01.2016 Z PROJECT NO. 1534 SHEET 1 PLAY AREA LAYOUT ENLARGEMENT Plan L704 t/2•.r-o• NOTE: LOG H FROM INVENTORY ALL WOOD TO BE STRIPED AND SANDED SMOOTH. REMOVE ALL SPLINTERS. TREAT WITH NON—TOXIC INTERNAL WOOD STABILIZER. r 2" CHAMFER, ALL SIDES, TYP a `p5 , 3"0 GALVANIZED TUBULAR STEEL 2 L70 POST. CORE DRILL LOG AND R G ------- LOG SUPPORYT, L7o7 EPDXY FILL. I � ,1707 LOG Q FROM INVENTORY F Y 3 -----'----- ; W 3"0 GALVANIZED TUBULAR STEEL m EPOST. CORE DRILL BOULDER —__—_____—_ L706 AND FILL WITH NON—SHRINK a 2 ma ,1706 x GROUT, TYP 0 E FINISHED GRADE w 2 ENGINEERED WOOD 2 L701 FIBER SURFACING 9= _ L705 H m� -I1 —I LANDSCAPE BOULDER 5 y Q � i l l i OO Oo° =1 I O°foo o°°O °O COMPACTED AGGREGATE BASE a- I—i I— I =_ _ = 345 COMPACTED SUBGRADE i t-1 I I-111-III-III-1 I =1 — 1 LOG ARRAY CLIMBER KEY MAP (FOR REFERENCE ONLY) Plan 2 LOG ARRAY CLIMBER - LOG H Section 1/2"�1'-Q` OREGON 3/4`-l'-0` 2j 3/2oize SAWCUT TOP OF LOG H FLAT. NOTE: 3 E L7o7 LOG TO LOG CONNECTION SAND SMOOTH AND REMOVE ALL ALL WOOD TO BE STRIPED AND SPLINTERS. TREAT WITH SANDED SMOOTH. REMOVE ALL 5 LOG I NON—TOXIC, INTERNAL WOOD SPLINTERS. TREAT WITH NON—TOXIC L705 STABILIZER. INTERNAL WOOD STABILIZER. LOG G FROM INVENTORY 2——)LOG SUPPORT, BEYOND L0 _ LANDSCAPE BOULDER 2" CHAMFER, ALL SIDES i a _ 1707 1 LOG SUPPORT, TYP r a FINISHED GRADE a t'' w 2 ENGINEERED WOOD FIBER — --- 9� u0t SURFACING Z x _ 3"0 GALVANIZED TUBULAR STEEL Z z L] =1 _ FILLWITHNON—SHRINK RE DRILL LGROUT, F— O 0 —� —I I—III—III—I 1=I I—III—III—III—� =1 1= TYP Z =1 I I—I I—III—III—I I—III—III—III—III LANDSCAPE BOULDER o =III SO�Oo°�° 0 I I II I II II II 11111 11 II II I II I II II 11 I I 00O`°°�O°BOO. III= COMPACTED AGGREGATE BASEo v COMPACTED SUBGRADE "p MIN MIN J uJ 3 LOG H - SECTIOO Section A LOG ARRAY CLIMBER LOG G Section J_ 3/4`.1'-0` Ca r21 LOG E L706 TP LOG SUPPORT,/'1L7o7 2 L7o7 LOG J -- -- vos LOG F NOTE: ALL WOOD TO BE LOG I FROM INVENTORY 100%CONSTRUCTION DOCUMENTS STRIPED AND e SANDED SMOOTH. SITE DETAILS REMOVE ALL a LOG TO LOG CONNECTION, SPLINTERS. TREAT 3"0 GALVANIZED TUBULAR STEEL L707 TYP WITH NON—TOXIC POST. CORE DRILL LOG AND INTERNAL WOOD EPDXY FILL. 2" CHAMFER, ALL SIDES STABILIZER. REVISIONS 6 LOG Q FROM vol INVENTORY c~ FINISHED GRADE 2 ENGINEERED WOOD FIBER vot SURFACING III—III O ° SCALE AS NOTED �—III—I O Oo III=III—III=I II—III—I =III= DRAWN BY BEO III—III I—III—III—III I 17.III=III — LANDSCAPE BOULDER DATE 07.01.2016 °D0°O � I —III III I I °°O O°O 111— COMPACTED AGGREGATE BASE PROJECT NO. 1534 III—III OOo°O° Do�Oo°OOo Oo�o I—III—III—IIIJ°I III=III O°OOO o0 _ SHEET III=III=III=III——-II;� COMPACTED SUBGRADE 5 LOG ARRAY CLIMBER - LOG I 3,,;,° qr Section L705_ NOTE: ALL WOOD TO BE STRIPED AND 3 LOG TO LOG SANDED SMOOTH. REMOVE ALLL7o7 CONNECTION, TYP SPLINTERS. TREAT WITH NON-TOXIC INTERNAL WOOD STABILIZER. LOG E FROM INVENTORY "R 4 -- 2 L705 G - -- 207 --- c J I o ------- --- 3 F `o L7D6 m 2 "----"---- LOG SUPPORT, 4 c TYP L707 t = L706 a E LOG L7o5 • 2 L705 H 505 4 3'0 GALVANIZED TUBULAR STEEL POST. CORE DRILL LOG AND EPDXY FILL. LANDSCAPE BOULDER ` ;45 o 3'0 GALVANIZED TUBULAR STEEL POST. 6 LOG 0 FROM 1 LOG ARRAY CLIMBER KEY MAP (FOR REFERENCE ONLY) Plan CORE DRILL BOULDER AND FILL WffH L707 INVENTORY �� Le go NON-SHRINK GROUT, NP � OREGON FINISHED GRADE 3120/N 2 ENGINEERED WOOD "yPE L701 FIBER SURFACING =11 III=III=III=III=III=III=III=III=III=1100 Oo� III=1 m= II Oa o I-III-III-III=III-III=III=111=111=111 g �- �O 1=III= -11 III-III=III=III=III-III-III-III-III-i l o 0 00� g III-1 _ �O I—III—I 1-1 1-11 I-1 11=1 1—I I—III—I 11 pa�Oc�O �°Q�oo 0Q COMPACTED AGGREGATE - El _ Q _ 111=111=111=111=111=1 I—I 1-11 I-11 I—I 1 _ _o _11— TYP II III=1111-111-1II-111-1 I III-111 III—III=111-1II-111 III III - _ BASE CTE - - —.j—� — — — — — — — — — — — COMPACTED SUBGRADE 4'-0'MIN. Q � ac C i Z Z �o Q 7- Z Z O 0 m> < pU G o J w 2 LOG ARRAY CLIMBER LOG E Section ? LL 3/4'-1'-0' m NOTE: 'a)LOG TO LOG CONNECTION, ALL WOOD TO BE STRIPED AND L707 TYP SANDED SMOOTH. REMOVE ALL SPLINTERS. TREAT WITH NON-TOXIC 2 LOG J INTERNAL WOOD STABILIZER. L707 5 LOG I L705 LOG F FROM INVENTORY IOD%CONSTRUCTION TDOCUMENTS LOG SUPPORT L707 SITE DETAILS FINISHED GRADE _,MENGINEERED WOOD FIBER vL701 SURFACING REVISIONS 3'0 GALVANIZED TUBULAR STEEL POST. CORE DRILL BOULDER AND _� I II-III-I II-III-III-III-II I-III-III-III-III-I II-III-III-III- FILL WITH NON-SHRINK GROUT, Typ m� it Qo o III=III=III=III=III=III=III=III=III-III=III=III=III=III=1 LANDSCAPE BOULDER x� _ COMPACTED AGGREGATE ME, SCALE AS NOTED Z _ °0 ��o I -I 1=1 1-I 11-111-111-I1 I-1 1-11 1=1 1-11 1-1 1-111 1=1111 I- TMP DRAWN BY eF0 =1 =1 1 =1 1=1 11=1 11=1 11=1 1 1 1 1=1 1=1 1=11 I-I 1 I 11 1 1 1-1 1 1 1 11=1 -1 1�f�fi1--f�COMPACTED SUBGRADE DATE PROJECT NO. 1534 1531 016 11 -- SHEET 3 LOG ARRAY CLIMBER - LOG F Section L 70 6 3/4'-1'-0' NOTE: (ZLOG TO LOG CONNECTION, ALL WOOD TO BE STRIPED AND L7D7 TYP SANDED SMOOTH. REMOVE ALL LOG J, FROM INVENTORY SPLINTERS. TREAT WITH NON-TOXIC INTERNAL WOOD STABILIZER. 5 LOG I L705 LOG SUPPORT,, uD7 _-__ 3 4 LOG F L706 2 L705 G 17�> - ffi ------- FINISHED GRADE a F ! 9 2 ENGINEERED WOOD FIBER L7156 + vot SURFACING x m 2 v06 E 3"4 GALVANIZED TUBULAR STEEL a ` C. POST. CORE DRILL BOULDER AND 9 — — — — — — — FILL WITH NON-SHRINK GROUT, TYP L705 H III=III=III=III=III=III=III=III=III=III=III=III=III=III=III= LANDSCAPE BOULDER Q 'e IOO Oo° —_—_— _ _ _ COMPACTED AGGREGATE BASE, �� eOo00 oOSo°O —III—I i—III—III—III—III—III—III—I i I—III—III—III—III—I hI CO MPACTED SUBGRADE III=III I- MAY,np LAG SCREW. TYPE 316 STAINLESS _ _ _ _ — 13 STEEL, 3/4" DIAMETER, 12" LONG I e HANDRAIL 4X4 CLEAR CEDAR POST WITH — vOB HANDRAIL CLEAR NON-TOXIC SEALANT, SEE SPECS 4X4 CLEAR CEDAR POST WITH CLEAR e HANDRAIL 4X4 CLEAR CEDAR POST WITH CLEAR NON-TOXIC SEALANT, SEE NON-TOXIC SEALANT, SEE SPECS L708 iv SPECS N 1 0 2,3 g L70B 6 LOG O VERTICAL LOG vol CLIMBER dh"MIN- 44 WOOD BLOCKING. CONTRACTOR e "MIN- 2 MAX TO CUT BLOCK TO ENSURE x 2"MAX GUARDRAIL MEMBER STANDS VERTICALLY AT 99 TO TOP OF LOG � 5 LAG SCREW. TYPE 316 a VERTICAL CLIMBING FEATURE GALVANIZED, 3/4" DIAMETER, 12" LAG SCREW. TYPE 316 L707 LONG GALVANIZED, 3/4" DIAMETER, 12" LONG 44 WOOD BLOCKING. AT CONTRACTOR'S DISCRETION, NOTE: CONTRACTOR CUT BLOCK TO SHAVE EDGE OF LOG TO ENSURE RAILING IS TO BE FIELD FIT. ENSURE GUARDRAIL MEMBER 1 GUARDRAIL MEMBER STANDS TOLERANCES BETWEEN WOOD STANDS VERTICALLY AT 90' TO 1 VERTICALLY AT 90' TO TOP OF MEMBERS NOT TO EXCEED TOP OF LOG LOG. 1-7/8". ADJUST INDMDUAL6 LOG 0 FROM 6 LOG O FROM 6 GUARDRAIL MEMBERS AS vol INVENTORY vol INVENTORY3qgp 4 Ilk voe NECESSARY. 1 GUARDRAIL AT VERTICAL CLIMBER Plan 2 GUARDRAIL CONDITION 1 Section 3 GUARDRAIL CONDITION 2 Section t[ OR[GON 1 1'.1'-0 1'.1'-0' 1'.1'-0 3;20/".6 1j" MAX TYP 1g" MAX TYP t-6 �' CHAMFER, ALL EDGES L708 GUARDRAIL }' CHAMFER, ALL EDGES 5 v08 HANDRAIL jI --------- 6 HANDRAIL � � Y 4X4 CLEAR CEDAR POST WITH CLEAR NON-TOXIC STAINLESS STEEL X z x SEALANT, SEE SPECS PIPE, SEE SPECS Z z a s LOG 0 FROM 00 4X4 CLEAR CEDAR POST a L707 INVENTORY ALUMINUM U-BRACKET 00 WITH CLEAR NON-TOXIC J FOR 3" PIPE AT EACH F— 2 GUARDRAIL POST, SEE 0 SEALANT, SEE SPECS Z �' I � � 6 LOG 0 FROM SPECS m O LAG SCREW. TYPE 316 O L707 INVENTORY � (' STAINLESS STEEL, 1/4" O U DIAMETER, 3" LONGLu p d o 'o ° o o ,00 o �� J K b y LL. ELEVATION N 1 m a o I a LAG SCREW. TYPE 316 ° ' LAG SCREW. TYPE 316 0 0 h STAINLESS STEEL, 3/4" 0 0 o STAINLESS STEEL, 3/4" 4 DIAMETER, 12" LONG DIAMETER, 12" LONG i i /II I I 0 ca y uJ ° 2 L .° o 0 •�" o b ° o 100%CONSTRUCTION DOCUMENTS I[TYP TYP SITE DETAILS " STAINLESS STEEL PIPE, SEE SPECS ALUMINUM U-BRACKET FOR J" PIPE AT EACH GUARDRAIL POST, SEE REVISIONS SPECS L708 GUARDRAIL LAG SCREW. TYPE 316 STAINLESS STEEL, 1/4" DIAMETER, 3" LONG SCALE AS NOTED DRAWN BY BEO DATE 07.01.2016 PROJECT NO. 1534 SECTION SHEET 4 GUARDRAIL AT VERTICAL LOG CLIMBER Elevation 5 GUARDRAIL AT VERTICAL LOG CLIMBER Elevation 6 HANDRAIL AT VERTICAL LOG CLIMBER Section L708 FULL 1. SANITARY YARD HYDRANT SHALL BE THE FREEZEFLOW STANDARD MODEL III 213XS BURIED CLEANOUT PER DETAIL 5/C102. FWAS24C 24" r_ ( X REPRESENTS BURY DEPTH, I.E. i! Dyi FLON �— 2134S -4'BURY) MANUFACTURED BY r— WELL CmfuL HOEPTNER PERFECTED PRODUCTS, DRINKING FOUNTAIN, SEE SPECS GILROY, CA e MIM 1 2. YARD HYDRANTS SHALL BE CERTIFIED TO - -�T ASSE 1057 SANITARY YARD HYDRANT O L SURFACE MOUNT, PER I STANDARD AND SHALL DRAIN INTO A INET w 2% 36,MIN A ' O TOP of cROLmD "" STAINLESS STEEL CANISTER LOCATED "•SLOPE! _ MANUFACTURERS RECOMMENDATIONS BELO_1_ 3. YARD HYDRANTS FROST THE HYDRANTSSHALL BE SUPPLIED 0 0 o THICKENED SLAB FOR SURFACE WITH A 1011 BACKFLOW PREVENTER, -- .,t•SRM %.,. MOUNTf-- WAGON WHEEL TURN HANDLE HOSE BIB F�s1 POROUS o 1e• um. i AND A PAIL HOOK. THE INLET OF THE FUER FABRIC o t PEDESTRIAN HYDRANT SHALL BE %FIP AND THE wRAP 0 a _i o v01 CONCRETE PAVING 4n OUTLET SHALL BE %HOSE THREAD. ITIf -1 SHALL HAVE A 1'SCHEDULE 40 _ Q 6'TYP A GALVANIZED RISER AND A SELF _ =r ADJUSTING SOLID BRASS OPERATING ROD s 6�ul"' THAT SEALS ON AN EASILY REPLACEABLE —i 0-RING. t"DIA,PERCOLATIONHOLE FWSP55(5)FLOW KNOCK OLTIS.° 4. ALL MOVING PARTS ARE TO BE K m� �zWELL94D224 CIA, _ REPLACEABLE FROM THE SURFACE WRAPPING THE I'LOW l Wens Ft OW AM BOTTOM. DRANWE WITHOUT THE NEED TO EXCAVATE FABRIC.-I = -- _ HYDRANT. CUM ODLIRSE C Ow DRAINAGE CO"RECrIl 5. YARD HYDRANT SHALL OPERATE ATA S4ND BAQ°%1 "CLES.UTILIZE FORNLETS RAND O�UILFIS NEEDED cG1STEa MINIMUM OPERATING PRESSURE OF 20 BQg 345 Cd PSI AND A MAX. OF 100 PSI. 1. ORYWEll AS MANUFACTURED BY NOS FLOW-WEU,OR APPROVED EQUAL- DRINKING QUALDRINKING FOUNTAIN Section 2 HOSE BIB Section 3 DRY WELL FOR DRINKING FOUNTAIN Section a o 1•.1'-0• NTS MS y� o eco E EDGE OF PLANTING AREA, • • • • SEE PLANS CENTER OF SHRUB, • • • GROUNDCOVER OR PLANT, TYP. x PLANT ROOTBALL CROWN 1" PLANT SPACING AREA PER PLANT ABOVE FINISH GRADE • • • • (FEET ON CENTER) (SQUARE FEET) t x/2• X SF ROOTBAK MULCH, TAPERED TO LL CROWN V. • 0.5' 0.215 i\\j\\ \\j\� Q 1.0' 0.860 w a /\\//\ TOPSOIL Q o_ 1.5' 1.935 m%j�/j ROOT BALL /%//� Z • • • • 2.0' 3.440 e o i\\j\\ \\\\ Z_ Q 2.5' 5.375 0�o /\// /�-SCARIFY SIDES AND BOTTOM p 3.0' 7.740 % /j\ //�//� OF PLANTING PIT Q Z) Q x 3.5' 10.535 w x %\\j/\� ///\//\//\//\//\ /\\j/\� 1.-- 0 t9 NOTE: 4.0' 13.760 s /\\/\ /\\/\\/\\/\\/ SUBGRADE, FOOT- TAMPED TO i\ \ \ \ \ \ \ \ i\/\ Z PLANT SPACING DIMENSION "X" SHALL BE 5.0' 21.500 PREVENT SETTLING AS NOTED ON PLANTING PLANS. DIMENSION 6.0' 30.960 4 FROM EDGES OF WALKS, CURBS, BUILDINGS, O O U ETC., SHALL BE "X/2", UNLESS OTHERWISE AREA 2x DIAMETER NOTED ON PLANS. NO. PLANTS = AREA PER PLANT OF ROOTRALL 2 a J w 4 PLANT SPACING Plan 5 SHRUB PLANTING J w NTS NTS m CONCRETE PAVING FINISH GRADE, LAWN BASALT ROCK COLUMN FINISH GRADE, PLANTING AREA VARIES PER PLAN \\ \\ \\ \\ 'Z,'`"Y`' •�y FINISH GRADE 100%CONSTRUCTION DOCUMENTS //� �//\ MULCH, SEE SPECS SITE DETAILS / 3/16"x$ STEEL HEADER WITH Y 10 CRUSHED ROCK PAVING INTESET TOP OFGSTAKE HEADER AT OFLUOSH: ° ��Oo 0 0�o WITH FINISH GRADE OF LAWN °a REVISIONS AGGREGATE BASE COURSE TOPSOIL, SEE SPECS r 7777 I—III- FILTER FABRIC I I H I I—II— COMPACTED SUBGRADE SCALE AS NOTED OO —III—III — DRAWN BY BEO DATE 07.01.2016 PROJECT NO. 1534 1=1 1=1 11=1 1=1 11=1 I— SHEET 6 NOT USED 7 METAL HEADER Section 8 CRUSHED ROCK PAVING Section L709 3••1'-0• 3•.1'-0• 2'-0"TYP 4 L710 PLANTING AREA, BACKFILL AMENDED TOPSOIL TOP OF WALL, SEE GRADING PLAN j\\/ E7ot PERMEABLE ASPHALT PAVING j\�/ BOULDER WALL, SEE SPECS STONE RUBBLE WALL, SEE SPECS 4" PLAY AREA DRAIN PIPE, 3MIN �Z J O Y4 10 CRUSHED ROCK SEE SPECS 6" �g BOO Pj PAVING, SEE SPECS 4-6" BASALT STONE, SEE SPECS Y4 10 SEE SPECS SHED ROCK PAVING, �_ _ I-I v0t ONCRETE PAVING /\ n t CONCRETE PAVING ' Op 8fOO WASHED DRAIN ROCK, SEE 6 vol COMPACTED AGGREGATE BASE SECS g°L WASHED DRAIN ROCK, SEE - _ T I- COURSE EXISTING PLANTING, SEE p°c SPECS III—III I rT COMPACTED SUBGRADE PLANTING PLAN COMPACTED AGGREGATE �- LD \\ app O u BASE COURSE —III I 1=1 I'I�COMPACTED SUBGRADE g• .75. HEIGHT,TYP 8" 18• `C" �4 1 BOULDER WALL Section 2 LOW RUBBLE WALL Section 3 PLAY AREA DRAINAGE OUTLET Plan Kr-o• r.r-oB NTS 0.°F %E 6R MAX SLOPE STORY W4TER FACIJ TY BLENDED SOIL tY�I O.M MIN SLOPE. FURNISH IWAORTW MMIED SOL FOR ALL VEOETAITD LPDA FACILITES CONFORMING"0 TME FOLL)MNO! 1 • GENERAL COAPOSININ-USE MATERIAL THAT IS ANY BAND OF LOAM'SOL,SAND.AND C ONFOST THAT IS JO-OS COIPOM(DY V0.WL)ARE MUM THE OTHE CRITERIA IN TSS SPEGFICATOI. _ • ma RLOVIRLNLNTS FOR UE BLLNDED MATERAU \• y ,y PMTTLE ORADAIDI-A SM ANALYSIS OF THE B.FNDM YATERAL INCLUDING COLPOS'.SHALL BE a` l'C S�� cwuK:nD N aNECRAIANCE MMI Asn_1/036,AASNTO T1•/II,ASTM E433/011A0,ON ASTM MIS ` THE ANAAYNS SEALL INCLUDE THE Fa'_ONNO WYE EKES 1 No.3/8 Plot,N,4P4 IN,/LD,/Eq H �l fL7A y /100.poo. THE QATYIIM OF THE BLEND SMALL EE7 TIE FOJAMNG(AIDA'ION CM-ER 1 5��SRDIIQMT PASSING I n FINISH GRADE, SEE GRADING PLAN ��•: :?'<^�3`, 6 10 40-100 t m }Jx 4" PLAY AREA DRAIN PIPE, SEE PLAN VIEW A no 5-w SPECS THE L BE SMAMIXED LOOSE AND FASLT BRUNCH iN'O SHALL REaS i SNAIL BC MULL OFW AND PIECES. INa15 \ / ROM SRR-EH GRACIE • 'T SHILL BE N fAA NDOD RE(E5.RAS1C AND OTHER FORENTI NATTER. •�L BOARD,ORlr muyp/KD iT SMALL NAPE NO N5111LE FREE MAZER. \ \ 4-6" BASALT STONE, SEE SPECS POCK OR GNAAEL Y MEC}DAY:S•-.S•DIAY.SMOOTH COMPOST Q Q Md-POLE.CEOTETRTIEW E I.00f 15-]0[CP AT 10 CPOST Sl1Al1 B aMKD ERW PIIWT,1ATER AL MO PENDviDEO BT A YFUB@ OF'NF NTray.Lz.YOP6 N EICESS OF CSEAL OF MING AW.MNCE(S'A)PROGRAM SEE WIAW.COMP05TINWOLNCLORG FOR A LIST(Y LOCAL / / / ' WASHED DRAIN ROCK, SEE Lys CL < (OOM,M�TTM as JUl tIR TE CDIPO.ST SMALL a FMC RESAT OF TE BDOGICAL DEGRADAPON ANJ 1RAISJRYATO/D PLANT-DERNM \ \ \\/� \ HIGH SPECS. NATERIA3 UnOER COIDITOIS DE51JED TO"WR AEROBIC DCOIPOSITON.TIE MATERIAL SWLL BE WELL / / Z Q 4 Lj GLTA_R 1M 3.FRU OF TABLE NEED SEEDS ANO LL,kH A,A REGMD N OVCL caSTY N ANO CARBON HALL \ �' ��\/\ \ Z I NEXLRADON. LO COL OW SLULL NAVE T VEIBLf.EIUS NAIW AW�I L.I. ,0 JUST MEN NAVO.10.it SHALL :Q NEXT TME FOILOMW RTTERIA,AS REPORTED er TIE U$C]MPOSTNO CONCL STA COMPOST SOW LII DATA sH[ET / / / / / / / / / TOPSOIL, SEE SPECS. Q :y 1 PROVOFD BY TME VEM60R. / / / / / / / / / / IDOR O F T FMATERIALNA7rB I ST PAW TAFTWA A III-AND 9.5 AIA �. �. �• /• /, /, /, /, 7 <H MF PM fY THF Yl1r P',A1 SiMI 9E.RfTMEN 6 YN.AND B.S YAL L J LL L ,yw "lY DIyOgMNL MEDRIY 1A101 �.L �E ;�;,^i� YANUFACTAED INTRT NATURAL(PLASM,CONCRCTC C RAMCS.METAL ETC.)SIALL BE LES THAN I."BYWUOHI J O A ' �` �, !T '{` • THE ORGANIC PARR CONTENT SHALL BE AN- . WO 701[(DRY MJGMI BASS). O m 1- N SaU0.E SAIF ARM S'SMALL BE AILN TNN SO YYMOQXMI LL~ YAIUi ISL HOCA 101 SHALL BE(DQAIW NMN 60E FOR QNMNAIiON IND NGOE. PROFILE VIEW STABIu'v DIAL.N'STABLE'O'YERY zTA)F. O U • CARBDT/N17R000N(C/N)RATIO SHALL BE;ESS THAN 25:1. N 1RALE PETALS 1 WsutT-"Am.' O NOTES Z ILCTION 1. CO(LECTDI AND:04K ANCF OF OVERRDM FROM MITER STRP SHALL Sr SPECIFIED ON PLANS TD CON Ili VAB J ll.l SIDRYMAT]I FAOF T_SOLD SOL J LL APFMOVEDRUELj DIUM CON\BE USED SYSTEM. PRLUDINGN E M:SILL-THE MATERIAL SHALL N CONVEYANCE FROM NO Au HE PI* T SI-E. NAlp1, PLAY AREA DRAINAGE OUTLET Section J. 01DMNG EDW)HALL BE U6[D lD AMe,D TME-OP IN IE THE FLTq F FLOW WII ANoG YEW 5¢DS MIL[AT TIE AND I.N TLAT. INE IND AT M.-1 A 51-C J. IN I SHALL&"A MINIMAILIV OF 5'MDC.MEASURED N TE JR_CROV OF FLOW. ME.l AND MNRR aro MDIR- OUSID G AND ENO SA IR IML AREAL INE NDI BE AL_ORO MEN ENL �N/�N t. ENTRE FILTER STNV' A1Y OMI0 HOOF IXVERAts BY APPROKD,NATIVE[BASSES,MIDFLCAER BLENDS, REAPER IS 700 NET ON 711E tl10UMD 6 FR03M CIE SAMA7[D AS OERMNE)BY 111E OWE% NTS W WP1RD COVERS,OR ANT C0Y9VA71DN liL'AEOF. FN_ACF ENTATT/F. 5. A GRADE BOARD,SPREADER.OR SAND/GRAWL TRENCH VAY BE PEOUIRED TO DIWERSE NE RJNOrF • UFT SHANT E TME.SOL-PLACE THE NWILUE N[DSC LIFTS,aft.NOT TO HOT ■'NOES EACH AND EACH UFT SHALL BE A: IAL. MM A MATER-LED CNClCAFN:BOLTER.DO 1101 O:MEPMSC LEORAMCALLv LEVELS ACROSSADE TME FILTER BE STRIP TO PA4D A PONT D'APPROPRIATE T MCNIDE TIE O DINE CDIPICI THE. TPIIST L LEVEL SPREADER SOL rF 11 F SLOR.AVD L PI AIPR(1%OATE HEIOR TO PRONDE NINT OW • TNINO OF RANT ILSTA.I.LTC) -DANIG THE SOIL IN NO AND AS INIMOLED.SOI,INSWIA PLANTS AS 50011 AS CI ORECrF. TO THE SOL Y BE CONCRETE SCOUR. LEVEL$DUAL JI SMA[;,NOT TOLD A PCR LEVE WAD (E POSSTEROSKLL AFTER RACING AND GRADING TME SOL .MEASU TO MNNJE GRED U AMC EARNER(ALiACTON. BANDIT.ILLIED DIS MAY BE RUSHIMPER LPE DUAL(ISO.7RFN(HES VELD AS LEVO SPREADER$ MEASURES COMA([LI 1EIE•ORKY OiDSiON(ON1R0.MEASURES ARE RCOJIR[0 UNTIL POMA�OIT STA9UJATKH CAN BF FLED MTH E PLA C ACCO ROCK,PEA CUT. S BAND MOTE.ES ARE THLCTONAL 6. A.Ea DAMS O$HA-IE OF AIL . TO FA(EJT/OESMi.OTEERMSE' MOTE. OF M!INSTALLED CE -M ILL CAIS RIE PROTECT EMPOR INSTALLED MT1:16AL BION FOOT OR M A ELL4 TO THE 14Y A OF lL PE Ee KEEP TRADE AND$[MENU M'FA RJNNOIF IV THE AREk LA FD1o1G OR WALKWAYS AS TIFEDID 10 B.PLACED EVERY 10'MIERE SLOPE OIfL"75 Si E.S TO Y DEEP. NEEP•ALS AN.PFDESTRANS MCD MON T r(fO'TH THE IDEA LAW ND(JICWSIAMCEf 9101AD MA1[R ALS AND EILNENT DE$T(PRED ON Td'fX THE IMSTALLATW AREA. VEGETATED FILTER STRIP [IDA BLENDED SOIL LIDA SPECIFICATION FOR HANDBOOK C7eanWJerServices HANDBOOK C]eanVlFAmei Se, VEGETATED LID A FACILITIES -v�C ✓1-�{ �) p, �J 100%CONSTRUCTK)NC)OCUMENTS -T� ORAMING NO.796 IMA OS-16 DRAVMNG NO.798 SITE DETAILS A. 5 LIDA: VEGETATED FILTER STRIP Section 6 LIDA: VEGETATED FILTER STRIP Section REVISIONS NTS NTS SCALE AS NOTED DRAWN BY BED DATE 07.01.2016 PROJECT NO. 1534 SHEET L710 REVISIONS REV. I DESCRIPTIONDATE APPROVED g ADDED SS RmF HORIZONTAL AND VERTICAL ROOF ® B BEAMS,SIDE KNEE BRACE,REM OVERALL HEIGHT 3/23/2016 HY TO 15 FT. PROJECT. TIGARD LOCATION: PORTLAND, OR k2at = BUILDING TYPE: VLG 20X20 a ROOF TYPE: STANDING SEAM OVER T 6 G " BUILDING NUMBER: 13489 ORDER NUMBER: 56569 DRAWING LIST: SHEET NUMBERAVING DESCRIPTION m 31 CS JASE VER SHEET I CHITECTURAL ELEVATIONS 2 RUCTURAL FRAMING PLAN 3 LUMN LAYOUT 4 PLATE STYLES 5 ECTRICAL ACCESS AND CUTOUTS PRCRR IiT-WPROAD FABRICATOR yap-taro R DIN:wla.IMS srR¢rue ws asmo m nL Kupu is lmueo If 441"w-ppc SOCIETY CITY a Los Afnls,a APPROVES FABRICATOR 015R6 oEr S RPU T V MT a SMJN ON TME WUKIrs PLLMO aRTrE1 xiaRs AIM m(a l0 m E uasi F 8 m W CITY W RTKRSIX CA APPRMI FABRMATNR ISP16AIM Pun W MATTER IF ANYTHIG ELSE 5 m E ATTACHED m TIVS AVS nJ CR W AS EOOEB CITY W NA.OIOL tp APPIDKO fARlGimt NT SWM(VALLS C tSM VUIPS Wlpp[G,$$,,ETU SII M RNtlf[OAlif,NV APPWKO fA1RIGTIR 126A ESDI a IMS SYMGTUC GNI a RAXD ETC) POSSIBLY PARTS WA MAY C UYRAap pE m STANDAR.[® STATE ff n".IRPAlIVE➢fAWGi02 12008-N EV1S4 f�� RE ER ED 11E XPPW RRL IF mf[ ALS FOR WWRRmm�7[[��rrEE�$ UEFSS ADIED ONIONY iH5 STRIGIII(VAS[ISMSo w MINTY QRTTMAE a CDKI(IGf ID 13-63J& ASSEXI A A YPNAIdI[TYIIX NII ADJACENT$IRICIIK FOR PIER fE111RSTALLAiOII a M IIROpG n 6 PCI OWER COATING MIMED Amo CERTMED KIX NI UK MDO IWN TO ER WATER TNW rE CAV RUDIENEI TNAT THE PRIMARY FRNE INSrALLFR NOM o ICDA a FIS STRaTLIE■TIMI SEPARATION CIS ND BEST, R�047AlllR MK A AINIro.M FM l5)YEARS IWOMTO S T P!! PI1W NATE CDNTACTED SO IE RESIGN a THIS STRUCTURE EXPERIENCE 00,A LN6 TIES,PE W ASCI. t,E EVBVED A"POSSIILY REVISED, � o i� FOR PROPERKNOC Flan pinNUTD CI THE MUSLIMfQJ ff1 n a NOT FOR CONSTRUCTION ST RAL s m RMLL E aTAam u1Rlu Ep,ANp WEc Ep ECGNCNEp T Mr ELI[RM n R E0 uRER,E""I SOEDUE PW[ 0.57 1ERAa D IN ACCwwa WH THE LATEST EOITiUI O THE WRICAN THUGH INE SIRLCTURAL IENIERS TIE K DK R MCT USE FlD2 PRELIMINARY PATLIGME A519 cap FUNEp A519«,RAO[SD INSTITUTE a STEEL CITRLCTIGI WSC)SPECIFICATION NA AL EECTEa .Y PLANNING AND ESTIMATING SST TLRALAPANELSSTEEL PLATE R k% C S ONLY y NY a Z o _ yah s Q Z SFa:moi C. 0Q i � 7 � 2 � L J LL � a > >0 >a� m U mxIa o e I LL 2 P D - m TOP VIEW ISOMETRIC VIEW 100%CONSTRUCTION DOCUMENTS PRELIMINARY PICNIC SHELTER DETAILS 31 12 �6 REVISIONS 1 UPDER 115 1 imER UTAVE IDt1204T&LAMINATED EAVE AN W J SCALE AS NOTED DRAWN BY BEC) DATE 07.01.2016 PROJECT NO. 1534 STEP!! BASEDNfi ENG NE J SHEET NOT FOR CONSTRUCTION FRDNT VIEV REQUIIIREMiENTS.S..I EKING SIDE VIEW ^' PLANINGR AND PRELIMINARY l L71 1 IN $ o � g TOP VIEW ISOMETRIC V[EV 76 Z 11 i FINISH GRADE. o J STOP!! MOUNTING VARIES O0 NOT FOR CONSTRUCTION BASED ON ENG NEERING —na, FRONT VIEV REQUIREMENTS. ID VIEW �[ USE FOR PRELIMINARY �I PLANNING AND ESTIMATING 2 ONLY Q Y CL a Is Z< � o J m Q 01 o U Lu G z J LL m 192 100%CONSTRUCTION DOCUMENTS PRELIMINARY PICNIC SHELTER DETAILS REVISIONS t9z SCALE AS NOTED g DRAWN BY BEO DATE 07.01.2016 c ¢ PROJECT NO. isu STEP!! SHEET NOT FOR CONSTRUCTION ,a USE FOR PRELIMINARY 3 L 712 PLANNING ONLY ESTIMATING CUSTOMER MAY SUGGEST PREFERRED BASE PLATE STYLE. ENGINEERINGATF WHEN ENGINEERING THE STRUCTURE. L w TW OF CONCRETE SLAB E o a (DES IMGONTLBIM'APR1� ANCHOR BOLT lih • e - ^P' (OPTIONAL) TOP ff @[RETE FOUNDATION ACCESS (DESIGMN BY I. OATCOALS NOT B7 POLIC&D TOP ff COCRETC SLAB ANGIO(-IS (DESIGN B MAT[[RIALS $ NOT BY(PR�) TOP O CONCRETE FOUNDATION(DESIGN BY PRIGOD(ATERIALS MDT BY POIEOD J p - C m ELECTRICAL ACCESS(OPTIONAL) C; c pRE Ns (MIT BT�PC JG30 PINNED BASE Y ~ DIRECT BURY TOP TESLAB (DESIGN NOT BY PEEIGOD ELECTRICAL ACCESS(UPTIONAU (OPTIOAU TOP OF CONCRETE FOINMTION TOP OF CONCRETE SLAB (DESIGN B7 PRIGOD ANCHOR DOLTS UTATERIALS NOT IT POLIG30 (DESIGN B MATERIALS ' MOT BY POIGDMO TOP OF CONCRETE FONMTION (OPTIONK) (DESlf�x BT POIGON) <g DATE MALS MOT BT P(LIGOD NNCMG(BOLTS NON-SWIN(GROUT ELECTRICAL ACCESS(OPTIONAL) SIRIN(GROUT FIXE ASE F ND BA (WITH AB) IVITHOUT SLAB) NOTES- L THE REQUIRED BASE PLATE STYLE IS A FUNCTION OF Tit PROJECT SPECIFIC ENGINEERING REQUIREMENTS. Z ENGINEERING WILL DETERMINE THE REQUIRED BSC PLATE STYLE BECAUSC IT CAN DRAMATICALLY AFFECT a THE STRUCTURE'S DESIGN AND PERFORMACE. 3 WE UNDERSTAND THE BASE PLATE STYLE CAN IMPACT THE CONSTRUCTION SEQUENCE(]E.THE TIMING OF o TIE SLAB INSTALLATION)SO PLEASE USE THE FOLLOWING INFORMATION AS A GENERAL GBDE- S T a n PINNED BASE PLATES ARE PROVIDED ON TME MAJORITY O STRUCTURES r I I FIXED BASC RATES ARE TYPICALLY OET REWIRED IN HIGH SEISMIC REGIONS,ON SOME NOT FOR CONSTRUCTION LARGE STRUCTURES O POW SD FT AND OB CANTILEVERED SWIMS. o (. CFOMMUDCARO,jEC X lS%ll.UUE BASEWHEN PLACINOAB,ORFOUNDATION ING OR QU REMENTS,PLEASE ¢ USE FOR PRELIMINARY P. PLANNING D ESTIMATING 4 Q � d ELECTRICAL ACCESS AND CUTOUTS Z a z� age 0() WHATIS ELECTRICAL ACCESS? a -I/ IDED THROUGH COLUMN BASEPLATE. y B Z 0 3/4.0 HOLES ARE PROVIDED THROUGH CONNECTION PLATES TO ALLOW WIRE O ACCESS UP INTO COMPRESSION TUBE/RING OR RIDGE BEAN. ELECTRICAL ACCESS INTO ADDITIONAL MEMBERS IS AVAILABLE UPON REQUEST. g� O LL~ VHAT ARE ELECTRICAL CUTOUTS? COMPRESSION . r O U AR CUTOUTS IN MEMBERS REQUIRED FOR OR RRDGE/BEAN UPPER TRUSS zaL 2 Nn INSTALLATION OF ELECTRICAL FIXTURES OR VIRE ACCESS. p ALL CUTOUT REQUESTS MUST BE REVIEWED BY OUR ENGINEERING DEPARTMENT g€p Z (THEIR PLACEMENT NAY AFFECT STRUCTURAL INTEGRITY). J w POLIGON IS NOT RESPONSIBLE FOR UNAUTHORIZED CUTOUTS MADE IN THE FIELD, ER TRUSS UNAUTHORIZED ELECTRICAL CUTOUTS MADE IN THE FIELD WILL VOID THE TAIL TO ENSURE WARRANTY. MOUNTING OF AN ELECTRICAL FIXTURE,ROUND COLUMNS UPPER PURLIN - VILL BE EQUIPPED WITH A WELDED IN ENCLOSURE THAT ACCOMMODATES A - STANDARD 1UL LISTED BOX CLERESTORY MEMBER JUNCTURE COLUMN COMPRESSION MM T N RING/TUBE IP THE SUBMITTAL DRAWINGS TO D2 RIDGE BEAM OVER TRUSS ACCURATELY LO4NUNICATE CUTOUTS WITH EXACT DIMENSIONS)AND LDCATION(S). IF THE SUBMITTAL SET IS NOT AVAILABLE,MARK UP THE SKETCHES ON THIS SHEET TRUSS SHOVING CUTOUTS WITH EXACT DIMENSIONS)AND LOCATION(S). CUTOUT SIZE MUST BE COMMUNICATED AT TIME OF ORDER TRUSS TAIL LOWER INDICATE ON WHICH SIDE OF MEMBER THE CUTOUT IS TO BE LOCATED. TRUSS TAIL IF NOT SPECIFIED TO THE BOTTOM,CENTER,OR TOP OF CUTOUT,DIMENSION WILL LOVER PIURLIN BE TAKEN TO THE BOTTOM OF TIE CUTOUT. PURLIN VHER CAN MEA. ?LILY LOCATED IB'ABOVE GRADE ON THE INSIDE TENSION MEMBER .0 100%CONSTRUCTION DOCUMENTS FACE OF THE COLUMN. — LIGHT SWITCH CUTOUTS ARE TYPICALLY LOCATED 48'ABOVE GRADE ON THE TENSION MEMBER $ aa PRELIMINARY PICNIC SHELTER M INSIDE FACE OF THE COLL pT DETAILS ALL CUTOUTS ARE TYPICALLY AT LEAST 12'FROM ANY STRUCTURAL JOINTS. TYPICAL �+ ALL CUTOUTS ARE TYPICALLY CENTERED ON THE MEMBER WALL(ROT CLOSE TO -TYPICAL VIRE <3' THE CORNERS). VIRE RUN CONTACT LOCAL POLIGON REPRESENTATIVE WITH ANY ADDITIONAL QUESTIONS. CUTOUTS CAN BE LOCATED THROUGH COVER PLATES. COLUMN I COLUMN REVISIONS 2 3/8'�-I F� 1-I/D'� cn A 1-1/16' B 3/A RASE PLATE BE BASE PLATE SCALE NOTED BASE PLATI-16 DRAWN BY BED a TYPICAL VIRE RUNS ' DATE 07.012016 PROJECT NO. 1534 SINGLE GANG DOUBLE GANG ELECTRICAL SHEET CUTOUT CUTOUT HOLES ° W TYPICAL ELECTRICAL CUTOUTS 5 J L713 PRIVATE WATERLINE NOTES 1. WATERLINE FAOU71ES BEHIND THE METER OR BACKFLOW - g I / PREVENTOR ARE PRIVATE IMPROVEMENTS. A CITY OF r TIGARD TER INE PIING PERMIT IS REQUIRED. 2. WATERLINE PIPE SHALL MEET THE REQUIREMENTS OF THE • R 2014 OREGON STATE PLUMBING SPECIALTY CODE. I I 3. BACKFLOW DEVICE IS REQUIRED ON THE DOMESTIC c l� 1,• - I I WATER SUPPLY UNE. THE DOMESTIC SYSTEM BACKFLOW PREVENTOR SHALL BE A DOUBLE CHECK VALVE ON THE ` OREGON STATE HEALTH DIVISION 'APPROVED BACKFLOW PREVENTION DEVICES'UST AND ACCEPTABLE TO THE e m 1 CITY OF TIGARD BUILDING DEPARTMENT AND THE TIGARD b WATER DISTRICT. 4. WATERLINE AND APPURTENANCES ARE TO CONFORM TO s MATERIALS,INSTALLATION AND TESTING REQUIREMENTS e 8 I' I OF THE 2014 OREGON STATE PLUMBING SPECIALTY CODE, c 1 THE CITY OF TIGARD BUILDING DEPARTMENT AND THE 3 OREGON HEALTH DIVISION ADMINISTRATIVE RULES, CHAPTER 333. D 20' 40' S. TRENCH BACKFILL IN PAVED AREAS SHALL BE GRANULAR BACKFILL AND SHALL BE COMPACTED TO 95% MAXIMUM I 6. SAWCUT PAVEMENT AS NECESSARY FOR PLACEMENT OF GRAPHIC SCALE 1'-20' I - ; , I i ( ' WATERLINE PER CITY OF TIGARD STANDARDS. 1 7. FOR BULL MOUNTAIN PARK ACCESS, MATCH EXISTING PAVEMENT AND ROC(SECTIONS WHERE UTILITY TRENCHING IS REQUIRED. S. CONTRACTOR TO REQUEST UTILITY LOCATES OEXISTING GS AND ELECTRICAL S DOSTI G LOCATIONS ARE NOT 1 ' t KNOWN. ADJUST PROPOSED WATERLINE AS MAY BE � ✓ \� L NECESSARY IN ORDER TO AVOID CONFLICTS ATTENTION EXCAVATORS OREGON LAW REOUIRES YOU TO FOLLOW RULES ADOPTED BY THE OREGON UTIUTY NOTIFICATION CENTER. THOSE RULES ARE SET FORTH IN OAR 952-001-0010 THROUGH OAR 952-001-0090. YOU MAY OBTAIN COPIES OF THESE RULES FROM THE CENTER BY CALLING 503-232-1987. IF YOU HAVE ANY QUESTONS ABOUT THE RULES, YOU MAY CONTACT THE CENTER. YOU MUST NOTIFY THE CENTER AT LEAST TWO BUSINESS DAYS. BEFORE COMMENCING AN EXCAVATION. CALL 503-248-8899. I R OSE DRINKING i POPD 1 FOUNTAIN LOCATION \ 1 Y i I 1 , Q tY ' I I CL z ! I o� m 1 L PROPOSED 7" I ' I WATER SERVICE L - 147}98' J t ` 1 � • PROPOSED 1" WATER SERVICE \ \ I 1 1 1 � L - 49.81' \ 1 1 � t 1 � I • PROPOSED HOSE \ :j/ )I I 100%CONSTRUCTION DOCUMENTS I PROPOSED BACKFLOW / BIB LOCATION WATERLINE PLAN PREVENTOR DEVICE / HYDRANT FIRE ISUL ENGINEERING / 876 PORTLAND AVENUE GLADSTONE, OREGON 97027 (508) 867-0188 REVISIONS EXISTING HOSE BIB AT I � 28 METER TO BE REMOVED I - NOTE: �.1 SCALE AS NOTED PAVEMENT REMOVAL AND TRENCH AND J,J DRAWN BY BEO PAVEMENT z TO WATERLINESTORATIION IMPROVEM IMPROVEMENTS.INCIDENTAL EXISTING 1" WATER DATE 67.0I.2016 SERVICE TO BE REPLACED PROJECT NO. 1536 WITH 5/8" WATER SERVICE I ; EfPIR S: 8/30/18 BY CITY OF TIGARD I y SHEET c l oo