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Permit CITY OF TIGARD PLUMBING PERMIT • - COMMUNITY DEVELOPMENT Permit#: PLM2013 00336 T E'>~'ARb 13125 SW Hall Blvd.,Tigard OR 97223 503.718.2439 Date Issued: 10/21/2014 Parcel: 2S112AB02000 Jurisdiction: Tigard Site address: 14344 SW MILTON CT Project: Bonita Water Pump Station Subdivision: BONITA INDUSTRIAL PARK Lot: 2 Project Description: Site utilities for new water pump station • 'Contractor: RELIANT PLUMBING&MECHANICAL Owner: CITY OF TIGARD 11575 SW PACIFIC HWY SUITE 219 13125 SW HALL BLVD TIGARD, OR 97223 TIGARD, OR 97223 PHONE: 503-639-4171 HONE: 503-246-1201 FAX: 503-246-1205 FEES Quantity Description Date Amount 1 ea Catch Basin or Area Drain 05/28/2014 $18.76 Specifics: 1 ea Manholes 05/28/2014 $18.76 80 If Sewer Service 05/28/2014 $62.54 Type of Use: COM 50 If Storm and Rain Drain 05/28/2014 $62.54 Class of Work: NEW 100 If Water Service 05/28/2014 $62.54 Type of Const: 1 ea Backflow Preventer 05/28/2014 $31.27 Occupancy Grp: 1 ea Ejectors/Sump 05/28/2014 $25.02 Stories: 1 ea Roof Drain(Commercial) 05/28/2014 $12.51 1 ea Sink 05/28/2014 $25.02 1 ea Water Heater 05/28/2014 $37.52 1 12%State Surcharge- 05/28/2014 $42.78 Plumbing Total $399.26 Required Items and Reports(Conditions) This permit is issued subject to the regulations contained in the Tigard Municipal Code, State of OR. Specialty Codes and all other applicable law. All work will be done in accordance with approved plans. This permit will expire if work is not started within 180 days of issuance, or if work is suspended for more the 180 days. ATTENTION: Oregon law requires you to follow the rules adopted by the Oregon Utility Noti _ -nter. Those rules are set forth in OAR 952-001-0010 through OAR 952-001-0090. You may obtain a copy of the rules or d• - questions to O C . c.uin• 503.232.1987 or 1.800.332.2344. ssued By: + / Permittee Signature: =' Call 503.639.4175 by 7:00 a.m.for the next available inspection date. This permit card shall be kept in a conspicuous place on the job site until completion of the project. Approved plans are required on the job site at the time of each inspection. I Plumbing Permit Applicatij i Site Utilities SEP 2 4 2013 FOR OFFICE USE ONLY City of Tigard (�fl[y Received �J /J v� Permit No.: 2 �/� / r � (171911 Date/By: 9 OI i 1 Lr /U�/5'6,"3 354/, 'I 13125 SW Hall Blvd.,Tigard,OR CIT3t OF TI Plan Review 2 Phone: 503.718.2439 Fax: 50 Other Permit No.: Inspection Line: 503.639.4175 LNVn( NIO 1 �' Date/By: T 1 G A R D Date Ready/By: 6-/i,//402,240 luris: fZi See Page 2 for Internet: www.tigard-or.gov Notified/Method „hi y�l Supplemental Information ��, TYPE OF WORK / l a et.. AA.L�. ! FEE* SCHEDULE `S Iew construction 0 Demolition For special information use checklist. ' Description I Qty. I Ea. I Total ❑Addition/alteration/replacement ❑Other: New 1-2-family dwellings(includes 100 ft.for each utility connection) , CATEGORY OF CONSTRUCTION SFR(1)bath 312.70 ❑ 1-and 2-family dwelling ❑Commercial/industrial SFR(2)bath 437.78 SFR(3)bath 500.32 ❑Accessory building ❑Multi-family 1 Each additional bath/kitchen 25.02 ❑Master builder [ they: w k/ `z U'01_, I t 1_j Fire sprinkler( sq.ft.) Page 2 t� JOB SITE INFORMATION AND LOCATION Site utilities: A. Job site address: jj L t t ` (.2„,_,„ Catch basin or area drain 1 18.76 j% :7 G� 1� Ste ' / Le.,,,, Drywell,leach line,or trench drain 18.76 City/State/ZIP: I c_1 or� O� -7 . Footing drain(no.linear ft.: ) Page 2 � � Suite/bldg./apt.no.: I Project name: L P iz.--'1- y� , lJ v�� u-- Manufactured home utilities 50.03 Cross street/directions to job site: ( rQ`*�v c( J Manholes I 18.76 .7L 17) 'c / t' / �J'. Rain drain connector !) 18.76 / , I / (�� Sanitary sewer(no.linear ft.:(e0) Page 2 0 i i-' Storm sewer(no.linear ft.:SO ) Page 2 6.2, C.1 C. Water service(no.linear ft.:i Page 2 12. S-. Subdivision: Lot no.: Fixture or item: Tax map/parcel no.: f Backflow preventer 31.27 3) J r� 1 � S )1,� �lY� b �,cDc�c5 DESCRIPTION OF WORK Backwater valve 12.51 1 Clothes washer 25.02 ex �j cif ■ h f C,� 2�"e"�f � v�t�� Dishwasher 25.02 J S fe- __4- U„ - c ; - /v.-,�l/a t)e 1-+ e,-. 1-r Drinking fountain 25.02 �� Ejectors/sump 25.02 :2.C, U2 'cr i� PROPERTY OWNER / ❑ TENANT Expansion tank 12.51 Name: Fixture/sewer cap 25.02 t / c SG r Floor drain/floor sink/hub 25.02 Address: 1. S Sr, J /• 1 / I �� /AL cJ Garbage disposal 25.02 City/State/ZIP: f i,J �� O :., / Hose bib 25.02 Phone:( . ) -7/ - 2 5 9 g Fax:( ) Ice maker 12.51 -.Q ❑ APPLICANT i ❑ CONTACT PERSON Interceptor/grease trap 25.02 Business name: Medical gas(value:$ ) Page 2 t '„C'`'/CJ Primer 12.51 Contact name: c...L J C,^ S h Roof drain(commercial) 12.5 l S Address: /t,6C l( C�1 1C /,4 c. i )2),c) Sink/basin/lavatory 25.02 �' Oz City/State/ZIP: �., i Solar units y trx Il r �c 4, r 0� p G 7C S (potable water) 62.54 Phone:(��) is , 6r� Fax: :( ) Tub/shower/shower pan 12.51 E-mail: ( Urinal 25.02 tn..�� �`( �c. 1 v "Q v cD� Water closet 25.02 �a CONTAAC OR� } Water heater I 37.52 37 4)` Business name: eL 4-lV� Cru t,-01 'f Water piping/DWV 56.29 // Address: Other: 25.02 City/State/ZIP: Subtotal 3544, Li S Phone:( ) Fax:( ) Minimum permit fee: $72.50 Plan review (25%of permit fee) Cq��g����/- CCB Lic.: tl�ll�i Plumbing Li 9no.: ,igu 7 State surcharge(12%of permit fee) [gZ '� Authorized signature: /� 0 0 g f�//IG TOTAL PERMIT FEE Qi ti ,( Dates C This permit application expires if a permit is not obtained within 180 Print name: A-Y i A4 A-4-t.,1 c-ill - c C r. e? ",.ZG/.3 after it has been accepted as complete. *Fee methodology set by Tri-County Building Industry SSegerrvvii‘ I:\Building\Permits\PLMU-PermitApp.doc 10/01/09 440-4616T(1 0/02/COM/WEB) 71''' Plumbing Permit Application - City of Tigard ' Page 2 - Supplemental Information Fee Schedule: Residential Fire Suppression Systems: Site Utilities Qty. Fee(ea) Total Square Footage: Permit Fee: Footing drain-151 100' 50.03 0 to 2,000 $121.90 Footing drain-each additional 100' 37.52 2,001 to 3,600 $169.69 3,601 to 7,200 $233.20 Sewer-1st 100' 62.54 7,201 and greater $327.54 Sewer-each additional 100' 37.52 Water Service-1st 100' 62.54 Medical Gas Systems: Water Service-each additional 100' 37.52 Valuation: Permit Fee: Storm&Rain Drain-1st 100' 62.54 $1.00 to$5,000.00 Minimum fee$72.50 Storm&Rain Drain-each additional 100' 37.52 $5,001.00 to$10,000.00 $72.50 for the first$5,000.00 and$1.52 for Other Inspections or Fees Qty. Fee(ea) Total each additional$100.00 or fraction thereof,to and including$10,000.00. Inspection of existing plumbing or for $10,001.00 to$25,000.00 $148.50 for the first$10,000.00 and$1.54 for which no fee is specifically indicated 90.00/hr each additional$100.00 or fraction thereof,to (minimum charge-1/2 hour) and including$25,000.00. Inspections outside of normal business 90.00/hr $25,001.00 to$50,000.00 $379.50 for the first$25,000.00 and$1.45 for hours(minimum charge-2 hours) each additional$100.00 or fraction thereof,to Reinspection Fees 90.00/hr and including$50,000.00. Additional plan review for revisions 90.00/hr $50,001.00 and up $742.00 for the first$50,000.00 and$1.20 for (minimum charge-1/2 hour) each additional$100.00 or fraction thereof. Subtotal: Commercial Fixture Work: Are you capping,adding or replacing fixtures? If"yes", please indicate work performed by fixture. Failure to accurately report fixtures could result in increased sewer fees*. Quantity by Fixture Type Plan Review for Plumbing Installations Fixture Type for Replace/ Work Performed: Capped Added Relocate Plan review is required for any of the following. Baptistry/Font Please check all that apply. Bath Tub/Shower ❑ Any new commercial building with water service 2"and -Jacuzzi/Whirlpool greater,except systems designed and stamped by licensed Car Wash -Each Stall engineer. -Drive Thru ❑ New exterior plumbing site utilities for any complex structure Cuspidor/Water Aspirator as defined in OAR918-780-0040. Dishwasher -Commercial ❑ Medical gas and vacuum systems for health care facilities. -Domestic ❑ Any multipurpose fire sprinkler system. Drinking Fountain ❑ Any complex structure as defined in OAR918-780-0040. Eye Wash Floor Drain/sink -2" Submit 2 sets of plans with any of the above. -3" 4" Isometric or Riser Diagram Car Wash Drain Garbage Domestic-non-food ❑ Isometric or riser diagram is required for new buildings Disposal -Domestic-food related that meet the qualifications above. -Commercial-food related -Industrial-food related Ice Mach./Refrig.Drains Oil Separator(Gas Station) Comments regarding fixture work: Rec.Vehicle Dump Station Shower -Gang -Stall Sink/Lav -Non-food related -Bradley -Commercial-food related -Service Swimming Pool Filter *Note: If the fixture work under this permit results in an Washer-Clothes 6 Water Extractor increase of sewer EDUs,a sewer permit will be issued and Water Closet-Toilet fees assessed for the sewer increase must be paid before the Urinal plumbing permit can be issued. Other Fixtures: :\Building\Permits\PLMU-PermitApp.doc 2 t ' Site Utilities — Plumbing Permit Application Plan Submittal Requirements TIGARD- A plumbing permit for site utility plumbing work is required for sanitary sewer, storm sewer and potable water systems on private property. 1. SITE PLAN and vicinity map showing the geographic location (fully dimensional, drawn to scale) labeled with: A. ❑ map & tax lot# ❑ project name ❑ site address ❑ suite number ❑ zoning ❑ applicant name ❑ phone number B. North arrow. C. Scale (architectural or engineering only). D. Street names. E. Building pads with project location. 2. PLUMBING PLANS -Two (2) complete sets, civil only. All details listed below shall be incorporated into the plumbing plans: A. Storm drainage plan showing: 1) Finish elevations throughout the developed site. 2) Grade breaks determining area serving each catch basin. 3) Location of catch basins. 4) Pipe size. 5) Type of material. 6) Slope of piping. 7) Manholes and field drains. 8) Cleanouts provided for each 100 feet or fraction thereof. 9) Roof drain laterals specifying cleanouts at each upper terminal. 10) Location of existing or proposed connection to a public sewer line. B. Utilities plan showing: 1) Sanitary sewer line location, pipe size, type of material, slope of piping, manholes and cleanouts provided as required for storm. 2) Size and location of domestic water piping and drainage. 3) Proposed location of connection to a public water or sanitary sewer line. 1:\Building\Permits\PLMF-PermitApp.doc 12/30/05 r !II . 4 GENERAL NOTES: I m ie __. ----_._�.- .. ---'- _ _ INFORMATION. .._ _ -._.. SEE DWG C2 F L) SF I n _ _ `J 2. SEE DWG C6 FOR ADDITIONAL PIPING 1 IW'' 1. FOR STORM DRAIN INFORMA yl r. _ -_ - _- !' -�- _-_ - -_- _.___ _.-..-, .__�.__-- ____ - __ 1.:... - ' ,R CI�'N R IL INFORMATION. I?7, •:r, o 0' SETBACK __ � )( 7N, $ , - - - - 1('1 c 3. INFORMATION. DWG t -` --:__ _I 4xn_ _ ___ _'-i _ ..__ \\\\ \''\`\ \•i4\\'� \'-'''''-'-----\ _ \'\ -•_-1____ ORMATION. R VEGETATED CORRIDOR \ F 90!:0,1_- \. �r 0 ,. I UTILITY A\ 1\\\\\A\. i\ F,�\�; \\ , \\ \ \\\_-\\ - YARD . \\\ '\ \ 't ' \f7, I\ ?\ \\ �\\� �' i_ ' \ \ \ KEYNOTES EXISTING\ I A \\\\\,A O V\\ V A \A \\ ____ - -�..�_ O7 0 CURB AND GUTTER ._.� I, -7' (TYP.) 79 \\ •Ii i �\ _ ��.-,. �,- __ ALONG ENTIRE FRONTAGE, SEE DWG G7. b ' ;' _ _ r' -A� A ,\\ A v V - _ �_. - _ _ CONSTRUCT CURB AND GUTTER IN SAME \\ i \ \,\ ��'�-' LOCATION PER CITY OF TIGARD STANDARD \, IIII - ®(5 @ 6' O.C.) I \ \ \\ 't\-•. ,..•' \ \\-riS\L.It f•41 T - _ � DETAIL 126.126. GUTTER ON ADEKTONMATCH• (9' FROM PT. I)0 4 h ^'�!• \\\• \ \\\\I \\�' \' ',;, \\.� \\- \, GENERATOR .. 7[a_.,, \\\ \ \ \ 1\\', \ ` \ \ \\ \\\ \\ __/ A-(_._. PROPOSED FINISHED WATER PIPE PROJECT. r'� Ft-- -aim' _ ,\.:.. \ \ ; \\ \� \ \ - ¢ (2' FROM PT. 7) f ''�1.,^�.:;'` ... p �. ,. '� \7n,'- �cY'tq t\\-\,i\ \, \;\\ \ \ .\•\ _ _`t\ \\\\ ci'•'- / 2 CONSTRUCT 5' WIDE CONCRETE SIDEWALK I o I '\� , :.J `;};r.„t t�L\\( \ \ \ - --"'��Tt?T P � \.\-\\\'-\\''\\\s\\\\1\\\\'\\''' \\\ \\ - I O ADJACENT TO CURB 0 __ t.�-�_s1iv.. A v \ 'v' V' V v V 't._ v i�A V r V A NV A v A V - / r PER CITY OF TIGARD .I 1 �� v \ ,A v AV V. V v \ A AV A\A\A -A \\\\\v A,\v\\V\V \\\� A A\A / STANDARD DETAIL 120. J 1 A V �'V-1: A A A \ A v 3 INSTALL SPLIT RAIL FENCE (VINYL -_ Ik I, ";Li II) (2 @ 1�5�O. 15 �� :---a,A\ \ V,A V v vA 'A '(;1, b\fin \ v \ \'� _ O _ ,7r� I \ �' V \ e ) L E, DWG C4. 9 'J \ �` \' \` \`'' \ \ 2-RAIL PER DETAIL ' ,�_ 6"` CFI \ \ \\ \ \� '\' t\ .\, r..;-y 4 :T ii I :-.•,'�'1 O 0(FLUSH) O .�. S,: Y �,`\ \,\\\ \' \ \ \� ,\\.-\',\..\� \\ ,\\ '1 / . 4 Q �1 r, I-k l- �,',„.1',, ,,?,".., 5"�-°I vV A',' \ \ v A A\\\\:::\:\\'\--1::7,\\I:\\\''',‘\\-'\\:.\\-.,\' A \V \ \ /, O ABANDONED SANITARY FORCE MAIN TO h I 1 75 (5 @ 6' O.C.)� 22 -n`;.,,}i�f� Slj, ' \\'‘\\ A V v v �:E.,� \ VAAA V\ V \ V . �� - ,,', REMAIN IN PLACE. IF ENCOUNTERED, L. 3 � ;�.:;':� CONTRACTOR TO CUT AND CAP ENDS AS _. _ I J V A V \ V A\\\\-2:\':Y �\ �� \\V \, p'� NECESSARY FOR INSTALLATION OF SITE LI upe^ - !. i Y r �I _ ;; > _' V A A A \A :A,A A, v v '�V V \ \ A\ \ 0P "A/ © �t1'v FEATURES AND PIPES. SEE DETAIL B, V��r•- v z7 `:� ,.;' v\''.' ` v v Av` '',v;v,A A\v,v\\v''AV A V V'.\� \A V��\,A\ ,� ,� \ r\ �/ ,, owG cD1.• ® t3 v yv v vv \\\\ / / „,,V V v ', 1 A A „ ,\V v V, , \ \\ v 6 INSTALL 8' HEIGHT<3LACK CNAIN LINK '' I \\ \ \ APPROXIMATE EXIST k O FENCE WITH BLACK SLATS PER DETAIL G, 1i• \\ 1,,\ \ \ \ DWG C4. l30', _ \ 700-YEAR FLOOD EL _ ��t\' - CONSTRUCT GRAVEL SECTION IN AREAS 1I Ik _12' BONITA PUMP STATION \\ /r �" I' /\\\\ \ \ \ '\ '•\\ \ 138.2 . \_t•_JT•_,. y \ \ \,\ - ,\\\ \, \,\ k, _ SHOWN PER DETAIL B, DWG 04. I = I \\ \ \\\\' \\ \ -/ 7 CONSTRUCT A.C. PAVEMENT SECTION fio _'�� ® 42)\\\\ \ \ `,\\\ ` .\\.\ \\, `\ , \\\\ �'./ /' O AREAS SHOWN PER DETAIL A, DWG C4. U Q \ \ \ -V \ \ \', '\ \ \ \\\ +,' CONSTRUCT CONCRETE VERTICAL CURB PER I . m - •0 r I ''I." \ ® \\\\ '\ \ \ \ T„`:. \ \\ \ \ \\ \ \ / 1 OB DETAIL C, DWG C4. o i 1 : \` \ \\\\ \`` `;-t t+3:3:,36 _ \ '\\\\ ' \'\ \ X! :"'' `tr=i'` 9 CONSTRUCT CONCRETE MOUNTABLE CURB > a L \ �'.r, `)' \ \ \\ \ \ O PER DETAIL O, DWG C4. C N _• r - I(/ lye ,� IK: \\--(8)(FLUSH) ' `�' 1 - rj1'; :,57>> 55-d V \.? �'��r - V - O :::„F;,r:' _ l \ \\\\ i\\` CONSTRUCT 24' WIDE STANDARD DRIVEWAY r o �1I; 0 _ _ _ _ � �. 1, \ \\ \ \ \_\_‘_\:_'`'-.7'-' oh :`Ttr,1 \ ,\^ _ __ ,./. 10 WITH CURB-TIGHT SIDEWALK PER CITY OF - _ - :'r`t - .. - 0 EMI _ \ \ \ -- ;.1.. \\? \\\\\ / ' - ', IU NI _ I \ � - -:,.,. \\\\\, TIGARD STANDARD DETAIL 742. C.) m v - _ill "�.. DRIVEWAY CENTERLINE AT FACE OF CURB: Q.E a Iw E„ D' N - 645859.48 -.{ L x m / 75 (2' FROM PT. L) I\V A V \\\y\\ � - r o-.t-., E ;•�y,y \ ���.A A \\ \ - �-Y 2, E - 7623470.70 CO p] Y ,� __. -- - -I___ _- /, _. 15 (6' FROM PT. L) I Nl ' -,I AV A,A V. ''v A`. .- ..r_ ., +% :L'.- N`L'{Q°7_ -'��>. -,A\\\, \ A'.'�1,:=!'.`: 11 INSTALL METER VAULT" SEE DWG M4 FOR m ° OP O "' `- - .. v A , _ A DETAILS. i ■) - -r E , .� r _-- % t'. - :.•.1 A\ \,A A \-`-: 1 A\ \��\\A _err.^. ti•>✓:'hr -._! \ d _ INSTALL 24' WROUGHT IRON ACCESS GATE. -- _. �� A , A V A v A,r •- A \_\ „A .. 24' �'-\ \ {:I... ::-F; r"•,'� t'. •'�� , 12 IN ,� ® ..ter V� O �� _ _ _. A\L',(\A 7'A V A30' SETDACK V 't ___ _ - 1 V:.1-` A \ _ .�.'t s_ •^u• .� \V, y.; - _ SEE OWG AD5 FOR DETAILS./ r��;C r\ -A -V-�' - _ A A A - 1 A fir.. :.�.,-''A;J'� ,�'`,"-r .. IRON FENCE SECTION. il'ice ,A i-. .;l v \ \\ INSTALL WROUGHT�„yc r a.n: " , 13/ Ir:-- ) _ '^Ava \ \,,• \ V V•\V' - - __-I -- Q "v\v` ��VA -\,A A A \�- r IV \ `�1`,'.>.,1�-'i:7 _ _ O SEE DWG CD2 FOR DETAILS. k�: w V \ ,: N1'GsTUe INDIVIDUAL�\ -J \ r.ir ',r.I. I�i�Rr= •.r;• A `'2; A INSTALL 8' WIDE IN \ _ _ A. .. A' \ 14 L WROUGHT +.� y \\ -°.t \ '\ \\V\ V A/A•A'\v. _ `�^��' �� \ ,.�� ,i.-- O IRON ACCESS GATE. SEE DWG CO2 FOR - .- - - __ •__ - - - -M,-i- - - -_ - - __ _�-AJ�_���\_ _I �P� rA� _�. ___ __ --A \A, AV\A., \A A'�'��,� _ ., �_. At ,' 'A \; Ivi`�;� _ DETAILS. '1:CC \ \ ri / K r INSTALL 6' \ PIPE BOLLARDS l A\V\\ V A\ '` - y\\ \ ,„ ROS TO PROTECT 1 _ A -x I,�':P.7 r P,� V --� p V\ \ -td �. �,, �•• \ \�:Yj�'�A �. / O PADS AND BUILDING CORNER - i t--_, G-;)---: _- -- 1 ?,-.- A �_ A V .-c- V ,• \ _ _ i (PER NUMBER ;e, - :_ _ - c y1:. ��v._ /� - _x_ _ A\V A` �;: '" s_� 4% �, Q Z '- _-_-_� \ \ \ 1 : AND SPACING AS SHOWN ON PLANS). SEE i-1-1C,I �t E S 1_,FV'r_ _ -_= _ N. ®'--f, � Daft _ _.„� -.V.? :,, _,'\'\ ''• , A\,,',\k i;r DETAIL F, DWG C4.• ,.N--___µ,---------,----____-.__ A_____---r,_____ _ ___-._'NO PAP K: I - .- A \A\� CONNECTION POINT. ?:.... Li:._d,'_ __ -___``.- -., -.8 ---_-±_.__ _ __ - - A�}�'V ��t'�\..'t.\;\ F � f i'%cam 16 EXISTING ELECTRICAL 44 V :.A \ V•A S -.,, ----- - ---W-s^_.___-A_ -_ _ _ - \ !,,,_ F`; - SEE ELECTRICAL DRAWINGS FOR DETAILS. �r.F._ © © .,-'r, _ •�r - _ __`__ _-__ - \ \-' �..\•=a_\..r� �,`,\\\\ \ ?f ^``, 17 INSTALL TRANSFORMER" SEE DWG E2 FOR I Q II 0 Ni,. ,:,t.-_`. '_ ,i,_ - _ _ _ O ;'.�., .�'y\ ,�\�,-\\\\\\ 2 O DETAILS. J J III .r -`'-- - ----- - k� _ '-', - - - _--- �` -- 18 INSTALL CONDENSING UNITS. SEE OWG ,--I W \ �` M7 FOR DETAILS. Q V trx j -_ -__- `- r '- ``` 19 TOR PAD. SEE DEC S11 _ ____ _ _ __ __ _ .__ _ _-_____. ----7§c._ _ _ rTZ� _ _-- FOR DETAILS. CO CIE INSTALL GENERA IIt.. .!r.. - __ A. ',)v� �'~\ter* O1�Fy ._.._-_-._- __. _ _ AL FUTURE CHEMICAL ,.. _________--__ '� LOCATION OF i_ I _. - -_-_` - _ BUILDING (N.I CE Q Z II- r , -...•,.,-_-_ _ ��- i;r' 2O I _ -. ._ " -�-'- sJ =.;c` 21 INSTALL SIDEWALK ADJACENT TO CURB Ca _ _ � - O PER CITY OF TIGARD STANDARD DETAIL J _ _ - .___ 120. SIDEWALK AND CURB TO BE FLUSH �� - WITH A.C. PAVING. SEE DWG C2 FOR FACE OF CURB LAYOUT COORDINATES _ SITE LAYOUT COORDINATES •. GRADES. SEE ARCHITECTURAL DRAWINGS °`n; "�.: FOR DIMENSIONS. POINT FASTING NORTHING DESCRIPTION POINT FASTING NORTHING DESCRIPTION A 7623423.27 645852.71 BEGIN CURB AT BACK OF WALK 0 7623441.06 646000.34 END WROUGHT IRON FENCE �� •''''' \ O PLACE BOLLARDS IN LOCATION THAT DOES r B 7623483.53 645886.19 ANGLE POINT R 7623566.43 645961.03 CHAIN LINK FENCE ANGLE POINT - �� •22 NOT INTERFERE WITH FUNCTION OF C 7623496-65 645889.84 ANGLE POINT S 7623569.69 645890.16 CHAIN LINK FENCE ANGLE POINT \ �,. `\'M'' "�Jt BUILDING DOWNSPOUTS. D 7623515.99 645900.74 END CURB AT PILASTER T 7623525.27 646029.96 CORNER OF GENERATOR PAD \ ;,�� ,�n. .� DESIGNED: BOS E 7623577.99 645901.85 BEGIN CURB AT PILASTER U 7623434.32 645974.74 CORNER OF TRANSFORMER PAD 23 EXISTING SANITARY SEWER MANHOLE. DETAILED: BOO F 7623563.89 645927.51 BEGIN CURVE V 7623438.23 645967.76 CORNER OF TRANSFORMER PAD \ - ��. POINT OF CONNECTION FOR SANITARY CHECKED MAP G 7623561.45 645931.87 RADIUS POINT (5') W 7623609.72 645983.96 SPLIT RAIL FENCE ANGLE POINT ° `' _ �'`z, \'-. LATERAL. SEE DWG C6 FOR DETAILS. APPROVED: MAP E,,,, H 7623565.82 645934.30 END CURVE I 7623518.08 646020.25 ANGLE POINT (90°) 24 EXISTING FIRE HYDRANT TO REMAIN. DATE. SEP 2013 II J 7623493.90 646006.81 END CURB AT BUILDING �� �����'�:- %�1 HYDRANT TO BE ACCESSIBLE DURING 0 112 1 I,1 K 7623453.20 645968.20 BEGIN CURB AT WALK - CONSTRUCTION. CONTRACTOR TO PROTECT III ' IF THIS BAR DOES NOT L 7623434.91 645958.04 ANGLE POINT (90°) HYDRANT DURING CONSTRUCTION ('. M 7623455.25 645921.63 BEGIN CURVE ACTIVITIES. MEASURE 1" THEN DRAWING IS NOT TO FULL SCALE I' N 7623430.81 645907.97 RADIUS POINT (28') 20' 10' 0 .20' 40' 0 7623457.37 645899.11 END CURVE SITE PLAN PROJECT NO. P 7623412.94 645874.43 END CURB AT BACK OF WALK 1• = 20' 175069 �1'=20' C1 '1 -IL 90% DESIGN - NOT FOR CONSTRUCTION SHEET , HI cl'