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ZD �_� _ - -- __ OF 413_ Tj- 1w - .1 -7. saw V,7L ' ..a!1 .,,,. •� ".r. ; ^�� - .T... __ .�. _..., ...Oft.....yi, _M., ^ ft � 11111 � 11 � 1T�R tt rr r I7p �, 1 11� I i l f II � III � IIIli1l � � illlii ` 111 � 111I111 � � � r1 � ,i � NOTE : IF THIS MICROFILMED ( 2 4 5 6 7 8 9 10 11 1 DRAWING IS LESS CLEAR THAN THIS NO1'ICf ;'1T IS DUE TO _JM -QUALITY OF THE ORIGINAL DRAWING. QE 62 82 L2 92 !s2 1►2 E2 7.2 ]z Az 61 of L I 91 S I b l E I t 11 01 S A L 9 S IF E 2 1 "ot 111111ul116111 ��tlllllillll111111tit111�i1� rtl����l���lltllll�lt11111111�u1�11 uhl 11 ��, - ultu� v ui� � """"""""'" ...p,m-.. -�"�- - Vim."--•-----..,,...-_. .+ VN- -. ___. ...-..,v ..,,.r•_ ... �4• . .. .... FILE NO. 0 STR. Ol. PERMIT 68TH AVENUE - 1270 �N j� i 1 CITYOF TIIFARD OREGON August 23, 1988 _ Bob Hart Oregon Ki Society PO Box 02025 ��b Portland, OR 97202 /.. RE: Landscaping Assurance Deposit(Street Opening Permit No. 252-8 Dear Mr. Hart: I have confirmed that all required landscaping and site work has been completed with the exception of one street tree replacement and the area adjacent to the parking lot. Therefore, I have taken the steps to refund 11,500 of the remaining 12,000 deposit. The remaining 1500 will be refunded as soon as the above-mentioned landscaping items are completed. You will receive a check for 11,500 within the next two weeks. Sincerely, a- 'e4a Keith Liden Senior Planner ke/6642D cc: File 13125 SW Nall Blvd.,P 0 Box 23397,Tigard,Oregon 97223 (503)639 4111 -- -- — — EXPENDITURE REIMBURSEMENT REQUESI I A we This form is a multi-use torm. Where appropriate recetpts must be attached. Documentation is important for all pu,pose :. Staple documentation to form. VLNDOR NO: jATE: Yb PAYABLE TO: tJ 1 _ �_ Requested by: _amara, OR 4 ? xsenrsawtseacr_caveenr�naaa..c ......cvessa sae ase a wwsa wrsr ass.wnaawww. MISCELLANEOUS (parking, books, subscriptions. dues. member .r.. etc.) : Date Description Account No. Amount 19 4�T l A L, 2r- Ai a- Ooo 0 L $Soo o..) srssrswssrrsswswssasssssawsrwrswawrwssaswssssrwsasswssswsasswssswwsaswawrawaraa GENERAL MEAL EXPENSE: Date Description Amount F Account Number to be charged: Total sarssaawraswswwwaarwusawawwawwwssswwswrwrwwsrwrrwwssswaaarwwwrarswwwswswrsssssw MILEAGE: Date --Description: (Include tnd/start readings and total miles) Amount Account Number: Total miles awwaaaawwwaaawsaaawwwwww aaaaaaaawawaw..aawaawawwa ww-Fwwaaw-rwws swwrsssrw APPROPRIATION BALANCE: t,4 a AS OF: ° Signature— rw *s a0 APPROVALS (if $25.00 or under may be reimbursed through petty cash) *. (up to $500.00)Section Manager Purch. Agent "500.01-t5,000.00)Dept. llead/Purch. Agent .�N►� , motiX, A(,C I I y Vu R� ?, �'t�caj -Tll (,JG G'p�S I Tri : b ►�ac, ��G'�` I c c -PI%A.0,.� �JDiZ 2-2" COREGON TI1FARD May 11, 1988 Oregon Ki Society P.O. Box 02025 Portland, OR 97202 Attn: Mr. Robert J. Hart. RE: Street Opening Permit No. 252-87 Dear Mr. Hart: I have confirmed that all required street, sidewalk and drain work has been satisfactorily finished. Therefore, I've taken steps to refund the $1,750.00 public improvement assurance deposit. Further, with regard to the parking lot and .landscape assurance deposit, Mr. Keith Gider: has determined that $2,300.00 can be released since only landscaping remains to be done. Subsequently, by mail, within two weeks, you will receive a check in the sum of $4,050.00. Sincerely, �1 John S. Hagman Engineering Technician 13125 SW Hall Blvd.,P.O.Box 23397,Tigard,Oregon 97223 (503)639-4171 -------- CITYOF T11 ARD EXPENDITURE REIMBURSEMENT REQUEST I This form is a multi-use form. Where appropriate receipts must be attached. Documentation is important for all purposes. Staple documentation to form. VENDOR NO: DATE: 5 II E3 PAYAB�E T0: /K - N J< ► c.K;i E. Requested by: F'D, ZU 'S F'c�EZT l Al f� R `A I Zf)Z aasaasacaaaaswswsasrswswacswaaasssaaawwwsrrasaawraswnsswarsrssassaaawsaccm�anariac MISCELLANEOUS (parking, books, subscriptions, dues, memberships, etc.): Date Description Account No. _ Amount Z Z rx)o SCS. 01Jt� PIECCW * 7Z9605 & R`1 �_ iZk; Qk�b of IZECCIPt� -3144� . swssasasarsrasrrrrsssrraawswsswwarrawrraaassasraaassraasrwasarwssaasaoswaraarss GENERAL MEAL EXPENSE: ,Date Description Amount Account Number to be charged: aarwasrwaassssassarsasaasrrswswrsswrwwswwaaswaaaaarrw� 6 + oOA � '�tir� MILEAGE: ��naltic.sPt.ns� t oanr10 'koM Date Descrpt iion: (Include end/start readings and tc 11 Account Number: Total _ miles x .21 / awaasaasaaaaaaaaswsaswaasa•assawawi-a-aaaawaawassawwraaraassaaaaaasawaarwa.'wsa,ta APPROPRIATION BALANCE —AS OF: Signature+,4 APPROVALS ( if $25.00 or under may he reimbursed through petty cash) : (up to $500.00)Section Manager Purch. Agent CITY OF TKARD No. M3165 13125 S.W. HALL BLVD. P.O. BOX 23397 pal TIGARD,OR 97223 Name Address Lot BlocklMaP SubdlvI lonlAddress (9<3 � / z2� � Permit N's Bldg. Plumb Caah C a!J -- Othe Other Rec. y 0i Sewer oc a Amount Acct. No. 14432 Buildin Permit Fees 14431500 Plumbing Permit gees 10-431-601 Mechanical Permit Fees _r 14234501 State Bld . tax --- 10 433 Plans Check Fee 34443 Sower C;onnectl�n 30 444 Sewer Ins action 51 448 Street Syst Dev. Charge _---- 52 449810 Parks 1 Syst. Dev. Char e — 52.449.620 Parks II iso ve . Char e 31.450 Storm Drainage Syst. Dev. Charge 10-430 Business Tax _ 10-434 Alarm Permit _--- 10.227 Ball _ 14455- Fines•Trafflc1WF5d1Parking 10.234 CPTA TrafHCIM_sdlVic. Asst. 10456 Indigent Defense 122 401 Sewer Service UI SA _ .122.402 Sewer ServicelCity 30% — 123 ewer SevlcelC`i^t___ _..----— 1 5 nmatched -------- 1-124 Corm Drainage _ _ -- — ancro Prin. Pymt. _ _ -- 4 1 nc. OTAL o D _6—�j ACCOUNTING Poo � Sf II!�B � •! � �VP�E �,,��,iG►.>P�W4 Go�t��noN 4 K R.EI.EAS� I'S 00'~� CITYOF TIVARD No. 11 65 13125 S.W. HALL BLVD. �! P.O.BOX 23397 Dat TIGARD,OR 97223 Name Address _ Subdivision/Address r ivision/Address � � - LotBlocklMaBlock/Mal) ' .2 e9d (9 Permit M's Bldg. Plurnb Cash Giv��) 0-61 Sewer Other Other - Rec. y — Deacriptian Amount Acct. No. - 1043' Buildln Permit Fees -- 10.431.600 Plurnbing Permit Fees 10.431 GO1 Mechanical Permit Fees 10.230.531 State Bld .Tax 10.433 Plans Check Fee 30 443 Sewer Connection 30.144 Sewer Ins ction 51.448 Street S st. D- ev. Charms-- r'1-4494;10 Parks I Syst. Dev. Charge 4494320 Parks II Syst. Dov. Charge ,1-450 Storm Drainage Syst. Dev.%,harge_ ---- 10.430 Business Tax _- 10-434 Alarm Permit 10?27 Ball 10455 Fines-TrafficlMlsaiParking - 10.230- CPTA TraffldMIsdIVIC. Asst. 107456 Indigent Defense 30.122.401 Sewer Service/USA - - 30-122-402 Sewer Servicelcity 306 1 3 Sewer SevicelCity Mainl. 125 Unmatched - 31.124 Corm Drainage 4 Bancroft - . Pymt_ 4 471 ancroft Int- Pymt. TOTAL ACCOUNTING 511�� �A I/1��1, '3ALA►-��� flF �Z.-,000 -- - L IAV I IJ CC- PLEASE TAKE THIS TO THE CASHIER FOR A RECEIPT NAME: --- j��rL �� t r'�S �_�._.__ DATE: _ S — /G - Vic. �'.0 �RGx G tlZ ACCT o DESCRIPT ON — ^� AMOUNT lu-:22000 Refundable Performance 1.0-43600 Public Sewer Plan Check/Inspection Fee __ 10-43600Public Storm Plan Check/Inspection Fee 10-43600 Street Dedication/Public Improvam- 10-43600 y Street Open+^ -�"" 96.102213232 10-43600 'I SOCIF 3 on'o0 pREGOo X 02025 __J p. BOg7202 _ DOLLARS PnRtL�ND. OR V-TO THE OP9 P OF Sys-F'e.a NSE a H:p+°*, V7 - L -4- c�6 1� qo FOR11.00 �064u _ _ _r-143000 Business Tax TOTAL ke/?574P CITYOF TIIFARD OREGON March 30, 1988 / Oregon Ki Society P.O. Box 02023 Portland; OR 97202 Attn: Mr. Robert J. Hart RE: Street Opening Permit No. 252-87 Dear Mr. Hart: I will release thea public_ improvement assurance 'set aside funds' when your contractor cuts off_ excess ductile iron drain pipe which protrudes through the curb into the street gutter at 12700 S.W. 68th Avenue. Sincerely, John S. Hagran ` ti Engineering Technician cc/file v� 13125 SW Full Blvd.,P O.Box 23397,1 Bard,Oregon 07223 (503)639-4171 — --- "2 lwe 74 �s eo March 17, 3.988 Mr. John Hagman City of Tigard � c P.O. Box 23397 v Tigard, OR 97223 PAY D C/rY 2 3 re: Oregon Ki Society, 12700 SW 68th OF WCTM 2S1-1AD, TL 1400 Dear Mr. Hagman: This letter is to request final inspection of the storm drain system and parking lot for the Oregon Ki Society building. Work has been substantially completed . The only remaining work to be done is the curbing and parking stall lines. We request that following inspection that the bond money in the amount of $5700.00 be relpaRed to enable the Oregon Ki. Society to pay the contractor for his work. Sincerely , Robert J. art Board Member, Oregon Ki Society O ��� ©A `� r�■� Seg` -zs�dc_ r sg� S�Rct� C*N4 , FtRJ l IT 87 b rt1►Cl-1�.'Z, L R�C.!#�Ck 3� Occ_IAPzwncy �cs r c-cpmr`e.�\Qv% \ s' SC.7.PttiC� 7Nk C1oMY C1Yi1 V\ 1\�C. '�r'G 11/�S`i`\G� • tP L►QOM C , vi t. C.-2 v! V-e` S G \tM vove ` �av�e- • OYI �/ri-vl e tU �� �✓yl S OL7 7/4 c-7Al. G01�f-irvs�S -51Orn-7 A----),1 s-7 ca'��ir7 C7// A C S1 00 I S foJAw �\� •0 \c 2064 W 7022/3232 -- -- - -DOLLARS LINCOt N CENTER � 1 !M O/IEENppVMO () / I01111ANO.CN,OON E1PP, '--�;SMrnynJ loAn Auptlllon f�� ���� 112002064o 1:•3232702291:061800378311' .,Mow r r,��wc�=�•��za.�.�__��_� re: Oregon Ki Society, 1270Ci SM 6At.h WCTM 2S1-I Ab, TL 1400 Dear hr. Hagman: The conetruct.ion of the Oregon Ki Scc.ie cty IauilrJing is nearly - an�lmpl et a and the of f i r_er s and ■lember s)yi P tare 1 Ooki ng :forward to a 3' Occupancy. This of course depends upon meeting the reyuire�ment.s for an occupancy permit. The building is COMPlete however the reat.her has not. beer, cooperating tawerda ccl►►P.1ct.'.On of the parking lot. And landse.apij,q. Due to the weather, completion of the parking lot. doer- not look very tinely and financially the Ki Saciet.y does not wish to delay roving i rj. For t.hi a ireason the Ki S C:ioc et.y will ill suFoplY the t.y Of Tigard a performance assurance depoEit in the amount of 6.5, 70Cc. C1C1 until the parking lot is paved. The Ki Society supplied $1, 7510. 00 to the City of Tigard for "'c- Public 1 mgr Ovement s Pref or mance bond, S 1 400. 0C►, :i s to be refunded. 111""" applit'd towards the 55, 7 0�OU1 BCiX at that.. Society would like t�jat depc'sit for the Performance assurance Parking 1 cr` . $4. 3CK►• 00, The bal a►►ce of the deposit, iE encloceed wit". this mailing. Thank you for your assistance in this matter. r AlV o° kuberi. .l_ Nark. nregon Ki Society I'.O. 1)OX 02025 • NORITANU. OREGON 97202 • 503/23.1.0.186 or 503/223.1124 19 � 74 9tah nr MN11 p,m OREGON KI SOCIETY December 29, 1987 Mr. Jahn Hagman, City at Tigard P.O. Box 23397 Tigard, OR 97223 r e: Or eclon Ki Society. 12700 SM 68th MCTM 2S1-1 Air, TL 1400 Dear Ply. Hagman: The ccnstruction of the Oregon Ki Society building is nearly complete and the officers and membership are looking forward to a Jan 3 occupancy. This of course depends upon meeting the requirements for an occupancy per mit The building is complete however the weather has not beers cooperating towards completion of the parking lot and landscaping. Due to the weat.her. completion of the parking lot does not look very timely and financially the Ki Society doea not. wish to delay moving in. For this reason '. r,e Ki Society will supply the City of Tigard a perfo. n.ance assurance deposit in the amount of S5, 700. 00 until the parking lot is paved. The Ki Society supplied S1. 750. 00 to the City of Tigard for the Public Improvements pr of c,r ma►►ce bond. 80% of that, 51400. 00, is to be refunded. The Ki Society would like that. money applied towards the 55. 700. 00 performance assurance deposit for the parking lot. The balance of the deposit. $4, 300. 00, is enclosed with this mailing. Thank you for your assistance in this matter. Sinrerely. 16� �- Rubert3, "art Oregon Ki Saciet.y P.O, HOX 02025 • PORTLAND,OREGON 97202 • 58 )39h or 503/223-8124 b November 20, 1987 Mr. John Hagman rit.y of Tigard P.O. Pox 23397 Tigard, OR 97221 re: Oregon Ki Society, 12700 SW 68th WCTM 251-1.AD, Ti, 1400 Dear Mr. Hagman: This letter is to confirm our conversation 11 /18/87 regarding the construction of the driveway into the Oregon Ki Society property. The curb opening and apron will -,main am constructed for the first five feet across the (sidewalk. From that point the driveway will Rlnpe down into the parking lot for an additional five feet to an elevation of 252.0' ass per our original site plan. Thim will allow the adequate drainage for the parking lot and reduce the steep ,slope into the lot from the street. The only difference from the original plan will be to have the driveway constructed of concrete for ten feet in from the curb rather than just the first- five feet. Sincerely, ,�� A�,14--r Rohci t ,I . Ila rt Board Member, Oregon Ki Society APPLICATION - STREET IMPRC• MENT/EXCAVATION COPY TO: ORDINANCE NO 74-14 Z (WHITE)-FILE ® (YELLOW)-INSP. (INSTRUCTIONS ON SEPARATE SHEET) (PINS()-OTHER AGENCY }V�� (PLUE)-APPLICANT APPROVED ;y APPLICATION NO.: 294 NOT PPPROVED CITY f FTIGARD, OREGON F6 AMT. s 70.00 _ PENDING FEE. PMT. Cl CITY HALL RECEI�T/� 7-Z80S- PENDINGSECURITY (] PUBLIC WORKS DEPARrMENTDATE- S B'I- - Z PENDING AGENCY "OK" Application and Progress Record — n — rur. V�. �. t. A..%TENANCE BONS— PENDING INFORMATION O FOR STREET IMPRCfl�r,LrI.,"=T,IE .AVATION AS REQUIRED �jt ANNUAL p PENDING VARIANCE �i) AT EXpIRATi N E h -- .a�^ PERMIT NO _25 &7 ._ , DATE ISSUED � [_Z9/�9�7 BY: (1) APPLICATION IS HEREBY MADE TO EXCAVATE FOR AND INSTALL_ 7•y r_5�� � �LL��4AS412" ��e�� AS DESCRIBED HEREIN, IN FULL ACCORDANCE WITH CITY REQUIREMENTS. APPLICANT __.9��g�n_K Sogiety__ P.O. Box 02025 __ POrtland� OR 97202 245-4523 NAME ADDRESS �— — CITU PHONE CONTRACTOR_ Lyons (OR. Ki Society) -same- __ 236-0241 NAME ADDRESS -- C"— ----PiHOW—lc --- PLANS BY Westech En sneerinSLInc. _ 3421 25th St. S.E. _Salem, OR 97302 585-2474 NAME vADORE CIT HONE ESTIMATED IMPROVEMENT TOTAL VALUATION ( COST). E DOLLARS (2) EXCAVATION DATA: �- Fop oPrir1 ME; cMIN= n 04 x s. _ : 70.00 STREET DESCRIPTION PROGRESS & INSPECTION STATUS NAME SURFACE CUT CUT CUT LENGTH WIDTH DEPTH MATERIAL INSTALLED _ /TYPE BY ITEM DATE REMARKS _ STREET OPENED S.W. 68th avenue (bee at hed p an) INSP c- — R TION E - Q ESTIMATED STREET OPENING DATE: ll_ / i E• S ESTIMATED STREET CLOSING DATE: - / / T - E D (3) SECURITY NO. _ SECURITY AMT.: $ 1,25D-Da STREET SURETY CO.: . _ _ — _ CLOSD FINAL --- CERTIrIF.D CHECK CASH ll _SON D INSPEC. (4) PLOT PLAN: INDICATE SITE PERTINENT PHYSICAL w SPECIAL PROVISIONS i CONDITIONS FEATURES. EXCAVATION LOCATION AND EXTENT. 1 All .,».'K styl.l be in apmrdmm with the aly_,I nv0d plan ax] in xmLt1mm With Ci.�, st-arrbrds & spm�- ; (n 1 1 1 ificat3a�. ,ae - _ -- . .. _ _2) Prim- to tejc a33JEct, ml 639-4171 S.W. 68th Avenue m4z, Mills) fnr- iwpx- rn. 3) Iib tom; shall be ca-isJ&-tied cznpletie „ _ until ao-.zlpWd by the City in writing. t Enl I 1 1 p (5) NOTE THE CITY OF TIGARD DOES NOT, HERLOY, GRANT PERMISSION TO APPLICANTS TO CONDUCT WORK WHERE RIGHT-OF-WAY JURISDICTION IS THAT OF WASHINGTON COUNTY OR THE STATE CF OREGON, THE APPLICANT AGREES TO DEPOSIT THE REQUIRED SECURITIES, TO COMPLY W.Tp ALL PERTINENT LAWS AND CONSTRUCTION SPECIFICATIONS PERTINENT TO CONDUCT OF THE WORK, AND TO SAVE HARMLESS THE CITY AND EMPLOYEES AGAINST ANY INJURY OR DAMAGE WHICH MAY RESULT FROM APPLICANTS ACTIONS. ADPL (CANTS SIGNATURELET4'f /i .�'! i q - r Tr ,zLLDATE � __ / a]-/ / F-7 PLEASE TAKE THIS TO THE CASHIER FOR A RECEIPT � /� NAME: �L/1-egov� k 1 �j oc_1��-1 DAT F: l \s�Z�� 1 9E3-7 qx ( e,'.t/ave; ACCT. # DESCRIPTION AMOUNT- 10-22000 % Refundable Performance Bond Deposit _ $ 5c)- 10-43500 Sign Permits HOP TU $ 10•-43600 Public Sewer Plan Check/Inspection Fee , $- 10--43600 Public Storm Plan Check/Inspection Fee 10-43600 Street Dedication/Public Imo_rovement Fee $ _ 00 10-43600 0 3600 Street Opening Permit_ #' Z5 Z -�_ $ r70• 10-43601 Street and Traffic Marking $ 21-44200 Street Light Fee _ $_ 10-4:7CO Subdivision Applications : S MLP 10-43000 Zoning Applications : ZC CPA ZOA PD Misc SCE CU SLP V $ 10-44000 Other Planning Fk:-s : SDR Non refundable portion of Appeal Fees $� 10-22000 _ Refundable portion of Appeal Fees __ ....... $_ _ 10-45100 Document Sales: Engrg. Pinning Bldg J $-- 10 .43000 Business Tax $ oc TOTAL $ BZD, _ 104'iP/0023P PERMIT PLAN CHECK / BUILDING RECEIPT NAME: DA'rE: ADDRESS 6 LOT O & SUBDIVISION NAME: ACCT. A DESCRIPTION AMOUNT 10-432 Building Permit Fees L) 10--431-600 Plumbing Permit Fees 10-431.-601 Mechanical Permit Fees 10-230-501 State Building Tax s y b 10-4.33 Plans Check Fee 30-443 Sewer Connection (20x) y0 30-202 Sewer Connection (80X) 0 30-444 Sewer Inspection v� 51-448 Street System Dev. Charge (SDC) I 0 52-449-610 Parks I System Dev. C'i;arge (PDC) S 52-449-620 Parks II System Dev. Charge (PDC) S 31-450 Storm Drainage System Dev. Chrg (SSDC) S a$0 10-230-505 TRFD (951) -2 10-435 TRFD (5x) q q/ 10-230-506 Washington County Fire 01. (95x) � 10-435 Washington County Fire 01 (52) 10-220 Amart/Wedgewood S TOTAL (Separate Check for Leron Heights 11!50.00). (br/1214P) CITYOF TIGARD No. 22805 13125 S.W. HALL BLVD. P.O. BOX 23397 TIGARD,OR 97223 Name r Ad,iress L::t Block/Map Subdivision/Address Permit N's Bldg. Plumb Cash Check Sewer Other^ Other Rec. By Acct. No. Description Amount 10432 _ Building Permit Fees 10-431-600 Plumbing Permit Fees 10.431.601 Mechanical Permit Fees i 10.230.501 State Bldg. Tax 10.433 Plans Check Fee 30.443 Sewer C mnectlon 30.444 Sewer Inspection _ t 51.448 Streat Syst. Dev. Charge 52.449-610 Parks I Syst. De_v. Charge 52-449-e,20 Parks 11 Syst. Dev. Charge _ ±. 31.450Storm Orainage Syst. Dev. Charge t 10 _430 Business Tax 10.434 Alarm Permit � 10-227 Bal! 10-455- Fines-Tralflc/Mild/Parking i 10.230- CPTA TrafficlMlsdlVic. Asst. 10.456 Indigent Defense 30.122.401 Sewer Service/USA i 30-122-402 Sewer ervice/City 30% _ 3b-1�-- ewer SevicalCity Maint. 30125 -' nmatChe _ 31.1 4orrl�rl�ge -47 ancro t Prin,15ymt. _ 40-471 ancro t Int. Pyrnt. TOTAi �.. C) , CUSTOMER i Up j++ r ^/awn I CITYOF TIFARD u14 ^_1 1 )25 S.W. HALL BLVD. P.G. BOX 23397 Data r TIGARD,OR 97223 Name Address I Lot — BIocklMap Subdlvision/Add ress i Permit q's Bldg. Plumb Cash Check Sewer Other Other Ree. By -- Description Amount Acct. No. _ 10-432 BuildingPermit Fees 10-431.600 Plumbing Permit Fees 10.431.601 Mechanical P rmlt Fees 10.230.501 State Bida. Tax _ 10-433 Plans Check Fee 30-443 Sewer Connection 30-444 Sewer Inspection r 51-44$ Street Syst. Dev. Chaiige _ 52 449 610 Parks I Syst. Dev.Char e i I 52 449-620 Parks II_:iyst. Dev. Charge I 31.450 Storm Drainage Syst. Dev. Charge ' j 10.430 Business Tax 10-434 Alarm Permit 10.227 Bail _ - i 10455 Fines TratflclMlsdlParking k 10 230 CPTA TrafficlMlsdlVic. Asst. 10.456 Indigent Defense 30122-401 Sewer ServicelUSA 30.122402 Sewer ServlcelCity 30% 12, Sewer SevicelClly Malnt. _ 1 5 Unmatched 31.1'F4 Storm Dralnage q / — ancro t rin.Tymt. 40.47V-- Bancroft Int. Pymt. �- - 4'' I I CIQ 1 ccr n O o Ln O1 4 Lil 2 � y a 0 rm ,45 �. t• ru ruN 0 =� ~' oru rm v •: jIL Opp $ ' HJ N o zt p I m o � z z -s O 0 05 Ono W n- Q O UL WR aQo �' a I InAy ZZM-4 1 96-7 CITY OF Ti�A RD OREGON 25 Years of SeM--e ZNC, 1961-1986 34Z/ ZS"� ST, 75,E , �--� '317-76 7"rN, Me, STL6'EJi/.;, 6cJl��PD RE: Dear 1;7)e, l�Jl��'b �• Attached please find C)"C- copy(s) of a public improvement plan. Said plan needs to be circulated through the below noted agencies for review acknowledgement and, subsequently, returned to this office. Very truly, John S. Hagman Engineering Technician 0038W/0002W / PGE Company / LIr Northwest Natural Gas Co. 14655 SW Old Schools Ferry Rd. 220 N W. Second Avenue Beaverton, OR 97005 Portiand, OR 97209 SEE: Jim Johnston, 643-5.154 SEE: Ron Polvi , 226-4211 Lf General Telephone Co, L/ Tigard Water District 12460 SW Main Street 8841 SW Commercial Street Tigard, OR 97223 Tigard, OR 97223 SEE: Donna Donaldson, 620-0373 SEE: Bob Santee, 639-1554 Ed Wilmott Metzger Water District L/ Washington County Fire Dist, 01 6501 SW Taylors Ferry Road 20665 SW Ulanton Portland, OR 97219 Aloha, OR 97007 SEE: Jesse Lowman, 245-3331 SEE: Gene Birchell, 649-8577 13125 SW Hall Blvd.,F.O Box 23397,Tigard,Oregon 97223 (503)639-4171 ti Tualatin Fire Protection District /_ Willamette Cable/ uala ._ 20665 3W Blanton 14200 SW Brigadoon Court Aloha, OR 97007 Beaverton, OR 97005 SEE: Gene Birchell , 649-8577 SEE: K J. Street , 644 3188 o Tigard Post Office / / Stato Highway Division 71', NW Hoyt 2131 SW Scholls Ferry Road P.O. Box 3047 Beaverton, OR 97005 Portland, OR 97208-976!1q SEE- Lee Gunderson, 229 -5002 SEE: Mike Krygier, 294- :380 0030W/0002W HEWESTECH ENGINEERING, INC. CONSULTING ENGINEERS&PLANNERS PRINCIPALS C H STEKETEF P L SA.WARD PE SC DOWNS PE May 19, 1987 Mr. John Hageman City of Tigard P.O. Box 23397 Tigard, OR 97223 RE: Oregon Ki Society Dear John: Enclosed are five (5) sets of the final construction drawings for the Oregon Ki Society project. As we discussed and shown by our storm drain calculations, storm drain improvements are designed for a 10 }year storm. In order to carry the 10 year storm, the pipes must remain free of obstructions and a headwater condition will be required to drive the 10 year storm flow through the pipes. We estimate the construction cost for public improvements to this project to be as follows: 1. Driveway Apron $ 500. 00 2 . Public Sidewalk $ 1, 000. 00 3 . Removal and Replace Existing Drop Curb $ 250.00 TOTAL $ 1,750.00 Please call us if you have any questions or need any further information regarding this matter. Sine ely, WitE INE NC INC. Wit Ste n A. Ward, P.E. SAW: jm Enclosure Corporate Office: 3421 25th St,S.E..Salem Oregon 97302 150315852474 13500 S W.72nd Ave.,Portland.Oregon 97223 15031684 9226 2300 Oakmont Way,Eugene,Oregon 97401 (503)485 4454 37", Multnom Qouuty, Orasoas ultaomsli pouaty, Ora ma h n �/, To To Date _ Time �.�AX) Date.— __TimeAHILE YO WERE OUT WHILE YOU WE•R�E• OUT M - -� M u- Phone_ -- = Z- - .X��� Phone TELEPHONED ASE CALL TELEPHONED PLEASE CALL RETURNED YOUR CALL WILL CALL AGAIN RETURNED YOUR CALL CALL AGAIN WANTS t0 SEE YOU RUSH WILL WANTS TO SEE YOU RUSH Message_ Lt .f - mora ±1 I MesaeQe— bay. -- - ---- -- � od- g7AA� ey . �/� oa-57� ey; �2 \0 r� WESTECH ENGINEERING, INC. CONSULTING ENGINEERS 8 PLANNERS May 7, 1987 Mr. . John Hageman City of. 'Tigard P.O. Box 23397 Tigard , OR 97223 RE: Oregon Ki Society Dear John: Reference is made to our telephone conversation last week regarding the grading and storm sewer design for the Oregon Ki Society facility. Prior to proceeding with the design of this project, we discussed the drainage situation with Randy Clarenow of the City of Tigard. Because the street had just. been improved by the state Highway Division and drainage was not provided to this lot, we felt a better design solution would be to provide a 31' outlet through the curb and stormwater detention on the site. We came to this conclusion because the site is relatively small and the amount of runoff is not expected to be that great from the site Additionally, the owner has agreed that placing a condition of stormwater detention in the parking lot will not create an impact to the use of their facility. This is the kind of facility in which people who will use it are quite likely to be members of th.e organizatio.i and the stormwater detention requirements can be explained to them which should solve some of the City's concerns. Please call if you have any questions regarding this matter. Sin rely, WES CH EN NEER G, INC, I S avpn A. Ward P. E. SAW: jm cc: Oregon Ki Society Corporate Of ke: 3421 25th St.S.E.,Salem.Oregon 97302(503)585 2474 13500 S.W 72nd Ave..Portland.Oregon 9722.3(503)684 9226 2300 Oakmont Way.Eug-mne.On aon 97401 (503)4P:4454 CF�6ON KI So 19 74 �o P 4fON It1 MN OREGON KI SOCIETY April 30, 1987 Mr. John Hagman City of Tigard P.O. ,'pox 23397 Tigard, OR 97223 re: Oregon Ki Society, 1.2700 SW 63th WCTM 2S1-1AD, TL 1400 Dear Mr. Hagman: This letter is to confirm our conversation 4/28/87 regarding the proposed storm drain plan for the Oregon Ki Society building and to also thank you for taking the time to explain the details of the review process to me. After talking with you .f contacted Steve Ward of Westech Engineering, who did the design of the storm - Yatem, and reviewed the items we discussed concerning the 4" line exiting at the curb and the possibility of ponding in the parking lot during a heavy rain storm. Mr. Ward contacted me today, after talking with you, and we again went over the pros and cons of the proposed system. He said that you may reconsider the plan and that you would like a letter from the Oregon Ki Society expressing our understanding of the limitations of this system. In light of everything discussed ;.he owners of the building still feel that the system as proposed ( 4" line draining through the curb) will be acceptable. The Oregon Ki Society is willing to accept the possibility of occasional ponding in the parking lot during heavy rains and would prefer to take this course in lieu nf cutting open the recently improved 68th Ave. and connecting to the storm system pipe on the west side of the street. I have eiclosed a copy of the plan for your review and appreciate any help you can give us to resolve this issue. Sincerely, Aa� Robert J. Hart Board Member, Oregon Ki Society P.O. BOX 02025• PORTLAND,OREGON 97202• 503/233-0386 or 503/223.9124 -A _ ;11 rz� i. I _ . 1 � CITY OF TIGARD NOTICE OF DECISION SITE DEVELOPMENT REVIEW SUR 22-86Y ���„� OREGON KI SOCIETY ��,•` APPLICATION: Request: by the OREGON KI SOCIETY for a Site Development: Review to construct a 3,800 square foot martial arts school on a 10,000 square foot property zoned C-P (Commercial Professional) . Located: 12710 SW 68th (WCTM 2S1 1AD Lot 1400) . DECISION: Notice is hereby given that thu Planning Director for the City of Tigard has APPROVED the above application Subject to certain conditions The findings and conclusions on which the Director, based his deci.Rion ars- as noted below. A. FINDING OF FACT' 1 . Background This property was originally developed as a single family, detached residential unit. Similar types of residential structures were develops-) in the area. lle-iever, a change in zonir,3 designation from residential to commercial has resulted in a period of development transition which is still in progress. 2. Vicinity :Information The property is currently zoned C-P (Commercial Professional) and is completely surrounded by properties that are also zoned C--P. Located on the east side of SW 68th Avenue approximately midway between !3W Hampton Street and SW Gonzaga Street the site is surrounded by new, professional office buildings except to the north. Fn the north several older, single family residences remain. 3. Site Information and Proposal Description The subject property is currently occupied by a single family residence on a 100 foot by 100 foot square parcel of land. The applicant is proposing to demolish the existing structure, grading the land, and to construct a 3,POO square foot: building. The proposed martial arts school is classified as indoor participation sports which is permitted in trip, C-P zone. The required 13 parking spaces will be located mostly north of the building and separated from the north property line by a 2. foot landscaped strip. On the south side of the building a 10 foot landscaped strip will be planted. Street acciss to the site will occur directly west of the parking area on SW 68th Avenue, a two--way major collector street, A Sign Code Exception (SCE 10--86) has also been requested to have 45 square feet of signage where a 30 square foot limit applies to the G -P zone. This application will be revip,w(%d -eparat:ely by the Planning Commission on January 6, 1987. NO1 ICE OF DECISION - Gf)R 22--86 -- PAGE 1 4. Agency and NPU Comments The Building Division has reviewed the proposal and has no objection to it. The Tigard Rural Fire Protection District has reviewed the proposal and has made the following comment: Fire fighting water supply shall be provided so that no portion of a commercial building is further than 250 feet from a fire hydrant. The Engineering Division has also reviewed the proposal and makes the following comments: It is likely that eventually the City of T ic-•zr•d will impose no--parking restrictions along SW 58th. Therefore, sufficient on-site parking will need to be provided by the applicant in the conduct of their business. No other comments about: this proposal were received. L. ANAL_Y<3IS AND CONCLAYnION 1 , Parking. the minimum number of parking spaces (13) is provided in this proposal . Of these, three are sized for compact cars and one is provided for a required handicapped parking space. Ident:ificati ,n of this space will be made either by painting the handicapped parking symbol on the pavement of the parking space or with a handicapped parking sign placed in front of the space. �..,.. handicapped space should also have a sidewalk ramp provided . Due to the applicant' s desire to provide only the minimum number of parking spaces and because future restrictions for parking along SW 68th Avenue may be limited or eliminated, expansion of the proposed structure will be. severely limited under the present provisions of the City of Tigard Community Development Code. 2. Access and Egress. AccPss to the site is from SW 68th, The applicant proposes a 20 foot wide driveway :lith a concrete apron opening onto SCJ 68th. In addition, a 5 foot videwalk with curbs is also provided, The 20 foot access does not meet Code requirements which specifies a minimum pavement width of 24 feet. The applicant needs to submit a revised plan showing a ?4 foot dr•ivoway which will not reduce the required parking space arrangement. NOT ICE: OF DECISION - SDR 22 86 PAGL_ 2 3 . Landscapinq and Screening The applicant indicates the location of landscaped strips on the site development plan. These include a 10 foot wide area on the south side and the southwest corner of the proposed building and a 3 foot wide area on the north side and northwest corner. However, no mention is made of the type, size, and species of the proposed plant materials (19 . 1.00.015 c 4) . Revised plan needs to provide the Department with more specific landscaping plans. The security lighting located on the north side of the structure must be directed to minimize light intrUSion to residential dwellings north of the site while maintaining adequate lighting to promote site safety and security . C. DECISION 1 . UNLESS OTHERWISE NOTED, ALL CONDITIONS SHAI...L BE MET PR10R TO ISSUANCE OF BUILDING PERMITS. 2. The applicant shall provide for, roof rain drainage to the public stormwater system. 3 . The applicant shall. provide for, connection of the proposed building to the public sanitary sewer system. A connection permit is required . 4. Street improvements including concrete sidewalk, driveway apron and curb, and utilities including streetli,_lhting shall be installed along the SW 68th Parkway (Avenue) frontage. Said improvements shall be designed and constructed to major collector, street. standards and shall conform to the alignment of existing adjacent improvements. 5. Five (5) sets of plan-profile public improvement construction plans and one (1) itemized construction cost estimate, stamped by a Registered Professional Civil Engineer,, detailing all proposed public improvements shall bo submitted to the Engineering Section for approval . 6. Construction of' proposed public improvements shall not commence until after the Engineering Section has issued approved public improvement plans. The section will require posting of a 100 percent Performance Bond and the payment of a permit fee. Also, the execution of a street opening permit, shall occur prior to, or concurrently with the issk.arance of approved public improvement, plans. SEE: THE ENCLOSED HANDOUT GIVING 09RE SPECIFIC INFORMATION REGARCIIC FEE SC14EDULES,_BOND ING, AND�AGRE:MENTS 7. The applicant shall provi'�, a revised site plan showing the required 24 foot driveway . IYO1ICE OF DECISION - SDR 22--86 -- PAGE 3 8 . The applicant shall provide a revised landscaping pian that specifies the intended type and size of plant materials for Planning Director approval . Code requirem,a!nts for street trees, buffering of the parking area, etc. , must be addressed in the revised plan. 9. This approval is valid if exercised within one year of the final decision date noted below. D. PROCEDURE 1 . Notice: Notice was published in the newspaper, posted at: City Wall and mailed to: X _------ The applicant & owners _ — X _ Owners of record within the required distance — X The affected Neighborhood Planning Organization —X-- Affected governmental agencies 2 . Final Decision: THE. DECISION SHALL_ BE FINAL ON 1/9/87 UNLEfiS AN APPEAL IS FILED. --�-^�a—.�V�v��� 3 . Ap.pea 1: Any party to the decision may appeal this decision in accordance with Section 18 . 32.290(A) and Section 18. 32.370 of the Community Development Code which provides that a written appeal must be filed with the CITY RECORDER within 10 days after notice is given and sent. The deadline for filing of an appeal is 3 :30 P.M. 1/9/87 4, Questions: 'If ycu have any questions, please call the City of Tigard Planning De-)artme.nt, Tigard City Ha1.1, 13125 `.:'W Fall Blvd. , PO Box 23397, Tigard, Oregon 97223, 639--4171 . J PREPARED Topp Dixon, s ' tan Plar}�r DATE William A. Monahan, Director of Community Development DATr APPR VED TI..D: sb/0306W -7 J. �•.» I _.f� rE� L__�J L7 t -- L ►' 1— Pr.L LEW18 I[ -LL,Jl, EL[YEIrTNh IL \ ec"00L NOTICE. OF DECISION SUR 22 96 PAGE. 4 —IF—T_I �� AD �� Uo2 � I y� I -� EYE G�. ►'�C f' �� r' �1--E_ " " ' Vr.C�,r.r�.�- I -►�d. 1be A+T -' RAINFALL RETURN INTERVALS FOR DE'3IGN OF CULVERTS Design Raill t.11 ! Return Drainage Area Predominant Interval (acres)__! Land Use Type of Street _(years) Less than 200 Residential Loral 5 Less than 200 Residential Collector or better 10 Less than 200 Commercial/ industrial All 10 200 to 500 Residential Local 10 200 to 500 Residential Collector or better -15 200 to 500 Commerical/ industrial All 500 to 1,000 Residential Local 500 to 1,000 Residential Collector or better 50 500 to 1 ,000 Comercial/ industrial All 5() 1,000 to 2,000 Residential Local 50 1 ,000 to- 2,0^0 Residential Collector or better IOt1 1,000 to 2,000 Commericial/ industrial All 101 Greater tne^ 2,000 All All 100 1+64H A-3 �t ?a- '2 C)2. I U 11`7 .0 . O&X ozo2 S Or Socte LO LA t e. ±�# Z4'S-4�Z3 1�w•. i . . . . . . . . .. `db i; :- LAS .:.. �.. o /P ►� 64 it C 'I 11 C In'l.��L The (i ee 2-5b,s ce � s Ili GZ = O-6 Z dJ� 0 o � T UJ 54E fi-60 J$. Oj yet- i , N1i �11 0 r r z Q m m I z TRANSVERSE EXPANSION JOINTS a Q I� � a � I TO BE PROVIDED AT EACH POINT OF TANGENCY OF THE CURB A AT OTHER LOCATIONS AS REQUIRED TO LIMIT THE SPACING TO 4 MAXIMUM OF 20 FT v 2 MATERIAL_ TO BE PRE- MOLDED NON - �_ Q EXTPUDED MATERIAL WITH A MINIhUty' cr ~ THICKNESS OF 1/2 . i �* Q 00 TRANSVERSE CONTRACTION JOINT z I SPACING TO B: NOT MORE T11AN 10 FT �� Q 2 DEPTH OF THE JOINT SHALL BE AT u ♦— LEAST ONE FOURTH OF THE CROSS - C� SECTIONAL AREA `0 ,I CONCRETE BREAKING STRENGTH q 1 10 BE 3000 P S I AFTER 28 DAYS N N w V 4 N O 6� 3/4"f EDGE LIZ n a. C> 4 U4 .4 :440 I o a 44 4 40 .Q. •� a - V 4. 04G44 --� I i O � N J I t O r d Q 1''AI. lP N � w 01 <D U cr o "" cr l L w z v w z (no -- o Q � � r w in F— C] U Irl N ~ m _Q w w 6 0 a oLJJ Q Q w � w (%Icr s fill ca iv 0W \ lM I i » • � h • � N ---- co all. 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PERMIT NO . 2 5 �-'8 7 '�--._ ._._!"oa.+ �.-.. :,�►�:�- ��.e.►,o.�!-" p.:.►�. x«.01•.0. - 3 OF 4 } .../ -• 1 y-+" - - M8:'-� � ;�"'." �, ,, ..: - � _. - .;,.+u�. � �. �. ,.� �% r.i-�r..Ar._...�wu�' F' ,_•..r- ._._ ...: __ *._.^"'eP110."'�'""�'_'c-..ict'. � 1 � � �" r l i -r • 1' 1 1 IIII 1 1 � � 1 1 '1 1 r �' i� I I 1 Il � � lit II � t � li tl � l1rt tl 'tij� �� i I � I � II1 tll � lll Ili � llt III II II I I I I � � I �� IlIl 2 3 4 5 7 6 J 10 I NOTE : IF THIS MICROFILMED �••"'!•��-�-•-���'•�'�� ••• �. DRAWING IS LESS CLEAR THAN THIS NOT 1.Ck "IT IS DUE TO -(QUALITY OF THE ORIGINAL DRAWING. OE 6Z 9Z a 9z SZ Vz EZ 'z Z IZ 0-.' 61 91 1- 1 91 91 tb I E I 21 11 01 6 9 1 9 S b E Z 1 ��1111rr1111I1�lllllllllllllll�fllfflllllll ,,1ll�UFII t�llttt1�11u1kn � stra it,1�11l��MH�IIII�IIIu�Itll�lllllll!I�IIIrllilll�111�i�,111I1t lifill ll�:It��I1111111111iu�1111�1111�111111Illltlil� ltllltlrlrlr111111111t1�111t0)11WI� plllllll�llfill11h1w111.1F MARCH 30 19 92 IL )r m i i NOTES : '� . CONTRACTGR SHALL PROCURE AND CONFORM TO ALL CONSTRUCTION lnbu PERMITS REQUIRED BY CITY OF TIGARD. CONTRACTOR TO NOTIFY � i �..4-=**k:, c���luc,►� civ ,�, s � � CITY AND ALL .,TILITY COMPANIES 48 HOURS PRIOR TO START OF ' 'pSZG��.'R•t�' (rUrZ1.Jx� 1`0 , Z CONSTRUCTION. Z .Iw ,' �\ O � I \ IL 2 . ALL MATERIALS AND WORKMANSHIP FOR PUBLIC FACILITIES :"O 1 �� � �, \ ' I � Z CONFORM TO CITY OF' TIGARD STANDARD CONSTRUCTION S PECIFI.- 0 CATIONS r '�� _ ca _ V ydol .. ... __ . ._... ._._ __.- ------_..____ •---_.__ W 3 . ALL EXISTING FACILITIES TO BE MAINT4INEU IN-PLACE BY THE ��� - ----" " - - \ �J � ' / of Q CONTRACTOR UNLESS OTHERWISE SHOWN OR DIRECTED. CONTRACTOR I TO LEAVE EXISTING FACILITIES AN EQUAL OR BETTER THAN _ 1 t�FACILITIES ORIGINAL CONDITION AND TO THE SAI"ISFACTION OF THE ENIGINEER. ' 4 . C•'.-)NTRACTOR SHALI, ERF'.CT AND MAINTAIN BARRICADES, WARNING SIGNS, TRAFFIC CONES PER CITY REQUIREMENTS. ' \ 5 . ALL EXISTING OR CONSTRUCTED MANHOLES, CLEANOUTS, MONUMENTS, I W GAS 'VALVES, WATER VALVES, AND SIMILAR STRUCiUREE: SHALL BE ADJUSTED TO MATCH FINISH GRADE OF THE PAVEMENT, 5'�DEWALK OR 1t� P G MEDIAN ,;TRIP WHEREIN THEY LIE. � (4,A r c; 6.. CONTRACTOR TO NOTIFY PRIVATE U'IILITIF;S FOR RELOCATION OF � �q. • ` 7[ POWER POLES, VAULTS, ETC. 7. CRUSHED ROCK TRENCf! BACKFILL, TO BE UNDER ALL IMPROVED AREAS. '•- 1 ALL PIPES TO BE BEDDED WITH VINIMUM 4" CRUSHED ROCK BEDDING. to � iZlF 'ell 8 . CB AND JB TO BE SET SQUARE WITH THE DUIL;ZING OR PARKING LOT . WHEREIN THEY LJE. G 9 . BACKFILL ALL PLANTER AREAS WITH APPROVED TOP SOIL MINIMUM 3" ,� THICK. STRIPPING MATERIALS NQT TO BE: USED FOR PLANTER � N xl� � I QC � 2 Z C MW- BACRF'iLL. `; I �'�; / '� •\ ' S > C O x d 10 . 5" NOMINAL CURB EXPOSURE USED FOR DESIGN OF ALL' PARKING :GOT GRADES. ].1 . ,BYOB~ SEWI:�R PIPE TO BE SCHED!FL�E a0 , UNL.ES�S OTHERWISE N1�TED. t ' I rR ^mac T /�{,� M4, \ ►ZGOf DRAIN ft-fv) \ g� 2. CLEAR AND GRUB WITE'[IN WORK I,1'MITS AI,I. SURFACE VEGf:_ ATION, , � ` � �I,, �,�. ; .c`�+.IL r7,�p TREES, STUMPS, BRUSHo ROOTS, ETC. I 13 . STRIP WORK LIMITS RIEMOVING ALL ORGANIC MATTER WHICH CANNOT BE COMPACTED INTO A STABLE MASS„ I ,� '� � \ `\ \ ,\ �• � 14. PROOF ROLL, SUBGRADE TO 95'8 OF THE MAXIMUM D1tY DENSITY PR IDR ^��" �_ �►� � '�.', \ `• \ \ ,\ ` �\, TO PLACING EMBANKMEN'T'S OR BA.SERCC . 15. C.GN57`RUCT FILLS IN 5" LIFTS COMPAI:TIILG EACH LIE'T TG 95)! OF • \ , ', '� ,-� � � •�,� � - w THE MAXIMUM DRY DENSITY PER AASHTO T-99 ::EST METHOD. \\` 15. CRUSH '� � I LI \ \ `• �, ` • •� ,� , � � I OC TO CONFIRM TO SECT`tON 7 03 OSHD STAI�IDA.RD v \ \ SPECIFICATIONS. COMPACT TO 95 GF TEfTr MAXIMtFM DRY DEINSITY PER AASH TQ T-•9'9 TEST' METHOD. 17 . AC PAVeMENT TO CONFORM TO SECTION! 403 OSHD STA4,NDARD �G�«�� �I`�(� SPECIE TT ICA r1N.S. � �� � � . � I F►t _\•\•• .. . . _. ` -.,.` �. ���a. . - � ,�•,�\ \, �` - ' . \' i .._.___.._,. ..__.... .� 18. ALL GRADING, ROCKIR3 AND PAVING TO CONF•'ORM Cit] OSHD STANDARD ! \\ `� \ \ � \� � w r M1t APPROVED FOS' CONs"rRU I °' �' • SPECIFICATIONS, .1984 EDITION. � - \,* e �J `� ` •: , �\ ,' ~•'� '` . 't. \`\`�\`' ` \�• CITY O T n, u' s 19. UTILITIES SH m r ✓ . , 4 I ...�A, RD "a r OWN ARE APPROXIlSA..E OIyLY. CON�'12ACTOR TO FIELD � I '�. \ '` ` `.• \ � \ ' . \ ' ..\ \ 'VERIFY LOCATIONS OF ALL EXISTING UTILITIES PRICE TO ,� �-�._•p TRi)CTTON, I ,1 \ \ \\ \ \ \ `r`� . r� z: c3 a a c� o CONS ! ; \ \ \ '�, \ I� - I .a r�.f�d'ti� .�2' — I 8- r r► 2 CONSTRUCTOR TO FIELD 'IERIrY LOCkTI NKe ow ow 0 '� / w o ,N 0 EXI 0 AND DEPTH OF ALL I ` � -'--- a \ �. ` \ ` \ \ \ `\ BYE L_ f�4 T" '._ 5 �a I If ►. STI2 G '�lrl'ILITIES WHERE NEW P'AGI.LiTI1ES CR7E�S. IF GR,4DE r. i '�. - --J � 0 A MODIFICATION IS NECESS.AP CONTRPiCTOR TO NOTIFY E''lGINEER ;I C3 \\ \ \ \ \� �\ � ,.\\ \� \ --- -- Q PF IOR 'm CON5TRUCTIGN. 1Y r\ I ~ \` \, , �` •� \ \ s O (lit d \ ` �� \\ `` \ \ S c 21 . SANITARY SEWER SERVICE TO BE PVC IN CONFO.F.;!9AI�CE WITIi Ao'TM D3034 SDR 35. i \ '' G' CON. UC ON ,' APrF J: STR TI ' 1 I "airanru" .- --.._ ,.....•,,:.c ;..,garTsccy. .:=3: .J .�.• -.,.. T_ __. _� �. _.... .-.. �_ ...___ .-_. _. ---_ T x.r_�•."r — _ - -- _—• mac; I .•. / p ?�•'JET1 EY -_ OAtE S•Z9't3 / r� _`_ .=�. '= -.` x.- -� � _--. - �� . _(CIT ti' I ::.rapt - tli 22. SEE ARCHITECTURAL PLAN, FtSR SITE LIGHTING, �IMEN5IONIlIC AND - ` �>r- �,aIlI�1 �°r�{P;� - - --- - vr � � CONTINUATION OF ALL UTILITIES. � I ___ E':Gf ;r,I�= Irr _ na =S�z�9�t` 'v, � r It, r.1�'1�A �11.� ` ;zu w � :A TZ;" e,,- 1�1 23 . CCN TRACTOR TO COORDINAOTE AND PAY ALL COST -kSS0CIATtD WITH �I , `� fr' � oe �, yr C, •.J., n •' r � = r.:, s x 1 CGNNECTING TO CITY SEWER, WATER ANBD .STORM D%k1N FACILITIES. I cv L7�Y'I.f�,Nr'T' I►.� c.:1.1 R� - ( � "�, '` � �, _ �t,.l _ 5 T N � F�y _ OATS t5 7 P G.F. C.0 CY DATE "z „I!lrra CABIEr,O Bv. DATE -Jk 0 YJ.aT.UI:/T F,v DATE 7 / V 6• I I \ .ro .�� T By DAT10 0 E �.-- By �� c> Y eY DATE �000 Pst coNlc. . _ -- p Q. �C/X Y TACK CL 9 A/C PAVEMENT �'--"`w►.� STANDARD GRATE • F R A�1 E ` SPECIFIED eTHERM SE \ AS' UNLESS ASHOWN ON PRO ECT PTE VLEvATGN 11 E ANS r 7'-1/;. 1"-0 CR.RK. BAS SURFACE OF STREEr _ Y, =. : EXTRUDED CURB ~ . _ � s., .-�� I i)E E[�SIO FAC GJRB r -' ,.v, `� + I N PAN M:NTN E Oi O r O 1, 4'"pRAIN AT - SEE PROJECT PLANS �� �� '= =L CO PAiCTKD SUBOF�ADE 5U8GRADE FOR INV. EL 6 PIPE co SIZE ■� 1 INV. PER PLAN � ORIFICE DIA, I� : REOtl1RENrQNTs f ,Z A5 RE0'0. / `/ ,�NARP PAVNVG AS 94OWN lU a :� .• P�A1V FORM LOCAL, DEPRESSION W 4"DRAIN PIPE i ' NOTES u' I PIPE(S) CAN BE PACED IN ANY *ALL -- --yam --- -__ ' s"►SIN 2 STATION SHOWN ON PROJECT F'LAWF IS TO CENTERLINE OF C s _ S ALL CONCRETE SHALL BE CLASS A/3300 PSI SHEET 4 DRAINS SHALL 9E 4"INCH CONC DRAIN TILE S TO CONSTRUCT CI_EAbUT REPLACE GRATE WITH AccT10 4,A I'`3t'Y I'_II}. STF..EL Pt ArE A 'THK:N' i)R',L 0NE, 1" DIA - LIFT HOLE NEAR ONE ENO OF PLATE 0F - JOB NUMBER 1162.000.A y ,.�,.,,. ..,�,.._ .,,,,,, _^s.w.��_.., _ ,�_,.�, •,.,.,,... :.�,�:?.:T�sc..V�.t '.':t:;fe��iNN"�'•,.,Zu'.�4C'..,._ -: __ -.. --^ -. 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