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MMD2012-00001 NOTICE OF TYPE I DECISION n MINOR MODIFICATION (MMD) 2012-00001 : TIGARD-TUALATIN SCHOOL DISTRICT . , � 120 DAYS = 6/1/2012 SECTION I. APPLICATION SUMMARY FILE NAME: Tigard-Tualatin School District CASE NO.: Minor Modification (MMD) MMD2012-00001 PROPOSAL: The proposed minor modifications to a conditional use would allow the paving and striping of an existing gtavel parking area, the resurfacing of an existing track, and construction of impervious surfaces for sports purposes adjacent to the track. APPLICANT: Thatch Moyle Caxdno WRG 5415 SW Westgate Drive, Suite 100 Portland, OR 97221 OWNER: Tigard-Tualatin School District Atm: Phil Wentz 6960 SW Sandburg Street Tigard, OR 97223 LOCATIONS: Tigard High School,9000 SW Durham Road WCTM 2S114AA,Tax Lot 00100. ZONING DESIGNATION: R-4.5: Low-Density Residenrial District. The R-4.5 zoning district is designed to accommodate detached single-family homes with or without accessory residential units at a minimum lot size of 7,500 square feet. Duplexes and attached single-family units are permitted conditionally. Some civic and institutional uses are also perniitted conditionally. APPLICABLE REVIEW CRITERIA: Community Development Code Chapters 18.330, 18.360, 18.390, 18.510, 18.745& 18.765. SECTION II. DECISION Norice is hereby given that the City of Tigard Community Development Director's designee has APPROVED the above request WITH CONDITIONS. The findings and conclusions on which the decision is based are noted in Section IV. THIS APPROVAL SHALL BE VALID FOR 18 MONTHS FROM THE EFFECTIVE DATE OF THIS DECISION. n1MD20]2-00001 TIGARll-TUAIr'�TIN SCHOOL DIS'I'RICT Pa�e 1 of 4 SECTION III. BACKGROUND INFORMATION Site Information: The project is located at 9000 Durham Road, at the southeast corner of Durham Road and 92nd Avenue. The 43 acre site contains an existing high school, numerous accessory buildings, and extensive site improvements that include sports facilities and dispersed parking lots. The parking lots contain 580 paved parking stalls, and an unknown number of informal parking stalls in several graveled areas to the south of the main structure. Proposal Description: The project would modify existing parking and athletic facilities adjacent to the high school. Proposed changes axe detailed on Sheet C100 of the application packet, and include the following: ➢ The replacement of two existing gravel parking lots with asphalt and 26 striped parking stalls. This includes 7 additional parking spots in the "alternate parking area" between two existing buildings, and 19 additional parking spots adjacent to the track. ➢ Construction of a new water quality facility adjacent to the parking lot. ➢ Five new parking lot trees (Zelkova serrata) and associated groundcover (kinnikuinick). ➢ Replacement of the e�sting track surface and associated drainage improvements. ➢ Construction of new sports related impervious surfaces adjacent to the track. SECTION IV. APPLICABLE REVIEW CRITERIA AND FINDINGS COMPLIANCE WITH COMMUNITY DEVELOPMENT CODE SECTIONS: The proposed site improvements will modify the existing conditional use on the site. Therefore, compliance with applicable development standards must be demonstrated. MINOR MODIFICATION OF APPROVED OR EXISTING CONDITIONAL USE: Section 18.330.020.C.3 states a Minor Modification shall be approved, approved with conditions, or denied following the Director's review based on the following 5ndings: 1. The proposed development is in compliance with all applicable requirements of this tide. The project conforms with all applicable xequirements pertaining to perxnitted land uses, development standards,and off-street parking within the R-4.5 zoning district. Changes to the sports facilities are in compliance with allowed land uses as the area will continue its function as active open space, accessory to the main high school structure which is the primary land use. Changes to the gravel parking areas will bring the property into compliance with current off- street parking requirements. This includes compliance with appxoved surfacing (asphalt), minimum dimensional standards for standard parking stalls, and parking lot trees whose species and location have been approved by the City arborist. Compliance with minimutn and maximum parking requirements has been demonstrated through a parking table provided on Sheet C200 (ADA Plan) and a memorandum dated February 6, 2012. With 2,108 students and staff on site, this land use requires a minimum of 422 parking stalls and a maximum of 639 stalls. With 580 existing stalls and 26 pxoposed for a total of 606, the project is in compliance with these standards. Drainage for the site must be constructed in accordance with specifications appxoved by the MMD20]2-00001 TIGARD-TUALATIN SCHOOL DISTRICT Pa�e 2 of 4 City Engineer. The applicant has presented details for water quality facilities on Sheets C300 & 400, and in a memorandum dated February 1, 2012. To ensure compliance with City of Tigard specifications, the following condition of approval must be satisfied: Prior to�itework, the applicant shall obtain a Public Facility Improvement(PFI)permit from the City of Tigard. As conditioned this criterion is met. 2. The modification is not a major modification. Section 18.330.020.B.2 states t6at the Director shall detemune that a major modification will result if one or more of the following changes are proposed: 1. A change in land use; The project does not change the land use, only modify e�sting accessory uses on the site. Therefore, this criterion does not apply. 2. A 10% increase in dwelling unit density; There are no dwelling units on the pxoperty. Therefore, this criterion does not apply. 3. A change in the type and/or location of access ways and parking areas where o�=site traffic would be affected; The project does not change the type or location of access ways serving the property, and changes to the parking areas are located approxirnately 500 feet inside the property and will not affect off-site traffic. Therefore, this criterion does not apply. 4. An increase in the floor area proposed for non-residential use by more than 10% where previously specified; 'The project does not change the size or use of e�sting buildings, and no new structures are proposed. Therefore, this criterion does not apply. 5. A reduction of more than 10% of the area reserved for common open space and/or usable open space; 'I'he project does not reduce the area reserved for common and/or usable open space. The parking axeas being paved are not considered open space. Changes proposed to the track and field facilities affect the surfacing and drainage but not the use of these areas. Therefore, this criterion does not apply. 6. A reduction of specified setback requirements by more than 20%; The project does not change or affect setback requ.irements. T'herefore, this criterion does not apply. 7. An elimination of project amenities by more than 10%where previously specified provided such as: (1) Recreational facilities; (2) Screening; or (3) Landscaping provisions; and The proposed pxoject does not elimuiate any recreational facilities or screening, and would add approximately 800 square feet of new landscaping, including five new trees MI�II�2012-OOOOI TIGARD-TUALATIN SCHOOL DISTRICT Page 3 of 4 with kinnikinnick as groundcover. Therefare, this criterion does not apply. 8. A 10% increase in the approved densiry; The project does not include or affect residential land uses. Therefore, this criterion does not apply. Based on the analysis above, the project does not meet the criterion for a major modification. FINDING: Based on the analysis above, staff finds that as conditioned below, the criteria for minor modification of a site development have been met. CONDITIONS: 1. Prior to sitework, the applicant shall obtain a Public Facility Improvement (PF� permit from the Ciry of Tigard. SECTION V. PROCEDURE AND APPEAL INFORMATIDN Notice: Notice was posted at Ciry Hall and mailed to: X 'I'he applicant and owners X Affected government agencies Final Decision: A Minor Modification is a Type I procedure. As such, the Director's decision is fmal on the date it is mailed or otherwise provided to the applicant, whichever occurs first. The Director's decision may not be appealed locally and is the final decision of the City. THIS DECISION IS FINAL ON FEBRUARY 16, 2012. AND BECOMES EFFECTIVE ON FEBRUAY 17, 2012. Questions• If you have any questions, please call the Ciry of Tigaxd Planning Division, Tigard City Hall, 13125 SW Hall Boulevard,Tigard, Oregon at (503) 639-4171. / Februar� 16, 2012 APP VED BY: John Floyd DATE Associate Planner 503-718-2429 johnfl e,tigard-or.gov MMD2012-0000] TIGAKU'1'UA1..�1TIN SCHOOL DISTRICI' Page 4 of 4 �� g 8 � °°-: �__—=J -�n;,,��.,� �3 �� . _(nS�wG b1fMh P�wt, N � _ 0 -o.roosco.c a.w.c g 7 � _ 0 -oamoso<watrt P.N�.c ��q � _y'E . .. ....._�_� , -°�°°°�m.a�aw+�..o„c J Y i��'� _ . l' cvs�.c asrus c.a. � ` -mavoxn we CddFR nMO�G GM E o__ -E�a51wG iFKY � ' - - -[MM1IC BIROrG � � M10POYD dSQ15 G!E• _ ••/•••�J�•�•••�•� � � Cl�llEl[nw0�11L W � .+ -fP51MG�'CMiWR Z �. [nSTMG fEMfl�MD `i �' w '� W1CStON[�ux ��: ..._._"�00""._"__. _FCS�NGS'[W�pM MCPOQD]fYA1G � . �.�,.�ob1 � o =;��o�A w . : �- o «.�.�.��,�� o ,a � ,_ .,> �•;,� sre�«+�„� �c p �4 . � 2G.1i vuMML[OUPU�x2�. 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CITY OF TIGARD � APWoved.._...--••••--••-•-......--•-._....(v1 ConditionaltyApprovetl.••-•-•--••--•-•--••� Fa oMy tAs worka�,dpp��n PERMIT NO.____L�JQLO/,t-Qip�r�� Sss LetNrto:Fdlow---••-••---•-,----.--••� }� F Jo�� W" '- -••-..._( ✓] � z �I 81'� � Dats: _ " U� .. ��:.n„ O .��. �.,. � � —,r�F'��AN— � w � g C100 - � ��CEIVED N City ofTigard JAN 1 8 2012 � � .[--r,�. . . , Minor Modification — Type I ��ip.�ca�.o;�.r �R9Fs�'�'.'�ii'}C�7'�r ,.s�-<.�..i^'„i�' �si=.':�r: .. ..;...x:.'78�Cw'm.'��,,_.. _ . , . ...,..u�:.-:�.- ,...,........�..�',:....:'� GENERAL INFORMATION In addition, the Director must find that the proposed 90 0 0 SW Durham Rd change is in compliance with all applicable requirements of Property Address/Location(s): Tide 18 of the Tigard Development Code. To complete (Tigard High School) this review, the Applicant's proposal must include a Tax Map&Tax Lot#(s): 02SO1W14AA-00100 discussion indicating how the site expansion/change will continue to comply with the maximum setback, building Site Size: height, parking, and landscaping standards. Other Applicanc*: Tigard-Tualatin School District requirements of this tide such as clear vision, solid waste storage, non-conforming situations, signs, and tree rlddress: 6960 SW Sandburg Street removal may also be applicable depending on the type and City/State: Tigard, OR Zip: 97223 location of the proposed modifications. Primary Contact: Phil Weritz Phone: 503 . 431 .400C�aY: 503 .431 .4017 l�.-ltail: pwentz@ttsd.kl2 .or.us Property Owner/Deed Holdcr(s)*: RE UIRED SUBMITTAL ELEMENTS (Attach list if more than onc) Tigard-Tualatin SChool DiStY'iCt (Applicationswill�beacceptedwithoutthe 6960 SW Sandbur St following required submittal elements) Address: 9 Phone: City/State: TiqaY'd, OR Zip: 97223 ❑ .\pplication Form ❑ Owner's Signature/Written.�utho�izadon * When the owner and the applicant are different people, the � Title Transfer Instrument or Deed applicant must be the purchaser of record or a lessee in � Sitc Plan (4 Large Plans&One-Reduced to 8'/�"x 11") possession with written authorization from the owner or an � _��licant's Statemrnt/Narrarive (4 copies) agent of the owner. The owner(s) must sign this applicauon in the space provided on the back of this form or submit a ❑ Filing Fee �605.00 written authorization with this application. Minor Modifications: Minor Modificarions are processed for permitted uses and conciitional uses. 'I'o review a modification as a Minor Modification, the Director must first find that the expansion FOR STAFF USE ONLY or change does not invoke one or more of the criteria ��,�� ( � -�L�L�C� j discussed within Section 18.360.050(B) - Site Development �"``ye�O'�'�' Review or Section 18.330.020(B)(2) -Conditional L`se. If the modification exceeds the maximum allowed under any one or Other Case No.(s): more of the criteria, a Major Modification review is required. Major 1�lodificauons are processed in the same manner as a Receipt No.: t l � new Site Development Review or Conditional Use Pernut. Date: � l� ►�� j�nlicant's Sta[emenL• _lpplication.�ccepted By: �� - � The applicant's statement must include a summuy of the Dace Decermined Complete: proposed changes. Criteria in either 18.360.050(B) or x�.;.�a: �iiiii 18.330.020(B)(2) must be addressed with a detailed response '��`° �"�'""""��a"�""a �"a°°"'�'"'""`"'"`�'f;""°"� `'°`� to each criterion. Failure to provide the information needed to process the application would be reason to consider an application incomplete and delay review of the proposal. City of Tigard � 13125 SW Hall Blvd.,"I'igard,OR 97223 � 503-718-2421 � www.tigard-or.gov � Ps�e 1 of1 � � 1% • To consider an appGcation complete,you will need.to submit ALL of the REQUIRED SUBMITTAL ELEMENTS as described on the ftont of this application in the"Requited Submittal Elements"box. (Detailed SubmiEtal Requirement Information sheets can be obtained,upon request, for all types of Land Use AppGcations.) THE APPLICAN'I'(S)SHAI.L CERTIFY THAT: • The above rec�uest'does not violate any deed restrictions that mav be attached to or imposed upon the subject �ro�ertv. ♦ If the applicarion 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 site plan, attachments, and exhibits transmitted herewith, are true;,and the applicants so acknowledge that any perinit issued,based on this application,and 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 poliaes and cdteria, and understands the requirements for approving or denying the application. SIGNATURES of each owner of the subject property. DATED this I �� day of ��Q ,20 I Z Owmer's S' ature Owner's Signature Owner's Signature Owner's Signature, Ownet's Signature Owmer's Signature City of Tigard � 13125 SW,Hall Blvd.,Tigard,OR 97223 � 503-639-4171 � www.tigard-or.gov � Page 2 of2 ,, CITY OF TIGARD RECEIPT � 13125 SW Hall Blvd,Tigard OR 97223 503 639.4171 ` � � Receipt Number: 185199 - 01/18/2012 • , , CASE NO. FEE DESCRIPTION REVENUE ACCOUNT NUMBER PAID MMD2012-00001 Minor Modification to an Approved Plan 100-0000-43116 $527 00 MMD2012-00001 Minor Modification to an Approved Plan- 100-0000-43117 $78.00 LRP Total: $605.00 PAYMENT METHOD CHECK# CC AUTH.CODE ACCT ID CASHIER ID RECEIPT DATE RECEIPT AMT Check 378643 STREAT 01/18/2012 $605.00 Payor: Tigard-Tualatin School District 23J Total Payments: $605 00 Balance Due: $0.00 Page 1 of 1 . � . ; � ; � Chicago Title Campany ; � � 10135 SE Sunnyside Road, Suite 200 I Clackamas, Oregon 97015 Phone: 503.786.3940 Fax: 503.653.7833 E-mail: trios@ctt.com I METROSCAN PROPERTY PROFILE Washington(OR) � i I OWNERSHIP INFORMATION Owner �Tigard-Tualatin School Parcel Number : R0517220 CoOwner : District 23J Ref Parcel# : 2S114AA 00100 Site Address : 16300 SW 92nd Ave Tigard 97224 T:02S R:01 W S: 14 C1: NE QQ: NE Mail Address : 6960 SW Sandburg St Tigard Or 97223 Bldg# Of Telephone : r SALES INFORMATION � Transfer Date : Document# : 10100517 Sale Price : Deed Type . % Owned : Vesting Type . Prior Transfer Date : Prior pocument# : Prior Sales Price : - PROPERTY DESCRIPTION ASSESSMENT AND TAX INFORMATION Map Page Grid : 685 E1 Mkt Land :$8,402,940 � Census Tract : 308.04 Block: 2 Mkt Structure : $10,000,000 Neighborhood : 4TL0 Mkt Total : $18,402,940 � School District :Tigard %Improved : 54 � Subdivision/Plat: M50 Total . i Class Code : Levy Code :02374 � Land Use : 9210 Ins,Community Colleges 10-11 Taxes : , Legal .ACRES 43.20, NON-ASSESSABLE Millage Rate : 16.4031 i . � � PROPERTY CHARACTERISTICS � Bedrooms . Lot Acres : 43.20 Year Built : Bathrooms Lot SqFt : 1,881,792 EffYearBlt : HeatMethod: BsmFin SF : Floor Cover: Pool : BsmUnfinSF: Foundation : Appliances - Bldg SqFt : Roof Shape: Dishwasher: 1 stFIrSF : Roof Matl : Hood Fan � UpperFlSF : InteriorMat : � Deck - Porch SqFt : Paving Matl: ', GarageType. AtUc SqFt : Ext Finish : I Garage SF � Deck SqFt : Const Type : L This title information has been furrnshed,wnthout charge,in conformance with the guidelines approved by the State of Oregon Insurance Commissioner The Insurance Division cautions intermedianes that this service is designed to benefit the ultimate insureds. Indiscrlminate use only benefiting intermediaries v�nll not be permitted. Said services may be disconHnued. No liability is assumed for any errors in thls report. Information is deemed reliable but rwt gua2nteed ti ' I . i i . I OwneL : TIGARD-TUALATIN SCHOOL ' :-�rop lli : R517220 (Real Estate) (306033) DISTRICT #23J Map Ta�, LoT. : :S719AA-00100 6960 SW SANDBURG ST ",::c;,=i 1 : ACRES 93 .20, NON-ASSESSABLE TIGARD, OR 97223 ( :��Iqi74�Iq99�19q99�Tq9�i999qg9Q99qq999999qq94q9q9q9999q99qqqqqq9qq9qq9999q94994q99qq99 :�ztus : 163UU SW 92ND AVE, Year Built : ' * ` additional addresses ** Living Area : i f<;�me (s) . I Ccde area : G23 . 74 Sale Infe : 2011 Roll Values C�eeci Type : N RMV Land $ 7, 992, 190 (+) In�trument : CE'4759 RMV Improvements $ 10, 000, 000 (+) 201i Tax Status * No Taxes Due * RMV Total $ 17, 992, 190 (_) �urrent Le�:ied Taxes : O.00 Total Exemptions $ 17, 992, 190 ��ecial Assessments . M5 Net value S 0 M50 Assd Value $ 0 �4�?��=399999q949q9qq949qq9q�W44qq9qq9qq99qq99q994gq940w4qq99q99q9qqq99qqqqq49999qq ( 1 ; P.lt Disp (AD) Ox (2) Primary (Y) Ox (3) Secondary (SE) ( 9 ) Land!Impr (L) Ox (5) Gen Appr (G) Ox ( . ) More �•gqqqqqq99q9qqqq99qqq99qqq�v9q99qqq9qqq99qq99q999q9q�Vqgqqq9q9qq9qqq9qqqqqqqq99qq F'ntPr Option from Above or <RET> to Exit : � � - - -- � � -- -- - - -- -- - -� ------ � _ — --_ - � � . . . .., . , � . . � �, . . ; . . . s,,:-:,:; . . ' . . . . . • . ' . „ . , � , . ro�r N.�ws�uMrr o��. 1�� 'J � --- - —`---'_ --------�,._�.--�----•------ � ----- �----•i �;� lCNOW ALL AlEN BY THES&PRFSENTS,Thaf_. .....�FY.5�{C��ex,� 8 w1dDN �i _. � . ........ . _...._.............. . �� ---......._..._._.._... ... . . . ....... ... . ... . I� .. ..... .... . ..... . ... ..J...... ......._. ..... _....- •�- � ... .. . ._ . . inCOnsfdpaffonot....��IL�}L�.FiILP...�OIIB�.!?41.!.L,0,2�q'/1�Pww.�w�ll�lwn9.�.A.��°�� DdINti • � ... .........�...............� ..�.�.......�.......�.....................��... ........... ... .. .......�......�......�....... . .. .. I eo...hes..._mtd br...SctiaaL..Diet=ict..23L,._Flsahis�gton..Couaty.,._OregonT..aa..aunceod s . to.tJainn.Rigti Sc6nol..Dietrict.Nu.2.I�Idashingtoa_Cnunty. Osegon...(Tigosd) I ao68..nsraey ar.nr,eertarn,eell end canvoy unto ssld. School.•.DiatsiCt_2�3•��Wush�tlgtou�••CouS1 � _OregQa.ea...e.uccesaos._tnUaica.High-School_Distsic t..D1o.21.,tJashir+gcon..County �egon...(Tiga=d)._.. ... .... ..its tbtn and aulBrts.dl Ihe ldlowina red PropartY.dlrh tho femmonfy . heroditnmenN ard epyvrfeneneef,eiNetd in fM CounfY� .. .6188ti1A$t41i.... ...... ... aid Stero . of Ors�on,6ouMed end deauibed m loliow�,ro•wit: . Begiuning at the Northeaet corner of Seation 14, Toomahip 2 South� ltange 1 West of Willamette Meridian. ru�ming thence West along section line ' 53-1/3 rode; thence South 9D rods; thence Fsst 53-1/3 rode to eection • Liae• tl�ence North along section lina 30 rode to place of begltming SUBJ�CT to right of public in any po�rtion vithin roads, including r�ght ' of aay recorded in 9ook 71, page 304, Deed Recorde of Waehington County, Oregon over tha east 15 feet of Che above ptfemisea, and ALSO SUSJSCT to restrictione that eaid lands ehall not be sold or reconveyed by buyer for other than public school purpoaee for 20 yeara from Plarch 10�1966, and this restriction to be enforceable by injunctive proceedinge only. True and Actual consideration; � S35,000.00 � and said sum con.atitutes the wNole � •. 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U ��'� WASHINOTON COUNT'I OREGON N[11�Nl1NBECTION\�T�6AIWWM � BfAIF t'�100' � Wa ]� i]I 9 ]1 D�n !� I I r,i • � / � I! ! S�1 B �.. • •r 1 . � �S � 1 I Y 10 11�1! > : . � � ��zm � ._-.�_. " �'• �•� - . .. u n n��e �e�io u �•" W � I 7 A io at;zi m a r iv � � �Y� =7 �o s'n m m � .�o W ` 23-74 . ..�� a/ 7� U i if fI ]s d1 ]f �' ,„.o�.s.m � . N r a s .!a a r e i�l' so..om�r.nnvrw..r.c.r.. '! .�e.w w ' • 3� Ai —s I YC� �� • BB BA � AB M ' `� B � A e, �, eC en AG I �o � _. ,_; secrronr Aa � p �..� a u m ; a $ >�"�e � L - D N i I m i �'0°� 'i I . s co ot I m S� � '�i �� r i I�� • I �� 8, I-II � `n � � •'�c I�� K;'-;�,r CnaroGruw++v �' � r I ROT DATP Wpuct 22.1008 'Oq ASSE$$MENTP(JAFOSES � , .r„ ' � OMLY-Dp NOTHFiYi�N , - ,`„�,,, � � FOHOTHER USE yna:� ;�- �... ..y r e.�� ,..�. ..' "�'..r•,.'•..°. .��. � ' ;,�,.� - • eo i.-o ' . 1 �.... e...ryc-' .W SY^e��s°�_Yi� ��Y u a��..d'y'i�.i� ' b " � . � _ _ �� ,...,w..,..........r r . � „ „ .4 „s .. ,...��. ae` 1�, i{'��• Y' '� �e J`�' � .�. e�.,A .. WAVERLY •� . _ .�.m.. .•OQ� „„}} I�. � TIGARD i„�,,,, 2S 1 14AA 25 1 14AA - - - - -----——---- - ----------- - -- --- � I N � Map # : 2S114AA 00100 "Th�s plat is for your aid in locating your land with reference to streets and other parcels. While this plat is believed to be correct,the company assumes no liability for any loss occurring by reason of reliance thereon." � CHICAGO TITLE 10135 S.E. SUNNYSIDE RO�D SUITE 200 � CLACKAMAS, OREGOiN 97015 i D � � � �" Clean Water Services File Number L1�C 2011 �\\ ° ` �� l C1eanWater\ Services �� ,U�� Se sitive Area Pre-Screening Site Assessment By 1. Jurisdiction:Tigard 2. Property Information(example 1 S234A801400) 3. Owner information Tax lot ID(s):02s01w14aa00100 Name:Phil Wentz Company:Tigard-Tualatin School District Address:6960 SW Sandli'urg Road Site Address:9000 SW Durham Road City,State,Zip:Tualatin, Oregon 97223 City,Siate,Zip:Tigard,Oregon 97224 Phone/Fax:503.431.4000/503.431.4020 Nearest Cross Street: E-Mail:Pwentz@ttsd.kl2.o�.us 4. Development Activity(check all thaf apply} 5. Applicant Information i ❑ Addition to Single Fam�y Residencs(rooms,deck,garage) Name: Phil Wentz I] Lot Line Ad)ustment ❑ Minor Land Parthion Company:Tigard-Tualatin School District ❑ Residential Condominfum ❑ Commercial Condominium 6960 5W Sandbur Road ❑ Residential Subd(vls(on Address: 9. ❑ Commerclal 5ubdivision Tualatin, Ore on 97223 ❑ Singie Lot Commercial ❑ Multi Lot Commercial City,State,Zip: 9 Other School-Tigard Hfgh School Phone/Fax:503.431.4�00/503.431.4020 E-Mail:PWentz@ttsd.k12.or.us 6. Will the project Involve any off-s(te work? Q Yes �No ❑Unknown Location and description of off-site work y. Additional comments or information that may be needed to understand your pro)ect .Rep�acements of an existing gravel parking lot with an asphalt parking area and water quality facility. Mus' ,Q�=P02 i 'jZl Sc ft0lJL c>�F :tGG O�2 S'i F'� f�Gc_'G�' This applicatlon does NOT replace Grading and�roslon Control Permits,Connection Permits,Building Permits,5ite Development Permits,DEQ 1200-C Pemiit or otherpermlts as issued by the Department of Environmental Quality,Department of State Lands andlor Department of the Army COE. All required permits and approvals must be obtained and completed under applicable local,siate,and tederel law. By signing this form,the Owner or Owner's authorized agent or represenlative,acknowledges and agrees that employees of Clean Water Services have authority to enter the project siie at all reasonable Umes for the purpose of inspecling project site conditions and gathering information related to the project site. I certify � that(am familiar with the information contained in this document,and to the best of my knowledge and belief,this inforrriation is�ue,complete,and aocUrate. i printlTyp�Name Phil n PrintlType Title P�ojeCt Manage� ' Signature �. Date Nov 29, 2011 FOR DIST�ICT USE ONLY ❑ Sensitive areas potentlally exist on site or within 200'of the site. THE APPLICANT MUST PERFORM A SITE ASSESSMENT PR10R TO ISSUANCE OF A i SERVICE PROVIDER LE77ER. If Sensilive Areas exisl on the site or within 20Q feet on adjacent properties,a Natural Resources Assessment Report ; (�Bay�Iso be required.. ased on review of(he submitted m2terials and best available informalion Sensitive areas do not appear to exist on site or withln 200'of lhe site.Thfs Sensilive Area Pre-Screening Site Assessmerit does NOT eliminate the need to evaivate and protect water quality sensitive areas ff ihey are subsequsnlly discrovered.This document will serve as your Service Provider letter as requlred hy Resolution and Order 07-20, Sect(an 3.02.1. All required permits and approvals must be obtained and compleied under applicabie local,State,and federal law, ❑ Based on review of lhe submitted materials and best avallable information the above referenced project wlll not significantly impact the existing or potentially sensiGve area(s)found near ihe site.This Sensitive Area Pre-Screening SiteAssessmentdoes NOT eliminate the need to evaluate and proiect addilional water qualiry sensltive areas if they are subsequenUy discovered.This document will serve as your 5ervice Provider lefler as required by ResoluUon and Order 07-2Q,Seciion 3.02.1. All required permlts and approvals must be oblained and completed ur�der applicable local,state and federal law. j ❑ T6is Service Provider Letter is not valld unless CWS approved slte plan(s)are atlached. � ❑'fhe proposed activity does not meet the definiUon of development or the lot was platted afler 919/95 ORS 92.040(2). NO SITE ASSESSMENT OR ' SERVICE PROVID`EdR LETTER IS RE IRED,� � Reviewed by �'��- �!�U�� Date � ��( � ; 1 �� • �� • • -.� ' • - 1 11 1 I , MEMORANDUM �� Cai-c�/no WRG Shaping the FuWre To: Agustin P. Duenas P.E.,City of Tigard 5415 SW Westgate Dnve From: Darko Simic su�te�oo Water Resources Partland,oreyon s�22t usa Date: January 18, 2012 Phone (503)419-2500 Project: Tigard High School Fax (503)a�s-2600 CardnoW RG#: 211966900 Re: Water Quality Analysis www.cardnowrg.com This memo will describe the findings of the Tigard High School water quality analysis. The school is located at 9000 Southwest Durham Road,Tigard, Oregon 97224. Proiect Overview The proposed project will perform maintenance on an existing athletic field and gravel parking lot. New impervious area will be a new bleacher pad, athletic pads, and field D-zones.Table 1 lists the area impacted by this project. Development Area Pervious area to be paved(ft�) Gravel area to be paved(ft2) 22,700 10,200 Table 1—Area Table One fifth of the site has a hydrologic soil group of D and the remaining area has a hydrologic soil group of C. The selected previous curve number of 79—Open space in Fair Conditions and curve number of 89—Gravel were selected for this analysis. Water QualiN Water quality treatment for the Tigard High School will be provided by a LIDA swale and StormFilter catch basins. Maintenance work, paving the existing gravel parking lot, and the existing road will be treated within the proposed swale. All other developed impervious areas will be treated by StormFilter catch basins. The proposed additional bleacher and small athletic pads area (4050 ft2) will be accounted for by treating the undisturbed road (2750 ft2) and existing track surface within the D-zones (3,590 ft2). Additional a portion of the existing track surface will be treated within the proposed StormFilter catch basins located within the D-zones. Clean Water Services requires the treatment of 0.36" of rainfall over a 4-hour period with a return period of 96-hours. The estimated water quality flows and required number of StormFilters are listed in Table 2. Australia • Belgium • Indonesia • Kenya • New Zealand • Papua New Guinea United Arab Emiretes • United Kingdom • United Shdtes • Opera6ons in 60 Countries P�e2 January 18,2012 �� Ca�-dno WRG Shaping the Wture Water Guality Flows Facility Basin draining Impervious Area to be WQ Flow Rate Required number of to Facility Treated (R) (cfs) stormfllters D-zone CB 1 1 10,672 0.02 1 D-zone CB 2 2 11,282 0.02 1 D-zone CB 3 5 16,988 0.04 2 D-zone CB 4 6 11,326 0.02 1 Parking lot A 7 7,405 0.02 Swale Parking lot B S 2,614 0.01 1 Table 2—Water Quality Flow Rate Basin 3 runoff is collected within soccer field drainage system. Basin 9 runoff is directed towards an existing manhole located within proposed parking lot B. Table 3 shows;the LIDA swale design for treatment of parking area. A sizing factor of 0.06 was used in establishing required swale area.• Rain Garden Deslgn Impervious Area Impervious Area to Required Rain Rain Garden Area requinng Treatment(ft�) be Treated,(ft2) Garden Area(ft�) Provided(ft�) 7,431 10,197 629 680 Table 3—Swale Design Downstream Analvsis This downstream' analjrsis is based on the current CWS code requiring projects of 5,280 ftz or more of impervious surface to: 1) Perform an analysis downstream extending to a point in the drainage system where the addifional flow from the proposed development site constitutes 10 percent o"r less of the total tributary drainage flow. 2) If the additional flow from the proposed development drops to less than 10 percent of the total tributary drainage flow then the analysis will continue for the lesser of: a. One-quarter mile or: b. Until the additional flow constitutes less than 5 percent of the total tributary drainage,flow. Upstream Basin The upstream basin for this analysis is the southern school building, parking, and athletic track area (See attachment: Site plan and Basin Delineation). The existing site grades will not 6e changed. The pre-developed site is 51% impervious with approximately 12,500 ft2 of impervious gravel area. The post-developed site is 57% impervious. Table 4 summarizes the pre-developed conditions at the Tigard High School track-field conditions. P�e3 January 18,2012 1� �ic�7/'[�/'f0 WRG Shapingthe Future UpsVeam Basin Area Pre-Developed Post-Developed CN Value Area(ac) CN Value Area(ac) 79 3.63 79 3.07 89 0.28 89 0.00 98 3.52 98 4.36 Total Area,ac 7•43 Total Area, ac 7•43 Table 4—Upstream Area Table Flow Analysis A comparison between pre-developed and post-developed flows is shown below in Table 5. Peak Flows Event Pre-Developed Flow Post-Developed Flow (cfs) (cfs) 25 5.02 5.27 100 6.07 6.32 Table 5—Peak Flows The total flow generated from the site'is 5.02 cfs with an increase of 0.25 cfs in post-deyeloped conditions. CWS states that once additional flow drops below 10% of the total tributary flow the study must continue downstream '/ mile or until the additional flow makes up less than 5% of the total tributary flow. Downstream'Conveyance A review of the downstream system and as shown on the CWS Storm Map 4720 shows a 15°pipe conveyance system to a final outfall south of SW Waverly Drive. The pipe conveyance system is approximately 750 feet collecting stormwater runoff from Tigard High School and two catch basins located within SW Waverly'Drive.A minimum slope of 0.6%is needed to convey upstream flows. Conclusion CWS states the design of the storm conveyance system shall provide,a minimum 1 foot freeboard between the hydraulic grade line and the top of the structure or finisfi grade above pipe for 25-year post,development peak rate of flow. It is anticipated the pipe conveyance system has capacity and provides a minimum freeboard of 1 foot. Attachment: Site Plan and Basin Delineation Pre-Developed Basin Area Post-Developed Basin Area g Basin Pervious Impervious Total Basin Pervious Impervious Total � 1 0.13 0.13 0.26 1 0.02 0.25 0.26 � e� 2 0.14 0.13 0.27 2 0.01 0.26 0.27 g� � 3 1.72 0.58 230 3 1.70 0.60 230 �� 4 031 0.09 0.40 4 0.24 0.16 0.40 5 0.27 0.31 0.58 5 0.19 039 0.58 �"�� 6 0.11 0.17 0.28 6 0.02 0.26 0.28 � 7 0.00 0.28 0.28 7 0.00 0.28 0.28 8 0.10 0.00 0.10 8 0.04 0.06 0.10 9 0.85 2.11 2.96 9 0.85 2.11 2.96 Total 3 63 3.80 7.43 Total 3.07 4.36 7.43 � � � z O H a W J TIGARD HIGH SCHOOL� w o � rt orso�..a � � � _ J'p . '' j - . . � U c�n z � ' Z fn a � . • '------ - - .. . � = 0 0 . Q � p i m v °� i = �n � �i Z � � F so � ' � Z � � . .. . , � �� a � , �--- `` 4 ; �-- �, � - - ~ �-- --- - -� _�.. �, 9 �, �. � � � =� . . � . -- - So� - .� - �-t" ... .. �� o -� �- �, .-\�\ � � � __�__ --_� '�I► � . . . .� . 5 �- . ,. N �;� ,�� 01 . ;,.�: ; � 3 � , , ,,, � ,...,`.,� � � � , 2 . . . ;�_ , ,. _ \ �� . ,�. � � 6:� e o , ` ��_ � ,. , : _ - .` . _ - o . , .. - _ - .- . . - o 1� i . \ •-� . . "._' " �. � '-. . . . � '.".. __... ." . .__._ .". _ i . .__." _ "_'... ___ .J�. ,. . . - '"""'" " ."" "' . .,'.!!1 •" . "' ""''_"" """ " ' '"" "' : Z -' ' '""'"' - "_" '__ "' � '" ' " "' ` -�] '>'�r a SCALE. J"=100' � � --s a '_O O U O �{�t�? Ci�0 O.-G3`�O�. " `-� C�Ci O` : ` a . w m � 100 50 0 100 a o m w I � MEMORANDUM �� Cc'1/'[�/70 WRG Shaping the Future To: City of Tigard Community Development Department 5415 SW Wes�qate Drive Suite 100 From: Thatch Moyle Portland,Oregon 97221 USA Date: January 19, 2012 Phone (503)419-2500 Project: Tigard High School- Minor Modification to Track and Field Fax (503)419-2600 Re: Site Development Standards www.cardnowrg.com Please accept this summary of the primary development standards that will apply to the development of the site. In addition to the development standards addressed in this memo, a water quality memo is included with this application to describe the Tigard High School water quality analysis. A Pre-Application meeting was held on November 22, 2011 to discuss the preliminary track and � field design. Based on Pre-Application conference notes provided by the City Planning and Engineering staff, the applicable code sections to be addressed are listed below. i GENERAL PROJECT INFORMATION I APPLICANT: Tigard-Tualatin School District Representative: Phil Wentz Phone: (503)431-4017 PROPERTY LOCATION: Address/General Location: 9000 SW Durham Road (Tigard High School) Tax Map(s)/Lots#{s): 02S01W14AA-00100 NECESSARY APPLICATIONS: Minor Modification of an existing Conditional Use(Type I) PROPOSAL DESCRIPTION: The project would modify existing parking and athletic facilities adjacent to the Tigard High School. Proposed changes include--the replacement of an existing gravel parking lot with asphalt; new striping for vehicle parking spaces; construction of an associated water quality facility; replacement of the existing track surface; and the construction of new impervious surfaces I adjacent to the field athletic facilities both inside and outside of the track. I COMPREHENSIVE PLAN 'I MAP DESIGNATION: P� �Public Institution) ZONING MAP DESIGNATION: R-4.5(Low-Density Residential District) Aushalia • Belgium • Indonesia • Kenya • New Zealand . Papua New Guinea United Arab Emirates • United Kir�gdom • United States • Opera6ons in 60 Countries Page 2 January,l9,2012 Tigard High School-Minor Modification to Track and Field �� Cardno WRG Shaping the Wture CITY OF TIGARD ZONING AND DEVELOPMENT ORDINANCE The following Tigard Municipal Code sections are relevant to the proposed minor modification to the existing Tualatin High School track and field. Responses follow each code section. 18.330 CONDITIONAL USE 18.330:020 APPROVAL PROCESS C. Minor modification'of approved or existing conditional use. 1. Any modification which is not within the description of a major modification as provided in Subsection B above shall be considered a minor modification. 2. An applicant may request approval of a minot modification by means of a Type I procedure,.as regulated by Section 18.390.030, using approval criteria in Subsection C.3 below. 3. A minor modification shall be approved, approved with conditions,,or denied following the Director's review based on the findings that: a. The proposed development is in compliance with all applicable requirements of this title; and b.The modification is not a major modification as defined in Subsection A above. Response: The proposed modification to the existing athletic facilities and parking area do not � � � meet the criterion listed under Subsection A or Subsection B for major modifications. Therefore, the modification would be considered a minor modification and processed by means of a Type I procedure. This narrative addresses all relevant sections of the Tualatin Municipal Code—all proposed modifications are in compliance with code requirements. This project is seeking the Director's review and approval for the minor modification. 18.330.030 APPROVAL STANDARDS AND CONDITIONS OF APPROVAL A. Approval standards. The Hearings �cer shall approve, approve with conditions, or deny an application for a conditional use or to enlarge or alter a conditional use based on fndings of fact with respect to each of the following criteria: 1.The site size and dimensions provide adequate area for the needs of the proposed use; 2.The impacts of the proposed use of the site can be accommodated considering size, shape, location,topography, and natural features; 3. All required public facilities have adequate capacity to serve the proposal; 4. The applicable requirements of the zoning district are met except as modified by this chapter; 5. The applicable requirements of 18.330.050; and 6. The supplementary requirements set forth in other chapters of this code including but not limited to Chapter 18.780, Signs, and Chapter 18.360, Site Development Review, if applicable, are met. Response: As the proposed modification to the existing athletic facilities and parking area is � � minor, the project is su6ject to review and approval by the Planning Director, not the Hearings Officer. The existing use of the athletic facilities and parking area will not change. The proposed modifications will enhance the existing athletic facilities and parking area by replacing the existing paving, adding new striping for vehicle parking, replacement of the existing track surFace, and new concrete paving adjacent to field athletic facilities. In addition, the applicant is�proposing additional Page 3 January 19,2012 Tigard High School-Minor Modification to Track and Field �� Cardno WRG Shaping the Fuh�re catch basins.and the construction of a new water quality facility to accommodate the new parking area. That facility will be located directly adjacent to the existing parking area to the west of the parking lot. These features all consider the size and impact of the athletic facility and parking area and fherefore meet the code requirements outlined above. The additional developmenf standards in 18.330.050 and supplementary requirements are not applicable to this project. 18.390 DECISION-MAKING PROCEDURES 18.390.020 Description of Decision-Making Procedures A. General. All development permit applications shall be decided by using one of the following procedure types.The procedure type assigned to each action govems the decision-making process for that permit; except to the extent otherwise required by applicable state or federal law:The Director shall be responsible for assigning specific procedure types to individual permit or action requests, as requested. Special altemative decision-making procedures have been developed by the City in accordance with existing state law, and are codified in Section 18.390.070. B.Types defined. There are four types of decision-making procedures, as follows; 1.Type I Procedure. Type I procedures apply to ministerial permits and actions containing clear and objective approval criteria.Type I actions are decided by the Director without public notice and without a public hearing. 2. Type II Procedure.Type II procedures apply to quasi-judicial permits and actions that contain some discretionary criteria. Type II actions are decided by the Director with public notice and an opportunity for a hearing. If any party with standing appeals a Directo�'s Type II decision,the appeal of such decision will be heard by the Hearings Officer. 3, Type III Procedure.Type III procedures apply to quasiyudicial permits and actions that predominantly contain discretionary approval criteria.Type III actions are decided by the Hearings Office(Type III-HO),the Planning Commission (Type III-PC), or Design Review Board (Type III-C)with appeals to or review by the City Council. 4.Type IV Procedure, Type IV procedures apply to legislative matters.Legislative matters involve the creation, revision;or large-scale implementation of public policy: Type IV matters are considered initially by the Planning Commission with final decisions made by the City Council. Resnonse: Based on"input received during the Pre-Application conference and the definition of � minor modifcation contained in the code, this development will be processed as a Type I application. As stated above, Type I actions are decided by the Director without public notice and without a public hearing. 18.390.030 TYPE I PROCEDURE A. Preapplication conference. A preapplication conference is not required for a Type I action. B. Application requirements. 1. Application forms.Type I applications shall be made on forms provided by the Director as proyided by Section 18.390.080.E.1. 2, Application requirements. Type-I applications shall: a. Include the information requested on the application form; b.Address the relevant criteria in sufficient detail for review and action; and c. Be accompanied by the required fee. C. Administrative decision requirements. The Director's decision shall address all of the = relevant approval criteria: Based on the criteria and the facts contained within the Page 4 January 19,2012 Tigard High School-Minor Modfication to Track and Field �� rs�/'[�/70 WRG Shaping the Fu�re record,the Director shall approve, approve with conditions or deny the requested permit or action. D. Final decision. The Director's decision is final for purposes of appeal on the date it'is mailed or otherwise provided to the applicant, whichever occurs first.The Director's decision is not appealable locally, and is the final decision of the City. E. Section not used. Decision-Making Procedures 18.390-5 Code Update: 03/10 F. Section not used. G. Effective date. The Director's decision is effective on the day after it is fnal. Res onse: As stated above, this project will be processed as a Type I applicatiorr. .A Pre= � Application meeting was already held, although not required. This narrative and' enclosed application will be submitted to the City for Director's review and approval. The applicant is aware of the final decision and effective dates. 18.510 RESIDENTIAL ZONING DISTRICTS 18.510.010 PURPOSE A. Preserve neighborhood livability. One of the major purpose§of the regulations goveming development in residential zoning districts is to protect the livability of existing and future residential neighborhoods, by encouraging primarily residential development with compatible nonre"sidential development—schools, chucches, parks and recreation facilities, day care centers, neighborhood commercial uses and other services—at appropriate locations and at an appropriate scale. Response: The existing athletic facilities and parking area fall under the"compatible � � � nonresidential development"definition and therefore meet the purpose and intent of the residential zoning district. Also;there will be no change to the existing use(s) which are assumed to be of appropriate scale and location if the school district is appointing district money to improve the existing facilities. 18.510.020 LIST OF ZONING DISTRICTS D. R-4.5: Low-Density Residential District.The R-4.5 zoning district is designed to accommodate detached single-family homes with or without accessory residential units af a minimum lot size of 7,500 square feet. Duplexes and attached single-family units are permitted conditionally. Some civic and institutional uses are also permitted conditionally: Resaonse: According to the Use Table 18.510.1 that accompanies the zoning district � designations, `schools°are subject to a conditional use with limitations on school bus parking adjacent to residences. This application is seeking a minor modification to an existing Conditional Use, as the original approval for the school.facility.and accompanjring facilities(fields, parking, etc.)was processed and approved as a ConditionaL Use. According to the R-4.5 definition, "some civic and institutional uses are also permitted conditionall�'. Therefore, the school use is an approved use within this zone. 18.510.050 DEVELOPMENT STANDARDS A. Compliance required: All development must comply with: 1. All of the applicable development standards contained in the underlying zoning district, except where the applicant has obtained variances or adjustments in accordance with Chapters 18.370; 2. All other applicable standards and requirements contained in this title. Page 5 January 19,2012 Tigard,Hgh School-Minor Modification to Track and Field � � G'a/'C�/70 WRG Shaping the Future B. Development standards. Development standards in residential zoning districts are contained in Table 18.510.2. TABLE 18.510.2 DEVELOPMENT STANDARDS IN R-4'.5 RESIDENTIAL ZONES STANDARD Minimum Lot Size 7,500 sq.ft. -Detached unit 10,000 sq.ft. -Duplexes -Attached unit 1 Average Minimum Lot Width 50 ft. -Detached unit lots 90 ft. -Duplex lots -Attached unit lots Maximum Lot Coverage - Minimum Setbacks 20 ft. -Front yard 15 ft. -Side facing street on 5 ft. corner�through lots 15 ft. -Side yard 20 ft. -Rear yard -Side or rear yard abutting,more restrictive zoning district -Distance between property line and front of ara e Maximum Hei ht 30 ft. Minimum Landsca e Re uirement - Resaonse: According to the City-issued Pre-Application notes, the required zoning district � � dimensional requirements are as follows: Setbacks: Front Yard: 30 ft Comer and Through Lots:20 ft Side Yard Not Facing a Street: 20 ft Rear Yard: 0 ft Maximum Building Height: 30 ft Maximum Site Coverage: n/a The front yard and corner and through lot dimensional requirements provided in the Pre-App meeting notes vary from the code requirements. The side yard, rear yard,, and maximum building height,do matcli the municipal code requirements. There are no existing or propo"sed structures within the requirecJ.sefbacks. 18:705 ACCESS,EGRESS,AND CIRCULATION 18'.705.030.F Required walkway location. On-site pedestrian walkways shall comply with the following standards: , 1.Walkways shall extend from the ground floor entrances or from the ground floor landing of stairs, ram,ps, or elevators of all commercial, institutional, and . industrial uses,to the streets which provide the required access and egress. Walkways shall provide convenient connections between buildings in multi- Page 6 January 19,2012 Tigard High School-Minor Modification to Track and Field � G Car-dno WRG Shaping the Future building commercial, institutional, and industrial complexes. Unless impractical, walkways shall be constructed between new and existing developments and neighboring developments; 3.Wherever required walkways cross vehicle access driveways or parking I'ots, such crossings shall be designed and located for pedestrian safety. Required walkways shall be physically separated from motor vehicle tra�c and parking by either a minimum six-inch vertical separation(curbed)or a minimum three-foot horizontal separation, except that pedestrian crossings of traffic.aisles are permitted for distances no greater than 36 feet if appropriate landscaping, pavementmarkings, orcontrasting pavement.materials are used.Walkways shall be a minimum of four feet in width, exclusive of vehicle overhangs and obstructions such as.mailboxes, benches, bicycle racks, and sign posts, and shall be in compliance with ADA standards; 4. Required walkways shall be paved with hard surfaced materials such as concrete,asphalt, stone, brick, other pervious paving surfaces, etc. Any. pervious paving surface must be designed and maintained to remain well- drained.Walkways may be required to be lighted and/or signed as needed for safety purposes. Soft-surfaced public use pathways may be provided only if such pathways are provided in addition to required pathways. Response: Pedestrian walkways and connectivity through the parking area will be provided by � the existing hardscape pathways located into and through the school facility to the north of the parking lot. These sidewalks provide safe pedestrian access from the parking area to school buildings, as well as convenient connections between - buildings. Access to the athletic facilities is provided from the parking area down to the existing track via a paved path located just west of the track oval. Attached with - this application is an ADA distribution plan to illustrate access and circulation. � 18.745 LANDSCAPING AND SCREENING 18.745.020 APPLICABILITY A. Applicability.The provisions.of this chapter shall apply to all development including the construction of new structures, remodeling of existing structures where the landscaping is nonconforming (Section 18.760:040.C), and to a change of use which results in the need for increased on-site parking or loading requirements or which changes the access requirements. B'.When site development review does not apply. Where the provisions of Chapter 18.360, Site Development Review, do not apply,the Director shall approve, approve with conditions, or deny a plan submitted under the provisions of this chapter by means of a Type I procedure, as governed by Section 18.390.030, using the applicable standards in this cHapter. C.Site"plan requirements.The applicant shall submit a site plan.The Director shal( p�oVide.the applicant with detailed information about.this submission requirement. � Resaonse: This project is not subject to site development review. Therefore, the provisions outlined in 18.745.020.B. do apply and the landscape requirements will be reviewed for approval by the Director, using the applicable standards in this chapter. A site. plan is included with this application addressing all pertinent landscape and screening sections: Page 7 January 19,2012 Tigard High School-Minor Modifiption to Track and Field �� Car-dno WRG Shaping the Whire 18.745.040 STREET TREES A. Protection of existing vegetation. All development projects fronting on a public street, private street or a private driveway more than 100 feet in length approved after the adoption of this title shall be required to plant street trees in accordance with the standards irr Section 18.745.040.C. Resqonse: The existing vehicle access driveway located to the north and west of the athletic facilities would be defined neither as a public sYreet, private street, nor a private driveway: As such, no street trees are proposed along the drive aisle, There are(6) new trees shown on the site plan, located as a part of the parking area landscaping. 18.745.050 BUFFERING AND SCREENING E. Screening: special provisions. 1. Screening and landscaping of parking and loading areas: a. Screening of parking and loading areas is required.The specifications for this screening are as follows: (1) Landscaped parking areas shall include special design features which effectively screen the parking lot areas from view.These design features may include the use of landscaped berms, decorative walls and raised planters; (2) Landscape planters may be used to define or screen the appearance of off-street parking areas from the public right-of-way; (3) Materials to be installed should'achieve a balance between low lying and yertical shrubbe_ry and trees; (4)Trees shall be planted in landscaped islands in all parking areas, and shall be equ_ally distributed and on the basis of one tree for each seven parlcing spaces in order to provide a canopy effect; and (5)The m_inimum dimension of the landscape islands shall be three feet and the landscaping.shall be protected from vehicular damage by some form of wheel guard or curb. Resqonse: Proposed updates to the parking area include repaving, striping, and trees planted in � � landscape islands on the basis of one tree for every seven parking spaces. There are 26 proposed parking spaces and 4 landscape islands with trees. Groundcoyer is also provided within the islands. The dimensions of the landscape islands are shown on the site plan—all islands are greater than three feet. 18.755 MIXED SOLID WASTE AND RECYCLABLE STORAGE 18.755.050 LOCATION,DESIGN AND ACCESS STANDARDS FOR.STORAGE AREAS D. Access standards. 1. Access to storage areas can be limited for§ecurity reasons. However,the storage area shall be accessible to users at convenient times of the day; and to collection service personnel on the day and approximate time they are scheduled to provide collection service; 2. Storage areas shall be designed to be easily accessible to collection trucks and equipment, considering paving,grade and vehicle access.,A minimum of'10 feet horizontal clearance and eight feet of vertical clearance is required'if the sforage area is covered; 3. Storage areas shall be accessible to collection vehicles without requiring backing out of a driveway onto a public street. If only a single access point is available to Page 8 January 19,2012 Tigard High School-Minor Modifiqfion to Track and Field �� Cardno WRG Shaping the FuWre the storage area, adequate turning radius shall be provided to allow collection vehicles to safety exit the site in a,forward motion. Response: A,copy of the site plan has been submitted to Pride Disposal, the franchise hauler for � this area. Pride Disposal reviewed the site plan and determined no impacts to the existing storage area location. All storage areas are locat_ed in other areas of the. school facility. Therefore, the proposed changes are compatible and no further coordination is necessary. 18.765 OFF-STREET PARKING AND LOADING REQUIREMENTS , . .. FIGURE 18.7651 ... • OFF-S'TREET SURFACE PARKNG�IATRIX ... ._... .:.. .. .... . : ... -... R ' d S ace and Aisle Dimeasions in Feet _._._, .. ......- -- - ..- . . . . COMPACT - _ . . STAIVDARD , , A . . . .B._....:. _.G.. . D. . .. E _. F. _ .. G. . . B .. C.. .-- D --... E .. . E . .. G. . 7_SO 15.5 13.0 10_61 44.0 2.0 8.5 17.5 13.0 12.0 48.0 2.0 7.75 15.5 12.0 10.96 43.0 2.0 9.0 17.5 12.0 12.7 472 2_0 45° 7_75 15.5 11.0 10_96 42.0 2.0 9.5 17.5 11.0 13.4 46.0 ZO 8.00 I5.5 11.0 11.32 42.0 2.0 10.0 17.5 11:0 14.1 46.0 2.0 7.50 17.0 18.0 8.62 48.0 2.5 8.5 19.0 18.0 9.80 56.0 2.5 7.75 17.0 16.0 9.01 46.0 2.5 9.0 19.0 16.0 10.4 54.0 2.5 6�° 7.75 17.0 15.0 9.01 54.0 2.5 9.5 19.0 15.0 11.0 53.0 2.5 8.00 17.0 14.0 9.20 44.0 2.5 10:0 19.0 14.0 11.6 52.0 2.5 7.50 17.5 25.5 7.73 60.5 2.5 8.5 19.5 25.5 8.80 64.0 2.5 7.75 17.5 23.0 7.99 58.0 ?_5 9.0 19.5 23.0 930 62.0 2.5 75� 7.75 17_5 22_0 7.99 57_0 2.5 9.5 19.5 22_0 9.80 61.0 2.5 8.00 17.5 21_0 8.25 56.0 2.5 10:0 19.5 21.0 103 60.0 2_5 7.50 16_5 28_0 �.50 61.0 3.0 8.5 18.5 28.0 8.50 65.0 3.0 7.75 16.5 26_0 7_75 60.0 3.0 9.0 18.5 26.0 9.00 63.0 3.0 90° 7.75 16.5 25_0 7.75 59.0 3.0 9.5 18.5 25.0 9.50 62.0 3.0 8.00 16.5 24.0 8.00 58.0 3.Q 10.Q 18.5 24.0 10.0 61.0 3.0. Stall width dimensions may be distributed as follows: 50%standard spaces,50% compact spaces.All compact spaces shall be labeled as such A �► Parking Angle e B Stull Width E � C Stall Depth(no bumper overhang) � F o D Aisle Width Behveen Stall Liaes(� 1 `T E Stall�1/idth Parallel to Aisle c� F Module Width(no bumper overhana,� G Bumper Overhaug G . Response: There are a total of 26 off-street parking spaces provided as a part of the proposed, � � repaving and restriping of the parking area. 23 of the spaces are of standard parking stall dimension, assuming a 3-foot bumper overhang. Those spaces are labeled on the site,plan, showing an 8.5' stall width or greater and a 15.5' stall depth, plus the 3' overhang: There are 2 spaces dimensioned 8.5'x 18.5', while the final parking space is an 8:0'x 20.0' parallel space provideci alongside the building located on the Page 9 January 19;2012 Tigard High School-Minor Modifiption to Track and Field �� Cardno WRG Shaping die Wbure eastern portion of the site plan. The drive aisle widths proyided throughout the parking area exceed the minimum dimensional reguirements., As noted on the site plan, the spaces providing a greater stall width feature a drive aisle 24' or greater, while the standard 8:5'x"18:5' stalls have a drive aisle of 28'or greater. 18,765.030 GENERAL PROVISIONS G.DISABLED-ACCESSIBLE PARKING All parking areas shall be provided with the required number of parking spaces for disabled persons as specified by the State Building Code and federal standards. $uch parking spaces shall be sized, signed and marked as required by these regulations. Response: The parking configuration for the overall Tigard High School includes 580 total � - parking stalls and 14 existing ADA parking spaces. City of Tigard code requires that two percent of all parking over 500 spaces provide for ADA parking. Therefore, 12 spaces are required. The ADA parking,minimum is met. These spaces are shown in the ADA Distribution Plan graphic provided with this application. The ADA spaces are distri6uted proportionally across the school grounds to allow for safe access. 18.775 SENSITIVE LANDS 18.775.030 ADMINISTRATIVE PROVISIONS A.Interagency coordination.The appropriate approval authority shall review all sensitive lands permit applicallons to determine that all necessary permits shall be obtained from those federal, state,or local governmenfal agencies from which prior approval is also required. 1. As governed by CWS"Design and ConstrucNon Standards,"the necessary permits for all"development,"as defined in Section 18.775.020.A above,shall include a CWS Service.Provider Letter;which specifies the conditions and requirements necessary,if any,for an applicant to comply with CWS water quality protecNon standards and forthe Agency to issue a Stormwater CouuecNon Permit. Resaonse: The proposed minor modification of the existing parking and athletic facilities does � �� constitute"developmenY'as defined in Section 18.775.020.A. The applicant has requested and obtained a letter stating a CWS Service Provider Letter is not required prior to the submittal of this land use application. The,CWS letter is provided with this application for reference. 18.790 TREE REMOVAL 18.790.030 TREE PLAN REQUIREMENT A.Tree plan required.A tree plan for the planting,removal and protecNon of trees prepared by a certified arborist shall be provided for any lot,parcel or combinallon of lots or parcels for wWch a development appGcation for a subdivision,partitiou,site development review, planned development or condiNonal use is filed.Protecdon is preferred over remoyal wherever possible. Response; The applicant is aware of the tree plan provision. However, as this application is a � minor modification of an existing conditional use and only triggers a Type I review and approval, a tree plan is not required. Based on the site plan and proposed construction impacts, the�e are no foreseen impacts to the existing trees. There are Page 10 January 19,2012 Tigard Hgh School-,Minor Modfication to Track and Field �� Ca�olno WRG Shaping the FuWre 4 proposed trees to be planted within landscape islands in the parking area. Those tree I'ocations are shown on the site plan. C. Subsequent tree removal.Trees.removed within th"e period of one year prior to:a development application Gsted above will be inventoried as part of the tree plan above and will be replaced according to Section 18.790.060D. Response: The applicant is aware of the tree remov.al condition. Based on,the site plan and intended scope of work, there are no trees within an area of proposed construction. If a tree is removed within the one year timeframe; that tree will be inventoried, included in a tree plan anci replaced according to 18.790.060.D. As demonstrated by the responses provided above and the associated engineering plan set, the applicant does meet all Tigard development code criteria applicable to this proposed Type I Minor Modification. Also, based on input received by Clean Water Services and the summary memo provided in this application, the design of the storm conveyance system does provide adequate. capacity to serve the site. As such, the applicant is requesting a streamlined project review and approval. + R REC�IVED FEB 0 2 2012 MEMORANDUM CITY OF TIGARD �� •�A0 PlANNING/ENGINEERING WRG snaping�ne Fuaus To: Agustin P. Duenas P.E., City of Tigard 5415 SW Westgate Drive From: Darko Simic suite�oo Water Resources Portland,Oregon 9�22t usn Date: February 1, 2012 Phone (503)419�2500 Project: Tigard High School Fax (503)419-2600 CardnoW RG#: 211966900 Re: Water Quality Analysis www.cardnowrg.com This memo will describe the findings of the Tigard High School water quality analysis. The school is located at 9000 Southwest Durham Road,Tigard, Oregon 97224. Proiect Overview The proposed project will perform maintenance on an existing athletic field and gravel parking lot. New impervious area will be a new bleacher pad, athletic pads, and field D-zones.Table 1 lists the area impacted by this project. Developm�nt Area Pervious area to b�pav�d(ft2) Gravel area to be paved(it�) 22,700 10,200 Table 1—Area Table One fifth of the site has a hydrologic soil group of D and the remaining area has a hydrologic soil group of C. The selected previous curve number of 79—Open space in Fair Conditions and curve number of 89—Gravel were selected for this analysis. Water Qualitv Water quality treatment for the Tigard High School will be provided by a LIDA swale and StormFilter catch basins. Maintenance work, paving the existing gravel parking lot, and the existing road will be treated within the proposed swale. All other developed impervious areas will be treated by StormFilter catch basins. The proposed additional bleacher and small athletic pads area (4050 ft2) will be accounted for by treating the undisturbed road (2750 ftz) and existing track surface within the D-zones (3,590 ftz). Additional a portion of the existing track surface will be treated within the proposed StormFilter catch basins located within the D-zones. Clean Water Services requires the treatment of 0.36"of rainfall over a 4-hour period with a retum period of 96-hours. The estimated water quality flows and required number of StormFilters are listed in Table 2. Australia • Belgium • Indonesia • Kenya • New Zealand • Papua New Guinea United Arab Emirates • United Kingdan • United Shates • Operabons in 60 Countries � �9 P�e2 February 1,2012 `� �:c�i/'[�/70 WRG Shaping the Wture Water 61uaUty Flows Facility Basin draining Impervlous Area to be WQ Flow Rate Required number of to Facility Treated (R) (cfs) stormfllters Filter Catch Basin#1 1 10,672 0.02 1 Filter Catch Basin#2 2 11,282 0.02 1 Filter Catch Basin#3 5 16,988 0.04 2 Filter Catch Basin#4 6 11,326 0.02 1 Parking lot A 7 7,405 0.02 Swale Filter Catch Basin#5 8 2,614 0.01 1 Table 2—Water Quality Flow Rate Basins 3 and 4 runoff is collected within soccer field drainage system. Basin 9 runoff is directed towards an existing manhole located within proposed parking lot, between the existing buildings. Table 3 shows the LIDA swale design for treatment of parking area. A sizing factor of 0.06 was used in establishing required swale area. Swale Deslgn Impervlous Area Impervious Area to Requlred Swale Swale Area Provided requiring Treatment(ft�) be Treated,(ftZ) Area(ft2) (ft�) 7,431 10,197 612 680 Table 3—Swale Design Downstream Analvsis This dowristream analysis is based on the current CWS code requiring projects of 5,280 ft2 or more of impervious surface to: 1) PerForm an analysis downstream extending to a point in the drainage system where the additional flow from the proposed development site constitutes 10 percent or less of the total tributary drainage flow. 2) If the additional flow from the proposed development drops to less than 10 percent of the total tributary drainage flow then the analysis will continue for the lesser of: a. One-quarter mile or: b. Until the additional flow constitutes less than 5 percent of the total tributary drainage flow. Upstream Basin The upstream basin for this analysis is the southem school building, parking, and athletic track area (See attachment: Site plan and Basin Delineation). The existing site grades will not be changed. The pre-developed site is 51% impervious with approximately 12,500 ft2 of impervious gravel area. The post-developed site is 57% impervious. Table 4 summarizes the pre-developed conditions at the Tigard High School track-field conditions. P�e3 February 1,2012 �� Car�/no WRG Shaping the Future Upstream Basln Area Pre-Developed Post-Developed CN Vatue Area(ac) CN Value Area(ac) 79 3.63 79 3.07 89 0.28 89 0.00 98 3.52 98 4.36 Total Area,ac 7•43 Total Area,ac 7.� Table 4—Upstream Area Table Flow Analysis A comparison between pre-developed and post-developed flows is shown below in Table 5. Peak Flows Event Pre-Developed Flow Post-Developed Flow (cfs) (cfs) 25 s.oa � s.a� 100 8.07 6:32 Table 5—Peak Flows The total flow generated from the site is 5.02 cfs with an increase of 0.25 cfs in post-developed conditions. CWS states that once additional flow drops below 10% of the total tributary flow the study must continue downstream '/ mile or until the additional flow makes up less than 5% of the total tributary flow. Downstream Conveyance A review of the downstream system and as shown on the CWS Storm Map 4720 shows a 15° pipe conveyance system to a final outFall south of SW Waverly Drive. The pipe conveyance system is approximately 750 feet collecting stormwater runoff from Tigard High School and two catch basins located within SW Waverly Drive. A minimum slope of 0.6% is needed to convey upstream flows. Conclusion CWS states the design of the storm conveyance system shall provide a minimum 1 foot freeboard between the hydraulic grade line and the top of the structure or finish grade above pipe for 25-year post development peak rate of flow. It is anticipated the pipe conveyance system has capacity and provides a minimum freeboard of 1 foot. Attachment: Site Plan and Basin Delineation . Pre-Developed Basin Area Post-Developed Basin Area e � Basin Pervious Impervious Total Basin Pervious Impervious Total Draining to � � 1 0.13 0.13 0.26 1 0.02 0.25 0.26 Filter CB ql � e� � 2 0.14 0.13 0.27 2 0.01 0.26 0.27 Filter CB i12 g� 3 1.72 0.58 2.30 3 1.70 0.60 230 Turf Field o�� 4 031 0.09 0.40 4 0.24 0.16 0.40 Turf Field 5 0.27 0.31 0.58 5 0.19 0.39 0.58 Filter CB t13 �"�� 6 0.11 0.17 0.28 6 0.02 0.26 0.28 Filter CB q4 � 7 0.00 0.28 0.28 7 0.00 0.28 0.28 LIDA Swale 8 0.10 0.00 0.10 8 0.04 0.06 0.10 Filter CB 7►5 9 0.85 2.11 2.96 EX Storm Total 3.63 3.80 7.43 9 0.85 2.11 2.96 Network Total 3.07 4.36 7.43 � z � . o a W J Z TIGARD HIGH SCHOOL � w = � n aea.aa / � U N z `�'p /I<� Z Cl� � � � N 2 p a � Q � o 0 � m = � = N Z � � � � Z (� � `& ( q F �.�� f a 0 0 � 9 � � N �- 4� o � ` f So so O � \5� 8`� . Q f �m„\ � o 01 � �a `� 3 � �', 1� _ � . ii � _ , 2 � _ � o � � f ° ° � 1�mM � � � =7 SCALE.• 1"=100' � \ '�„��. � � Z �,;_'.,'';�,;,,�. - 100 50 0 100 � w ~ 0000 000 00 O �� O � O ^ O�� 11 a ° �' _ a p m w r � MEMORANDUM �� Cc'7/'C�/70 WRG Shaping d�e FuWre To: John Floyd-City of Tigard Community Development Department 5415 SW Wes�qate Drive Suite 100 From: Thatch Moyle Portland,oregoo s�22� USA Date: February 2, 2012 (updated 2/6/2012) Phone (503�419-2500 Project: Tigard High School-Minor Modification to Track and Field Fa� (503)419-2600 Re: Notice of Incomplete Application-MMD2012-00001 www.cardnowrg.com Please accept this letter as a response to the City issued Notice of Incomplete Application Submittal- MMD2012-0001. The following issues were addressed and updates were provided on the attached plan set. See responses below as supporting evidence for the changes reflected on the plan set. INCOMPLETENESS ITEMS AND RESPONSES 1. Proposed parking stalls within the "Altemate Parking Area" (Sheet C-100)do not comply with minimum dimensional standards. Tigard Development Code Figure 18.765.1 requires a 28-foot minimum drive aisle for standard stalls with a width of 8.5 feet. You may wish to explore the use of compact parking standards within the "Alternate Parking Area" as an adjustment is not available for minimum dimensional standards. Please revise or remove this parking area from the project. Response: The "Alternate Parking Area" shown no Sheet C-100 has been updated to provide the 28-foot minimum drive aisle. The additional aisle spacing was captured by bumping the parking stalls closer to the building, while still providing enough clearance for setback and the 3-foot curb overhang. Therefore, we are providing standard parking stalls with a 3-foot overhang and a 28-foot drive aisle. 2. Please include additional infortnation regarding the project's compliance with minimum and maximum parking standards. Tigard Development Code Table 18.765.2 requires a minimum of 1.0 stalls per 5 students/staff, and a maximum of 1.0 stalls per 3.3 students/staff(equivalent to 1.5 stalls per 5 students/staf�. Information regarding the number of students and staff was not found in the application materials. Resaonse: As shown on the site plan, there are currently 451 on-site parking stalls and 129 on- street parking stalls along SW 92"d Avenue. There are a total of 580 parking stalls provided for both student and staff parking, along with 14 ADA compliant stalls. With the addition of 26 stalls in the newly configured parking area, there are a total of 606 stalls. Based on information provided by TTSD, there are 2004 students and 104 staff on an average school day at peak attendance. Taking the combined total of 2,108 students and staff divided by the 606 parking spaces, we arrive at 3.48 students/staff per stall. Put more simply, the minimum number of parking stalls required by code is 422 (2,108 divided by 5 students/staff), while the maximum allowed by code is 639 stalls (2,108 divided by 3.3 studentslstaff). With 606 proposed stalls, the parking count falls within the minimum and maximum code provision. This requirement is met. Australia • Belgium • Indonesia • Kenya • New Zealand • Papua New Guinea United Arab Emirates • United Kingdom • United States • Operations in 60 Countries , Page 2 February 2,2012 Tigard High School-Minor Modification to Track and Field �� t"L�/70 WRG Shaping dre Future 3. Please clarify parking space calculations on Sheet C-200. It is unclear if this is the number of spaces existing or proposed. Resaonse: The parking space summary on Sheet C-200 has been updated to include both an existing and proposed parking stall breakdown. The summary also includes a summary of the ADA compliant stalls. 4. Please specify the species of the proposed parking lot trees,which should be large stature and broad spreading (40'minimum canopy spread at maturity). If you have questions regarding this requirement, please contact city arborist Todd Prager at 503- 718-2700. Response: Based on input received from City Arborist Todd Prager, we have proposed Zelkova serrata. The Zelkova should serve the site well, as they have been planted at other school sites in the area and their spread will capture the required 40' minimum canopy spread at maturity. Also, the Zelkova features small leaves to minimize maintenance for the stormwater and track facilities. 5. Please provide all information requested by the Development Engineering Department (see Attachment"1"). Questions regarding these requirements should be addressed to Development Engineer Gus Duanes at 503-718-2470. Resaonse: Our Stormwater Engineer has updated the plans to include numbered catch basins that correlate to the water quality analysis performed. Also, a standard detail sheet has been included with the plan set to address the catch basins and swale. , Land U.se Application ° COMPLETENESS REVIEW REQUEST . � TO: 'I'odd Prager RETURN TO: John Floyd DATE SENT: �anuary 20, 2012 DATE DUE: January 27, 2012 PROJECT NAME: Tigard HS T'rack CASE NUMBER: 1�11�1D2012-00001 PROJECT ADDRESS: 9000 SW Durham PROJECT DESCRIPTION: Minor Modification to perform site improvements in the vicinity of thc 1'rack. Project Planner Notes: Complete? '[�Yes No Comments below or Sec Att�ichcd i:\curpin\masters\completeness review request.docx Tigard HS Track, Minor Modification Com leteness Item Met Not Met N/A Comments 18.745.040: X City street tree standards are met, Street Trees however, ODOT approval is required in ODOT ROW. 18.745.050: X -Parking lot tree species should be lazge Buffering and stature and broad spreading (40' min. Screening canopy) at maturity. Specify in final lan set. 18.790.030: X A tree plan has not been provided and is Tree Plan required for SDRs per 18.790.030.A. Re uirement 18.790.050: X Permit Applicability Todd Prager Associate Planner/Arborist January 25, 2012 I PUBL/C FAC/L/TY PLAN Project: MMD2012-00001 Tiqard HS COMPLETENESS CHECKL/ST Date: Janua►v 24, 2012 GRADING ❑ Existin and ro osed contours shown. ❑ Are there radin im acts on ad'acent arcels? ❑ Ad'acent arcel rades shown. ❑ Geotech stud submitted? STREETISSUES ❑ Ri ht-of-wa clearl shown. ❑ Centerline of street s clearl shown. ❑ Street name s shown. ❑ Existin / ro osed curb or ed e of avement shown. ❑ Street rofiles shown. ❑ Future Street Plan: Must show street profiles, topo on ad'acent arcel s , etc. ❑ Traffic Im act and/or Access Re ort ❑ Street rades com liant? ❑ Street/ROW widths dimensioned and a ro riate? ❑ Private Streets? Less than 6 lots and width a ro riate? ❑ Other: SANITARY SEWER ISSUES ❑ Existin / ro osed lines shown. ❑ Stubs to ad'acent arcels re uired/shown? WATER ISSUES ❑ Existin / ro osed lines w/ sizes noted? ❑ Existin / ro osed fire h drants shown? ❑ Pro osed meter location and size shown? ❑ Pro osed fire rotection s stem shown? STORM DRAINAGE AND WATER QUALITY ISSUES � Existing/proposed lines shown? A PFI permit is required for the water quality facilities. Link the proposed storm filter catch basins on the plan to the water quality analysis performed. Number the catch basins to correspond fo the tab/es in the analysis. Need more detailed and coordinated plans for the submitta/fo obtain a PFI ermit for the water ualit facilities.. ❑ Preliminary sizing calcs for water quality/detention rovided? � Water quality/detention facility shown on plans? Show the details for the storm filter CB's and the LIDA swa/e. Show a table on the drawing identifying the CB's and the number of�Iters for each. The a licafion for the PFl ermit REVISED: 01/24/12 will re uire that leve/of detail. ❑ Area for facilit match re uirements from calcs? ❑ Facilit shown outside an wetland buffer? ❑ Storm stubs to ad'acent arcels re uired/shown? The submittal is hereby deemed � COMPLETE ❑ INCOMPLETE By: � r � b�b-s'—+��_ Date: Januarv 24, 2012 REVISED: 01/24/12 „ Land Use Application ° COMPLETENESS REVIEW REQUEST � � . TO: Todd Prager RETURN TO: John Floyd DATE SENT: February 6, 2012 DATE DUE: February 10, 2012 PROJECT NAME: Tigard HS Track CASE NUMBER: MMD2012-00001 PROJECT ADDRESS: 9000 SW Durham PROJECT DESCRIPTION: Minor Modificarion to perform site improvements in the vicinity of the Track. Project Planner Notes: � Complete? Yes ❑ No Comments below or ❑ See Attached i:\curpin\masters\completeness review request.docx . Land U.se Application ° COMPLETENESS REVIEW REQUEST � � . TO: Gus Duenas RETURN TO: John Floyd DATE SENT: February 6, 2012 DATE DUE: February 10,2012 PROJECT NAME: Tigard HS Track CASE NUMBER: MMD2012-00001 PROJECT ADDRESS: 9000 SW Durham PROJECT DESCRIPTION: Minor Modification to perform site improvements in the vicinity of the Track. Project Planner Notes: Complete? Yes ❑ No Comments below or❑ See Attached i:\curpin\masters\completeness review request.docx (r `� . � , � � ' � January 30, 2012 City of�I'ig1I'd Thatch Moyle 5415 SW Westgate Drive, Suite 100 Pordand, OR 97221 RE: Notice of Incom�lete Ap�lication Submittal—MMD2012-00001 Dear Mr. Moyle: The City� has reviewed your application for site improvements on and near the Tigard High School track. Unfortunately we cannot approve youx application until the following revisions are made: 1. Proposed parking stalls within the "Alternate Parking Area" (Sheet C-100) do not comply with minimum dimensional standards. Tigard Development Code Figure 18.765.1 requires a 28-foot minimum drive aisle fox standard stalls with a width of 8.5 feet. You may wish to exploxe the use of compact parking standards within the "Alternate Parking Axea" as an adjustment is not available for minimum dimensional standards. Please revise or remove this parking area from the project. 2. Please include additional information regarding the project's compliance with minimum and maximum parking standards. Tigard Development Code Table 18.765.2 requires a minimum of 1.0 stalls per 5 students/staff, and a maacimum of 1.0 stalls per 3.3 students/staff(equivalent to 1.5 stalls per 5 students/staffl. Information regarding the number of students and staff was not found in the application materials. 3. Please clarify parking space calculations on Sheet C-200. It is unclear if this is the number of spaces e�sting or proposed. 4. Please specify the species of the proposed parking lot trees, which should be large stature and broad spreading (40' miniinum canopy spread at maturity). If you have questions regarding this requirement, please contact city arborist Todd Prager at 503- 718-2700. 5. Please provide all information requested by the De��elopment Engineering Department (see Attachment "1"). Questions regarding these requirements should be addressed to Development Engineer Gus Duanes at 503-718-2470. If these changes are not made, we cannot find your application consistent with approval criteria for a minor modificarion, and will be required to deny your proposal. If you have any questions about the abo�re comments, please contact me at (503) 718-2429 or j ohn fl@tigard-or.gov. 1 of 2 13125 SW Hall Blvd. � Tigard, Oregon 97223 • 503.639.4171 TTY Relay: 503.684.2772 • www.tigard-or.gov � I 7 ' Sincexely, I i1 � / John Floyd � Associate Planner I � Attachment: Public Facility Plan Completeness Checklist Qanuary 24, 2012) Cc: MMD 2012-00001 Land Use File i 2 of 2 � I �f ,, PUBLIC FACILITY PLAN Project: MMD2012-00001 Ti_aard HS COMPLETENESS CHECKLIST Date: Januarv 24. 2012 GRADING ❑ Existin and ro osed contours shown. ❑ Are there radin im acts on ad'acent arcels? ❑ Ad'acent arcel rades shown. ❑ Geotech stud submitted? STREETISSUES � ; ❑ Ri ht-of-wa clearl shown. ' ❑ Centerline of street s clearl shown. ❑ Street name s shown. ❑ Existin / ro osed curb or ed e of avement shown. ❑ Street rofiles shown. ❑ Future Street Plan: Must show street profiles, topo on ad'acent arcel s , etc. ❑ Traffic Im act and/or Access Re ort ❑ Street rades com liant? i ❑ Street/ROW widths dimensioned and a ro riate? ❑ Private Streets? Less than 6 lots and width a ro riate? ❑ Other: SANITARY SEWER ISSUES ❑ Existin / ro osed lines shown. ❑ Stubs to ad'acent arcels re uired/shown? WATER ISSUES � ❑ Existin / ro osed lines w/sizes noted? ❑ Existin / ro osed fire h drants shown? ❑ Pro osed meter location and size shown? ❑ Pro osed fire rotection s stem shown? STORM DRAINAGE AND WATER QUALITY ISSUES � Existing/proposed lines shown? A PFI permif is required for the wafer quality facilities. Link the proposed storm filter catch basins on fhe p/an to fhe water quality -- analysis performed. Number the catch basins to correspond to fhe tab/es in fhe analysis. Need more detailed and coordinated p/ans for the submitfa/to obtain a PF/ ermit for the water uali facilities.. ❑ Preliminary sizing calcs for water quality/detention rovided? � Water quality/detention facility shown on plans? Show the detai/s for the stornt filter CB's and the LIDA swa/e. Show a tab/e on the drawing identifying the CB's and the number of filters for each. The a lication for fhe PF/ ermif REVISED: 01/24/12 , �� will re uire that/eve/of detail. ❑ Area for facili match re uirements from calcs? ❑ Facili shown outside an wetland buffer? ❑ Storm stubs to ad'acent arcels re uired/shown? The submittal is hereby deemed � COMPLETE ❑ INCOMPLETE BY� �� P • ��_ Date: Januarv 24. 2012 REVISED: 01/24l12 o � � � TIGARD HIGH SCHOOL FACILITY IMPROVEMENTS �� e � PREPARED FOR: �� 8� � TIGARD-TUALATIN SCHOOL D1STR1CT �� "� � � . TlGARD, OREGON �� ` �� MINOR MODlFlCAT10N OF AN EXISTING CONDITIONAL USE (TYPE 1) J �� cn F--- Z W 7 ,� � � TIC,ARD H1GH SCHOOL � �- LLJ — TRACKAND FIELD FACILf71ES '- TIGARD HIGH � �*` = = "� T;= SCHOOL BUILDINGS O � " �s INDEX OF SHEETS -_ - �— _ `_ � - � C000 COVER SHEET --_ �` :-, _: . __ , , C001 EXISTING CONDITIONS PLAN I —�'_:::._... ._'_ ... _ , _�`> � U ��-_ — - C100 SITE PLAN — - ; — ' � ' C200 ADA DISTRIBUTION PLAN � t - � , � ' , _ ,. ... t _ r _..�, — �_ .> �cT ` > C300 GRADING AND STORM PLAN „_ �_tI__ _ ,Y.,,,;. ""r�" -_ -� U) ;- �ce�ran �� C400 STORM DETAILS • — r '�. '- - T ._. � r �"s�� ; r.., 3 � ` �aF'�"�_....�,.�r�.; \ � . � � ° ;:�: '� � O / � � �.: �� h � y , O O •wu�w 11� � �� .� x�{ , �y ��-:�: - _ � L_ � � i�` u �` ' � � 1 � _ � , , �� ,, _ � z } _,, _ � VICINIT}'MAP E�' ' �j (!� J Z AL �. N � '�� . . T S E 3.. -. � w Q � �L. . �,. � . . _ �.L � w ^� LJ �/� '�.'.�,'ll�'w'�a��'_ 5�,��,`.,.M14'i�` , _ y J Q � O ��... � _.....� ' 4 � � Q '�,.........� , ,. j �r •_�_aa.., ......._ __....._.— ......m .... ..... .. ... ._....:X... : �..� Q IJ.J Q � ^ � •_.: � . .. � Q _...... , -? -°} - _ cp .; , ;.. �U F— F- � SJTE MAP � A� � -60 RECEIVED � SITE INFORMATION VERTICAL DATUM FEB 0 2 2012 '��. SITE A��RESS. ELEY�TIpJS SMOYM ARE BASED UPON�LOCAL VERTICAL DhNM �� 9000$W DURHAIA ROAD AND ARE ASSU4ED. n��a�.��aN 9,Z2, CITY OF TIGAR '�. LOCATED IN SECTION 14,TONNSHIP 2 SWTFi,RANGE 1 ,�s,. pLANNINGIENGINEERING M1LUA/ETTE MERIDIAN,CITY OF TICARD.WASHINGTON CWNTY, CREGON ..,,,. . .._., . ......... ..,.... ..._... .... ..... - � TA%LO7 100 ATTENTION: OREGON LAW REWIRES YOU TO FOLLOw RUlES ~ ADOPTED 8° iHE OREGON UTiuTY NOTIFlCATION CENTER. Z - �� TMOSE RULES ARE SET FORTH IN OAR 952-001-0010 THRWGH W O/R 952-001-0090. YOU MAY OBTnIN COPIES OF ME RULES C BY CALLING THE CENTER. (N01E: THE iELEPHONE NUMBER � - FOR THE OREGON UiILITY NOTIFICATION CENTER IS � [�<-c I:':^:': (503) 232-1987). U O Dqawrv I aA. eF�.i,�.rED I.t. PROJECT TEAM ° "` `E° '"' Cl1tY.,GON U'I"It.:.l"7Y �� J ��,FC,� iz,�..,��. OWNER PROJECT MANAGER ARCHITECT CIVIL ENGINEER SURVEYOR GEOTECHNICAL ENGINEER `I4)`CtFtCll'IO:ti CF;"V"I'kR � '""""`� j g€n'•32-?:id4 '+�� COVER SHEET TIGARD-NALATIN SCNOOL DISTRICi HUBBARD ANO ASSOC�ATES DOWA-IBI GROUP CARDNO WFtG CARDNO WRG GEOCON NORiHWEST, INC. ��. ;i�tirr�R ATTN: PHILIP N£NTZ ATTN: NANCY HUBBARD ATTN: RENEE KROUPA AiTN' MP.TT LE'MS ATTN: ERIC LYNCH ATTN: ERIC LYNCH y ❑ 6960 Sw SANOBURG ST. PHONE: (503)819-�505 907 Sw STARK STREET 5415 SW WESTGATE�R. SUITE 100 5415 Sw wESTLAiE DR. SUITE 100 8283 SW CIRRUS DRIVE <'� Z /'1000 TiGARD, OR 97223 PORTLANO.OR 97205 PORTLAND.OR 97221 PORRAND,OR 97221 BEAbERTON, OR 97008 '�::J'��G Q V PHONE: (503) 431-4017 PMONE: (503)226-6950 PHONE: (503) q9-2500 PHONE: (503) �19-2500 PHONE: (503)626-9889 J tiE� LEGEND Ow � � ` $ \ ` '° -ExisnNC r coNTOUR � � - 100--- -E%IS71NG 5'CONTOUR � ` -FENCE LINE � �� ;, -E%ISTING�ACK SURFACE/AC �� $�,^2 \ _ as � -E%ISTING ARTIFICIAL TURF GRAVEL SURFACE/5 NOiED �� so i�, -E%IS11NG CONCRETE SURFACE �g F� O �q e � OO -SEE STORM DRAINAGE TABLE � � �O -SEE SANITARY SEWER DRAINAGE TABLE ��yz�� \ \ ',�� -CATCH BASIN Q us $ \ �� t,' -DENOiES DECIDUOUS TREE �l�� ; S ' ; CO -DENOTES CLEANOUT \ 1 • ��_; ` GP -DENOiES GA1E POST `^ " RD -DENOTES ROOF DRAIN v� a EXISTING DISCUS CAGE& - STP -DENOTES STAND PIPE � CONCRETE THROwING PAD � m m -EXISTING UTILIT7 80% Z G \ - , E%ISTING FENCE AND , ' � W �` GATES TO REMAIN � � � -____"___ , � � ,_._ . ._ _- < , .. . . � -- > - .- �.on . = - STORM DRAINAGE TABLE ..� . , _, �� 0 \ -- - -- - ... - - ` `\ - ' le . , - ^ ' N !� 4 _ ___' _ __-_ �' '___ . • -._.____ _ _ O EIMR9PV�CAOUT(Nw)-96 b4' o: . _ _._ _ .,. _ ' L.� � r�. _- � oi �� '',, � _ ,, ; , ^ �____ ____ __ ' _ _" ___ "' . =d-R`. 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RIM=98.44' l' � � IE OUT(SW)=97.16' Z = V � � � , �k _��_ O6 POSSIBLE STORM DRAINAGE MANHOLE O U � - , 1' � ' � E%ISTING AR71FIpAL - "" - - BURIEO,NOT FOUND � //1 Z �~ . - ' - � - � ' ' �TURF SOCCER FIELD . " ' . �` � v/ ;' 'r- ' �, ' � I ` � -- �.� ' SANITARY SEWER DRAINAGE TABLE Z = Q �,� � - ` ' . . ' '� � ' �� ' /. `��c �� O SANITARY SEWER MANHOLE Of 1 �T Q O _ , 2 ,, � { � - ' . . .. , ' ' .. . , i ` , . �� RIM = 107.19' v y � � ! , S"PVC(W)= 95.69' W ` E ; ' , ' . ' , . , 8"PVC(E)= 94.89' � Q � � _ �.� . � E > . , . ' ' . , ..� s ' . . � 4'PVC(NE)=97.04' Z N � � , _ \ _ ' � _ • . . - o .. _� �J � � -, : . " . , , . / � 3 ' 1 , ;t��c��`` � � � Q a, � _ � , -' '. . � �.` , � ..., ' ' . - . . ' , , � � — � � •� �� APPROXIMAiE LOCATION OF , t ' ��"--._..d.r.__ � ' _-_—_ . _ ... ,_--_'- '-'_, .......,._.___...�....�..� ......�__�,. — ` — _ ... � ' , � �,�� W H H F- `, : • - 6LACKBERRY REMOVAL RESEEO ' ' � �_ �,„�� : ��, AREA AFTER REMOVAL IS COMPLETE . `, �' �._ '�� __ E%ISTING TR CK � ` "�... �� : . � '. . g,`9c. .. - . � ., � ' . . ,q� a ' .,._'_''•_' __ - w"_"'_' __ _ _" � a+..a �A � .�' ..-_' � 0 _ . _. ._ �., ' �� ae-. • � � � � �� . , .a� __.�..�.. __.... . ,� � : i 'ss, . � .' f5 . \�»��` � ' w � . � , . , .��. o _ �-. �, , �_ _ - . , - ........... . . _.._.... ... ,.. . - - -..-�- - --� '� .o � � - � ------ �---- � e°�.� , . -- - - --- -' .�, � >» __ ,�. ,... �- . ,. , . . _ . .., .,.. . 1 , . ,�, . � � _ � . ,_. . ,_ . . .. _ � ' ` ' - - , . , � . � . , , � ..`_-�' . _ >-�w.' , , -.• -��. i- ` � _�-�. w.�� ,� =r.,-€- -�F �e„ ; . - -- �- ----- - - � - -� - �--- -.__"" �__ ._r-�-' ,,.,, , , " - �s ' s. " :a �, -. , �. � UiILITY STATEMENT UNDERGROUND ACCURACY STATEMENT TI1E UNDERGROUND UTILITIES SHOwN HAVE BEEN LOCATED FROM FIELO SURVE7 DUE TO T}tE HAZARDOUS NATURE AND APPLICABLE OSHA REOUIREMENTS REGARDINC I�FORMATION. iHE SURVEYOR MAKES NO GUARANTEES THAT THE UNDERGROUND UTILITIES CONFINED SPACES, IT IS CARDNO wF2C POLICY TO NOT SEND OUR FIELD STAFF INTO SHOWN COMPRISE ALL SUCH UnLITIES iN T}tE AREn, EITHER IN SERVICE OR ABANDONED. UTILITY MANHOLES TO RETitIEVE DEPTH AND 9ZE INFORMATION. TNEREFORE,ANY _ THE SURVEYOR FURTHER DOES NOT WARRANT THAT THE UNDERGROUN�UTILITIES SHOWN ELE�AiION INFORMATION SHOWIJ HEREON IS SUBJECT TO AN UNCERTAINTY IN ACCURACY ARE IN THE EXACT LOCA710N INDICATED. ALTHOUGH SHE DOES CERTIFY THAT THEY ARE OF PLUS OR MINUS 0 2'OR GREATER(DEPENDINC ON DEPTH, SIZE,FLOW, AND LOCATED AS ACCURATELY AS POSSIBLE FROM INFORMAiION AVAILABLE. THE SURVEYOR CONSTRUC7ION OF MANNOLE;. PIPE SIZES ARE AL50 SUBJECT TO AN UNCERTAINTY OF HAS NO7 PHYSICALLY LOCA7ED THE UNDERGROUND UTILITIES. SIX WCHES OR MORE(DEPENDMG ON DEPTH,SIZE,FLOW, AND CONSTRUCTION OF MANHOLE). IF A HIGHER ACCURACY IS NEEDED, TFIEN ADDITIONAL TIME. EOUIPMENT, AND PERSONNEL WILL 6E REOUIRED i0 GO INiO THE MANHOLE AND RETRIEVE THIS INFORMATION. � � Z W ' Uonre I arviaiz O owax�n ��uu oEVC�o I au � c�cxEO I Mc� W raokci x I zi is�o (n sree�m� � EX.COND PLAN Q SMEEi rvWBER S�A�E ,.-40. Z C001 a0 20 0 40 J w�� LEGEND O � � C � � r ______. � � _` -EXISTING AC PANNG �� ' 1......................................................... _. ' � „ -EXISTING CRAVEL �' g� � � � �- . -ExISTING CONCRETE PAVING �� h� � � ` -PROPOSED AC PAVING � �� p3�� - ' - . " -PROGOSED CONCRE7E PAVING N'+ � . d � , � J �� , , � . ,, ,, '., .�. �Z_}-��j i -PROPOSED 7RACK RESURFACING ,�., �. � �_I ll .... .ti ess 2000 �� EXISTING�ISCUS CACE& -PROPOSED CURB a a ,� CONCRETE TNR0INNG VAD � � ` =� - �� . -Ex15T1NG FENCE `/� .'..,.,.., . ; � ,� �'l '�.i i i i i i i i<i..<.t.i_i.�.c -EXIS?ING BUILDING � � PROPOSED DISCUS CAGE& ,- CIXJCREiE THROwiNG PAD � � � z -- -E%ISTING 1'CONTWR � �„ "�. �� E%ISTING FENCE AN� �� 100 E%ISTING 5'CONTWR . . . � ' GATES TO REMAIN . � � ' ----- -------� - . PROPOSED 20'.120' � ^C� .� -qTY�PPROVED GROUN�COVER w . IAIPERNOUS AC PAD � � (KINNIKINNICK) .n '_"__ "-, .. ,. UOUS TRE ..� � ___.._ , ,_ _. � .._ ___.. �__ .`_. � .._. ..,. . , ____.-._� b. � (ZELKOVARSERRADA'ID G .1c" E B �` ' .' ._._., ,. ,. � _. '`.8. ' '., O � � .�` A�T[RNA7E � � I `-! ..... � . . � _. ..... � �". . �'• , ^`' � PARI(ING AREA NFORMATION /\ $�� : i i . � . _ ..._.. . . 1-, '. �' . ,_C LL : . .__.. ._ ... .. _ .. : _.... . _ . — �_ PARKING CO�dPLIANCE: ao� *�' ' � � ' ..�� ..... ..... x. " . .... � � EVENT TRACK TO �-� � ^�� ..,�.: - � � - w.�rv -�:-_�µ ��,- -.�.- ��• DIMENSIONS M OF SPACES . ,. .�_'.�-+-..�l r.�. �� 'S.. BE RESURFACED ..... .�� , ..�,;,' . ..-..;. � � � � ,,,, ""�' �� B 5'z15.5'(3'OVERHANG) 21 _ � . �._. ' --�.-. ........ r... /r .�ti� �E%ISTING TRACK f� �.,'_v. ��~` v.�-.��` ._. �.' ... � . _ 4 ...,_......... � , �..-`.-. �y ' �� c<`� � j ti.-�.��.. .�,v,�-�. •.�.` gE_RESURFA.`CE,D . � .;r�!„"„�„�� PROPOSED 9.0'a15.5'(3'OvERMANG) 1 " - < � _°� d.. \�� .. . .. ��w"�cY-..'-: . ^-,� ti w..�...�r,� .:.�-�+a,,,�,J-,y- _.... . .. ' . TREE�Tn'�) � � � � U � _= .�� PROPOSED 10'.20' . . �.t•..�.�..,};-^-€ _.- � ~ .... .. -` ... ' _ . --�-�� '' .. 10.0'x15.5'(3'OVERHANG) 1 � � � IMPERVI0U5 AC FAO p,� � � � - . w ^�. �.:; p�28.35' . � 8 5'x78 5' 2 U � /^ ____ � H . . . ✓e . . vH�\ lV �. \ _� "___ ,ys. . i . . � .. `��7.3' 8.0'x20.0'(PAR�LLEL) 1 Q � . � '.��. . . '��x�.� "� � � � '�' . ♦ M.w,. � _ 59.50' TOTAL 26 J qa .. �` `_(7 SPACES O � O � f�� . � � r � � �.`� a-" ��' 8.5'x15.5') � � �� ,,,,,� � – � � � x 4' t � � � �� `_ UNDSCAPINC COMP�IANCE: � � ,� ��-��Y��.�� 300 '� PROPOSED CURB TO O = ( PROPOSED NEW TRACK :%� .1N�x��, 'y� �^Y'^�`-�'�. � PROTECT BUILDINC TOTAL LANOSCMINC: 830 SF U �1"� � AC PANNG � � ' , � � SURFAGING !w �L'v,,.��^^�'� .-y.+. m "1 �- � _ TREE$REWiRED: 4 Z (� "'JY.,,=� � ,� _ (1 TREE PER 7 PKG STALLS) U . . . � EXISi1NG SvNiNETIC j.,�"� � � ��` €�.`� ��{/ _` ` � � Z :`� � TURF FIELD � � �"� Y��v.��. '�/��26`77 �c '_ � T � f.i . ... fy 3 ' NEW TRACK . . . PROPOSED �V � � ^'�" - `'� -� ( � SURFACING � . � AC PAVING �y ^l-�w�� ` ` . '^ J Z \.� . j� . . ��1�l'�"i�l.`��'.j.`�� . °,p � � Q � '; • � .,;-.-,�..' � �� Z Z � W . y,:�. [ ' , , .. . y.z' ` -�m� 119.00� �. .. • PROPOSED ~ � '`,,, .�� E "C € 4 � _ . .."R �"�4��B.SP1555)� � �-�J�C PAVING� g � Q O :,; � r ? � . . POTENTIAL LOCAPON FOR�� *f "- a � 0 � � "�'' � � � � SOCCER (;0/.L STORAGE ,� �I 30.23' .: 1 PARALLEL � , . . . � " �� . .i,�� •. , . . . . . . . . . � U_ � . (AaK12G SiALI w- �4 : ...... . n�.^N.�, ' . .: . ' -: ....� ,r . Q . .�_ . _ > � � C� — � . . , _ v.-X`` ""'X,�t,�,�.. 1 � * �/� — — �PPROXIMATE LOCATIIXJ OF ` �' .�._�^�- .��.•-. .�.�. ...,. ,•_�.,.. .�" ..... . ��...,-µ.�..,��. r � H \`\ 8 0 � Y.�.:.4 `��-��^Jj.''' V/ � � BLACKBERRYREMOVAL RESEED � � r�^, �- � - ti� `iL�EXISTNG RACK�lO"""�".��";;'��V'� '_ ., AREA AFTER REMOVAL IS COMPLE7E � ,�`� - � � �^��: � ' - �^.w� � � €RESURFACEG � � � n ,, `" " ''`` ».,�w m��N.'"C`„�..�ti`.,v'„' � . f - �j � •- _ �...,... ,...;. ......,.��- :�:;%s.`�� •-' -",--`^^.--4-- ~ - ±•, ; �7��,;, •.".,,(,,.... , •� � , . --•,•� OPOSED Oe 45' � ��•---- . .., .: '.., . ,. ;� • ... . � EVENT TRACK TO ..��PERVIWSZAC PROT' EV£NT TRACK TO � � .. • �t, �'. . s, ,: ......:' ii . �. �'-,, � �- �B ESUR A .._ EO - _ 50 E R F CED � 8E RESURFAC �I 2 p �� _. .`.......... ... . ..n�.' -.` �., :l`; . x t•tuxxxxxHxxHx]. . ., i g�.t..tnttr . FOR r+E EA -- t8.50 :}fH ` '""F[']� Zl) WATER OUALIT7 FAqLITY �.rty.,. . . . ... . . . .___. . `. __.� . :.1_. x .,__ ,..... ' .:->�, ..,i .� �... , ... ` , _. <..... _. '�. , ..... f — TROPOSED) ... ... .. . .... �. �"-"- W PARKING AR _. � Q � � c .._.- . ._.�......_ . ... .. ... __ . : : 'sy�E.. : ,�, �: ' 4er '..: � � c � ��1 PARKING SPACE E TW (9'x15.5') � � PROPOSED 5/ND PIT - FOR LONG JUMP AND ��pp� 7RIPLE JUMP 1 PARKING SPACE (2 SPACES m (10'x15.5') 8.5'.18.5') PROPOSED WHEEL STOP(TYP.) CITY OF TIGARD APVroved.---•---------------- ,� � Con�onaUy Approved.................... [ ---•-----�-- For only the work ��; PERMIT NO. ��'/J.Zn/1-nrv�.L� � SseLettKto: Fdlow...._._ ]� �- -•-----...-..[ ✓] z A ---- ---- -- ------ � Job A e � G✓ By: � Date:� � �a�� ,,,:r��; U �wN �A,�� O ,kti�,;�D la,. � „�«EO �M�, w ��xci� I�iiuw � S�(.l�iiilE � SITE PLAN Q _�EE�NWBER S�A�E ,�-.a Z c�o0 .o �o a ,o g �,K,,,w. . . . - -- - - �� _ �- •��- t ,,��, �.y: _ t� .� � _ _ _ � �. � �-_ . __— _,, � , . �.� _ .. � '°` ��``'` � � . , , .. _. _ ° ,� _ - � _ - _ �_ - -- �� _ �. .� SW 92MDAVENUE... �."`� _, . ��.�.�, ,� � � �s � S �p t`� -- �. � _ - � � � � PARKINGTABLE � , ' �' �.- _- - ; r,. ,._ � � • ,+. . . _ �. - �� exisnNC oN-sire: as r^ � �' �� , - ' 1 F- _,�_;_�� _��,'.. _ - j^. .• - , ,..-. � ' '. EXISTING STREET(SW 92N� AvE)' 129 V �� •_-.g ++y _ .� � ' -E _ ; . '.� R . ....._ -. . �, _ a E•` `"" i �� _ „ �S 4� ��{ � � .t � ' � . .� " ' _ , _- � 5G o � 3= C � 1i � I *i� - P ��`�� ^� �� !EXISTING ADA PARKING � `�'�-�.�% - � EXISTINC TOTAL 580 R +yT.�ts f, ' �-.. � . _' . ._ ;5T_ALL O SPACE) I , � r .. _ �_�, �� .- . - .� . ' . _ ., � -- ,._ � _ ,.,� _ PROPOSED ON-9TE: 26 �$E ^� I�'•� � . .�� `. . .- .. " -c . . � _ . . _ . . . � -� " , .` ' OVERAL�TOTAL 606 I��'-. O�+SO B� _ rr •- ��m� j "l:3 , � � E _ � ' ' _ �� ... y�� ' y � •_,• - y_ �v-.-_.�. � .,.` y - ' F ,� 't f .. � � ' ` • • �� R G REOU RED 12 ^ . " . ,-, ` 43`:,- "� � - � ADA PA KIN I . �� ,��.� j a, j<',r' ° .�'��a$� �� ;^�_i ,' _ '�.� �n�t� m a -.�.F _ � � E� � E%IS71NG ADA PARNING: 14 �L�� f . _ f pf � � iY-��' .,-" ��;�...�_,,��;, � ' �_ -:�°'3. ,� � . -a ' ._ �_ d i � . € '''j` ��:'�.�'3 !r (,`h .Qb � E h = y� ':xf ' t� - ! � � :� f �� ; , �.�, ��. ; 1 - . � �_�� cn � -� �I�, � �t . f ,�.i � .. _{. _ , -� , l� �� • pi'' ' �� .ek '.c57� . . ... ., .:� - � � � , . . - - - _ i. `� t i �' ' r c' r��s4:,i� ( � ��j. Ir. , -'; i , � ..�Y�i— , _� . � � �; wC E ' . - �. ` �( ` � •� , �'�°" y ' . r E � . (i` y ' �, rEXISTiNG ADA PARKINC�: ' Y C �� TM . � � �4 � .• � �EXISTWGSPORTSFIELDS , . - �,r , �srn��s�a sancES) � � � c ��- • �� s',�� '- .'. � . ' "f �1. _ €¢' r .� k . . -.�� -�` '7 � � t� L."..� . 1 q ��. � 4�' . *. <.� `t,J ';J °' i�o, �`t�' ��. _ � - i� - � .� �\ t eJ �.� �f' Z(,� � � q} . l �4.M '.J1 1 .1 ti,- ,c _� .. -.<..0 ,-_-......_.._..�.-rv,s. .- �Ior,t i� .�( . ""@'d i`��• �'�,y'i� ,1 '4 ' . ' , � � ��'� `a �" '� - .. ,_ _ , , f �� • . , � � =g �r� �__._ _ .. :� _ ;=� ,�' � ,, '�,, �� ' `, : � , '��, • (J � �� , . � ��" �•_- � � � °' �; 1aa: ' ' �F� %r /f � �-. ' ' _C� �, ' . . ; ., - � � ��'�'h`� � �' � ✓ `�� _ �F� �J��;F""`�—'°' � - f � '�- . .�� \� ' �.i ��4�,� y�, ,:�,, �' �. �, -`� .� � � - __ ��. � , , f � � `�' . ��' �j+�+ �`�'� y?��.�:�. - 1 ' �,r� �, -� . � � ,f` .,;'� k , ` ;��:�,._"' . � � ::�'° .�:, �.s� H - � , /`�r� ,. �, r / � � =A S.`°'-�'<, ' �EXI�ADA PARKW�� ' ++t��! "�µ '��r ' 3 a 3� F , I;g,i U �,�� -a` J . • . STALL(1 SPACE) �., �� i) , � � 1 . - _� '..� , _ c _.� ��.�� .�„R � ' �, �� l` �, �_� , � ;, :<;� , � (�� i s ��; - �,,��''' :�� r, � a o � J ;, � { J '� � ' , �� f� J J�, ? ' .EXISTING ADA PARKING j �J O _ . ( i,/Y � �'°�l - � - - STALLS(2 SPACES) Z O � � q �'�—. � '� '�. �e '/ ��r . L� �< �` A.. 1 � O ` �a...f �"1� - iJ � � �s.: �'� �' b � e`i ,; __ � �... ��`� ��* ; � � �,'�� ° , ��:� ,,�� --'a�" . °��'` � .� O v _, , �:�_�� ., ,:�_. , -� . �' a z cn ;° �__� > � �� , ��,� ��,,.�-' �� : ' , � _ ._� i � .� , � ��y��;.� �:� � �� p � Z � - r C.,) �+� ��" 4/ ,,.��. 3U�� & "t" ^'':1� Oty � � _ _ 'S ,r',�`f,;%' � <�" ,.wr. �- ' ° �'C� 'y �" Z Q ^.�,e 2 . . , r � r,� � `��f' i , s it'�j ,�� J Z '�� . � `�r '�C'�' ` ��- ' �"� m � Q � � ` , � �� ' - . ;D� "„�? � j: '' ��;� '. ` ; '� '� .3 '�`?�� _ = O �.�, � � ;�� ..� .� 'j � � w F-� � �, � 9 >��: �� .�� . t�v �, �� , � =�� . - .�� , � ;«` � — p�/ O ��, ? .—' . ..� ` , k , ' o �` �� a�' ,�� Y 0 � L.L �y� ! ��:� ..r'�r t` . 0 ��, �� '�, ;�� , , ncaROHrcr�scr� �;�.'.��.,<=` �; ,,��. �( �� ; _;�' _ � , °',� ' - � _ �� Q 1— H �- E � .c \�_ .r�.�.' .a° y �� t j -'i. ." ' ' _ . . ,_ - -�„� _ ". , - . ?'r ` 3. ��'� '. � i'-� �;�` ?�s� . �� . ^s� ' ,,�, �,F r � �� -:�'� �� ,. ., ,�R .d�,,��o �"�e �P �� '.t� 3_�_. ,.,_ �_...��1 � , - � �;� � - . ,/.°.� ,'a` . n� < . ' � ��a , �� ° � !: ;l;'� � �*�' � � ' �^"�' � �� „'___ - -'�-. , b"`.T.��w..�_....'.. "-��°��`�"�'` C:�. - � , ',✓ ' ' ..�, �'-'"--.�. � �] a�z v� '%_�,a.''J`,r.=Y,_ —.-�-` -....-�..�. - -�.-�-�+—,,,�,Y:=_: S , �, e; �: ��' .e r �`•.�- .�_r-.-�'--'�'�--c""s� .."`.^'y°^,�'��`. � �, , � � ;��: iP d`' .s* � .'� ./��. � =��Y.«.,-�'"^'• , ��'p �'i m!, '� �.�° � ,�.r,,� .,;.. �f _- ; 'g��, ,�'�`'a. �', ,� � ,�. Ci � �1", '.� Q*-: -��-�1+��'". � ��,� _� — s. " y �� . ' � �'� � `�-. �°� ,,,� at" F., �E ,x� � 6�-�d S� 7rv � ��+ - ,�� f, �--� � � � �� { �.�� "� �� .. � �+,�''� �° ��'��` ,w � � I � �� 'o`�r ��'a` ��, � � > � ��'� �� `;� � � ( �f . � � r'� i ;�s � t - ,a _ . ' p � _ ' . �� .:?�;--..1''. "�'�� ;i � y �' 6�; 4 F - ,.i . j� �Tfr, ' p ':� ,�.__ ;�, ,,� ` �` 'r;. _, < _-� _ '?'�t i' �� , � � �� p� � . � � '\4 �R � � �y z g � H:3 wa^ d� " 1� � x ��• , ��.� , , ! � �� ' { EXI G � CERFIECQ� `8' �I .h r�g� ''t4',' nf` �. �� '�jf' � �+'�T EXISTING ADA PARKING �' $� '�'�#'.,. . . � � ;�1'?,,��/'/// ' �L,\i _ {( r.��; .� � � �� . 4,;,�. -STALLS(2 SPACES) , �4 • . . ' , � � ' , " � � _ T . 1 L �b 0;-, 4` �� 1'� , d W ... .r a-�°,.... -a.. i,"�°'--«�,�.�.-.- , � Y� . . P .�.i� ��}' `� � 3 �'� 1 -'` , _� � �' � � . �� _� _ ��_ _._..�t� . g,, .,:� �� . ,.:i y�� _ �� 7 � b 'E� �. & � [� � ? �� 9C.3 ^.,r'.^�'^ 4p� , . ' , � �-"-._ t �r�. < . , 4 ' '' ' ,,,. . '�' e � � ';.?A4 �2* M < �'�`.l�` . .� t - . . . `',i,4��._......._..,.....�_ F �r�� , ., �.` ' . .;'-?e..eSpv,.<w,�< E%ISTING ADA PARKING : _� ' ". ,��' " ��v ' . �itl '"�"*�.'�.,., '� STALLS(3 SPACES) »,� .�q�- , Lr•�,r,,,� _ _ __ '�� •g a.t ,�;w C - .,.. . � 'Y��y T � , '"�`�C"-s.',,,_�� '-""'^t^�� M1•r'+'.��3F��'.,�a ',Ap f� �� 3.., � � � µ^�� .� �r o ' � ' . +,, � h ; y .,�ir' � ' �? �'Y t � � 3 y � ¢��7 � ii�, '� Z .3�^ � . . �^�-.39� �. `h �: �:�u. , . ' � "a�� s n s"� �' q ,x ,-.A `.' ' ,a�.'<.� _ ` , '�' s. iR ! .,. ;� .. .. . � a� '� '�` <' w �'.�,� r '$, �^r` '° �"d'�� a�#j�` -"'�**�.. +... � 4 „, e,,;, � � • v.• . ffi `•� {PROPOSED PARKING *',°v,�¢ ' t � � ' �#..�� ,ExISTING ADA PARKING � '� �'°°PL� �"' � ' ` •�i_ `� �z;�,� , . ,,.�.� � W -'� .r N3.-°#: i� � �;.5t � � I ( ) "�� ' � p ,STALLS 2 SPACES � , ; ^ti. �a o.�.'�L�*R�. ��'�',�., ''',x,�'�:r.,�,,°,,#I`, '3,i� Y"� h"`1' '�[. a� "�.+ry �',.1t.,.�.,... �f _.. `� ':r� 'g AREA 26 SPACES �0. ,+` e i _...�(_m ) onrE �v,rlmz _�_ ,e 's� � �`' . �'y��b��a 4 ,sr,�s:F�a "�', ,�.1'k�.,..y�-A��'a+�'"�+ �°`'�" .'°.J�' .,__ __ .- �Y , „e,�i`.: �'.``� "� . s..,a��. �t ' �..� oruwr� I nu i �"" s. � . . ��*'ei' �` 'i� i �� '� `C. � a.r�°"'`��} y� `° �..a,m. �°°� ; ' , � oEVCrFO �rw � �'�,� , ],�a ._ . ,._ _ . " . . . ' .-, .�� ,. �t�;"s � � ,__ �. �� ._._,.P.�.�-`�...��` `� ,: -k � c�ckeo IMa _. , ' , , . . . 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