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11305 SW BULL MOUNTAIN ROAD-6 NOTE' STORM FACIL177ES WEST OF �--� CO. 57D. AREA DRAIN, TYPE l,' MN 2+ 78 ARE TO BE PRI VA TEL Y •I I'I - 9.50 OPERA TED & MAIN TA/NEO. -- i - FILE COPY APPROVED FOR CONSTRUCTION C/NE' `ii• � �i CITY O F T I G A R D 1, J� � ' • 1 I •i / . ( 1• " �) it ' _ •.n ? , it (1 �,1 �� V C it / ► I , 1 C _ 1+65 6" CPE 1 ', _ FLA T TOP MIK 1 10 CPE `. 10" : lE /,V = _DAT RA TE 287.DO �r '`+ l;�: `•�. - IE OUT = 28 t.'>QD 1+. �a„ 3 FLA T MH - - �' • \a • f)- Il . E. 286.00 /E /N 265. 10 4 . i ". ,N. f1T ' r -.� "-�r Tim l-�'�1 T ` '. 1, 'a\ 'a e /E OU ��285. J, L"IfFww ti i �1 www _' r�\ •��\ ';, '�•. l � C t, ♦V \\ ,ta CONNECT TO EXISTING ,�► FLAT'S TOP MH 1 '' `'•4 t�' 'a aa. C SAN/TAR Y I:lE /N 1= 28/2.00 `';R W� C •'t 1 t'r '. • • f. , 1 r �E OV•I�� — ` 1.V 0 t;i ,. t lad T I[ •'- � .- i I •\ I,i � •� ter..��.r �rlr+rr�r•+ .rvwaov 286 -ew 'x 121 X' I"7HCK . ' '' �`` 1 Ir_ N �. zj '121p-D/A. KELL GRADED , I I %. \ qty �. Z. 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'\ ,� r; r - 589.43 30 w 161 D� t1. . ..•.•. .� �� +., rr�ll�wr�r�ar��rr���rra�r�rrrrl���rr r T' sr�r.r}+r r4r.��rrrr�wr��rrrr�wrr�r�rrrr.r��rr�.�• .r LEGEND •1=" '1•'\ 'YID.+ " •�,., VAL V 'S'O. .'.' CUR1� �•S,.fel.• . i' SILT FENCE • NEW A.C. PA VEMEN T ' � ':til � • c: '��: .;. . . -LAX {JD� .'.'. . . •�• 'j:::... . . ��, ...•,.. .. C�/R. ; _ fig' . .' °o ' • . �• NEW CONCRETE SIDEWALKS .'.'. . . . : & DRIVEWAY APRONS SA , - NEW CURB -- .................. ' MATCH SAWG'UT EXIS77NG '17 1 , ;'•`�/ ..................................•....... CPN PERMTT NO , 5C1 - 92 i; I OF 14 l , . -_ .. ... . . . .... ra� •'�+�'g '�+!`�Y' ,,`7�"'/ �'7�';` ,ii.'r'.r {, ��" _. -•. ". . _ .. +r�8a*,ldBi!• tl ,.. .. ..� 1e 1��c ••r�•''rN�ip!!'�r�'?'70►'�y.rr.,�Arw�►�, .•.: ., �/j/� � �.-r:1,:- t�ICY9v�wti►^'-,rrc,�wswfr •.wp.W,KrysR'�pt• . .. MI T� S$ � 1 � I I I A d, i I � { { � I4111111RA��NG LItifTHVG DOr•iMVT IS LE. 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"n-R< • �� 1•� r' .T � � .�. ��., .«3t!'�.�•F.'d -`/Y•}� J. .r+M ARS`, Y lam. r, 9 •1 • y�. 7 .1 .�• ., r. � 1 t rY"- -�. •.i .. `Ile _ �} f '.��'li 'Y- _'�jyr„•+ � y j � '1. �-�. ;X`f=�J.^' ,t vT�' ,�• i �y' ."�'�'tE', �, i }�,: •'",y.�.., �rl- .i: ' "� � i '... r i y'4' =t, �l � ` • 'A V E�l�f"r.." �. AR , W 5.%i ov1. iii• r ..• >: �:• "i r - y.y `�+t.fir .� � �'` C _ RB Nr� R S (�RT�4'T ... d aft kg. � ' 4"X4'X4$" INSIDE • . . 4 ; r� DATE CIVIL E IfiE R DRAWN n* :�.. . 8 awrxa AP�VA N E t.., .(OR APPR13VED EC�I�AL> n1 — /�a'—o LVLING X0.3•._..? AEA 18 ( mc ..,<. 3 COURSE '� • ' '"' 4' MIN. 3/4"-0' COMPACTED BED o00$oo C)°` 00n EXISTING SOIL 9' -� NOTES, BAIL L.UUKSL 1 SEE PVMT. SECTION 1. CONCRETE TO HA%![ A BREAKING STRENGTH OF 3000 PSI AFTER 28 DAYS. Is 2. EXPANSION JOINTS A. TO BE PROVIDED+ 1) AT EACH POINT OF TANGENCY OF THE CURB. ONSITE 2) A f EACH C'JLD .JOINT. 3) AT EACH SIDE OF INLET STRUCTURES. 4) AT EACH END OF DRIVEWAYS. CONC. CURB\SIDEWALK 7 5) AT LOCATIONS NECESSARY TO LIMIT SPACING TO 45 FEET. B. MATERIAL 'TO BE PRE—MOLDED, ASPHALT IMPREGNATED, NON•-EXTRUDING N.T.S. C-3 WITH A THICKNESS OF 1/2'. i 3. CONTRACTION Jr1IK1 S N A. SPACING TO BE NOT MORE THAN 15 FEET. O :�t B. THE DEPTH OF THE JOINT SHALL BE AT LEAST 1 1/2'. (�j O r� O O ; � Q� Cv 0 p CU C7 00 L6 CSC N Qj r's, Lf) cx) t\0 (�j Ln N \0 03 Qj Ou % i t FLn Cl c-n Ln� :� �j Lj Lid Ld LrJ LTJ LSI L�1 ►�, ►-�.� '�-, ►� ►--4 ................. ................. ................................................................................................................................................................................ .............. ........................................................................................................... ............... ..... .. .. ... 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III) llll Ill.l illlll�'�I�1111 �.Ul �I ll �'ii''LI ll�.l ll11111�'�I�'1i.��'l,lyii' 11�'.I LLII 'I' 'I � 5 ^;1ILIII �III8I Ill'IIIJ'11 l i i(1111I�fi.l iIIII (lZ� T l� 11ill 6J1 IIII1iIIII III1lII I tE(III1IIlZIIIIIIII IIII�1+,!�� rI� I ' c r, A M w f FILE TJO. • BULL MNT- • PERMIT PF n •f 1' I i f i :ham 1� ENGINEERING PERMIT PERMIT #. . . . . . . : ENG92-0046 DATE ISSUED: 07/06/92 By: PRIM. PERMIT #. : ClIP91-0005 SITE ADDRESS. . . : 11305 SW BULL MOUNTAIN RD PARCEL: 2S110AB-00500 SUBDIVISION. . . . : ZONING: BLOCK. . . . . . . . . . . LOT. . . . . . . . . . . . . . PERMIT TYPE. . : SOP IMPROVEMENTS QUANT RATE VALUE AGREEMENT DATE: / / GRAD/EROS ASSURANCE EXPIRATION--- STREET PERFORMANCE: / / SAN SEW MAINTENANCE: / / STM SEW UTILITIES ALL OTHER TOTAL . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .$ Remarks: STREET OPENING, TO INSTALL A (PUBLIC) STORM SEWER MAINLINE AND TO C014NECT THERETO. ALSO, TO TAP & CONNECT TO AN EXISTING SAN. SEWER MAINLINE. Permittee: ---------------- FEES -------------- CHRIST THE KING LUTHERAN CHUR. type amount by date recpt 11305 S.W. BULL MT. RD. OPEN $ 317 .92 JSH 07/06/92 22917Q TIG,ARD OR 97223 ' Phone #: (503) 369-2789 Engineer: BENTLEY ENGINEERING CO. 2020 S .W. 4TH $ 317 .92 TOTAL PORTLAND OR 97201 Phone #: ------- REQUIRED INSPECTIONS ------- Permittee/Agent Signature: ---STORM SEWEk-- ------S9RFFT----- _ M.H. & C.B. CRB LINE & GRADE PIPE LN L GRD SUBGRADE BCKFLL & CMPCT BASE ROCK AIR & TV TEST LEVEL COURSE City of Tigard, Oregon WEARING COURSE 13125 S.W. Hall Blvd. ---SAN. SEWER--- TRAFF & PED CONT P.O. Box 23397 M.H. & C.O. MONUMENTATION Tigard, Oreqon 97223 PIPE LN & GRD STREETLIGHTING Phone #: 639-4171 BCKYLL & CMPCT WALK/APRON/RAMP AIR & TV TEST FOR INSPEC'T'ION, CONTACT: ----GRADING----- Carl Vieweg #639-4171. (office) --REPR' S/ADJ,S-- CONTOURS #780-2647 (mobile) DRAINAGE --- PATHWAYS---- EROSION CNTL. COPY TO. " APPLICATION - STFLFT IMPRO` MENT/EXCAVATION (WHITE)-FILE ORD. 1 � ENO. 7A-14 (YELLOW)-INSP. (PINK)-OTHER AGENCYEiLDG. (INSTRUCTIONS ON SEPARATE SHEET) ® (BLUE)-APPLICANT APPLICATION NO.: -- APPROVED317.96 NOT APPROVED [� C I I Y �)I'. .I�IGARI)' ORI'.GO:V FE.L AMT.: !.Q C:I Y IIALL RECEIPT N .: el_z ZZ��I_T�`-- PENDING FEE. PMT. ❑ BY— DATE^_.? / 4 / 9Z _ PENDING SECURITY E, PUBLIC WORKS DEPARTMENT _ _ — .. - - - - - PENDING AGENCY 'OK- ❑ spplication and Progress Record MAINTENANCE BOND.* ---- FOR STREFT IMPROVEMENT/EXCAVATION AS REWUI RED PENDING INFORMATION E3 ANNUAL EXPIRATION DA —------1------ PENDING VARIANCE CI — -- 50 _9Z DATE ISSUED: -�__�-.1. 9 BY PERMIT NO.- _ __ _ — STORM EWER L . E_I APPiJF�TENAIVCES (1) APPLICATION IS HEREBY MADE 1.0 EXCAVATE FOR AND INSTALL_ - SANI_TAR_Y SEWER LATERAL &_TAP AS D17SCRIBED HEREIN, IN FULL ACCORDANCE WITH CITY REQUIREMENTS. Christ the King Lutheran Chruch 11305 SW Bull Mtn. Rd.- Tigard OR # 369-2789 APPLICANT __`._ kA�------ --woo`ncs`s--- W034 CONTRACTOR Benge_-C structiQn _.333 State . Suit�Y-IN Lake-9��eg0` OR # 22Z-4047 PHONE N A!NE ADDRESS # 222-2BJ 6 ISLs7 -- PLANS BY BENTLEY ENGINEERING CO 2020 S'W 4TH AVE_PORTLAND OR 9720 v PHONE _. �- NAINC ADOREss _ ESTIMATED IMPROVEMENT TOTAL VALUATION ( COST): S 7,948.0000%�Ang- _ MIN. -._.__._ --_._ ---_------ - -- — FOROFWICE USE. R17 A7 (2) EXCAVATION DATA: 0.04 x z _7 ..448•x- ° f__ DESCRIPTIU_N PROGRESS & INSPECTION STATUS STREET — ITEM DATE NAME SURFACE CUT T CUT CUT MATERIAL INSTALLED REMARKS/TYPE BY- 7YPE LENGTH L WIDT11 DEPTH ITEM & QUANTITY —.--- STREET I P N D -- t 12T AVENUE - SEE ACHE PLAN — E TP ON - f -- --- Q I E S _—_.- ESTIMAIED STREET OPENING DATE: T / E ESTIMATED STRE CLOSING DATE. _ - D - -= - _ ---_. . -- ---- ET 7.948.00 CLOSED ___ ( i) SECURITY NO. - SECURITY AMT.' E .-- -- FINAL ' SURETY CO.: Ivs_} g}"` - -t/ tNSPEC. %tE 'I3 t+�+ L,7, CERTIFIED CHECK CASH 0 -- - --- --- SPECIAL PROVISIONS / CONDITIONS (4) PLOT PLAN: INDICATE SITE PERTINENT PHYSICAL FFATURES; EXCAVATION LOCATION AND EXTENT. 1. All work shall conform to the - attached plan and to City - I I SITE: 11305 S.W. Bull �tn� 1 Standards & Specifications. - I I work area I , X I 2. �)oti_y_Mr. Carl Viewed (639-4171) 1 -- 24 hrs before starti n-cgwork.-- 3. ork__3_ORS 75/541-.571 allies lee—*. - 112th - 112th Avenue - �P tY Co. - X X X X renotification to Utili s, etc. 4. One a=-built Tlar & a T.V.__.__ A( i� �_ I� inspection to & report & En 1:4ineers work cert;.ficat.ion is 1 I ( _ required to be provided to the Cit ' k�efor:e acceptance of work. (5) NOT': THE CITY OF TIGARO DOES NOT, HEREBY, GRANT PERMISSION TO APPLICANTS TO CONDUCT WORK WHERE RIGhT-OF-WAY JURISDICTION IS THAT OF WASHINGTON COUNTY OR THE STATE OF OREGON, THI" APPLICANT AGREES TO DEPOSIT THE: REQUIRED SECURITIES TO COMPLS01 WITH ALL PERTINENT LAWS AND CONSTRUCTION SPECIFICATIONS PERTINENT TO CONDUCT OF' THE WORK, AND TO SAVE HARMLESS THE CITY AND EMPLOYES AGAINST ANY INJURY OR DAMAGE WHICH MAY RESULT FROM APPLICANTS ACTIONS. e"" 5. CUP 91-0005 applies hereto. , � o / Adm -• �� Frt�v DATE ! l _I n Pel IC-ANTS SIGNATURE �� CITY OF TIGARD OREGON January 26, 1993 \ Mr . Jay Robinson Christ the King Lutheran Church 11,205 S .W. Bull Mtn . Road Tigard, OR 9"7034 RE : Street Opening Permit # 501-92 (Assurance) � Dear Mr . Robinson: In the matter of the seven thoussnd nine hundred -eight dollars ($7, 948 . 001 "Agreement -ait:h Depositor and Trustee on savings or deposits" (Acct . # 439-0028681) between Christ the Kinq Lutheran CIA-U-I ch (deeositor) and First. Interstate =Bank (trustfeL and the City of Tigard, Oregon; this is to serve as written acknowledgement that the City has no further interest in said assurance . All required work. is satisfactorily complete . The funds may be released to Christ the Kina. Lutheran Church.. If yot; have any questions regarding this matter, please contact John Hagman at. 639-4171 . Sincerely, Randall R. Wooley City Engineer dj/JH:Robi.nson.1tr 13125 SW Hal! Blvd., Tigard, OR 97223 (503) 639-4171 TDD (503) 684-2772 -- — BENTLEY TRANSMITTAL Bentley Eng neering Company 202()S.W.Fourth Ave,Ste.950 Portland,Oregon 97201 (503)222-1 E 25 FAX(503)722-2996 To: Letha Thomas Date: 11/23/92 City of Tigard F'om: Kenrick Luck 13125 S.W. Hall Blvd. Project: Christ the Icing Church Tigard, OR 97223 Job No: 5172-00 Description- (1) copy of as.-built mylar drawing C-2 Remarks: c.c Signed: �I I- N� 1T FM' w �P�S No P��a F,V,I 1 v T2.DOT Coiistructiol, Inspection & Related Tests • arl;ion Testing, tic• P.O.Box 23814 77 ' Tigard,Oregon 97261 ph a(503)684-3460 JOB N0. _� — - -- Nov Ub �AX M 684-0954 ' KING LRUePEORANCFHu��HnCE SOIL DENSITY TESTS CHRIST THE. K ------- - -- _ Client CHR1'ST THE KING LUTHERAN CHURCH Project _ TisGARD OR _ Sail DescripTicm -- 3/4 -0 ROCK FROM TTGARD SAND AND GRAVEL 11 .F_. AASHTO T-99 122 .6 % Method oI T"est — Max. Dry Dens ty _Ibs./cu.ft. Optimum Moisture _ 12400 NUC 34118 _ Seriallt .---- - - -""- FIELD IN.PUCE DENSITY % ELEV. LIFT M O ISTLRF - LOS./CU FT.) COMPACTION DATE OF TENT TEST LOCATION FT. N0. +► WET DRY TEST NC. 9 .-� 4 132 . 121 .5 y9 . 1 11-05 .1LINF , 35 ' `>OUTH OF NORTH MANHOLE GRAC -. ' GRAC 8 .0 131 . 121 .5 99 .1 11-05 LINE . 45 ' SOUTH OF MIDDLE MANHOLE GRAD- 9 .6 133 . 121 .4 99 .0 11-05 3 LINE , 35 ' NORTH OF CATCH BASIN ------------- Remarks BENTLEY ENGINEERING CO r-.ITY OF TIGARD r. ITY INSrECTOF WAS NOT ON SITE AT THE LIME OF TESTING_ — ti . SWIERCINSKY/MBH — CARLSON TESTING INC. Tested by orization from this office. Information contained herein is not to be reproduced, except in full, without prior auth TRAFFIC CONTROL REQUIREMENTS 1 , The City' s standard specification for traffic control is "Manual on Uniform Traffic Control Devices for Streets and Highways", U.S . Department of `transportation, F .H.A. , 1988 Ed. 2 . Traffic control shall be provided for, as illustrated, at all time during work prosecution . No work shall be permitted during the hours of darkness, nor between darkness to 8 : 30 a.m. , nor 4 : 30 p.m. to darkness . 3 . Traffic control. devices, flagpersons (etc . ) shall be in place prior to initiation of construction work and shall, at all times, be effectively maintained. 4 . The roadway may be closed to through traffic during construction hours . The contractor shall notify emergency services (fire, police, etc . ) , School District, and Tri-Met 72 hours (minimum) prior to initiation of construction work . Advance warring of imminent traffic disruption shall be provided to the general motoring public by placement of advance notification signs at each end of the construction area 72 hours (minimum) before initiation of construction work. Access to existing properties st).all be maintained at all times . 5 . The City Inspector shall be notified 24 hours prior to initiation of work (# 639-4171) . 6 . The work area shall. be maintained in a clean condition, fiee from )bstructions and hazards . Effective erosion control measur,ee shall be provided for . 7 . A temporary hard-surface patch shall be placed on all trenches within the roadway at the end of each days work . 8 . The City reserves the right to restrict construction activities during holidays and. pericds of high traffic levels . The City reserves the right to add to or modify these requirements as may be necessary to endeavor to more effectively control traffic and to assure public safety; such .action sh3ll not relieve the contractor of responsibility . dj/engdoc\masters\tcr.mat. I 10/ZI -- u�.-sz� p(2D(�pSAI.. � TKE FIRST 'SE.1.�T�1.�CE`. .� V•�T- S�Tv�.t�oN Q.utrtL w��.��j pp 10/21/1992 11-'6 BEf,ITLEY Enqineerinq Co. 503 222 2996 P.01 BENTLEY MEMO Bentley Engineering company 2020 S W Fourth Ave,Ste,Arlo Portland,Oregon 97201 (503)222-1625 FAX 1693)222-29N >er� Mr. John Hagman Date: October 21, 1992 City of TI andGrad Chlodo 13125 S.W. Hail Blvd. C Project:� Christ the King Church Tigard, Oregon 97223 Job No. 5172-00 FAX 684-7297 Reference: Christ the King Church storm sewer construction In 112th Street. Letha Thomas has informed us that the subcontractor on the job(Dacon) has broken out the side of the existing manhole at Station 0.00 creating a rather large and ragged hole which will be difficult to repair. Ms. Thomas has Informed us that thn City will not allow Dacon to simply grout around the new pipe 10 (ill-In the hole which was created. We propose to repair the manhole in the following manner: . Sawout around the manhole and remove the grate, frame and top. 2. Place the new 10 Inch pipe. 3 Remove all loose concrete and clean all concrete surfaces to provide A good bonding surface, 4. Place concrete forms to conform as closely as possible to the existing shape and -.ize of the manhole, S. Place and consolidate 3000 psi ready mix concrete in the forms. S. Grout the flow line of the manhole to provide a smooth and filleted I-iverf. 7. Add 48 Inch precast manhole sectlons as appropriate to bring the manhole up to finish grnd": The existing manhole has a 24 Inch diameter riser which extends approximately 2 feet below grade to the top of a 48 Inch top slab. This arrangement makes It Impossible to gain working access to the manhole since there Is not room for a workman bend over or get beneath the top slab. Adding a 48 Inch diameter riser section will Improve the existing manhole to allow proper access. 8. f replace the top slab, frame and grate using grade rings a3 appropriate to t:rinp the slotted grey.to the proper elevation. 9 L ackfill and compare gravel around the repaired manhole. C-165.MEM 10.,21,/1992 11'36 BENTLEY Engineering Co. 503 222 2996 P.02 10. Place base ruck, leveling course and asphalt to match the existing paving section or as directod by the City. We feel that this procedure wlii provide a structurally sound and hydraulically efficient manhole superior to pre-existing conditions. Accessibility will also be Improved. Replacement of the existing manhole would require considerable excavation to allow for connection of the Existing concrete pipes. This excavation would Increase the amount of patching required, further add to disruption of traffic and delay project completion. cince the street is currently open and It Is our desire and the City's to complete the work In the !street as soon as possible, we request prompt consideration of this request. Please call me at my office 222-152G or on mobile a!930-2430. C.C. Mr. Stan Benge :signed: OV A FOR 1�Gr Poem CAI PT 7� I C-16S.MEM -J- 4 I a �r� �l- •r, i fp 43,A u cul �e A •y f b u ., w 1M11 966C FEZ 20S F;utjaaui6u3 ATUN319 i:9Y Z66'Ci9i./0i -" OCT-05-'92 MON 07:06 I D:P,ENGE CON*;fPIJCT I IlN TEL h li 1.'�1�_T _��F #081 P01 ----- . Z�4G47 s wn- BF NNE f October S, 1992 Xr. John eapssn City of Tiper!d 12125 G.W. U411 alvd. Tigard, Oregon 97223 svbjeotl christ The King church Dear Johne I am resubmitting our traffic control plan for the 113th sr. storm sewer. This plan will effect very few people and the street will be open for emergencr vehicles lrc+m either ends at all times. sLnoerely, XAM" sTAU IgA1 OO. , npe MON 07:07 I D:BFh E CONSTRUCTION TEL N0:503 --- 9081 P02 tA °-1 1 v ir 3 �lj lu � N N VS vi IQ A -4 t12- d a i i ,i FILE! Copy APPROVED FOR C0NSTRQ. l-!0N � QPN, Pt1!MA o By__ TP �ERM�7$�: Sot -9z- to 13 o S 1/� yEWAASC�7L2-4041 i✓ti4 � c � �tl A�r, 5�«Ck�.d(. i sS Post-It'• rand tax transmittal memo 7'871 M o1 Pages ► p� Phone M � t se k Fe■ 101.4k Om- .IN �a eAt7 77D �� - ----- - - �D � i . , vaM. DAco*3 IaC 1� Ty' OCT-02-'92 FRI 12:17 ID:BENGE CONSTPUCT]ON TEL NO:503 639-2952 #0" pal �,_ BENGE I � !: October 21 1992 I Mr. John Hagman Cit Qf Tigard 131 B.N. Ball Blvd. Ti9axd, Oregon 97223 ryes John, I am submitting our traffic control plan for 112th. Please note that coning will change to protect work area. Due to light traffic on 112th, we propose one (1) flogger as needed. Dincerely, DING* TRUCTION :C:O. nley C. Songs ��r S. •cNt d�nN v J " AA Aj .•1.4 16 t •V rf U N 'Y ' .1. 1 1111) (• io Clow ; 0010 •' ,1 S ' •',� L7, l 1s low qw, 111111111, Ow I ,o''` Il� �' ,� fid'•''' S. JWO .01 ,Wolin�s lot znd 6LOq rS6F-6219 £'05:ON 131. Nil 11 J118iSN0-) 30N39:Q 1 L i:Z I 183 2!6 I—ZO—IDO "��� °= Q 11 Fee: $ ';. Permi, No.,:,;b 0^�WA%tiINGTON COUNTY,RT�IENT OF LAND USE AND TRANSPORTATION r�_-, 1DEVELOPMENT SERVICES DIYI$ION 171555 NORTH FIRST AVENUE ECP fro T1 USA — Date: 2_ N _ HILLSBORO,OREGON 97124 RECEIVED V"NG 6 'UTY PERMIT cInspection Option:.,FP � 3 1992 APPLICANT Application and Permit tU occupy Mor perform op ;rations within Name: ( hh M the rig sway of County Address: and dedicated roads. I `f- Note. This IS NOT a Utility Permit. IJ ----- --------- -_ - - -- -, Phone: APPLICATION Applicant hereby applies to the Washington County Department of Land Use and Transportation for permission to perform the following operations within the rights-of-way under Washington County's jurisdiction. Types of operation and location are as follows: Type of work: —_amu ;p l�C � r i J?-L, Jr,l -- --►7k_LL-I�LJ'1, — �r) (,14Sn,' a+i an 'A�/ :��, , 1 Oddress of work: J r �' —_�" �i— m y� roject name: l f -&_ LILY. -- �T PERMIT The appropriate general provisions contained in Washington County, Department of Land Use and Transportation, Rules and Regulations for Pole Line, Buried Cable, Pipe Line and Mi:^ellaneous Operations and/or Facility Permits July, 1970 as supplemented and modified by the attachea standards and the following special provisions, shall apply to this permit, and by this reference, are made a part hereof. It shall be the obligation of the applicant to obtain said rules and regulations from the Department of Land Use and Transportation and to determine which of the various provisions are applicable before commencement of work under this permit. SPECIAL PROVISIONS 4) 4n� Ong 1� I Contact Way Selander (693-.4460) prior tdlwork oprFie;,t, v�ltn inrt°gord 4(L7� / f �._ Jn_ G� ri, rin �� JJ 214-Sk his permit is issued by the Department of Land Use and Transportation subject to the terms an `F" provisions contained herein and/or attacheI hereto. This permit is accepted and approved subject to said terms and provisions. Improvement cost: — LF _ Applicant Qeceived- surance amount: ��� - _ — Title � �� ___ 19 qZ Washington County0partment of Land Use and Trans�,,' o ti"M - Expires: �_ �,r , 19 � _ By , ? - ��' Title i3�+1 1 FR SCJ ', CNr�s� �t h►t�e� 1.•1�►�.tr� I L.E I T\J rD l 1305 (— bI*W-; 14 Zl. -93 P> or ho� J�e //C.otati+u3 y -s -wsy ` o1-1�tKas szt. "IICL ` vow -Js coHCrt�t i s I T BENTLEY 'TRANSMITTAL Bentley Engineering Company 2020 S.W.Fourth Ave,Ste.950 Portland,Oregon 97201 (503)222-1525 FAX(503)222-2996 To: Mr. John Hagman Date: August 26, 1992 City u. Tigard From: Greg Chiodo 13125 S.W. Hall Blvd. Project: Christ the King Church Tigard, Oregon 97223 Job No: 5172-00 1 Description: 2- 11 X 17 sheets Illustrating proposed alignment and profile changes to the storm sewer system in 112th Street. Remarks: We propose to change the alignment of the proposed slonll sewer as illustrated on the attached drawings. These changes are required due to a concentration of utilities in the vicinity of the manhole which was proposed at Station 0+93. If these changes are approved we will of course submit as built drawings reflecting+•:e actual alignment and profile. Thank you for your consideration. Il �i C.C. Signed: � i E c-116.Do r r f Cr rr. 1 1 e�a,.ce.��rtd �►.at wte.ci, t+o t•!��ow 1y �\,wk, -\�0 1r ed6�VA,� w�o ^�-e Z},aq w �'b•e r. w\. l . "..vIw,% zass .; .Ne rt•y.l T kill Z � L"� yoK C.o.,c Q F ",jet1 iATDfM i,1 -Zr BENTLEY TRANSMITTAL _ Bentley Engineering Company 2020 S.W.Fourth Ave,Ste.950 Poitland,Oregon 97201 (503)222-1525 FAX(503)222.2996 To: Mr. Chris Davies Date: August 14, 1992 City of Tigard From: Greg Chiodo 13125 S.W. Hall Blvd. Project: Chri,t the King Church Tigard, Oregon 97223 Job No: 5172-00 Description: 2- 11 X 17 sheets illustrating proposed alignment and profile changes to the Storm sewer system in 112th Street. Remarks: We propose to change the alignment of the proposed storm sewer as illustrated on the attached drawings. These changes are required due to a concentration of utilities in the vicinity of the manhole which was proposed at Station 0+93. If these changes are approved we will of course submit as built drawings reflecting the actual alignment and profile. Thank you for your consideration. C.C. Signed: C-142.DOT COURSE ONSITE IC. CURB\SIDEWALK , �� N.T.S. �V '-� _ A o e o W 0 0 Lri co Lo06 � `� � �• '�:''• I C7 00 lfj Q, �► �► I y R I E- cU up ti 0 �l W i Z _ .� _..................... ................. ...............................«_.....,...««.,.._....«..«................._.«... _««......................... rmsil CRA .... ................ za z 2qU . . .,...__.... . ..... _ .___.... ................ . 4 op « «.... «.«.._............__..........»...a�..._... • Z4>4 .W L•. ... ....................... ..........................................................................rte....��. ..................................-............. C. G .l ..wr....... ... ... «.r........ .. ..... . . ......... 2+0p 3+00 WA CO NO. 92- 917 CHRIST THE KING CHU CHRIST THE KING LUTHERAN CHURCH PARKING LOT ADDITION 11305 S.W. BULL MOUNTAIN ROAD TIGARD; ' OR 97224 PROFILES & DETAILS DESIGN GSC DRAWN RRL CHECKED GSC APPROVED SCALE NOTED BASE HME ,� ��,.: yrs .R � ✓ ylt��,i ►.'w+if> .r.• SEE- . r L '.tOIdiETE TO 14AVE..A •BEAKING° Pd1r1�TER:�.bAYt «, "�'�. ; :EXPANSION JOINTS '� «.,ti• •A. TO BE PRQVIDEd A7 EACH POINT OFNGEIIC .TAT OF THE CURIL AT EACHEACH CSIdED OF'fiJOINT. $ T STRt1GTUtES. �� re r »`W AT Dll.E �O� �,.'. ,).AT EACH END OF DRIVEVAYS 3 FEET.''!'' .AT LOCATIWS.NECESWY TO'LIHIT SPACIKG M•!1 :y "`�" • '.'� " E. 'MATERIAL TO•K*K-FC LDED.`ASPHALT 111PREGNATEIL 1�.r,EXTRUD]NG.�`,' WITH A THICKNESS OF 112'. v coMACTIM J 31NTS A •:SPACING TO BE NOT *-*C•THAN 15 FEET. 3 AT LEAST 1 Uri' / TIE DEPTH ff THE JOIN' SHALL !E •' Q .«....................»......__.....«........_.«......_..«.........»..._............ -- _........ , ............«.................. .........._. .........................._... - rvr L1. _._.. �Rp.i N JVP . r , _ l - ........o.......,_.....C�aE�. _....................... .y ..__._ ....«.._.. - - r ................ O+Op 1+00 S. W 112th .A VE. (PUBLIC) STORM SEWER PROFILE , N0. BY JDATE: EKING COMPANY 4,00MIMD, OREGON 97201 a. FAX (503) 222-2996 ' REVISIONS 1. . • l•E, 1 N Z8o•29 . 'r •1•` � •V•:J�7. I �Q*//Ar ''4.,,.3•x,M e?� -,1�,•'••,- 1�, ..t° i�, ir.:% ... . �" IN = ?77,`� ��`-•- - - - - _ - n• - - 0+00 4:- ` !u / LEGEND , *w A.G AA N,ry NT ir �•'r C(,YVCfPETE' SIDEWALKS & DRY VrWAY APRON.5 -; ;ice-•,� �-� ... s NEW CURB •W�STONN FA WEST OF s TO. AREA DRAIN, TYPE rl ti N -'•9*70 ARE TO BE PRIVATELY 1 OPERATED,k MAINTAINEQ , I sCPE C LA9V -mP M.N. lo, mc IN SATE ?67.00 41Q1.E.6VT 2-ta.0.1286�00 -oFLAr WH IE /N 28-110, lap.er Wr \n't \ lE 011 28A 4, r � ( �` _ ,• `' , KEN CONNECT TO EXISTING SANITARY SEMER` �' -IAP OF - lX1,01A. MEU CRAM ` Or..-RAP ELANKETWAL � { � �„7Gj•. WE T AS - '�..• '- . . . I i 15' to z U LAVE' 589'4,3J0"W. 161.01' AL VES' '•Rfl110YE'.. ` •,. r F . 4 . .. SILT FENCE i WASHINGTON COUNTY, OREGON August 5, 1992 Christ the King Lutheran Church 11035 SW Bull Mountain Road Tigard, Oregon 97224 RE: Christ the King Parking Lot - Project No. 92.917 Enclosed is your copy of the executed Public Improvement Contract for improvements required. I would like to take this opport.urity to explain: some of the procedures you will ne%�d to follow in completing your public imprrv(mlents. You must obtain a Fec-ility Permit before starting any work in the public right-of-way. The date found in paragraph I.B, is the date that the improvements mist be completed. If for good cause, you cannot complete your public hnprrr;eents before the completion date on the contract, you may file for an ext.en.5ior, of the contract under paragraph W.A. Any request for contract extension must be made to this office, in writing, frwlt both the Applicant and the Assurance Provider. If you need partial disbur.*ement of funds for work already performed, you must contact this office and request a stage reduction inspection. I can then authorize a partial release of funds under paragraph III.0 for the work accepted by the inspection. Wherm you feel your imprivement is complete, contact this, office to request a fi,mal inspection. Prior to the final inspection taking place, ycru mist submit. an engineer's certification (on the county form) , and two copies of the a::-ivii_lts. If the inspection shows deficiencies, I will detail them to you in writizyi as soon as possible. If the iru^pection shows the improvements totally acceptable, I will authorize release of all funds If you have any questions, please call this office at 648-8761. , - re Tessman / iate Planner / c: 1st Interstate Bank, 11760 SW Hall Byrd, Tigard, OR. 97223 Bentley Frlgineering Co. , 2020 SW 4th Ave. , #950, Portland, OR 97201 City of Ti.ga.-d, POB 23397, Tigard, OR 97223 Deoarlmenl of Land Use and Transportation, Land Development Services Division #350-13 155 Nath First Avenue Hillsboro, Oregon 97124 Phone 501648-8761 FAX 1-503-693 4412 RECEIVEL) PROJECT NO. 92917 AUG 0 3 199? DistriDution: Clerk's Office Applicant Assurance Provider rOMMUNIFY OEVELOPMEIVI Dept. of Land Use & Transportation PUBLIC IMPROVEMENT CONTRACT This contract is made and entered into this day of , 19 by and between WASHINGTON t,OUNTY, a political subdivision o e a e Of Oregon, hereinafter referred to as "County", and i Cof(kfAv c_fit(fccH and t' rri t,I, (Applicant) (Assurance Provider) 1(o (Address) (Address; (City, State & Zip) (City, State & Zip) (Phone NIIober) (Phone Number) tereinafter referred to as "Applicant"; hereinafter referred to as "Assurance Provider" WITNESSETH: I . RECITAL": A. Applicant has applied for and been granted approval frr a development known as Christ the Kind Church park]ng lot located atntain Road - Cit�—,aTiaard--• being County Development A^tion (CD em o. T of the County Land Development Division files, by this reerr nce incorpora a erein. B. Pursuant to the provisi,)ns of CDA Item No. in consideration of such approval the applicant must execute and fdlelwithhe irector of Land U;e and Transportation an assurance to provide, construct and complete all required public improvements or such applicant must fully install and repair all such public improvements prior to ^ Noveinber 10. 1992 C. Pursuant to the Community Development Co& In effect on this date, the following improvements shall be installed in accordance with County specifications and the junty approved plans: Fruntage: Siuewalk and 2 Driveways on j,W bull Mountain Road D. Applicant desires to enter into a contract to provide said priblic Improvements in conformance with said CDC and agrees to maintain an assurance in the amount of $ 9,058.00 M_— in conformance with said CDC. E. Assurance Provider is to provide an assurance of $ 9,058,00 cuniorming to the requirements or said LUL, and UUA item No. N/A NOW THEREFORE, it is agreed by and between the parties as follows: !I. APPLICANT AGREES: A. To all the recitals and provisions of this contract and to comply with the requirements of CDA Item No. N/A 1 of 5 °- PROJECT NO. ^y2^r-2 B. To install and comple`e all impruvemerts required by said LDA Item No. _N/Ain acco dance with County standards and specifications and rep�pa r all existinyand constructed facilities, within and outside said development, whirs are damaged as a result of the development. A17 construction and repair w;nrk is tc be done in a good and workmanlike manner in accordance with applicable County laws and as shown more particularly on the construction plans for said development which have heretofore been presented to the County for acceptance. r 4 y.3�i-CY�0-Iv9�l C. To mpintain with Assurdr- Provider an acre table security deposit ? (assurance) consisting of 011 e W ' m ku (insert "Cash", "ash in Escrow", "Irrevocable Letter ot Credit", or cesrgnafe other acceptable f rm of assurance) for the benefit of County in the amount determined by the Dire^tor of Land Use and Transportation, to-wit: $ cl 05)S, G O to be in effect from t , until 10 days af the date in paragraph II.D. below, unless a notice ot C a m is delivered to Lender from County withir said time period in wi _h case the assurance shall immediately be made available to County to complete the improvements. D. To complete all said public improvements and file and record all dedications and easements necessary to comply with the requirements of the aforesaid CDC on or before the �30 day of November , I9.2L• E. To restore any monument erected or used for G, purpose of designating a survey marker or boundary of any town, tract, plat or parcel of land which monument is broken, damaged, removed or destroyed, durirg the course of work provided for or anticipated b) this contract, whether intentional or otherwise, by the applicant or his/her agents, employees or independent contractors. F. That if work on the subject improvements of this contract is abandoned, inf7omplete or deficient in any degree after NovQ + lg , County mai collect the assurance described in paragrapha ove, n to a or of such lesser amount as is necessary for County to bring said development in compliance with the requirements of II.B. and D. above. G. That applicant and applicant's principals are severally and jointly liable for any and all loss or oamage resulting from the failure to complete the priblic improvements in accordance with II.8 and D. above, including the expense to bring the improvements into compliance with II.B. and D. above. Applicant further agrees that in the event that any sui . or action is pursued by County to enforce any provision of this contract or CDA Item No. N/A � , including any suit or action to obtain release a° the security deposit, prevailinn party shall be entitled reasonable attorney fees at trial and on appeal. Venue for any such action shall be the Washington County District or Circuit Court. This agreement is in addition to, and not in lieu, of any other enforcement action , vailable to Count%, including permit revocation and citation. N. To hold ha-mless and indemnify the County, its officials, agents and employees for any and alp claims by third parties and arising from applicant ane'/or applicant's officials, agents and employees acts or omissions to act in the performance of this agreement. The applicant shall acquire liability insurance with coverage not less than $100,000/$300,000 for such purposes and with the County as a named additional insured. The insurance shall not be cancelled unless County is provided with not less than, thirty (30) days notice of cancellation. ?',, „plicant shall provide County with proof of insurance as required herein. I. That this contract shall be binding on the arplicant. and Lhe applicant's successors in interest and is entered into in order to comply with the aforementioned CDC and CDA Item No. N/A Ill . AJJUKNIIIt 1'KUViULK NUKU.): A. To maintain tht aforesaid assurance in the amount of $ 9,058.00 _ for the subject development with first claim and priority to Counnry. B. That $ 9,058.00 of the total security deposit has been allocated for the improvement and aeve opment of: [rontage: S!dewal!: and two Driveways on SW Bull Mountain Road 2 of 5 PROJECT NO. 92911 C. That abs)lutely no disbursements of the deposit shall be made without prior written authorization by County indicatin( the amount to be disbursed, corresponding with the public improvementrs) which are in compliance with II.B and D. above. Disbursements will be approved by the County in accordance with this contract within five (5) working days provided the request is on a standard form of the Engineering Division and is certified by the inspecting engineer as being complete to County standards. Requests for disbursement shall be submitted to the County no more than once in any calendar month. Any approved disbursements will be mode from an approved construction bid schedule, or on the following schedule. ITEM AMOUNT Drainage Catch Basins Curbs Beic Rock o- Finish Grading/Paving _ c�- Sidewalks Cente�,line Monuments, As-builts, Inspection Services and Engineer's Certification • 1,997, _ Other Items- )�;va sy +moa. vQ Holdback 0%) -o_ 0. That if County requests, in writing, the deposit or part thereof, pursuant to this contract, that Assurance Provieer shall immediately make available tr County the amount requested, if such requ(!.. is sent to Assurarce Provider .,i,"in the time period of II.0 above. Upon such a request, Assurrnce Provider withi•j is to make the amount available to the County without regard as to the merits of the County's claim. County's claim is paramount to all parties including Assurance Provider, notwithstanding any default by borrowing party or termination of loan by Assurance Provider. Any dispute as to the merits of County's claim shall be between Applicant and County. E. That pursuant to the schedule in III.C. above, 10% of the funds ($ N/A ) will be held back until all required public improv— emends 'lade bepn inspecfeFand accepted by the County, and a maintenance agreement and assurance has been executed and filEd in this office. IV. IT IS MUTUALLY AGREED AND UNDERSTOOD BY AND BETWEEN APPLICANT, LENDER AND COUNTY: A. County may enter into an extension of this contract if tr , applicant demonstrates good cause for the extension (to be determined b,; Washin?ton County). B. That this contractual agreement is being entered into pursuant to the- Community Development Code in effect on this date anu that all matters that may be disputed shall be resolved so as to comply with the previsions and intent of said CDC. i C. That waiver by any part of the strict performance of any provisions of this contract shall not be a waiver of or prejudice to the ot;ier party's right to require strict performance ,f this contract in the future. D. That if any provision of this contract shall for any reasor, be herd invalid ur unconstitutional, the rem finder of this contract shall remain in full fo •ce and ef• ?ct. 3 of 5 PROJECT NO. 92917 IN WITNESS WHEREOF, the parties cause these presents to be executed: Dated this day of _ 19_ Applicant: (Individual) - �Signature) STAIE OF OREGON ) County of Washington) ss. Personally appeared the above-named and acknowledq=d the foregoing ns rument to be voluntary act and deed. Before Me: Notary Public for Oregon (Notary Seal) M,, Commission expires: - - - - - - - - - - - -``- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Dated this 6 day of J1U L S' 19117 . --r (,07, E11A- CNurt(k (Corporate Seal) orpora on) BY J V o1 / Sow res erl't) L By X L"(J'sl P� (Secretary) STATE OF OREGON ) County of Was`ington) ss. Personally appeared /d� 0 � who being duly sworn did say that he/she e presidert 0 7e{L. - k I ry ( L L t I I-i L �,q "rad tz C l-1 and trli.L int- aeai arrixeo u uie Toreyoing lnsirument is the corporate Tea i of said corporation and that said instrument was signed and sealed in behalf of said corporation by authority of its Board of Directors; and he/she acknowledged said instrument to be its voluntary act and deed. C nt�ri�eat r OF,-I'..r'LFFAL Notary Public for'Oregon I — 'Y` Bolt rSet�i�) N04AP.Y rU13LIC•0.-c 30N OOaA V'30NNO.di5Ua5 n !� mfcommissioNFYi`!n sJUN'.29,1GN My Commission Pxpires: •..4.?.�.��Sv+riS`ac'S5�`a.'SSS�SSS'SS`^S 4of6 PROJECT NO. _ gag 7 Assurance Provide, : T3 gna Ore a\ o n A �cam_ (Title) I f10, � ,nI- „ tai, f”(I o o, , g, j (Institution) —� P c 1),� 1_) zl�, _ (MailingAddress) (City) a eSTATE OF OREGON ) County of Washington) ss. Personally appeared the above-named T 0.UO Y\ C, and acknowTecTge-t a orego ng 1 nn'strument to be voluntary act and deed. --Before Me: ('t-C�VI'l ew- �:r.,Y , otary Public fdr Oregon 4Nalrt>rSeal) r � nio "ra "'y My Commission expires: - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - OARD OF CO NTY COMMISS ONERS WASHI ON`�Dtif1TY RE BY ( c o o an se and r spor iri) By au h rity of the Washingt County Board of Commissioners. Dated this day of 19�. STATE OF OREGON ) County of Washington) Ss- 0 n s.On t e �'l day of 19�Zr before me, appeared - 0 ;To persona y known, who being first duly sworn, did say that e she s �e u y pointed and acting Director of Land Use and Transportation of Washington County, Oregon, and that said instrument was executed by him by authority .rf an Order of said Board of County Commissioners duly and regularly made and entered, and that he/she acknowledges said instrument to be the free act and deed of said potiiicai subdivision of Lne Scare of Oregon. IN TESTIMONY WNFREOF, I i,,tve hereunto set my hand and affixed my seal, the day and. year first in this, my certific.,te, written. I l Before Me: i4I IQ• o ty or Oreaon (Notary Seal) ,, --II My Comm cion expires: `1 APPApJ D A"T9 OE OECOc [RING �__ � � � NOT PIIRLIC-OREGON Assi�Coanty Co nsel My comm ssmm EMp1q, Fct Wa®h,ngton Co,inty, Ore. . 5 of 5 July 8, 1992 CITY OF TIGARD OREGON i Mr. . Jay Robinson, President Christ the King Lutheran Church 11305 SW Bull Mountain Road Tigard, OR 97224 RE: Assurance for Street Opening Permit # 501--92 Dear Mr .' Robinson: Enclosed please find a copy of the permit assurance document, with `City' signature, for your. file . Also, I' ve enclosed : second copy thereof, for your transmittal to the `trustee' (First. Interstate Bank) . Sincerely, -f John S . Hagman V Engineering Technician dj/JN:Ii:.binsan 1312551W Hall Blvd.,P.O.Box 23397,Tigard,Oregon 97223 (503)639-4171 -- -- AGRE9MENT WITH DEPOSITOR AND TRUSTEE ON SAVINGS OR DEPOSIT This agreement is for the purpose of fulfilling the requirements of Street Opening Permit # 50(-9Z_ , dated Co 4 19--)Z between the City of Tigard and Christ the Kind Lutheran Church and is entered into by the Depositor Christ the King Lutheran Chruch and First Interstate Bank trustee. ThP undersigned depositor and trustee do hereby assign the right to the City of Tigard to determine at its discretion the payment of all funds or securities held by First Interstate Bank as trustee in the amount of $ 7, 948.00 in Savings Account No. [, jy-()(t?R(,Ht , or Deposit No. in accordance with and for the purpose of Bonding public improvemei�ts described in the above stated Street Opening Permit. It is understood and agreed that the _ trustee will hold such funds or securities in the amount of $ 7, 948.00 until an authorization or direct-ion for payment is received from the City of Tigard and that the City of Tigard has the right to withdraw Principal Funds with City of Tigard signature only, in the event. of Non-Performance. All fund deposits shall be renewable at maturity and at rates and terms in effect at the time of renewal, and all interest shall be paid to or accrued as directed by the Depositor notwithstanding anything contained herein to the contrary. That account is to remain open until such time as all Public Improvements are completed and accepted. by,the City of Tigard. Signed and dated at Oregon. This _ Z — day of , 19L. CHRIST THE KIN%LU RERAN CHURCH Signature - City of Tiga Si nat re of Depositor P .O. Box 23397 11305 S .W. Bull Mountain Road 13125 S.W. Hall Blvd. Tigard OR 97223 Tigard, OR 97223 Address Address ACCFPTANCE (trustee) The undersigned herebv accepts the funds or securities deposited in the amount of $ 7, 948 .00 this _1st _ day of _.Jul�, i , 19u—, and hereby acknowledges receipt of the Passbook Savings Account. No. 4 , ;c�-u028681 ; or the Certificate for Deposit No. ; or certifies that. there is no Passbook issued for this acroi,nt . It is further agreed that said account will be held for the uses and purpo,es above stated until authorization for disposition is granted by the City of Tigard. Authoriaeu Signatur (trustee) 11760 SW Hall. Blvd. Ti ar or. 97223 Address dt/.7H:\ChrletKinq.lie .=.,�.w .,rHar arr.+werrra To p,\IN uHAT. t. PL-CjNsL Cow-fAM ,JAS (�c6�Nso� A-r 23C - o►�g -fNAti;rS o rT� t.> APPLICATION - STREET IMPROV ►' `IEN'T/EXCAVATION Cr-,-Y TO: ( (WHITE)-BILE ORDIIJAW: NO. 74-14 (YELLOW) -INSP. (PINK)-OTHER AGENCVBt+DG• (INSTRUC'TIONS ON SEPARATE SHEET) (BLUE)-APPLICANT APPROVED N APPLICATION NO.. - NOT APPROVED [] Ci I Y O I IGARD, ORF!,ON FEE AMT.. S317.92 PENDING FEE. PMT. El CTI l( ITAI RECEIPTiNO.. _ -7 ! PENDING SECURITY ❑ PUBLIC WORKSJEPAATMENT BY DATE_ PENDING AGENCY ''OK" ❑ Application and PfOgirrss 14,ecord MAINTENANCE BOND FOR STREET IMPROVEMENT/EXCAVATION AS REQUIR'D PENDING INFORMATION ❑ ANNUAL PENDING VARIANCE ❑ EXPIRATION DATE: -- PERMIT NO. �U 1�?^ DATE ISSUED: J BY: - ----- (1) APPLICATION IS HEREBY MADE TO EXCAVATE FOR AND INSTALL SEWER i,TNE Alva-AP-PURTENANCES ER SANITARY SEWLATERAL & TAP AS DESCRIBED HEREIN, IN FULL ACCORDANCE WITH CITY REQUIEMENTS. APPLICANT Christ the King Lutheran Chruch 11305 SW Bull Mtn. Rd. Tigard OR # 369-2789 NAMIE ADDRESS CIT .40NE CONTRACTOR Berll __.�o(wtructxQ 333 State St. Suite V-194_ Lake Osw"o, OR # 222-4047 NAME. ADDRESS CITr PHONE PLANS BY ti[�'LEY EWA TNEERING CO 2020 SW 429HAVE POR'T'LAND OR 07201 # 222-*9% lezg* — NAME ADDRESS CITU FMOIJE ESTIMATED IMPROVEMENT TOTAL VALUATION ( COST): $ 7,948.00 -- _T—�— DOLL_AR% _ FOR OFFICE UBE: _ .__. MIN (2) EXCAVATION DATA: II.04 x S_!Lam _ = s 317.92 ` STREET DESCRIPTION PROGRESS & INSPECTION STATUS NAME SURFACE CUT CUT CUT MATERIAL INSTALLED ITEM DATE REMARKS/TYPE BY TYPE LENGTH WIDTH DEPTH ITEM 91 QUANTITY _ _ STREET -777717 ulna v74L. S.W. 112'1' AVENUE ,C'G TALHF PLAN - R E sPON Q - u --- E ESTIMATED STREET OPENING DATE:_.-- T ESTIMATED STREET CLOSING DATE: ED 7,948.00 � — STf2EET Z. { r119i. PfIV10"R 0) SECURITY NO. , CURITY AMT.: $ —�. _ . CLOSED I + t, i _ SURETY CO.: .-F1r_4� _— — FINAL 1 '3 T 7 C CEI!l IF1ED CHECK n CASH 0 BOND f INSPEC. I', ;,1- �1 cC e, 6:5112 (4) PLOT PLAN: INDICATE SITE PERTINENT PHYSICAL SPECIAL PROVISIONS/CONDITIONS: FEATURES, EXCAVATION LOCATION ,AND EXTENT. 1. All work shall conform to the + 1 ylI`I'E: 11305 S.W. Bull tptil. attached plan and to City 1 I Standards & Specificat.ons. I work are 1 1 I 1 + J I Xg 1 2. Notify Mr. Carl Vieweg (639-4171) ' 1 --- - - -- - I X 1 j 'URS ?.4 hrs before starting work. 3. ORS 757.541-.5,1^applies (re: _ S.W. 112th Avenue_ _ _ _ _ _ X X X X - prenotification to Utility Co.s, 4. One as-built mylar & a T.V. t� inspection tl & report & Eng I ( I neers work cert cation is 1 raga to be p.ov o e"Cit ore acceptance of work. (5) NOTE THE CIT'. OF TIGARD DOES NOT, HERF6Y, GRANT PERMISSION TO APPLICANTS TO CONDUCT WORK WHERE RIGHT OF WAY JURISDICTION IS THAT OF WASHINGTON COUNTY OR THE STATE OF OREGON. THE APPLICANT AGREES TO DEPOSIT THE REQUIRED SECURITIES, TO COMPLY WITH ALL PERTINENT LAWS AND CONSTRUCTION SPECIFICATIONS PERTINENT la CONDUCT OF THE WORK, AND TO SAVE HARMI-ESS THE r_ITY AND EMPLOY•.ES AGAINST ANY INJURY OR DAMAGE WHICH MAY RESULT FROM APPLICANTS ACTIONS. 4� 5. CUP 91-0005 applies hereto. T s t•'PLICANTSSIGNATURE __—�._—__,� -�' � L_.., �., ivT DATE A w CITY OF TIGARD — RECE.IPT OF PAYMENT RECEI PT TOO. :92-2-291797 CASH AMOUNT 0. 00 NAME CHRIST THE K I Nf= PAYMENT DATE- 07/0C• ADDRESS LUTHERAN CHURCH SUODTVISTON 11305 SW BULL MOU11',1T H I N ROAD TIGARD, OR AMOUNT PAID PURPOSE OF PFIYMENT F1M(.JUNT PAID PURE.SSE= OF PFYME=Nl �U 317. 92 PUBLIC IMPROV rOTAI_ AMOUNT PAID - —% 17. 92 _..............,..,+,.....u,wfnlMMo•.ro!t!f?fy;f!WNDb+rifMf;f+Y,r I CHHiS T THE KING LUTHERAN CHURCH 11305 ;W DULL W)UN'.AIN RD 839-2789 5751 TIGARD, OR 97224 T 2412MM V 19_121t= p I order ofP. . ' � __ --s—a-. __Dollars +' r.rst Ir'.fntate Bank Ewart of Otawn,N At Arrtprgtjoe Tigqsrd Branch P O Dos 23219 - Bank Trgard.OrW 97223-0031 -- — a I i+I iieon 5 7 s Lits +6, 12 3000 L 2 3IM 3 9 0021.17 n :r.a�ii�rs+�rfc w.s�xarx7�saa�sc�,afwr�c.tr+canw�t>• - � ,June 30, 1992 CITY OF TIGARD Mr. Gregory S . Chiodo, P.E. Bentley Engineering Co. OREGON 2020 S.W., 4th Avenue Portland, nR 97201 RE: Christ the King Church Dear Mr. Chiodo. Attached is an application for a Street Opening Permit . This must be gned by the party that i.s to be responsible for the work proposed to be done within the City' s right-of-way. After appropriate signature, please return (all copies of) the, complete application along with the items checked below. Permit Fee in the amount of $ 317. 92 Certificate of Insurance (of the contractor who will perform the work) . Assurance Bond in the amount of $ 7, 948 .00 Detailed Construction Plan Detail^d Construction Cost Estimate. Other. Please keep in mind that this does not constitute an approved permit; at this point it merely constitutes an application for a pu.:mit . If you have questions or wish to discuss anything related to this, please cal], me at 639-4171 . Sincerely, John Hagman Engi,ieering Technician djiJH:ChrletRinj.lta 1 i i 13125 SW Hall Blvd.,P.O.Box 23397,Tlgarci,Oregon 97223 (503)639-4171 ---- - __ APPLICATION - STREET IMPRO' HENT/EXCAVATION COPY TO: (WIIITE) - FILE ORDINA E NO. 74-14 (YEI-LOW) -INSP. (PINK)-OTHER AGE.NCYBL (INSTRUCTIONS ON SEPARATE SHEET) 3 (BLUE)-APPLICANTS APPROVED APPLICATION NO.: 'VDT APPROVED LJ CITY O IIGARU, (Y.Z.EGON FEC AMT.: S 317.2...._.. �--- - PENDING FEE. PMT. ❑ CITY Y MALI. RECEIPT NO.: PENDING SECURITY ❑ PU6.ICWORKS DEPARTMENT BY __ _ _ DAT PENDING AGENCY ''OK" ❑ Application and Progress RCLord MAINTENANCE BOND PENDING INFORMATION O FOR STREET IMPROVEMENT/EXCAVATION ASREQUIRED ANNUAL PENDING VARI '.NCE ❑ EXPIRATION DATE: PERMIT NO.: ----- ---- DATE ISSUED: ---- 1---� -- BY: -- --------- - ---- (1) APPLICATION IS HEREBY MADE TO EXCAVATE FOR AND INSTALL STORM _SEWER LINE—AND APPURTENANC SANITARY SEWER LATERAL & TAP AS DE.,CRIBED HEREIN, IN FULL ACCORDANCE WITH CITY REQUIREMENTS APPLICANT _ Christ the King Lutheran Chruch 1130 SW Bull Mtn. Rd. Tigard OR # 369-2789 ^^NAME_-�- -- ADDRESS CIT V 77034-- --- -__ . HONE C O N T R ACTOR __.Benge��str=ion 333DStateESS -_2t.. S.0 to Y-1 4. _1.a1:�.Qzwegu.CITY .L CSR #- 2.227-4047 PHONE PLANS BY BENTLEY ENGINEERING CO 2020 SW 4T11 AVE PORTLAND OR X7201 # 222-2996 NAME --- ADDRESS -- - --- CITY PHONE - FsriMATED IMPROVEMENT TOTAL VALUATION ( COST) E -_ ,94d•00 DO_LLA,is _ FOR-OFFICE USE (2) EXCAVATION DATA: 0.04 x s _7,_94&QQ- = s__-317,92 STREET _ _ DESCRIPTION PROGRESS & INSPECTION STA US NAME SURFACE CUT CUT CUT MATERIAL INSTALLED TYPE LENGTH WIDTH DEPTH ITEM & QUANTITY ITEM DATE REMARKS,'TYPE Elr — — _— -• PENED -- ---_ _-- _5..W. 112T AVENUE - SEE !'ACHE PLAN - R TION • Q _•��- ll -- �. ESTIMATED STREET OPENING DATE: ESTIMATED STREET CLOSING DATE: _ —1 _ E — ___ D — (3) SECURITY NO. ---- SECURITY AMT: $ 7,948.00 STREETCLOSED _ SURETY CO.: --_W_ _ FINAL CERTIFIED CHECK LI CASH ❑ BONO ' INSPEC. (4) PLOT PLAN: INDICATE SITE PERTINENT PHYSICAL SPECIAL PROVISIONS / CONDITION FEATURES; EXCAVATION LOCATION AICD EXTENT. 1, All work shall conform to the I 1 I SITE: 11305 S.W. Bull tnr 11 attached plan and to City work area It - Standards & Specifications. I ) I I I I I X I 2. 24otify Mr. Carl View 639-41, i w I`` __- _ `---= 24 hrs before starting work. 3. ORS 757.541-.571 applies (re: _ -- - -T____&W, 1.1.2th Avenue - -- --- - xx _— W.�.XllxxxIX prenotification to Utili_-y Co., 4. One as-bu:ilr m lar & a T.V. e ' v - ---- —-- - 1 I-- -- inspection tape & report & Enc I I I ineers work certification is I — required to be provided to the before acceptance of work. (5) NOTE TH!_ CITY OF TIGARD DOES NOT, HEREBY, GRANT PERMISSION TO APPLICANTS TO CONDUCT WORK WHERt RICHT-OF-WAV JURISDICTION IS THAT OF WASHINGTON COUNTY OR THE STATE OF OREGON THE APPLICANT AGREES TO DEPOSIT THE REQUIRED SECURITIES, T'O COMPLY WITH ALL PERTINENT LAWS ANI CONSTRUCTION SPECIFICATIONS PERI INENT TO CONDUCT OF TH7: WORK, AND 10 SAVE HARMLESS THE CITY ANI r.MPLOYEES AGA! ST ANY INJURY OR DAMAGE WHICH MAY RESULT FROM APPLICANTG ACl'IONS 5. CUP 91-0005 applies hereto. APPL ICANTS SIGNATURE: DATE AGREEMENT WITH DEPOSITOR AND TRUSTEE ON SAVINGS OR DEPOSIT This agreement is for the purpose of fulfilling the requirements of. Street Opening Permit # dated between the City of Tigard and Christ the Kind Lutheran Church and is entered into by the Depositor Christ the King Lutheran Chruch and First Interstate Bank trustee. The undersigned depositor and trustee do hereby assign the riy:.t to the City of Tigard to determine at its discretion the payment of all funds or securities held by First Interstate Bank as trustee in the amount of $ 7, 948 .00 in Savings Account No. , or Deposi.: No. in accordance with and for the purpose of Bonding _ public-. imprjvaments described in the above stated Street Opening Permit . It is understood and agreed that the trustee _ will hold such funds or securities in the amount of $_ '7, 948 .00 until n authorization or direction for payment is received from the City of. Tigard and that the City of Tigard has the right to withdraw Principal Funds with City of Tigard signature only, in the event of r?nn-Performance. All fund deposits shall be renewable at maturity and at rates and terms in effect at the time of renewal, and all interest shall be paid to or accrued as directed by the Depositor notwithstanding anything contained herein to the contrary. That account is to remain open until such time as all Public Improvemeri,.s are completed and accepted by the City of Tigard. Signed and dated at Oregon. This day of 19-- CHRIST THE KING LUTHERAN CHURCH SignatLre - City of Tigard Signature of Depositor P .O. Box 23397 11305 S .W. Bull Mountain Road 13125 5 .'v. Hall Blvd. Tigard OR 97223 TLgard, OR 97223 Address Address ACCEPTANCE (trustee) The undersigned hereby accepts the funds or securities deposited i_n the amount of $ 7, 948.00 - this day of , 19 , and. hereby acknowledges receipt of the Passbook Savings Account No. ; or the Certificate for Deposit No. _ ; or certifies that there is no Passbook issued for this account . It is further agrezd that said account will be held for the uses and purposes above stated -2nLil authorization for disposition is granted by the City of Tigard. Authorized Signature (trustee) Address dt/if(:\uhr! -tK!nq.!Aa ...mAGE WHtCH ^ARK, AND TO BAvr u._�R I TIENT LAWS A,— WASHINGTON COUNTY DEPARTMENT OF LAND USE AND TRANSPORYATION Engineerin Services Division o ECLT � WE DD Gregory S. Chiodo, P.E. JUN 2 6 1992 J,ne 24, 1992 Bentley Engineering Company CITY OF TIGARD 2020 SW Fourth Avenue #950 Portland, Oregon 97201 RE: Case File #92-91.7 Christ the King Lutheran Church SW Bull Mountain Road City of Tigard Plans have been approved f ,r nork to be done within the Washington County right-of-way. The approval of these plans by the Lancl Use and TransperLation Department means that we have to the best of our ability favorably reviewed the plans for rf�asonabl eness i;nd compl i a-ice with minimum County pu!;iished standards and specifications whiie also incorporating the department polices. This approval does not super-cede those standards and specifications, unless specifically varied by the County. Plan r-pproval does not relieve the private engineer from responsibility for errors, omissions or for deficit-ncies within his control . This project requires it facility permit , which must be acquired from the I-and Devel ipment i.i vi si ori. The approved plans will be released -'-en the facility permit : s issued. Following completion of construction and approval by the County, as-built drawings should be suLmitted. /�J LT/a,--el Paul Ward Engineering Wview r. : City of Tigard - Chris Davies., Engineer i nq Department -" USA - J Pan►,L� Hedrick Marlene Jackson Stone, Yessman, & Sauber Jimmie Collier File FORMS/8 � 1 � •T„�c w„4�, t IJA 14 Lo eL { (� ,►, p N � pyyf�� m.J�J QCJ/N,N140 �` `y Rau►�►�)\�i.vlb h��vtG1 (rte-d�`res� 1/Pk4G�I 1 ),t de.>c�,�ed �►•mc«s ,1. Qy t to ct�N oAr e NeecL 4 4 x r• i Co. S 7D. ARFA DRAIN, TYPE 11 IVU I t: J I UKM r AGIL !It J Wt Ur i� t-•. " " MH 2+ 78 ARE TO BE PRI VA TEL Y I � ,50 OPERA TED & MAIN TANNED. i u ix f .. .- .1 1 y 'il �� � • 1+65 - w:, ..� L �l• •lam '., ._ ''� • ��• CPE 10' CPE FLAT TDP ,tI�K 1 ,'. 10mC I.m r IE IN = 4 I � � � u T� f?A TE 287, 00 2+78 1 �'�: " — IE OUT -- 281:x,20 FLA T MH .E. 286.00 /E IN 2$5. 10 /4'i.�. I..J,- `,(tij', - „ •' IE OU :28.5. Ll CONNECT TO EMS TING f' FLA roP AXK 1 � SANT TARP SEWET�'- 'IE IN 1= 28.2008 ` Vim/ '`C.1 7 ', n , - f •-I' f�� ?E OU4 2(�1.80 'i' ` '�;.• �•` '•,•` i 1 V l/. TV NA ,'A - • 28 ~" _ 8!W 'X 121 X' 1"T'•!CK . '' 1'I • Z.. itl 721•rDIA. WELL GRADED OU7 R1FL-RAP BLANKET I ; 8E� PIPE I '` -� • _ 1 ( j•• .,• t ti.. T. C. 245. s ��,: �� f•, =1; .: 'r ♦ � 4+4� !, �+ �� `•N�`` 1, �'��._-•- •, - I•,rll-�• I~'�1•`.• ?II�'Y . F•. p i+ •i •I t j ,`'•:., — ' _.�_- - f 1'it i,J•� '1 L/•'Lii:�'-+�i�+,ti I 20 � .11••� iii+Irf (���. � :%r-. RA.r�'••2�5.Ob ' r' + �I + '1 '.+ - � •' ``, �:� ,~'`•:♦ If.��O�T-�r���,�;r� 1.1 , '-:'Iy'�. _ '•1 � • I~1 +... •i,i i�`L, i�r r r ( r L• `• I I•. 1`V. •.'.•. •.•.•. .•. '1 '1'1 I• 1�L lt- i .,;,• '1 ��N 1._ �t�• 71 i . ii+ +' . -.•+4 '.� 'Q_- �C _ — _ '. �, lit i •7 = : 1 .N'. �.� ':1. • r� •i Y j .. �' ' - ti'.♦ _ -•:moi � f � '�) I ♦' '•:.. . •�,•� .: .\ i{ .�n t 1•• 1 •1 Q ''\ . . : . . . f . . . , . �� - - - = ;:_ !. ,�n/ 277.`1 - - 0+00 . . . . . . . ... . . `� L//1/E -+ - — = i'r •': i Cr 29,1137 �_ .` Q •t 4=;.:.. I 1 ;r ,♦ '♦• 1, _ _ . •- -'�/mow ' �....a... ............ .� r ^rh 1�rr.•r•�•. 589"4J'30"W 161. 01 , .�. . . . . . . . . ., : . ��'� _.._.:___.. :�,.....o...__.._.�.,... o�o�roo....��rol��oo�.��rO��wrr��oo��_or+��ro��o����..��o�rr�o��_rr LEGEND SAL• VE5 . . . . •_. _ SILT FENCEZVRBI-;k 57 41V W6, : ....-...._.... --. .NEW A.C. PA VFMEN - ....... �:..................::... _.� v ... ... 4:vrl:yc;: :. . . :�:r � E':';Ki.�c'cD t-U►?c� t�-� ` CRQ. : : _ ' : .'; , •,�`g�. .• �• NEW CONCRETE SIDEWALKS __ . . . . . . . :: i . . . . . . dr DRI VEWA Y APRONS NEW CURB MA TCH r „� SA KVU T ` EXIS 77NG r, ST . OPN PERMIT NO . 50i -92 , " 3 0 F' 14 — - ..............., . ... _ - • .. _,.�'., • I 'JU IJtiI•:L'� W`` �p ,�. � ''• _ _ '� � A[7f1VG LIMITS r11F'Tg'iIW DO�E�iT IS LESS �.� I , ill r� i Ali , li IIS � Ir r�-r. elf rIl TTi_.�_..^Tj� � 'i " - . 1 � 1 11 . 7 err T' 11 1 III I ,Ii Ili il � i � � iIi Ali SII Ili Ali Ali i , l i 111111 , I � ilii '� i � � i il � � lil � li il � Ili il + 9if � - 1 I I � 1 � �' � I• I I I i I i I I I i I � APRIL1 2 4 5 6 7 10 11. 1Z 26 993� LEG I B tE TkAN' Thi I S NOTATION , g IT, IS DUE TO THE QUALITY OF --- - - ------ Na.ss it.��� + TIME ORIGINAL DOCUMENT . - - ---�- -•— . , E 6Z Z LZ Z Z fiZ EZ Z TZ OZ 6I g L11 9T S1 � 1 EI ZT ptal t8 I I1il ,lfII1, I(��I���� ��ill, � ���� ���� ���� ���� ����111 li I1J11� 11111111 IlliIlli I� l .Illi Illlli�lliill �llll IlliI I I IIIlI�► lIII! Il .�111i1111 ILII Illi +� r r 1 x. I ' M. y..,! •ti. -... �i�•L'r` ����..G _ _'s`�a�W.�'�1aN�� i�AltJ�/� � yam• a. yam• � � �. w - .I �. _ � � _ � _ _ •cam- •.s;.... • tea_ ~ . 4 ^Lt • �� ���{ y 3'diy� •r�.�•.1�,ri��' t"' i. ■y '� �i' }++�._.���•% 'J i rl�-l� ` �yl f ; t C raj���' �•i+1�j �t ✓a;�� ���.L�r��� S�'•� � ti�-.. � ' !"�•� ����' ��•I� •� �1'�..�7i�.1k„� �. �'rf 7��r�������-.`_^•s..�y__`�,t�+�a.�`r— �J __`_y. .., � - .. •e � . � •-t'_ .'�5. J.• �T��•._ �1.,V,. .._�.._,�•.���,-:��.3yt"'►= r Q • . . Q �3 ATE C1 V1 E tNE ;..SAWN - • -A P W;•. 24!X24-fX 48' INSIDE d ;: QUAL:) (1J rD '` :to•q-87 %4 -" :A1 - 18 !1, pPROVED E 3/4'-0 LVLING COURSE � ° ' ' (�*D 4• MIN. 3/4'—0" o . SOW V COMPACTED DED EXISTING SOIL 9' 13ASE COURSE noTEs` SEE PVMT. SECTION CONCRETE TO HA`soE A BREAKING STRENGTH OF 3000 PSI AFTER 28 DAYS. 2. EXPANSION JOINTS A. TO BE PROVIDED, 1) AT EACH POINT OF TANGENCY OF THE CURR ONSITE 2) AT EACH COLD JOINT. 3) AT EACH SIDE OF JNLET STRUCTURES. CONC. U R B�S I Q EWA LK 7 4) AT EACH END OF DRIVEWAYS. 5) AT LOCATIONS NECESSARY TO LIMIT SPACING TO 45 FEET. MATERIAL TO BE -PRE-MOLDED, ASPHALT IMPREGNATEZ NON-EXTRUDING C-3 �`•�+ B. N.T.S. WITH A THIC'<NESS OF 1/2'. 3. CONTRACTION JOINTS A. SPACING TO BE NOT MDRE THAN 15 FEET. B. THE DEPTH OF THE JOINT SHALL BE AT LEAST 1 1/2'. 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OPN PERMIT NO . 501 -92 4 nE 14 .S. W 112th A V- E. (PuBt/ /c) - i ( ' I APRIL F THIS DQCUM 1T Y S S3 rl I I11 1I14 ' IIf 1 ( I i i (( i I I I1 II f ( I II1 I 1Ii ( 11I - 1I 11111 l l _.21 ,9903LEGIBLE THA � IS NOTATION 2 4 6 1 IT IS DUE TO ItHE QUALITY OF I - THE ORIGINAL DOCUMENT . No.36 �j .....� el Illl,l�l 111 lll� �ll,ll �,llli II I Ilull lII III^I 1,11 II11 I. li Ia ll 11� 11.11. IZ 111116 liIIIII IIufllll II VIII III� ll�l IIII I u 1III1J1 T 1 . _1111IT11 II � I �Lh III I I 4E 61 Ioz 1 9T t II ll IIII 8IIIlillII . 1111 ►I�IIII�i II ��II► ������� t��ii,� ��I1.111II III11 ��-..�..,i'h . 4 i I � DATC_�1�� cj Jox No 5i?2•_On CLIU�T_G r_�c Fi�J per_ COST UTiMATE RUIRINCI_ va, DESCni"JOM -� I - _ QUANTITY U-T IT[M CONT UNIT COOT --, ----�--�_— TCTAI COST -��1Y�VVIay �F_GT/ON ISI ZT� s i 7 L�ra►.� •���-cxisr• STpiI•, syC ► _ L• SJ S'0�0C1 e 04 5oc`�' 50 TzC�AT I L.S a, Orr _� Zo — _ -- 6 - — -- 1 TOTAL I I I BENTLEY JUN 1992 BENTLEY ENGINEERING COMPANY 2020 S.W. FOURTH AVENUE,#950 TRANSMITTAL PORTLAND,OREGON 97201 Ci-TY Or -I tGARD (503)222-1525 FAX(503)222.2996 To:�� _.�_�e.lS ..���L� Dote: �S�l h1 G 1-1 r 1"12- --- G. rrom: �i 111L Hall 2-0— &I H &IN Project: GH I;; i' H a SLV-P. Job No: _ f117 e) Description. 5 H 0 cu L h(Cs F l L— ._l���S j►P P'R-O Lf Remarks: i cc Signed: - -- BENTLEY TRANSMITTAL BENTLEY ENGINEERING COMPANY 2020 S.W.FOURTH AVENUE,#950 PORTLAND,OREGON 97201 (503)222.1525 FAX(503)222.2996 ToDate: 6 5,14 Z _-- -1315 S ta►ae�� env .�� From: Project: L N QI Ste;T A TTN Uescripiion 4- � I Romarks: --- t 40 — sf'1,,,� ------------ tX Sign ----------�— � C 1 • e� lil.. June 9, 1992 CITY OF TIGA�RD OREGON 7 Mr . Gregory S . Chiodo P .E. Bentley- Engineering Co. 2u20 S .W. Fourth Ave. Pcrtl.and, OR 97201 Re : Christ the King Church, Public Improvements Dear Mr . Chiodo : Attached please find one set of `redline' public improvement construction plans; said plan (s) having been provided to the City for preliminary review. Our comments are noted thereon. Please make all revisions and, then, submit five sets to this office for final review and approval and for permitting. Sincerely, V John S . Hagm�rf Engineerir.q Technician Enclosure .,jiJH:chlodo.ltr 13125 SW Hall Blvd.,P.O.Box 23397 Tl and Oregon 97223 '503)639-4171 -- -� S/?6 3 C rc°� so.�►� ql\ was p,�C. a), p« rct A l 3 • Pyr,+1i Ss%a. "T fo.,1 l.C�a. Co . tr4 L4 C -3 BEN'T'LEY BENTLEY CNrINEERING COMPANY 2020 5 W FOURTH AVENUE, #950 May 21, 1992 PORTLAND,OREGON 97201 (503)222 1525 Mr. Chris Drrvies FAX(503)222.2096 City of Tigard Engineering Department 13125 S.W. Hall Blvd, Tigard, Oregon 97223 FAX 684-7297 Dear Mi. Davies, Re: Final order for CUP 91-0005(Christ the King Church). Bentley Eagineering Company has received the City of Tigard's mark-ups of the drawings we submitted for the Improvements to Christ the King Church. We have many questions and concerns regarding the continents made. Below is a list of items, sheet by sheet, and comment by comment. Please respond to our comments, answers ind proposals as soon as possible. SHEET C-1 Revisions will he made per comments. SHF-RT C-2 Item 1. Parking lot radius(Condition #9). The purpose of condition 9 is to provide access through the parking lot for fire trucks. We believe the intent of the condition(the condition was not rneant to be read literally; HN this makes no sense) is met by the design, which provides access to a vehicle with ,A,25..foot insi r, a turning radius and a 45 foot outside turning radius. uf Item 2. Manhole and trench details and traffic control plan. The USA standard details for Flat Top and Standard Manhole, are incorporated into the contract documents. The trench detail is on sheet C-3. W� will adrt a note regarding a traffic• control plan. Also, see item 5 bellow. sln\cro?.noc 05/21%1992 14:52 BENTLEY Engineer.nq Co. 503 222 2996 P.02 Item 3. Drainage(Condition #2). Drainage calculations demonstrai;rd that the post development 25 year storm event flows will not exceed current condition 25 year flows were submitted with the drawings. Doesn't that satisfy condition 2? Ttem 4. Public sewer easements? We do not understand this comment. There is a storm drain outfall Into a ditch, which the arrow points toward. This outfall is in the street right-of-way and the ditch is apparently on state property which is part of the Highway 99 right-of-way. +1f 1 www sem, Item 5. Trench detail. Although the trench detail on sheet C-3 incorporates all the important features of several jurisdictions' requirements, we will substitute the Washington County detail in response to your comment. Item 6. Halidicap ramp and sidewalk details 4 and 7 on sheet C-3, 'These details are intended to apply to on-site work only(not.e that all references to those details are for on-site work). The contract documents contain the Washington County detail fur Concrete Sidewalks(CS-305). We will add clarifying language to note 8. Item 7. Driveway apron detail. The contract documents contain the Washington County details for Concrete Sidewalks(CS-305) and Commercial Lriveways(DW- 201). Clarifying notes will be added. ^ r('­— Item lyItem 8. Utility under grounding. This project,was exempted from under grounding of utilities according to a letter addressed to Mr. ,gay Robinson, Congregational President, Christ the King Church, signed by Vitt odwin, Permit Facilitator, City of Tigard. The letter is dated March 20, 1992. Item 9. Relocation of signs, etc. There are no signs, meters, valves poles, etc, within the limits of the new sidewalk. However, we will add a note to satisfy the comment.r,�." item M. (7n-site sidewalk connection to Bull Mountain sidewalk. We do not understated your comment. It is our intent to provide a connection from the existing on-site curbed sidewalk to the back of the new Bull Mountain Rd. sidewalk. in order to do so the driveway curb will be tapered to match the back of the new Bull Mountain Rd. sidewalk at the west side of the driveway apron. _i+ -'4 Item 11. Catch Basin. The symbol referred to is a catch basin. It is not shown on sheet C-3 since it is not within the limits of the profile shown on that sheet. item 12. Washington County permit. A Washington County permit will he applied for after we receive City approval of plans. 0-, stn�catn.nac 2 BENTLEY 05/21/1992 14:53 BENTLEY Engineering Co. 503 222 2996 P.03 item 13. Driveway width, detail and apron slope. We request a variance to allow a 40 foot driveway. We feel that the safety of the public is better served with a weer driveway at this location. Please note that the County allows commercial driveways up to 40 feet in width. A copy of the Washington County Commercial Driveway Detail(DW-201) is included in the contract documents. It is not practical to provide a 2% slope from the street to the right-of-way line on this property since the property and existing improvements lie below the adjacent street. The County will normally allow a grade break to occur within the driveway apron in circumstances such as this. Enclosed are proposed profiles for both driveways. As you can see ,rum these profiles and the plans, if the aprons are sloped at 2% toward the street, major reconstruction of existing improvements will be required. We request permission to break the grade at the back of the sidewalk. �g,#- fi'V_ " 4*' 4C.A-, V Item 14. Bull Mountain Road iutprovemetits west c,f the end of the existi,,e, curb(Condition 12). Condition 12 provides that the applicant "shall impr,)ve-the particm of the site fronting SW Rull Mountain to include concrete sidewalks". We do not believe that was the intent of the hearings officer to require a half-street improvement. We have checked with Washington County and they do not interpret this r-Wition to require a half-street improvement. The right-of-way width on the p�rperty west of 114th is inadequate to provide for a proper pavement taper. Colistruction of a half street improvement without a proper taper at the end would constitu;: a safety hazard. In any case the Church informs me that they have signed a non-remonstrance agreement for Bull Mountain Road improvements, and it makes I,ttle sense to construct the road half width 100 feet at a time, when improvements along this portion of the church's right-of-way can be made in conjunction with improvements to the west when that property developed. 01 Item 15. Pipe at pavement tie-in. it was not our intent to replace the existing 12" diameter concrete pipe. This pipe will prestimabl; ' e removed when the tic-in is no longer required. Item 16. Use, manhole instead of cleanout. A USA standard flat top manhole will he used. f­ r _�, L SHEET C-3 Item 1. Pipe material? The pipe is an existing concrete pipe, as is Indicated in the note "100' - 12"C.P. @ 9.50%. �t'n\G 107i)O� BENTLEY 05/21/1992 14:54 PEHT-EY Engineering Co. 503 222 2996 P.04 Item 2. Use manhole. This rote points to the USA standard field inlet which serves as the detention pond overflow. Wxsn't it intended to refer to the cleanout at station 2+78? See Item 16 above. SHEET C-4 Item 1. Fog line. The lime shown is a sawcut line; it,will be removca from this drawing. Pleases note no re-striping of Bull Mountain Road is proposed. r, 4 l< . We arc anidous to proceed with this project and would appreciate a response as soon as your scheduling permits. Thank you for your consideration. Sincerely Yours, BENTLEY ENGINEERING COMPANY Gregory S. Chiodo, P.E. Vice President - Civil Engineering 5172\G107.T)0. 4 BENTLEY 05/21%1092 14:54 BENTLEY Engineering Co. 503 222 2996 P.25 vi �J tr ct b u � v 12 y !!Y i ov i 01 th 70 -I / t 4 / I+ to M M I Z A W 7 of c� o •• �. N 0 r � i o vi P 1 � d GO'd 9662 2Z2 ZOG -OD 6ul aaaul6u3 J.3liN38 tps:VT z66S/TZ/!;J J t7 I 1p J W W 00 `1� I Z 7 2 f roe ego � .�.— J / v• h r d if+ d Q U 90966E ZZZ zos 0:) 6utJaau[6u3 ,0--IJ.N38 SS:bT E66T.'TziSO , :15/21/9992 14:55 BENTLEY Engineering Co. 503 222 2.996 P.0? �v Al t r-tl 1 V- � ham/, �b CS RJ v4 L ,I r d tp n l s � �L yW tp v 6\° / I � a LA L I Vi X tp 1 a a'5 P' Lo T w w NLS 966E c17? Z0S 'o) 6utaaaut6u3 A37i1N38 SS,bt MST/lz/so ri LP W l 1 i � I �d I � ( 4 d � � N � � y iu to 6©'d 9662 E:2c zos c�� 'gut-,aauI6u3 ;�3�1��9g 95:ti ic.,S0 �66C ' OT 'd -ltliOi Wpm rr D wZ a � N � P � z =� 14 T. IK � � I J � I` L3 r vH I 1 6° n ° pNUp- LP W c^ I' '^ 0i 'd 9660 ME zos 'off 6u'Jaau'6u3 A3-11N38 9S:17T e661 Tz So �1 BENTLEY BENTLEY ENGINEERING COMPANY 2020 S.W. FOURTH AVENUE, #950 May.?1, 1992 PORTLAND,OREGON 97201 (503)222 1525 Mr. Chris Davies N,„(5,J3)222-2996 City of Tigard Engineering Department 13125 S.W. Hall Blvd. Tigard, Oregon 97223 FAX 684-7297 Dear Mr. Davies, Re: Final order for CUP 91-0005(Christ the King Church). Bentley Engineering Company has received the City of Tigard's marl-.-ups of the drawings we submitted for the Improvements to Christ the King Church. We have many questions and concerns regarding the comments made. Belo:: is a list of items, sheet by sheet, and comment by comment. Please respond to o:.r comments, answers and proposals as soon as possible. SHF,ET C-1 Revisions will be made per comments. SHEET C-2 Item 1. Parkins; iut radius(Condition #9). The purpose of condition 9 is to provide access through the larking lot for fire trucks. We believe the intent of the condition(the condition was not meant to he read literally; as this makes no sense) met by the design, woich provides Access to a vehicle with a 25 foot inside turning radius and a 45 t(,,)t outside turning radius. Itern 2. Manhole and trench details and traffic control plan. The USA standard details for Flat 'Top and Standard Manholes are incorporated into the contract documents. The trench detail is on sheet C-3. We will add a note regarding it traffic control plan. Also, see item S below. r o 5rn\c-107.nlr_ Item 3. Drainage(Condition #2). Drainage calculations demonstrating that the post development 25 year st(,,m event flows will not exceed current condition 25 year flow, were submitted with the drawings. Doesn't that satisfy condition 2? Item 4. Public sewer casements? We do not understand this comment. There is a storm drain outfall into a ditch, which the arrow points toward. This outfall is in the street right-of-way and the ditch is apparently on state property which is part of the Highway 99 right-of-way. Item 5. Trench detail. Although the trench detail on sheet C-3 incorporates all the important features of several jurisdictions' requirements, we will substitute the Washington County detail in response to your comment. Item 6. Handicap ramp and sidewalk details 4 and 7 on sheet C-3. These details are intended to apply to on-site work only(note that all references to those details are for on-site work). The contract documents contain the Washington Couaty detail for Concrete Sidewalks(CS-305). We will add clarifying language to note 8. Item 7. Driveway apron detail. The contract documents, contain the Washington County details for Concrete Sidewalks(CS-305) and Commercial Driveways(DW- "101;. Clarifying notes will be added. Item o. Utility under grounding. This project was exempted from under grounding of utilities according to a letter addressed to Mr. Jay Robinson, Congregational President, Christ the King Church, signed by Vi Goodwin, Permit Facilitator, City of Tigard. The letter is dated March Z0, 1992. Item 9. Relocation of signs, etc. There are no signs, meters,valves poles, etc. within the limits of the new sidewalk. However, we will add a note to satisfy the cotnm�:nt. Item 10. Un-site sidewalk connection to Bull Mountain sidewalk. We do not understand your comment. It -s our intent to provide a connection from the existing on-site curbed sidewalk to the back of the new Bull Mountain Rd. sidewalk. In order to do so the driveway curb will be tapered to match the back of the new Bull Mountain Rd. sidewalk at the west side of the driveway apron. Item 11. Catch Basin. The symbol referred to is a catch basin. It is not shown on sheet C-3 since it is not within the limits of the profile shown on that sheet. Item 12. Washington County permit. A Washington County permit will be applied for after we receive City approval of plans. BENTLEYStn\C-l0:D(JC 2 Item 13. Driveway width, detail and apron slope. We request a variance to allow a 40 foot driveway. We feel that the safety of the public is better served with a wider driveway at this location. Please note that the County allows commercial driveways up to 40 feet in width. A copy of the Washington County Commercial Driveway Detail(DW-201) is included in the contract documents. It is not practical to provide a 2% slope from the street to the right-of-way line on this property since the property and existing improvements lie bele) the adjacent street. The County will normally allow a grade break to occur within the driveway apron in circumstances such as this. Enclosed are proposed p:ofi.es for both driveways. As you can see from these profiles and the plans, if the aprons are sloped at 2p10 toward the street, major reconstruction of existing improvements will be required. We request permission to break the grade at the bacl- of the sidewalk. Item 14. Bull Mountain Read improvements west of the end of the existing curb(Condition 12). Condition 12 provides that the applicant "shall improve the portion of the site fronting SW Bull Mountain to include concrete sidewalks". We do not believe that was the intent of the hearings officer to require a half-street improvement. We have checked with Washington County and they do► not interpret this condition to require a half-street improvement. The right-of-way width on the property west of 114th is inadequate to provide for a proper pavement taper. Construction of a half street improvement without a proper taper at the end would constitute a safety hazard. In any case the Church informs me that they have signed a non-remonstrance agreement for Bull Mountain Road improvements, and it makes little sense to construct the road half width 100 feet at a time,when improvements along this portion of the church's right-of-way can be made in conjunction with improvements to the west when that property developed. Item 15. Pipe at pavement tie-in. it was not our intent to replace the existing 12" diameter concrete pipe. This pipe will presumably be removed when the tie-in is no longer required. item 16. Use manhole instead f cleanout. A USA standard flat top manhole will be used. SHEET C-3 Item I. Pipe material? The pipe is an existing concrete pipe, as is indicated in the note "100' - 12' C.P. @ 9.50%. BENTLEY 5172\c-107�c Item 2. Use manhole. This note points to the USA standard field inlet which serves as the detention pond overflow. Wasn't it intended to refer to the cleanout at station 2+78? See Item 16 above. SHEET C-4 Item 1. Fog line. The line shown is a sawcut line; it will be removed from this drawing. Please note no re-striping of Bull Mountain Road is proposed. We are anxious to proceed with this project and would appreciate a response as soon as your scheduling permits. Thank you for your consideration. Sincerely Yours, BENTLEY ENGINEERING COMPANY Gregory S. Chiodo, P.E. Vice President - Civil Engineering 5172\--1001)0, BENTLEY I I t 7 .slo / AO �ti< o � r �i �jI 5 � � t� LA p 1 � 1 i a I i I I J I 0 ► ` 2 P I s Ip LO GI ed ll �- o � Vi I) d N I'1 M/- 4 d - -- - / - -- - J / �9 / V I N �r 1 �` I I Z U' u1 7 IL c�- 3 / V I 3 I in kl +x i, r I � n CJ �i w > ri_ P {— Ao ,o / I . / L / \3 3 3 / � Vi -- dq t) �/ M u'v �a lel f= r� 9 U ,n i � r LA U) P ►� II_ NI _ r ' In I I a I o I � I Id 1 r y r" . t p� d►i�fir, n ui w rI, U 1J fi r� J � l A VI v !- j► I � r � � Q L w �n - ' r f�4�iN�h!1�Thy���hlT�`�'11,'t;!'���+."��"�YriP '�� �,'-*tl, l�.wl'I�A{�� �.',.`•`.', ,'bt,.} S�lr� hi � ..i•.•��yl tY.1 . 1 71`JI rr7 '1 11 4r J k'e �iJ�iplpli.s; m u �,d.;•1. May 14, 1992 + h��¢ *awnaiai�traP*r1t . , CITY OF TIGARD OREGON Mr. Greg S . Chiodo Bentley L .3ineering Co. 2.020 SW Fourth Avenue #950 Portland, OR 97201 Re : Christ the King Church Improvements Dear Mr. Chiodo: Attached please find one set. of `redline' preliminary public improvement construction plan; said plan having been provided to the City for review of the proposed public i-mprovements . Our comments are noted thereon. Please prov- Je the data requested, and make necessary revisions and resubmit two plan sets to this office for review. Also, attached, please find a handout which further describes our plan review process . jer), 1 John S . Hagman- t Engineering Technician H:\log!n',John_h\Ron Uey Enclosure 13125 SW Hall blvd.,P.U,Box 23397,ilgard,Oregon 97223 (503)639-4171 — I BENTLEY ' BENTLEY ENGINEERING COMPANY TRANSMITTAL RECEiVED 2020 SM.FOURTH PORTLAND, REGON 97201 #950 (503)222.1525 APR. FAX 15031222-2996 COMMUNITY OI VELONMENI To: �AV 1 S _ Date: - --cc ' From: ��Zls sw, Project: 1,►1r15�' -�qE. �1__Y1�_ f1Uf�C�l1 Job No: — Description: R�.r n �,�r��►r�:� �ldns — Remarks: V1e-Ld an A cL.nart?V_&l ?lC&S4 n0le _ c Shp-v1'_ -102 L R ICIn T, have —j Y% cc Signed' c�![�ol� ��. rte` ,t.rGt'��v� ,t-`�Q�.¢ .e4, n•.� RE' ,sdc��.,.�ww 1� C�►ec�'s 1. RNIS �C 1 GVV� } GIST THE KING CHURCH H DRAINAGE CALCULATIONS Calculations performed by: BENTLEY ENGINEERING COMPANY Gregory S . Chiodo, P.E . 2020 S .W. 4TH, SUITE 950 PORTLAND, OREGON, 97201 �,o F�oFF 14014 �' 1 N V2 tippy S G� CHRI31 THE KING CHURCH DRAINAGE CALCULATION TECHNIQUES AND PROCEDURES TECHNIQUES All calculations will done in accordance with the techniques in the King County , Washington "Surface Water Design Manual " . Referen.es made to tahlos and figures reference the above named manual . Hydropraphs were developed utilizing the Santa Barbara Urban Hydrograph method and the computer program "HYD" as supplied with the "Surface Water Design Manuel " . The same program group was used to add hydrographs and est inate pro l imi nary pond and orifice sizes . Final pond size , configuration and orifice size were determined using routing techniques and the pond inflow hydrograph; a spreadsheet was developed to pe ,form the necessary calculations . PROCEDURE The site as currently developed wis divided into 6 drainage areas , numbar�d 1 thru 6 . Drainage areas 3 , 5 and 6 will he unaffected by this and iut.ure developments . A hydrograph for areas 2 and 4 combined and ani.n�her hydrograph for area 1 were constructed utilizing the existinw manhole in 112th as point of consideration . These hydrographs were dc,eloped based upon ultimate full development of the site , as shown on the site plans submitted with the church ' s application for conditionai u4e approval ( see order CUP 91-0005) . These hydrographs were then aadc�i to develop the combined flows from ireas 1 , 2 and 4 for the pr--developed condition . The peak flow from this hydrograph wi11 be the maximum allowed for post development conditions . Only the flows from post development. areas 1 , 2 and 3 can I~e detained . Therefore , hydrographs for areas 5 and 8 combined and area 4 were developed . These hydrographs were then added to determine the peak flow from areas 4 , 5 and 6 . The allowable release rate from the detention pond is then the difference betw'-en this peak rate and the pre--development peak runoff rate . A preliminary pond configuration and or ifico size were then determined. Final pond configuration and orifice size were det, rmined thru an iterative process . Only the fine, ' itc—ation is included with these calculations , Pipe sizes were then determined using the rational method . Since distances were short and slopes relatively steep , the time of ' concentration was assumed to be 5 minutes in all cues . This is a conservative assumption , but not too conservative in this case . i WATER QUALITY No water qua l 1 ty amen i t i es were prov i ded s i nce i t was not pract i ca l to provide them within the constraints of the church ' s conditional use approval without utilizing the public right-of-way(along the church ' s east boundary) . The city ' s engineering department indicated that such use of the right-of--way would not be permitted . i .t N i. 7 TOTArk— S kT ��pd 0� vv1c0k Carz,4s, ! P v rv�—C l.R N 06G,40PE. 04- C), 4o o� 7-07,6, posh- L�� e l cy r 4- Ar rea, s T I Y-f�s--- O,50 p.3 0, n P�� = 0 .S1 O , \-, o 3 1 . c0-1 X00 \ SF = O. G l �c (2 h r;s 4- -4A')e. k I rb, Q/ 4 (a L 2- T T E 5 iT C . IN?,EAS 2�4. �ETERM\ 0 TC To FkA -Lill assn �1 ic7e or g� a_SS � R s = 0,2.4 dlMZi gY'4 S Y) L� a — zas .� — t5. •tZ. f`V.ZQ C�8�)� = 2S.S � I ,n ('2 AGY s r o, O g(,)L •� Z% S7 o.\�ow CoY1G. -rl oc4 C ►^ are (jroJ rl-� 1, Q34 ((0n) 1n GU tr �rOm �i� , 338 = Z.$ Mir 4FT� ��M1oJ� TSF Ct�1 hUr�,b.� � i �Gl`o4-c 3 ,5 ,Z P� From SG5 50,1 Survey of �1JoS1. •Co Soy\ S CaSca� S '} ��,octw� C So� L Ty P G o�eh SPac�,� n�r Co,nd C�9= �i� 'PIN V E UA T 61 ZZc v �ro m Promo rct Yr t� C�Ye.,� C), Q 5* kl Yt4/ 14�gZ bET r R t A ►t) P— LA LA t � o.a O o r Tt v, . �S � NSi9VI ��� Cdl ✓1� Conc. P,•Pt, J I(nere 'i's of Y� + Boo ' or so o� i Lx SI,Dre br (o°10 of A-0 v @ P- a s lO5. Ce.r b e. lokO 0 , -4-4- CTL1MI Ghriy1 -Hna K ,-1 �-� 144q>_ T��T�'�M11�1F Tr�� � 'PosT pEV, Pt�Ark. RJNoF F �� M pI----TERM INE TG . ,-o/ e- -1 1 ?., .0n qY-OLe'S 0 IS -T OA-Z. � 0,24(���� c 2..5, 3 m Y) (_2. ,-�rc.�\,)O's (a, bard V+� V - 1F.� Vie �S - l3 -` (j s t z - C), C. v►� . IN torr ;�rOutY'0.Y4� �'yD �_- i �4 r��; F(mak- RU rJoF�F F dor� �R� � ��S-c•-� I I i ADD 7 F_ YR VF-VC-:IWFMCN7 K 7-0 C-1 F+�S AD D THE POST DF-\,/ H`{ DE-0 C(Z.A�z-?k+S F-O iZ A'R E.AS N T-4, � (COST S—4o , GTK- P67 SL, 141 'D S-?S-7D L,)/—t =o w I-T-t ; z w-9-1,5 = I,�A rn � L ► M IT ?0 S7- OUT F Lo VAI 710 T{-t F—� p it � EF-F--lJcE of PE��s O e�0 _ 1Drainaae: Cabs SSG �O11G v s C�1.NT i_ 7 "Po N 1P Lc)vJ A EPC5 pn e-,-V- PO sT-"2_ FO s'T - Cl::'NT CZ T f- "r0 THF R-�No1 r TO -C1't E �'a NP q o' o n o�rass aa011lo o 0, >3 �.a Tt' �ro Yvi i i I i i � /IC 13 T) ST )�' E O�IFicF- S i� Thy Z,,,/z" C)%-I F E-I e v �-r�o� Vo 1 . STAGi E p+ J J 2q o s I .7- -z-(o (.0(09 I � '5F--T. SThcgE $S!o 17E�! F-L0 P `�P�EROst+F F-'T ZO LP•LGUI./�rT � STOP-PSC E STP�a E OUTF�vc,� �� T poND COL.1 = T I M E O n"r CO L, Z I Qv�-Lo u) _ 'YOM Ir1(l�dlbgYtlgp� Of �OS'F deVP1p nr .1 Y-e CA-. C Q L, 3 = O'�"T F I..p l►J �ase. o r Qr���c c e �, i ov\ T el COL. 4 = S+0ra,o�� �oAsk� Cn S�mma.'�,oh of lh-Fluc,.1 Gol. S = c4e based ova s-��a /\J � 3,*' o Sly i� V3\ c o,re O. i cap- • �1 '�E 'PIPE 5 ��S i NGS �l�-CloN�l- �OK�MULl4, olZ- To -C r yv - M i r7 S1o�c = Z.`Jo ti yNNL- A-5so M i _ Y�l rl /'� l �•- PAZ a 1 I Q �o.x• = 1. 13 �f-s, F��. 4.3, 4-f•: i I IJ se_ u( irnax z 3.�- cfs Y41n 2"lo SI o(Oa. 44 —<— — ----- ra► cis GsL potjv ovr RFLoW N� V-^ ►vy% SI o?e is \.I ,S c.f-s. �k T=12-OM ll 1 i t Li 1: 1 t PARKING LOT ADDITION DRAWING INDEX C -- 1 TITLE SHEET C -- 2 PLAN VIEW C - 3 PROFILES & DETAILS _J � 5 C - 4 DETAILS k«, , N T LAN D h EA 22 , C- 5 STRIPING PLAN v A RT a C - 6 EROSION CONTROL PLAN I< �— 50 m ""5 E -- 1 PARKING LUT LIGHTING GENERAL NOTES - coPROJECT LOCATION --r AV 1 . BASIS OF ELEVATIONS: CITY ( F TIGARD DATUM, A BRASS DISK IN b CURB ON THE EAST SIDE OF GAARDE ST, WEST OF THE INTERSECTION WITH PACIFIC HIGHWAY: INDEX NO, 130, ELEV. 285, 71 TVN, _ s 2. ALL CONSTRUCTION SH^,LL CONFORM TO WASHINGTON COUNTY & CITY OF TIGARD STANDARDS AND THE OREGON STATE PLUMBING SPECIALTY CODE, A WASHINGTON s SCHOUS www. . wwK,i Cul"Aims 0"T1' COUNTY PERMIT IS REQUIRED To BE 08TH'NED PRIOR TO PERFORMING WORK WITHIN \ - S,W. BULL MTN, ROAD RIGHT—OF—WA7', A CITY OF TIGARD PERMIT IS REQUIRED TO r BE OBTAINED PRIOR TO PERF(`RMING WORD: IN S.W. 112th AVE., RIGHT—OF—WAY, < SCHOL N"TAIN RD 3. EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE. ALL UTILITIES — / MAY NOT BE SHOWN ON THE DRAWINGS. CONTRACTOR IS RESPONSIBLE �� r Y LAKE OSWE FOR DETERMINING LOCATIONS OF ALL EXISTING UTILITIES. IF CONFLICT COP-1 �—" WITH A UTILITY IS DISCOVERED, DISCONTINUE AFFECTED WORK AND _ EXaEA° VE NOTIFY THC'--- ENGINEER. APFIROVED FOR C{`'\;STF'RU ?'!O 4. ALL AREAS DISTURBED BY CONSTRUCTION AND NOT OTHERWISE PAVED E°Y R° T ® — OR LANDSCAPED SHALL BE GRADED AND HYDROSEEDED,ST By �� «x _ �T" '' -----�-- _DATLN 5. THE CONTRACTOR IS RESPONSIBLE FOR POSITIVE DRAINAGE OF ALL WORK t P SH 0 AREAS, NOTIFY ENGINEER OF ANY N`GATIVE DRAINAGE CONDITION , ;!�, IT,t> 0-bms'Tfz. �_ - �A(�,w ���f J 1 -"� 1 f 6. NOTIFY & COORDINATE ANY CONSTRUCTION AFFECTING GASLINES WITH LA-� ^^ NORTHWEST NATURAL GAS, ,�'�`�- G I-u)l4 VICINITY MAP FG WACO NO , 92 - 917 (' N .T, S . IA iBr=N'T"Lr=Y NO. BY DATE CHRIST THE KING CHURCH CHRIST THE KING LUTHERAN CHURCH BENTLEY ENGINEERING COMPANY 11305 S. W. BULL_ MOUNTAIN ROAD PARKING LOT ADDITION 2020 S,W FOURTH AVENUE, PORTLAND, OREGON 97201 TILARD � C -- 1 -- (503) 222-1525 FAX (503) 2222996 , OR 97224 TITLE SHEET PROJECT NO: 5172-00 REVISIONS DESIGN GSC DRAWN KRL CHECKED GSC APPROVED SCALE 'JTED DATE 4/14/911111111111111111101112 II TN;9 G003[�9iiN`I' IS I,};5,i i ! l I I i],I I I I I r 1 I , I I r I I I 1 T 1 i i 'I I"1 1 l i I f l l l I I I I I i I I ! I I I I I I I I I I I I I I I I I I (' i I I I i I I i I I I I 1 t I " I I I I I I � I � � � 1 I I fi P,1� ��� �� 1 � I I I �'�` I I I I � , � I I I III I I I I I I III l i l III I I I I APRIL 11I LEr,IBT:F. TFIAN 'r�I I S NOTATION, I I2 I ... _3 I, 4T g 1 7 I I I _LI G 1993— - -— - - --- L !_ 8 9 10 11 1Z IIT Is nu>; 'ro THE Q(IALI'r',r oi•' — - - - -- -- _�- ------1__._ 'I'ilE ORIGINAL f)(�CUMIN'1'. ---- _- "-- 1 No J6 E 1171-11 8RR LITOi, 8i8I LT 9T 9i fiT Ei Zl TT T 6 8 Lt'11!II�IIII IIIIIIIII IIII I I i ) I I IIII IIII IIILlllll II IIII�I.IIII I I �� � � c,� �I I II I I III I IIII Illl�lllllllll�l,ll IIII�IIII Ili, IIIIIIIII IIII IIII IIII IIIIIIIII III I I �I�� i� lii�lllll I�IiI IIII 1111 ILlnl�ll IIII IIII IIII IIII II�III��� I I � � ��� �� � II III III�����► ��T��� ����I,���Iti�� i 2+95 WA. CO. SID. AREA DRAIN. TYPE lI NOTE.' STORM FAMILIES NEST OF 1� GRATE 289.50 MH 2+78 ARE TO BE FRIVA ILLY (v LE 28350 OPERA IED 8 MA/NTAJNED. SIL FENCE ENCE M A 1T i� , 723' ' 1 t63' - „' N89 JJ'JO•£ 1J5.23' p•: _ �••'1� .N89IL�LQ £ ••T •�,• 1170.00' j FL LOT 2400J14 IP 14 AXLE r 'rV I• �• 1+465 TC. J08.85 6. ORE to, CPf. -__ FLAT TOP MN , III IC IN 28t.40 TC JOB,5 M, M . I 6 RA IT18700 � /£ OUT 28T 10 '. T.C. 308.10 , 7.C. 1.50 -J FLITT+'�B al . T.C. JOL 90 ` .£. 286.00 K M 863,0 c n j E /6• . if OU , 188 J. '' r :T:' rC. JOB 50 ' R TYP. ."-' CONNECT TO EXISRNC FLAY'.IDP MH 50 1 /'^� Ilf IN t. ?8200 TIC J0890 J I 2"o SANITARY SEVER WEq/R = 28I.JO C O Gs 4 I -ca 1 w 4• P,'V.0 ©J " P / A NEW SAN. SEWER J \� \ \ GBB• CPE'.PiPE E.' MOD 'V ', IP-RAP NELBLANKET IORADfO - � O,� - , • J O. C JOB 7 P 1 ` I I I ' RIP-RAP BLANKET II 0 ExIRU0E0 CURB 6• CPC PIPE —+ 8• FPIPE j /-,y�pa •n - i : T,C. 30966 _ < • '.. C.LR CURB TC, 6 ---- _ REMOW Cxl$YG . `i. I: ' •• SIDEWALKS �1. ° -6• CPE PIPE "i _ • B' — i _ I 0+93 0 va • • s e i T TOPIE IN NHO t 1 JT �OCyRB T,C 309. CB Art 29600 l I T 17980 - •6� �ti I E 790:0 h - ' • - _ - t $ 2 _ , ', I£ OU CAY- _ - 60•. �" ,, - - - � TC. 312.261 _r V�� ...� _ . .� � d9 ....� '• �'• s, •.. , SEa Ne7E I r � fC. J1248 h • ' ! ! , • __ - --' IF IN = 177 - -- /5' W .a I L _ _ 0+00 CURB/N PLALE 377 j Tc. Q% T , - - / 1 , 5' A. T.C. SIDEWALK 3 , - i _ J '2D. I Al REMOVE TC. J75.85 - EXISRNG I CONC. . it, R FIRE LOCA dN .[ REMOVE TC. 2 tI HYDRANT 3 PUMP 70' R TC JJ<�SRN _.__ 7.0 SOU IB L_ GB 58943.30"w ___. _.101 ._..—.._..._. _. _,. T• IP HODS. zc JTa.as I ,' J5' R ._.,, .. _.._. .. LEGEND _ tw _ EXIST IVA R TC. .j1B'40 ._ REMOVE RB O 1 " IP 1 . • TE - - ...k' _ SILT FENCE _ __ NEW A.C. PAVEMENT .- —EXIST. IRR --L _ _ _ _ . . _. ..— _ . . .. VALVE$ SANS c,,.,. � \„ 1 II�/T/ I7I-TTI//r�T �/ r.,,,'_,.�G Fii � ♦ L �' NEW CONCRETE SIDEWALKS ,III/ NA BCN Ems LG ; ` -_ .," 1 ..'a.. h DRIVEWAY APRONS - }- ✓ _ .. SAWCUT 1' r7 WCMT - - - --I� Tr I, L NEW CURB MA7M, / SAWCUT TT T77777 - I✓ �y EXSTNc 1� 1 _:✓ - _ -i. . , . . - I ' '�/! I I1 :eu.bl"vC - P P I � I .,.\ _ ,.✓ n . . ... I ��,44.. : i I - , IL 5E /.^ GRADING LINI7S • 1"Ni I r nEMOVE CONC. / I� (' SjOR WALKWAY ISLAND I� -- I .i t I � I' ��� _y� ExiSjIN � EXIS LING CONTOURS ._.,. -SAI,r FIN/SH GRADE CQ�JTOL'RS - ✓ �•' II � WCUT NOTES I ✓ A}' / I , I I' 4 ", ti DIISON£NECT HOSENEUW FROM SESENER.ANK AND , CONSTRUCT NEW C.I.P I ♦ ?�/ CURB 8 CONC. ISLAND / 96.73` DECOMMISSION t4ANDONED SEPTIC TANK IN ACCORDANCE H h ry f WITH OREGON ADMINISTRATIVE RULES CHAPTER, 340 EXIST. SAN. S RULE 71-185. CAP 9U/LD/NC SEVER CONNEC AON TO SEP DC TANK, PLNP TANK AND REMOVE OR FILL WITH BANK RUN GRAVEL. 01 ✓ II I I �. ';a J ABANDON AND DECOMMISSION W-LL IN ACCORDABLE T, �J INTN OREGON ADM/N/STRAT/V_ RULES CHAPTER 690-110. V' '�' I •� MA EX/SYG WORK 70 BE PERFORMED BY A LICENSED WELL DRILLER, cl .i h REMOVE k REPLACE CURB ,.�'� ; � - ';1 II✓ W W REMOVE CASING OR CUT OFF AND CAP ONE FOOT BELOW SUBGRADE. �.'.r•• ITS s.D. aG„-:u I i I I TAPER CI(@8�•'�•, .- - _ FADING A C - - O RELOCATE IRRIGATION CONTROL VALVES WEST OF NEW IDEWALK .I' �-- •, _ PARKING AREA. MODIFY IRRIGATION SYSTEM TO 1 ✓ _ I rEX/SL CB. HEADS IN PAYED REMOVE CURB REMOVE R REPLACE .- �_ - • _ N SUBMIT PLELIMINATE AN�TOKLER ENMNEER FOR APPROVARL. EAS. I � - r / • -♦ FF CURB AND SDENALlj TAPER TO .• 4 ° _ •r -y` SANITARY SEWER PIPE TO 8E X5/4 U-JQ74, SDR-35 • / - .-- _. I . wMATCH"BACK. - ..... O • I / PROVIDE 5' OF SIDEWALK q OF WALK, ALONG 'Lies jP.„C PIPE MINIMUM SLOPE 2( MINIMUM COVER C(EAR AROUND PO-ES OR `••t~ 45 _ _ BULL MTN. RD - I,a'�'"'� B J FEET. / r OTHER 0657RUCDONS /'•p54' W J = / • ; y'' IN THE SIDEWALK AREA. •"�'� - - -/ a BOXES, SIGN, ETC ,..�••�• S - -- :_ ,�'� _!•' CO O PROVIDE J' OR/PCE PLATE MELDED S • , ' W / � ,..�AEMOVE EX/ST'G CONSTRUCT 5' CONL� INTO CATCH BASIN OUTLET P/F ' • y.a+ � !� I 1 T. J1 .50 VV -/ MATCH EXISTG li .�!�• A.C. WALK �I = �- aya'� _,-!"'�� iI I "SI SEE DRIVEWAY PR[Y7LE - n -. `•'✓'"� g 'WEEr C-4 !-' STORM SEWER PIPE TO BE DOUBLE WALL O R�'3 / x ' ' ��.r . . O !„!” O CORRUGATED POLYETHYLENE PIPE ” 1 1'-0 TW Imo•!•• • r - I ADS N-11 OR EWAL. .,I i i �ROEOu _..�I•TAPER _ ='•r' s 1'� EXIST. C.a. !- !"!- *p CURBI < -! O CONCRETE SIDEWALK AND DRIVEWAYS SHALL • = I CURB + IR RRH BE CONSTRUCTED TO WASHINGTON CO STANDARDS I I I f: - ; �,�+.�•.� "•°� �� ! .�-�- 1 • a_ • �/'�y� !. SEE SHEET C-4 FOR STANDARD DETAILS , �'„�••�•, i' ••TAp ,R REMOVE ••' wu� �•�--/— BULL MOUNTAIN ROAD STAROMNG AND PROFILE FROM CURB PLANS PREPARED BY BA/MA HOILMBERG, INC FOR END OF 1.. I I CURB 4 GUTTER - -� £,v„ST C.0. '( A 1N R..�� d' �ABULL MOUNTAIN ROAD IMPROVEMENTS IN CONJUNC7/0N WIN DEVELOPMENT = / �' n• '�� I �' i ' O y.0” 1 1 _-•!- !' G.S�"?a t N OF TEXACO GAS STATION. PLANS AVAILABLE FROM WA, COON-Y O L.UT O� 14014 'VAFFIC SIGNS, METERS VALVES ETC. (IF ANY) SHALL BE RELOCATED I EXIST. 12• • ll.�� -s - - 7 _ EXIS77NG FIRE HYDRANT •� OUT ff $IDEWALK. j CCP. i0 HCNA/N�1` CONSTRUCTW3' WIDE 5_D• PER,SII�R FDG DST �DRI��A PRarn.F - / C9FCDL Y26;° O}J II A TRAFFIC CONTROL PLAN PER ORS 757541 IS RED' U/RED FOR WORK M DEE REMOVE EXI A.C. RE-IN rjjD1• - -Jp1TCH �/ BEARING--�' / - - + Ia em• OFY •> GTHE VE11EN A.C. 77E-IN =. QN OUNTYI BE REVIEWED AND Sr IS _ STREET THE TRAFFIC CONTROL PLAN IS DIE RE$POIRED FOR OF RK - GE DF PA •E _!`WASH1 - ��\5192 coNTPAcraR. THE 7RATT'rL CONTROL PLAN sHul _ - CONT ED BY THE CITY BEFORE STARTING WORK. ED i 7 2925 �• BENTLEY WA CO N0. 92— .917 EDGE OF PALM __ W N0, BY DATE :, m CHRIST THE KING LUTHERAN CHURCH CHRIST THE KING CHURCH BENTLEY ENGINEERING COMPANY c PARKING LOT ADDITION m1 u 2020 S.W. FOURTH AVENUE, PORTLAND. OREGON 97201 11305 SX BULL MOUNTAIN ROAD 09 (503) 222-1525 FAX (503) 222.2996 TIGARD, OR 97224 PLAN VIEW C - 2 PROJECT NO: 5172-00 REVISIONS DESIGN GSC DRAWN KRL CHECKED GSC APPROVED SCALE i" =20' DATE 4/14/92 04x • " IIrTH39 DO411HENT S IS LESS - r1'� �I�I I�I�I�I 1111111191 �I�I 'I l�l�l I �I�I�I I �f��l I� I�I� I I� I I� I III�I�I I � APRIL 26 1 .7.73 LEGIBLE TkAN TkIS NOTATION r ' 4 I __ �� ��. � F1 f{ IT. IS DUE TO THE QUALITY OF �M1114.w' THE ORIGINAL DOCUMENT. n=x 8 .+8CF• Ilil Itt�lll IIII��II IIII�IIII Illl�llll IIII�IIII.III�llll lIDlul Ilil�l� I�I�IIII��illl IIII�IIII IIII�IIII IIII�Illllllll�llll Illli' L Illl�illlhlil�llll Illl�u I T ul�lll Ilil�lill IUi�uu ml�lm ml�uu iiu�Illl illl�lgl Illi�lilliul�ml ull�lm uitluu, CTK.TXT E F 2 CHRIST THE KING CHURCH DETENTION POND STAGE DISCHARGE 3 TIME, IINFLOW, OUTFLOW, STORAGE, STAGE, HOURS C.F.S. C.F.S. C.F. ET 5 0.0-6---0 0.00 0.00 6 0.17 0 0.00 0.00 0.00 7 0.33�-- 0 0.00 106 0.00 a 0.50 0 0.00 0.00 0.00 9 0.67 0.01 0.01 -0,00, 0.00 10 0.83 0.01 0.01 0.00 0.00 11 1.00 0.02 0.02 0.00 0.00 1-2 1.17 -----0'.03 0.03 0.00 13 1.33 0.03 0.03 0.000.00 14 1.50 0.03 0.03 0.00 0.00 is 1.67 0.04 0.04 0.00 0.00 16 1.83 0.05 0.05 --.0.00 -0.60- 17 2.00 -0.05---6�. ----o.00-.--o.00- 18 2.17 0.06 0.06 0.00 0.00 2.331 0.06 0.06 0.00 0.00 20 s:50- 0.06 21 ---2.67 0.07 0.070 0.001 1 22 --i.11i 0.08 8��o 0.00 00 23 3.00 0.08 0.08 0.00 0.00 24 3.17 0.00 0.00 25 3.33 0.09 0.09 0.00 ---- 26 .0026 0.09 0.09 0.001 0.0a 27 3.67---''-0.1 0.10 0-00 - 0.00 28 0.10 0.001 0.00 29 4.000.11 0.11 �o 30 4.17 0.11 0.11 0.00 0.00 31 4.33 0.11 0.11 0.00 0.00 32 0.12 0.12, 0.00 0.00 334.67 0.12 0.12 0.00 0.00 34 4.83 0.13 0.00 0.00 35 5.00 0.14 0.14 0.00 0.00 0.14 0.14 0.00 0.00, 37 5.330.15 0.15 0.00 000 38 -5.50 0.15 0.15 -0.-66 0.00 39 , -K6K 0.16 0.16 0.00 0.00 40 _5,83 0T7 0.17 1.15 0.0 41 6.001 0.170.17 3.22 0.01 -- - 42 0.18 43 0.11 7.68 0.03 .18 0.1713.90 0.05 .44 6.50! 0.18 0.17 0.07 - 45 6.67 U.2' 0.18 26.47 0.10'--- ------- , 46 li.83 674t 0.18 --66-56- 0.191 47 7.00, 0.26, 0.201 84.11 0.32 48 7.171 0.28 9.211 120.37--'--0.46,- 49 0.33 6.23T, - 170.211, 0.65, 50 0.44 .0.25[_ 256, 7.671 0.7 0.291 438.581 1.341 Pa"I CTK.TXT A B ---- c D ` F 52 7.83 6.78 0.32 698.97 1.85 53 8.00 0.590.36 5 54 8.17 O'd 0.38 989.50 2.25 55 8.33 0.34 �039 988.87 2.25 r 8.50 0.3 0.39 947.17 2.20 57 8.67 0.26 -63-9 882.53 2.12 -58- 0.22 0.38 796.56 2.02 59 9.00-- 0.2 0.37 696.44 1.84 -60- 9.17 0.19 0.36 593.57 1.64 61 9.330.19 0.34 496.42 1.481 9.50 0.19 0.33 408.57 6--3- 9.87 0.19 0.31 64 9.831 0.19 259.32 1.00 11�. J_ 65 00 019 049 --190.91 66 10.17 --6J-9 -0.56 67 10.33'-0.19 0.42 --68 10.50 61-6 0.22 8190 0.32 69 0.21 0.24 70 10._83 0.16 0.16 71 1-1.00 ---0-19 18.10 0.07 72 11.17 - 0.15 0.18 0.94 660 73 11.33 0.15 0.15-'--o.00,---- 0.00 74 11.60 0.16 0.16 0.00 0.00 75 11.67 0.15 0. -76 11.83 0.16 0.15 0.C10 0.00 77 12.00 0.15 0.15 ().CIO -0.60 78 12.17 0.15 -- 0.15 O.Clo 0.00 79 12.33 0.15 0.15 80 12.50 0.15 0.15 .66 81 12.67 0.14 0.14 0.000.00 82 -82- 12.83 0.13 _0.1_3-0.00 0.00 83 13.00 0.13 0713-- 0.00 0.00 84 13.17 0.12 85 I&M 0.12 86 .12 0.00 0.00 81f)7 1-2 -6706 0.00 88 13.83 0.12 0.12 0.00 0.00 8 82 -.6- 9 14.00 0.12 J4.17 0.1-2 --.12 0.12 Q 0.00 0.00 94 14.33 0.12 0.12 0 03 -i 0.00 92 14.50 0.12 0.12 0.00 0.00 93 14.67 -6.-12- 0.12 0.00 0.00 94 14.0, 0.11 0,00 0.00 95 16.00 0.11 0.11 0.00 0.00 96 15.17 0.11 0.11 0.00 97 15.33 0.11 0.00 98 15.50 0.00 0.00 99 15.67 0.11 O'll 0.00 0.00 - 15.83 0.11 0.11 0.00, 0.00 TO 1 16.00 0.11 Oil 0.000.00 102 18.17 0.1 0.11 ().nn 000 Page 2 c r'K.rXT A 13 --C�--D E F 103 16.33 0.11 0.11 0.00 0.00 -1 -- ----}------ 104 16.50 0.11 0.11 0.00' --.0,00 105 16.67 _0.1 0.10 0.00 0.00 106 18.83 - 0.09 0,09 0.00 - 0.00 107 17.00 0.09 0.09 0.00 0.00 74 1081 17.17 0.09 0.09 0.00 - 0.00 - 109 17.33 0.09 0.09 0.001 0.00 110 17.501 O.U9 0.09 0.00 0.00 --- 111 17.67 0.09 0.09 0.00 0.00 112 17.8_3 __0.09 0.091 0.00 0.001 114-1 18.00 0.09 0.09 0.00 0.001 -+--- 114 18.17 - 0.09 ---0.09 ---- 0.00 0.00 115 18.33 0.09 0.09 0.00 0.00 _- 116 -18.50 0.09 ----- -0.09 0.00 0.0_0 117 18.67 0.09 -- - 9- 0.00 -- 0.00 -~--- 118 18.83 0.09 0.09 U.00 0.00 - 119 19.00 _ _0.09 -- - -0.09 _ 0.001 -- 0.00 120 -- 19,17 _ 0.09 ---- 0.09 0.00 0.00 - 121 - 19.33 0.09 - 0.09 0.00 - 0.00 122 19.50 0.09 - 0.091 0.001 0.00 123 19.67 0.09 0.09 0.00 0 001 124 19.83 ---0.09 0.09 0.00' 000-1- T25 00-1- 125 20.000.09 -----0.09 --i-0.00 _ 0.00' -- TF20.17 -- -0.09 --- -0.09 �- 0.00 0.00 0 127 2 .33 -- 0.09 -------0.09 �l0.00 - --6.00, 128 20.50 0.09 0.09 0.00 0.00 129 20.67 0.09 0.09 0.00 0.00 1,30 131 - 21.00 0.09 _ 0.09 0.00 132 21.17 ---0.09 _ 0.09 0.00+-- 0.00 133 21.33 0.09 �T0.09 --0.00 _.._....._-0.00--- 134 21.50 0.09 _ 0.09 0.00 0.00 i 35 21.67 0.0_9 - --- 0.09 0.00 0.00 136 21.83 0.09 -�0.09 0.00 0.00 - -- ---...__ ---• -.-- -- - - -._- - 137 22.00 0.09 0.09 0.00 0.00 138 22.17 0.09 0.09 0.00 _. -_-6.-w- 139 22.33- 0.09 -- - 0.09 --- 0.00 ---- 0.00 140 22.50 0.09 0.09 0.00 0.00 141 22.67 __- 0.090.09 - 0.00 -0.00 - 142 22.83 0.09 -- 0.09 -_0.00 - ___-- 0.00 _ 143 23.00 _ 0.09 -- 0.09 --- O.JO - 0.00 - 144 23.17 0.09 0.09 0.00 - --6.0-0 145 _23.33 0.09 0.09 0.00 -� 0.00 1 Ps 23.50 ---_0.09 - -0.09 _-- 0.0_0 0.00 147 - 23.67 0.09 - -0-.0-9.----0-.00 0.00 14823.83 - 0.09 0.09 0.00 _- U.00 i49 _- 24.00 0.060.06 _ 0.00 - 0.00 150 24.17 0.03 - 0.03 151 24.33 0 0.00 0.00 0.00 '1521 24.50 0 0.0_0 0.001 0.00 153 - 24.67 -_-- - 0 - 0.00 0.00 Page 3 CTK.TXT A B C D E 154 24.830 0.00 0.00 0.00 155 w 0 0.00 0.06 0.00 156 25.17 0 157, Page 4 Path : C: \HYDRO tile : CTKPREi HYD 2 , 467 a. . 4-15-92 10 : 18 : 40 pm Page 1 153-r 1 0 Q . 42 re . 00 .00 . 17 . 00 . 33 . 00 . 50 . 00 . 67 . 00 . 83 . 01 1 . 00 . 01 1 . 17 . 01 1 . 33 . 01 1 . 50 . 01 t' 1 . 67 . 02 1 . 83 . 02 2 . 00 . 02 2 . 17 . 02 2 . 33 . 02 2 . 50 . 03 2 . 67 . 03 2 . 83 . 03 3 . 00 . 03 3 . 17 . 03 3 . 33 . 04 3 . 50 . 04 3 . 67 . 04 3 . 83 . 05 4 . 00 . 05 4 . 17 .05 4 . 33 .05 4 . 50 . 05 4 . 67 . 06 4 . 83 . 06 5 . 00 .06 5 . 17 . 07 5 . 33 . 07 5 . 50 . 07 5 . 67 .07 5 . 83 . 08 6 . 00 . n8 6 . i7 . 08 6 . 33 . 09 6 . 50 . 09 6 . 67 . 10 5 . 83 . 12 7 . 00 . l3 7 . 7 . 15 7 . 33 7 . 50 . 24 7 . 67 . 41 i 7 . 83 . 42 8 . 00 . 27 8 . 17 . 19 8 . 33 . 15 Path: C: \HYDRO File : CTKPREI HYD 2 , 467 a . . 4-15-92 10 : 18 : 40 pm Page 2 8 . 50 . 15 8 . c37 . 13 8 . 63 . 10 9 . 00 . 10 9 . 17 . 1.0 9 . 33 . 10 9 . 50 . 10 9 . 67 . 10 9 . 83 . 10 10 . 00 . 10 10 . 17 . 10 10 . 33 . 10 10 . 50 . 10 10 . 67 . 09 10 . 83 .08 11 . 00 .08 11 . 17 . 08 11 . 33 . 08 11 . 50 . 08 11 . 67 .0r, 11 . 83 . 08 1 '2 . 00 . 08 12 . 17 . 08 12 , 33 .08 12 . bt, . 08 12 . 67 . 07 12 . 83 . 07 13 . 00 . 07 13 . 17 . 06 13 . 33 . 06 13 . 50 . 06 13 . 67 .06 13 . 83 . 07 14 . 00 . 07 14 . 17 . 07 14 . 33 . 07 14 . 50 . 07 14 . .x, 1 .06 14 83 . 06 �+ 15 . 00 .06 15 . 17 . 06 15 . 33 . 06 15 . 50 .06 15 . 67 . 06 15 . 83 . 06 16 . 00 . 06 16 . 17 .06 16 . 33 .06 16 . 50 .06 16 . 67 .05 16 . 83 .05 17 . 00 . 05 Path: C: \HYDRO page 3 'File: CTKPREI HYD 2 ,467 a . . 4-15-92 lc. 18 : 40 pro 17 . 17 .05 17 . 33 . 05 17 . 50 .05 17 . 67 .05 17 . 83 . 05 18 . 00 .05 18 . 17 .05 18 . 33 .05 18 . 50 .05 18 . 67 . 05 18 . 83 . 05 19 . 00 . 05 19 . 17 . 05 19 . 33 .05 19 . 50 .05 19 . 67 .05 19 . 83 . 05 20 . 00 . 05 20 . 17 •05 20 . 33 .05 20 . 50 .05 20 . 67 .05 20 . 83 . 05 21 . 00 . 05 21 . 17 .05 21 . 33 . 05 21 . 50 .05 21 . 67 .05 21 . 83 . 05 22 . 00 . 05 22 . 17 . 05 22 . 33 . 05 22 . 50 .05 22 . 67 . 05 22 . 83 .05 23 . 00 . 05 23 . 17 . 05 23 . 33 . 05 23 . 50 .05 23 . 67 . 05 23 . 83 • 05 24 . 00 . 03 24 . 17 .01 24 . 33 .00 24 . 50 .00 24 . 67 . 00 24 . 83 . 00 25 . 00 •00 25 . 17 . 00 25 . 33 .00 i Path: 0: File: CT M .HYDJ 2 ,483 n. . 4-15-92 9:04: 34 pm Page 1 15 4T 10 , 5 5 s Ptrrc. .00 .00 . 17 .00 . 33 .00 . 50 .00 . 67 .00 . 83 .00 1 .00 . 00 1 . 17 .00 1 . 33 .00 1 . 50 . 06 1 . 67 .00 1 . 83 .00 2 .00 . 01 x . 17 .01 2 . 33 .01 2 . 50 .01 2 . 67 .01 2 . 83 .01 3 .00 .01 3 . 17 .01 3 . 33 .01 3 . 50 .01 3 . 67 . 02 3 . 83 .02 4 .00 03 4 . 17 .03 4 . 35 .04 4 . 50 .04 4 . 67 o5 4 . 83 .05 5 . 00 . 06 5 . 17 07 5 . 33 .07 5 . 50 .08 5 . 67 . 09 5 . 83 .09 6 .00 . 10 6 . 17 . 11 6 . 33 . 11 6 . 50 . 12 6 . 67 . 13 6 . 83 . 15 7 . 00 . 17 7 . 17 . 19 7 . 33 . 23 7 . 50 . 29 7 . 67 . 45 7 . 83 . 55 8 . 00 . 52 8 . 17 . 45 8 . 33 . 40 Path: C: \HYDRO File '. CTKPRE24 . IIYD 2 , 483 a . . 4-15-92 9 : 04 : 34 pm Page 2 8 . 50 . 36 8 . 67 . 32 8 . 83 . 28 9 . 00 . 25 9. 17 . 23 9 . 33 . 22 9 . 50 . 21 9 . 67 . 20 9 . 83 . 20 10 .00 . 20 10. 17 . 20 10 . 33 . l9 10 . 50 . 19 10 . 67 . 19 10 . 83 . 18 11 . 00 . 17 11 . 17 . 17 11 . 33 . 17 11 . 50 . 17 11 . 67 . 16 11 . 83 . 16 12 . 00 . 16 12 . 17 . 16 1 '2 . 33 . 16 12 . 50 . 16 12 . 67 . 16 12 . 83 . 15 13 . 00 . 14 13 . 17 . 14 13 . 33 . 14 13 . 50 . 14 13 . 67 . 14 13 . 83 . 13 14 . 00 . 13 14 . 17 . 13 14 . 33 . 13 14 . 50 . 13 14 . 67 . 13 14 . 83 . 13 15 . 00 . 12 15 . 17 . 12 15 . 33 . 12 I 15 . 50 . 12 15 . 67 . 12 15 . 83 . 12 16 , 00 . 12 16 . 17 . 12 16 . 33 . 12 16 . 50 . 12 16 . 67 . 12 16 . 83 . 11 17 . 00 . ? 1 Path: C: \HYDRO File : CTKPRE24 . HYD 2 , 483 a . . 4-15-92 9 : 04 : 34 pm Page 3 17 . 17 . 10 17 . 33 . 10 17 . 50 . 10 17 . 67 . 10 17 . 83 . 10 18 . 00 . 10 18 . 17 . 10 18 . 33 . 10 18 . 50 . 10 18 . 67 . 10 18 . 83 . 10 19 . 00 . 10 19 . 17 . 10 19 . 33 . 10 19 . 50 . 10 19 . 67 . 10 19 . 83 . 10 20 . 17 pp . 10 20 . 23 . 10 20 . 50 . 10 20 . 67 . 10 20 . 83 . 10 21 . 00 . 10 21 . 17 . 10 21 . 33 . 10 21 . 50 . 10 21 . 67 . 10 21 . 83 . 10 22 . 00 . 10 22 . 17 . 10 22 . 33 . 1.0 22 . 50 . 10 22 . 67 . 10 22 . 83 . 10 23 . 00 . 10 23 . 17 . 10 2,3 . 33 . 10 23 . 50 . 10 23 . 67 . 10 23 . 83 . 10 24 . 00 . 08 24 . 17 . 06 24 . 33 . 04 24 . 50 . 00 24 . 67 . 00 24 . 83 . 00 25 . 00 . 00 25 . 17 . 00 25 . 33 . 00 25 . 50 . 00 Path : C: \HYDRO File : ITKPRF - 7H-Y-D-j 2 , 515 a . . 4-16-92 8 : 27 : 40 am Page 1 156 10 Q . 93 c QZ�k . 00 . 00 . 17 . 00 . 33 . 00 . 50 00 67 . 00 83 . 00 1 . 00 . 00 1 . 17 . 01 1 . 33 . 01 1 . 50 . 01 1 . 67 . 01 1 . 83 . 01 2 . 00 . 03 2 . 17 . 03 2 . 33 . 03 2 . 50 .03 2 . 67 . 03 2 . 83 . 04 3 . 00 . 04 3 . 17 . 04 3 . 33 . 04 3 . 50 . 04 3 . 67 . 06 3 . 83 . 06 4 . 00 . 07 4 . 17 .08 4 . 33 . 09 4 . 50 .09 4 . 67 . 10 4 . 83 . 10 5 . 00 . 12 5 . 17 . 13 5 . 33 . 13 5 . 50 . 15 5 . 67 . 16 , . 8.3 . 16 6 . 00 . 17 6 . 17 . 19 6 . 33 . 19 6 . 50 . 20 6 . 67 . 22 6 . 83 . 24 7 . 00 . 27 7 . 17 . 31 7 . 33 . 35 7 . 50 . ,'4 7 . 67 . 62 7 . 8,, . 79 8 . 00 . 93 E- 8 . 17 . 87 i 8 . 33 . 67 Path: C: \HYDRO File : CTKPRE HYD 2 , 515 a. . 4-16-92 8 : 27 : 40 am Page 2 8 . 50 . 55 8 . 67 . 47 8 . 83 . 43 9 . 00 . 38 9 . 17 . 33 9 . 33 . 32 9 . 50 . 31 9 . 67 . 30 9 . 83 . 30 10 . 00 . 30 10 . 17 . 30 10 . 33 . 29 10 . 50 . 29 10 . 67 . 29 10 . 83 . 28 11 . 00 . 26 11 . 17 . 25 11 . 33 . 25 11 . 50 . 25 11 . 67 . 24 11 . 83 . 24 12 . 00 . 24 12 . 17 . 24 12 . 33 . 24 12 . 50 . 24 12 . 67 . 24 12 . 83 . 23 13 . 00 . 21 13 . 17 . 21 13 . 33 . 21 13 . 50 . 20 13 . 67 . 20 13 . 83 ' 9 14 .00 . 19 14 . 17 . a7 14 . 33 . 20 14 . 50 . 20 14 . 67 . 20 14 . 83 . 20 15 . 00 . 18 15 . 17 . 18 15 . 33 . 18 15 . 50 . 18 15 . 67 . 18 15 . 83 . 18 16 . 00 . 18 16 . 17 . 18 16 . 33 . 18 16 . 50 . 18 16 . 67 . 18 16 . 83 . 17 17 . 00 . IS Path : C: \HYDRO Pile : CTKPRE HYD 2 , 515 a. . 4-16-92 8 : 27 : 40 am Page 3 17 . 17 . 15 17 . 33 . 15 ;7 . 130 . 15 17 . 67 . 15 17 . 83 . 15 18 . 00 . 15 18 . 17 . 15 18 . 33 . 15 18 . 50 . 15 18 . 67 . 15 18 . 83 . 15 15 . 00 . 15 19 . 17 . 15 19 . 33 . 15 19 . 50 . 15 19 . 67 . 15 19 . 83 . 15 210 . 00 . 15 20 . 17 . 15 20 . 33 . 15 20 . 50 . 15 20 . 67 . 15 20 . 83 . 15 21 . 00 , 15 21 . 17 . 15 21 . 33 . 15 21 . 50 . 15 21 . 67 . 15 21 . 83 . 15 22 . 00 . 15 22 . 17 . 15 22 . 33 . 15 22 . 50 . 15 22 . 67 . 15 22 . 83 . 15 23 . 00 . 15 23 . 17 . 15 23 . 33 . 15 23 . 50 . 15 23 . 67 . 15 23 . 83 . 15 24 . 00 . 13 24 . 17 . 11 24 . 33 . 07 24 . 50 . 01 24 . 67 . 00 24 . 83 . 00 25 . 00 . 00 25 . 17 . 00 25 . 33 . 00 25 . 50 . 00 25 . 67 . 00 I I Path: C File: TKPST56 .HYll 2 ,467 a . . 4-15-92 9:27:26 pm Page 1 153T 10 Q . 10 Cq .00 .00 �� - . 17 .00 . 33 .00 50 .00 A7 . 00 . 83 .00 1 .00 . 00 1 . 17 . 00 1 . 33 .00 1 . 50 .00 1 . 67 .00 1 . 83 .00 2 . 00 .00 2 . 17 .00 2 . 33 . 00 2 . 50 .00 2 . 67 . 00 2 . 83 .00 3 . 00 .00 3 . 17 . 00 3 . 33 . 00 3 . 50 . 00 3 . 67 . 00 3 . 83 .01 4 . 00 .01 4 . 17 .01 4 . 33 .01 4 . 50 .01 4 . 67 .01 4 . 83 .01 5 . 00 . 01 5 . 17 .01 5 . 33 . 01 5 . 50 . 02 5 . 67 .02 5 . 83 . 02 6 . 00 . 02 6 . 17 .02 6 . 33 .02 6 . 50 .02 6 . 67 .02 6 . 83 .03 7 . 00 .03 7 . 17 .04 7 . 33 . 04 7 . 50 . 05 7 . 67 . 08 7 . 83 . 10 8 . 00 .08 8 . 17 . 08 8 . 33 .07 I Path: C: \HYDRO File: CTKPST56.HYD 2 ,467 a. . 4-15-92 9 : 27 : 26 pm Page 2 8 . 50 . 06 8 . 67 .06 8 . 83 .05 9 . 00 . 04 9, 17 . 04 9 . 33 .04 9 . 50 .04 9 . 67 .04 9 . 83 . 03 10 . 00 . 0:1 10 . 17 . 03 10. 33 . 03 10 . 50 .03 10 . 67 .03 10 . 83 .03 11 . 00 . 03 11 . 17 .03 11 . 33 .03 11 . 50 . 03 11 . 67 . 03 11 . 83 .03 12 . 00 . 03 12 . 17 . 03 12 . 33 .03 12 . 50 .03 12 . 67 .03 12 . 83 -03 13 . 00 03 ' 3 . 17 . 02 13 . 33 . 02 13 . 50 . 02 1,2 . 67 . 02 13 . 83 .02 14 . 00 .02 '. 4 . 17 .02 14 . 33 .02 14 . 50 .02 14 . 67 . 02 14 . 83 .02 15 . 00 .02 15 . 17 .02 15 . 33 . 02 15 . 50 .02 15 . 67 . 02 15 . 83 .02 16 . 00 . 02 16 . 17 . 02 16 . 33 . 02 18 . 50 . 02 16 . 67 . 02 16 . 83 . 02 17 . 00 . 02 J I Path : C: \HYDRO e 3 File : C'TKPST56 .HYD 2 , 467 a. . 4-15-92 9 : 27 : 26 pm Page 17 . 17 . 02 17 . 33 02 17 . 50 .02 17 . 67 . 02 17 . 83 . 02 18 .00 . 02 18 . 17 . 02 18 . 33 .02 18 . 50 .02 18 . 67 . 02 18 . 83 .02 19 . 00 .02 19 . 17 • 02 19 . 33 . 02 19 . 50 . 02 19 . 67 . 02 19 . 83 . 02 20 .00 . 02 20 . 17 . 02 20 . 33 .02 20 . 50 . 02 20 . 67 . 02 20 . 83 . 02 21 .00 . 02 21 . 17 .02 21 . 33 . 02 21 . 50 . 02 21 . 67 .02 x . . 83 .02 22 . 00 .02 22 . 17 .02 22 . 33 . 02 22 . 50 .02 22 . 67 . 02 22 . 83 .02 23 . 00 .02 23 . 17 .02 7.3 . 33 . 02 23 . 50 .02 23 . 67 .02 23 . 83 .02 24 . 00 .01 24 . 17 .01 24 . 33 . 00 24 . 50 .00 24 . 67 .00 24 . 83 . 00 25 . 00 . 00 25 . 17 .00 25 . 33 .00 Path : C: \HYDRO Pile : S 4 . HYD 2 , 467 a. . 4-15-92. 10 : 24 : 46 )m Page 1 153T 10 Q . 44 _ Q . 00 . 00 . 17 . 00 . 33 . 00 . 50 . 00 . 67 . 01 . 83 . 01 1 . 00 . 01 1 . 17 . 02 1 . 33 . 02 1 . 50 . 02 1 . 67 . 02 1 . 83 . 03 2 . 00 . 03 2 . 17 . 03 2 . 33 . 04 2 . 50 .04 2 . 67 . 04 2 . 83 . 05 3 . 00 . 05 3 . 17 . 05 3 . ?3 . 05 3 . 50 . 05 3 . 67 . 06 3 . 83 . 06 4 . 00 . 06 4 . 17 . 06 4 . 33 . 06 4 50 .07 4 . 67 . 07 4 . 83 . 08 5 . 00 . 08 5 . 17 . 08 5 . 33 . 08 5 . 50 . 08 5 . 67 . 09 5 . 83 . 09 6 . 00 . 10 5 . 17 . l0 6 . 33 . 10 6 . 50 . 10 6 . 67 . 12 6 . 83 . 14 7 . 00 . 14 7 . 17 . 16 7 . 33 . 19 7 . 50 . 26 7 . 67 . 44 7 . 83 . 44 8 . 00 . 29 8 . 17 . 20 8 . 33 . 16 Path: C: IHYDRO File : CTKPST4 . HYD 2 , 467 a . . 4-15-92 10 : 24 : 46 pm Page 2 8 . 50 . 15 8 . 67 13 8 . 83 . 11 9 . 00 . 10 �' . 17 . 10 9 . 33 . 10 9 . 50 . 10 9 . 67 . 10 9 . 83 . 10 10 . 00 10 10 . 17 . 10 10 . 33 . 10 10 . 50 . 10 10 . 67 . 09 10 . 83 . 08 11 . 00 . 08 11 . 17 . 08 11 . 33 . 08 11 . 50 . 08 11 . 67 . 08 11 . 83 . 08 12. . 00 . 08 12 . 17 . 08 12 . 3; . 08 12 . 50 . 08 12 . 67 . 08 12 . 83 . 07 13 . 00 . 07 13 . 17 . 07 13 . 33 . 07 13 . 50 . 07 13 . 67 . 07 13 . 83 . 07 14 . 00 . 07 14 . 17 . 07 14 . 33 . 07 14 . 50 . 07 14 . 67 . 06 14 . 83 . 06 15 . 00 . 06 15 . 17 . 06 15 . 33 . 06 15 . 50 . 06 15 . 67 . 06 15 . 83 . 06 16 . 00 . 06 16 . 17 . 06 16 . 33 . 06 16 . 50 . 06 16 . 67 . 05 16 . 83 . 05 17 . 00 . 05 Path: C: \HYDRO 'File: CTKPST4 HYD 2 , 467 a . . 4-15-92 10: 24 : 46 pm Page 3 17 . 17 . 05 17 . 33 . 05 17 . 50 .05 17 . 67 . 05 17 . 83 . 05 18 . 00 . 05 18 . 17 . 05 18 . 33 . 05 18 . 50 . 05 18 . 67 . 05 18 . 83 . 05 19 . 00 . 05 19 . 17 . 05 19 . 33 . 05 19 . 50 .05 19 . 67 . 05 19 . 83 .05 20 . 00 . 05 20 . 17 .05 20 . 33 . 05 20 . 50 . 05 20 . 67 . 05 20 . 83 .05 21 . 00 . 05 21 . 17 . 05 21 . 33 . 05 21 . 50 . 05 21 . 67 . 05 21 . 83 . 05 22 . 00 . 05 22 . 17 .05 22 . 3,3 . 05 22 . 50 . 05 22 . 67 .05 22 . 83 . 05 23 . 00 . 05 23 . 17 . 05 23 . 33 . 05 23 . 50 . 05 23 . 67 . 05 23 . 83 . 05 21 . 00 .03 24 . 17 . 01 24 . 33 .00 24 . 50 . 00 24 . 67 .00 24 . 83 . 00 25 . 00' .00 25 . 17 . 00 25 . 33 . 00 Path: C: \HYDRO Fi ! e : �PS _ 2 , 467 a . . 4-16--92 8 : 57 : 50 am Page 1 153 `T 10 q . 78 , . 00 . 00 . 17 . 00 . 33 . 00 . 50 . 00 . 67 . O1 . 93 .01 1 . 00 . 02 1 . 17 . 03 1 . 33 . 03 1 . 50 . 03 1 . 67 . 04 1 . 83 . 05 2 . 00 . 05 2 . 17 . 06 2 . 33 . 06 2 . 50 . 06 2 . 67 . 07 2 . 83 . 08 3 . 00 . 08 3 . 17 . 08 3 . 33 . 09 3 . 50 . 09 3 . 67 . 10 3 . 83 . 10 4 . 00 . I1 4 . 17 . 11 4 . 33 . 11 4 . 50 . 12 4 . 67 . 12 4 . 83 . 13 5 . 00 . 1 /1 5 . 17 . 14 5 . 33 . 15 5 . 50 . 15 5 . 67 . 16 5 . 83 . 17 6 . 00 . 17 6 . 17 . 18 6 . 33 . 18 6 . 50 . 18 6 . 67 . 20 6 . 83 . '24 7 00 . 25 7 . 17 . 28 7 . 33 . 33 7 . 50 . 44 7 . 67 . 70 7 . 83 . 78 8 . 00 . 59 8 . 17 . 43 8 . 33 . 34 Path: C: \HYDRO F'ilc : CT'KPSTI3 .HYD 2 , 467 a . . 4-16-92 8 : 57 : 50 am Page 2 8 . 50 . 30 8 . 67 . 26 8 . 83 . 22 9 . 00 . 20 9 . 17 . 19 9 . 33 . 19 9 . 50 . 19 9 . 67 . 19 9 . 83 . 19 10 . 00 . 19 10 . 17 . 19 10 . 3") 19 10 . 50 19 10 . 67 . 18 10. 83 . 16 11 . CO . 16 11 . 17 . 15 11 . 33 . 15 11 . 50 . 15 11 . 67 . 15 11 . 83 . 15 12 . 00 . 15 12 . 17 . 15 12 . 33 . 15 12 . 50 . 15 12 . 67 . 14 12 . 83 . 13 13 . 00 . 13 13 . 17 . 12 13 . 33 . 12 13 . 50 . 12 13 . 67 . 12 13 . 83 . 12 14 . 00 . 12 14 . 17 . 12 14 . 33 . 12 14 . 50 . 12 14 . 67 . 12 14 . 83 . 11 15 . 00 . 11 15 . 17 . 11 15 . 33 11 15 . 50 lI 15 . 67 11 15 . 83 11 16 . 00 11 16 . 17 II 16 . 33 it 16 . .50 1 I 16 . 67 1rJ 16 . 83 . 09 17 , 00 . 09 Path: C: \HYDRO Pile : CTKPSTI3 .HYD 2 , 467 a . . 4-16-92 8 : 57 : 50 am Page 3 17 . 17 . 09 17 . 33 . 09 17 . 50 . 09 17 . 67 . 09 17 83 . 09 18 . 00 . 09 13 . 17 . 00 18 . 33 . 09 18 . 50 . 09 18 . 67 . 09 18 . 83 . 09 19 . 00 . 09 19 . 17 . 09 19 . 33 . 09 19 . 50 . 09 19 . 67 . 09 19 . 83 . 09 20 . 00 �3 20 . 17 i?3 20 . 33 . 09 20 . 50 . 09 20 . 67 . 09 20 . 83 . 09 21 . 00 . 09 21 . 17 . 09 21 . 33 . 09 21 . 50 . 09 21 . 67 . 09 21 . 83 . 09 22 . 00 . 09 22 . 17 . 09 22 . 33 . 09 22 . 50 . 09 22 . 67 . 09 22 . 83 . 09 23 . 00 . 09 23 . 17 . 09 23 . 33 . 09 23 . 50 . 09 23 . 67 . 09 23 . 83 . 09 24 . 00 . 06 24 . 17 . 03 24 . 33 . 00 24 . 50 . 00 24 . 67 . 00 24 . 83 . 00 25 . 00 . 00 25 . 17 .00 25 . 33 . 00 CUP 91—oS CORPORATION CONSENT COVENANT (NONREMONSTRANCE AGREEMENT) Street Ipprovements The undersigned owners (including purchasers) of tht real property described below do hereby record their consent to the formsfipn of a local improvement district by the City of Tigard for the purpose of improving the public streets upon which the described property abuts. The undersigned expressly waive all present and future rights to oppose or remonstrate 6gnfnat the formation of a local improvement district for the improvement of ,the abutting street or streets, reserving only the right to contest the inclusion of particular coot items in the improvement district proceeding and any right they may have under the laws of the State of Oregon to contest the proposed assessment, formula. The real property that is the subject of this consent covenant is described as follows: Do herein incorporate by this reference the following documents recorded at Washington County Deed Records as Fee No. 91-015452, Book 483 Page 250-251, Book 457 Page 206 and respect Fully identified as Exhibits A, B and C. IN WITNESS WHEREOF, the undersigned corporation has caused this agreement to be executed Dy its duly authorized, undersigned officers acting, pursuant to resolution of its Board of Directors. .IL.LIL 1-h_P Kii, utlwr•.1n I purr Corporate Seal Name of Corporrtion (nein-prufii ) JXA Py. Preslrlenat �� C STATE OF OREGON ) By:as. ecretary County of Washington ) Personslly appeared Gerry GLn�L snd ",he kieke who, each being first duly sworn, did say that rhe former is the president and that the latter is the ri secretary of .h �t the Unq��pr. an lhurch, a nun uru(it , N corporation, and that the segl affixed to time foregoing instrument is the corporate seal of said corporation and that said instrument was signed and sealed in behalf of said corporation by authority of its board of directors; and each o: them acknowledged said Instrument to be its voluntary act and deed. IN TESTIMONY W!iER!OF, I have hereunto set my hand and seal this day of fDZaQ,m 6t , 19.1/ L :L�c Notary P4� is for le�gon - (NOTARIAL SEAL) My Commission Expires: el,/�; Approved a6 to legal description this j/ day ofl T i _ `119`'"_ G� B y: Title., E �iU7Tire✓C� TEirl Approved this j/5/ !ay of bete";lbe, 199/_ GRANTOR'C NAME/ADDP,F.55 I& i,WW 0 11 DEPARTMF,NT y-�{ MT- IXHIBIT C 1w0 MEN BY rUpt PRESENTS, The ncho..Cole oz .............................................­.....­..................................................................................................... .................................... ............. grantor in co"eklariation f. ................................................-....................................Dollars, . ................................................ ............................................................................................................... paild the-Kino-,-.Iathnzan..JCh=CI3,....TU.arrI are.i%.in. ... ....................................................................................................... ................................ .............. ......... ..........**...1111­1 ,grantee......, CFO _0 Sheraby grant,bargain,wit and convey unto the said Irantee...s.. .....their....heirs and assigns,all .............. ...... 11M 1011owi Proxinty,with the tersemenft,haf0difements and appurtenances,situated In the County of.. 7,21,769 1 V ............................. and State of Oregon,bounded and described as follows, to-wit: 0 Beginning at the South.,jest corner of Lot 10, Colas Acres, Washington County, Oregon, and running thence North 890 1+31 -,30P Fast 135.23 feet to a point on the South line of said Lot 10, being the true point of beg nning of the property herein described; thence continu— ing North 89� 43` 30" East 169.87 feet to the Southeast corner of o said Lot 10, thence North 0 0 %lest 132.57 feet to the Northeast corner of said Lot 10, thence South 890 33"30" West 170 fact to a point on the North line of said Lot 10, thence South oo 051 West 132.07 feet to the South line of said Lot 10 and the point rf beginning, To Hare and to F oto the above described and granted premises unto the said grantee.......,..t.h.9A.r.. hei-#and assigns forever. And ....the grantor' ._ do covenant that... r,I10 S..lawfully seised in too simple of the above granted premises free from all encumbrances,............................................................................................................. • ...........I........._ ..............I............................................................... ..................... ................................................................................... ....................i........................I.......................I.............................I......................................................................................... " that.......!!a..........will and....11.Qr heirs, executors and administratorS, Mall warrant and forever defend the above grantod promises, and every part and parcel thereof, against the lawful claims and demands of all persons whomsoever. I&1' Witness. .hard.... arid as&]'.. this.....,1..:..-'.....day.of....... V4�.......... ..........................................(SEAL) ........................................................... ...........(SGL) STATEOF OREGON, ..................................................................................(SPAL) County On this............day of41. ........... -W w belowme,,the und w,'WAh �dned a No?7ry Publio In SpO fns said County and State,Personally appeared the n jy . ...................................­.......................................................................................who..._e_2.......... ­()TAj?j�,.,1J4wwn tome to be the identical individual described In and who executed the within t0ristrumeni!,and acknowledged to me that,Xerecutcf the Sam@ freely and vcluntarily. C i�z 0IN TESTIMONY WHEREOF,I have h(Fr!unto set my hand and affixed my official ..p t,sial the day and year last above written. I�. .......... ev2;)/al 1��✓ or My cam My Public for Oregon. lission exfires M My Comm ssion tip is& ey WARRANTY DEED STATE OF OREGON, ................ .......... County of WASHINGTON I certify that the within in tru- r mT was rece-ived to record oil,, the Q. d TO .1 1 , P I..I $y of.......Ii. 19WA, clock M. d recorded z 6 loc in ............ ...... book...- on e_. ................. .............. U.. 0 . 7... page_ X,f I..R.r Record of Deeds of said County. C3 ---._...r,._. ......... .........__. �.;, �:� .Si,,�t�'. �;:� Witness ------ Witness my hand and seal of "TUR MIMORDINU MIETURP4 10 County allired. to r C,le. ; , 1W J ROGER THOMSSEN, Cleh% X,164! /1 "C .............................................. ....... aunts .2 By 457 peE 206 . .......... Deputy. STATE OF oRE .e. County of ?Li:i.on BE 17 REMEMBERED, That on this 4th day of Dcccmbar ,19 62 , before me, the undersigned,a Notary Public In and lot said County and State,personally appeared the within named J. V. Chanulor and c. 1•;arj3rio C;iaudl;:r, huauand and wifo, known to me to be the Identical Individuals described In and who executed the within Instrument and acknowledged to me that they executed the same freely and voluntarily. IN TESTIMONY WHEREOF,i have hereunto wt -ny hand and afllxed t, my ollicial•seal the day and ysar last above'written. 1`131 A If}' C « .....rm.-,+,.x. .:. ............................ ' Notary Public/or Ore/on. �.�;r1•R�`�� ,;t MyCommisslonexpires Mal 20, 1963 I I II 1 I' I I I a •' 0 s W 1.woil n f � so 40 fA o d jj i M ovo Jl�+ i A oa;?' 483 rkoEM �+ taRN,o.143—WARRA\TY DLED. EXHIBIT H I Q I I 3 19 66 ,, -- o KNOW ALL M THESE PRESENTS, That J. 11. Chandler i:. 6:a:,;alto C::.tndla., !v.s.:ar.d and wile, ineansiderationat Tan cnd I:oJ1C"Jths (S1J.G0) Dollarc, to than, paid by Cl::iaC Ilia 1Cir,; Lcth=:in '::wrch, of Tigard, Oration, an Oro3on Corporaticn, do &reby grant,bargain,mall and convey unto said ::heist Tito ling Lutharan Church, o: 1 Tigor(l, Oragcn, nn Gnu;on Como:::-_io.., :saors heirs'and assigns, all the following real property, with the tenements, hereditaments and appurtenances situated in the County of Waahin3ton and State of Oregon,bounded and described as follows,to-Witt A pnrcol of land in Section IU, Tw). 2 Sout;i, ltan3e 1 1!asc, 1lashin;;eon County, Oro;;ou, more particularly deacribod as follows, to-wit: Being n point on tha 11ast lino of ..hL Northeast quartar of said Section, which point is Ilorth Oa 05' Hatt 1012.3 .'oat fain an iron pipe at the canter of said Saccion, and in tho center of Bull tiountain Rood; Chance continvina llorth 00 05' Vast 333.6 fast to an iron pipe; thenco North 090 '.1' East ?OS feat to an iron papa at Cho tiorthoast corner of that certain tract conva,ed to A. 1 . Ro�crts, at u:c, by dead recorded in Boole 321, paga 604 on June 19, 1951; and tiro true point of bo.-innin0; thanca Eott 748 foot to the canter of Old Taylor's Ferry stand; thanco South 310 30' Hast along Cho canter line o said Road 155 foot to a point at tto into:eacL.ion of said rand canter with chs cantor lir of the Bull llou::thin Road; thanca along the ccntoc lana of acid Dull I;ountain Road South 7.1)0 W Hast 631.1 foot co an iron :,+ipo; t:ionce llorth 00 05' Vast along the West line of said Roborts tract 272.2 foot to c'na Grua poi;-.t of beginning. EXCEPTING THEREi•ROM, tho followin3 descri:od lroporty proviously loaded co Cha State of 1 Orcuon fer hi;hvny pur,tosoa: Beginning at the intersection of t'io 1'oscarly ri0ht of way line of the pacific 1113ir.ny 11eat with the North lino of that e:aee of len, do3eribed in that carcain dead cc Donald C. Elliott and Ann C. Elliott, rec.)rdod in ".oc% 301, page 407 of 1.ashin.,ton County ltiCCr of Doeds, said point boin3 South 1;19.52 foot and 114st 1025.35 feat frog the NorthsasC cornor of. Section 10, T 2S, R 114, '!. M., '.'achinZcon County, Oroaon, Chance South 310 44' 1!cst along said 11astorl, riZht o:' lay lino IV,.00 feat co Cho cantor line of the :Ell Mountnin Road; Chants South 7C0 32' hast Mona said center line 200.0 feet; thence llorth 250 30' 23" East 200.32 loot to the llorth linv o: maid property; chance South 890 42' t•1' East 195.0 loot to the point of bo„innln;,, Subject to the richt, of tho publi - in and to any portion of the nbove described propee:y lying within the boundaries of roo 'a onJ hic,M:nya. ALSO tho rights containad in nn as omant fro•i Donald C. Elliott and Mrs. D. C. ¢111ott, husband and wifo to tho Ti,,or•l Wor, r Diac:ict, a nunicipal corporation, recorded Kay 14, 1950, dated May 13, 1950, in Book :.07, �C•�pn3o 129, U,;a,i Racorde of "aehington Count;, Orsi Z,, To Have and to Hold,the above desc,lbed and grante4 premises unto the Bald Christ Tho Kina L, thoenn Church, of Tigard, Oracon, an O:uaon Corporation, its surcesors fs/talarsd assigns forever. And said J. V. Chandler and ilar;u:ia Cllandlor, husband and dila, flip grantors above named do covenent to and with the above named grant@@ , its /ouceWra'usd assign@ that they arc lawfully seised in los simple of the above granted promises,that the above granted prenJwe are fro@ from all encumbrances, and that t`my will and their heirs,eaeeulois and adminlstra,orp,@hall warrant and forever defend the above granted premises, and every part and pucel thereof, against rhe lawful claims and demands of all persons whomsoever, Witness our hands and seat s this 4ch day of Decon•301.. ,19 62 Executed in the Prrsencs of i ...................................................................:........................ ..t._..... .....................................R,:;.i�.(.,......................................(SIAL) .C� ......................_.............. ................................................... �... 4 1 OT`G. ., (SCAL) .. :1 .........................».»........».................................................. ........................... ...............».I........................I.— (SIAL) ._.............. _...•»................................I...................... ...................................................................................(SIAL) BR. 483 FTSE 250 ,• �"' ,tit S �!��r, `wily{,,!�d�?k ufGf•ti,,(�•�'2 V�5��'� � .�' ��� r I � '� '•r. • e VY�r lr v �4� 1 fir.."iiP..e r YYY�aa! t] zw j r Yh y,Fry°�. _';� • • i�r, y,S a!'� � y •--I4r�* rr' r L r EXHIBIT •A' +� t,ot 10, CUL►.S ACNES, in the City of TI aId, Coucty of M 0tnlnytun and State of uregon. 4:k �. E%CEpTiNO THERE►ROM that tract conveyed to Christ the RI n9, Lutheran Church, Tigard, Or e9 on, try Warranty Deed recorded In Ilp "• Book 157, page 206, Deed Nenorda, Washington County, Oregon, said•wcspt•d frac! being described •• folluver OayInnIn9 •t the Southwest C0r110r of Lot 10, COL96 ACEEE, t `4 Washi' `on r•ounty, Oregon) and runnlnq thence Worth 99.11'70' East 1JS.)J feet to • z {� point on the South 11ne of said Lot 10, t� •,p�i�,7.; a, being the ttue point of beginning of the property herein described, thence continuing North 89.0' )0' East 169.51 feet to the Southeast corner of Bald Lot LU, thence Notlh 0`U) ' West a nt • 11].!47 !"». r r*�', .e.t 8&L3 L U t. lU, thence South 69'33'3U' Meat 170 test to a point on the North line of said Lut ? r 101 thence Rout) 0.09' West 112.U7 feet to the South Zine Uf •std t ' Lot 10 anti the point of beginninq. �� j•. ii t+nr +�lr yt i '1 IT ATI On 001419M •�o �i��t� Oewr4 M reMua�tee � K :.N' (v�r{„ (' �. �en.ea b cerw•h Artie• r v.�r.r ,) +�A • � Vn �Mrtn rMe.aita ♦ warns• r ti � `�°'*'''"r t and•acv M Mgs r nrr4tlr d ....+r J" A "W'Ndh 4eeea600e0. Nect; $1611 u1'o1 1VV1 10, 5It11AM tr, • �Jt,1��/� 1h%,►;�,t. �,'ry � r4V� �' .it$�' �� It,t" F'�t;. � •, ,.It '1 r: JS•R' ,s a � �1 41 ^ ' w;,' '� ,► Nit 1 � �' .;w�img ,;, z `J t4, �<.�j f 'S( i+{+, 01 , e rata• r,,,fir i,�� � p'"�f �,�„ .7 r A1;,t':J. r r '� ^A i �.�Jye .''.'%R}�� 1,L rp�' r � kK«y�1 1�.•'. .1r•y P ,7•' f t 1y -t r �r.lf : 'rub,$ y{gyp,' 41. Eit9s v - ._,>, a♦ree,t EXHIBIT A 910154.552. .•� \ ♦ ,♦ 14 Maaalgaael Ceurrlr STATUTORY WARRANTY DEED Graeus MEL 3 ta• _----- - --` CHRIST THR tc2NG :' Orartae. � 0OOV ye and warrants to r a ha 1 r a a nA stailIIpi. gL �nrnnration ita_111r speclncelly Mt forth herds: the following described roll Property free of Item and meurnbrat e><uDt to AS DEW-IgM IN )7II17IIIT "A" A:'CMTM FEFWM 20 prat A�merlc-a�rt-TuIUe,+Iw�n wer,�•a alZGo „" _p1LN arr If4y rn f71X • FAIL MAP �P of s the tY Unite otlietraIsfrecliensand ncu bfsncs.EXCEPT: Statutory Powers and Aseeaeesents Thir IN THIS INSTRUMENT WILL NOT ALLOW USE OF THE PROPERTY D6 AtiFV d ljG"IAIDED1Nu O TACCEITINIO t VIOLATION OF APPLICABLE LAND llSB LAWS AND RCc' r VERIFY APPRO�F.D USES THIS INSTRUMENT,THE PERSON ACQUIRING FBB T17LB TO :HB PR IFN A Y MOULD SESSCt 'v11N TN■ APPROPRIATE CITY OR CJUNTY PLANNING DEPARTMBN7 TO cn tM M The true consideration for this conveyance Ir --- 19 DATE Is y of�littla COR14JRATE ACKNOWLEDGMENT » t STATE OF OREGON.County of_L1 -- ►u STATE OF OREOON•County of ---- InMlumeM was sakwwtedo Mrwate The for o ng Instrument was aclnowltdged before The fagWrM 64y of — 19 + me thU _ day of EERHI.LHy 19 3L- me this Brad isuf.Ll"-,n�r'IN_IA M- -- b .^.�. }-------.-. a corptxatlon,on behall of 11110caPwatwe. �T w ury Public for Urgon NWuy Public la OvInIlOn Noph": My cammis.w•,aaplres: pp My commission eaDlrer. 10-6-91 -WAl rr or THIS SPACE RLSERYE13 FOR Rk")RD R'S US& + 374/92 _ This Order No._ v t ont192 Escrow __--.— No. Antr naord1ne raura le. Christ The Kxnq Lutheran Church 11305 SW pullMountainRoad i Tigard, _91t 7224 NAM!,ADDRESS,11► Un,u♦.AMeY a reeelNM.a i♦•rr�M..tili M w„i in'N folw.ti.wt•.♦, �,�, + 4 i same as above MAMA,AUDIII433.Z" n 1lg—iMM DU 1, L OLSON W E E KE S LLYFF II OF ' !ANSMMFAL MOVED 11. � hri`�� �+ �� I y �l CAVI C� V) nu, 2 41991 WE ARE SFND[NG YOU 15d'Attached ❑!ender separate Inver ❑FAX Pages to fi,llow ❑Shap drawinX ❑Prints ❑Plans ❑Samples D Specifications ❑Copy of letter ❑Change order El Cn ies Date N(o. _ Description THESE ARE TRANSMITTED f I For your use C]For review and comment LI For;ypimn:al As m(pu•sted f] Remarks. I Dated e �� / Siy;ned ��, ✓ —.�_ -- _ _ (:)psT) _,_ 113 NNV Flyd Avenue,S,!(P.101 Portland,r hr"9"2(10 dtPy2Ni OM FAX IAG273-9192 I I i f� 13125 S.W. HALL BLVD. P.O. BOX 23397 � CIIYOFTIFAIM `IGARD, OR 97223 OREGON (503) 639-4171 � i MESSAGE--l- (L-lir 1 _� r (. .up r�c� 'Af CA :~ u, ' l DATE_��_ 3 I �I E P L Y ---- - - - - ---- - SIGNED_-.� _-- --- ------- -- -- DATE -- / -1---- PI EASE RETURN ORIGINAL COPY WITH REPLY. KEEP KINK COPY FOR YOUR RECORDS. P, FILE COPY b ��2 Vim'- GsJC�I 1t1 uk eyr- ►il C�� U 11 L L I t 1. S O N E EKES A a S December 17, 1991 Mr. John Hagman tx�pEC 9 199 City of Tigard - Community Development Engineering Department OF P.O. Box 23397 01 Tigard, OR 97223 RE: Christ the King Lutheran Church - Sidewalk Bond Dear John: As per our phone conversation of December 5, 1991, I have completed discussions with Mr. Ron Holz of GTE (Phone 670-2244) and Mr. Brian Moore of PGE (Phone 643-5454). Mr. Holz has conducted an inspection at the site and dPt.,rmined that GTE telephone lines are on the opposite side of Bull Mountain Road, and they were buried during the construction of the new Texaco project. Mr. Moore told me that PGE is required by law to do the underground work at the time of the Church sidewalk work if their equipment is in the right of way of tl,.- city (which it is). Mr. Moore said that he will call you on this, and hopefully he has done so. John, if you can expedite the acceptance of the Church's performance bond, now teat these utility contacts have ind-cated that additional costs will not be lrvied, it will be very much appreciated. ` Sincerely, Du;I Olson Weekes Architects n 4' •, 17-JZ 3/0 Robert E. EnningN a VC �, �,�� �o ane Project Manager tt 1 ` t� t 1 q%kd" REE/ roK,�ncl. Ko� wcri �cl g cc: Dan La,-sen Chair, Bldg. Commitee Ge y Grover President, Christ the King Church Pile r;V1*K III 121 91.,i„c I i First Mrnue.3Wh 901 FWIWA,t r"m 979(R SIt1 IM SM F,VX V3 9192 �.-Q.a NBIYWIgMv+yAa111MGWIRAKI�INNIDIWM,M4W Int>runWAFYNMyIMM rw..�wW � ++�M�`"- { ZU4!BwU H1 R� ,111 L-W At-r- a-' ,►�,...�«<S �C0.1S L\V OKL d i y I � vF `jI-- COOS r s' D Etc R DEC 1 1991 --- DULL OLSON WE EKES „ n c H 1 r I c CITY OF TIGARD November 25, 1991 Mr. John Hagman City of Tigard - Community Deveiopment Engineering Department P.O. Rox 23397 Tigard,OR 97223 RE: Christ the King Lutheran Church Dear John: As per our conversation last week regarding the sidewalk bonding amount of$5,000.(xl for the S.W. Bull Mountain Rd. frontage of Christ the King, Lutheran Church, please note that 1 used the following formuln for calculating the amount (a.• provided by the City of Tigard). Length of fi ontage x 5' width x $2.00/square font (or 400 lineal fret of frontage x 5' width x $2.00/sq'are foot=$4,(00). To this I added$.50/square foot for ren-,oval of the existing asphalt concrete sidewalk and for minimal site grading; total$5,000.00. ,Attached you will find two (2) 11 x 17 documents showing the site specific conditions the church is seeking to bond. Docut gent „AL is a arint (reduction) from the sank sl.u,t in our "Conditional Usu Set" submitted for hearing CUP 91 .005. On this reprint I have (in blue) shown the location of the existing asphalt concrete sidewalk as well ac made note (in yellow) of the 3 power poles and overhead telephone and power lines which fall between the curb and this sidewalk location. Document "B" is a reprint of a County tax map on which i have dray n in the features of the improvements made by Texaco, (opposite on Bull Mountain Road) as well as noting the telephone and power polesnn GTE underground located in the planting strip along the church side of the road. II \\t FtntAwnur.9%A1e9111 h,014nd.()mpnIY204 8119/20.OW FAXVU192 November 25, 1991 Mr. John Hagman Page 2 We would anticipate the appropriate location of this future concrete sidewalk to be much the same as the existing sidewalk alignment and consequently grading requireml nts are minimal. I invite you to drive by this site if you wish to verify what I ;.ave shown you, and would further request that you accept the $5,000.00 bond as written. Sincerely, Dull Olson Weekes Architects . Robert E.Enningh Project Manager REE/dn cc: file cc: Dan Larsen Chair, Bldg. Committee Gerry Grover President, Christ the King Church File F;\4M\JH 112591.doc ti +J ►�oT cc 1prm'- --1l. Ws, 11D , R./w&er C(ry).. 6L; - ,��.rriG ir5 cC c�IXMEU Th- �tJS. - s AGREEMENT WITH DBpOSITOR A27D TRUSTEE ON SAVINGS OR DEPOSIT This agreement is far the purpose of fulfilling the requirements of Street between the City of Permit ' dated and is entered into by the opening a trustee' Tigard and Christ the Kin�_utheran Church11d First Interstate Bank DCDos i t or _______----- — — a ment c`. all fiends or securities The undersigned dey�ositor a�ddiscrer.P�n the p hereby assign the s.i9ht to tt"-'SC000 of Tigaid to determinF at it in held by First Interstate Banl- of Oreppr _ a o t DeposiC71ho he amount o S in Savings Accowlt No, 4_ 39-X028682 irnpr�vement s f Eion accordance with above state,, Stl, et ropeniing1Permi� described i reed that the First Interstate bark of an au will hold It, is understood dnd a; _S f1 p until an authorization such funds or. securities in the &'n ullt o f tl�Ci.trt�Y 'ri9ard and that the Cit;- or direction for Pt,Ytnent is Yeceive of Tigard 1119 the right to �<L N�n�-PFrf L,lmancel Funds wit2, City of Tigan. signature only, ire t1le event e All fund deposits shall tie maturity and at lutea as �111d tE'.tfnS ill or affect at the time of ,-enewal , .and all interestrhinll .>e tained�lherein Itorthe directed by the Depositor notwithsta•'din7 any . contrary. That account is to remain ,,vpgn until Such tame as all Fuhlic impr, vementR are completed and accepted hY the City Of Tigard. ()regon . ,;igned and dated at Tigard ,day of _ Ner ._--_-- ---- 19 91 . Thio 4th _ ovemb ^,iynatur� r City of Tigard Si at�.tre of oe ositor 11 0 " .W .$all i Fountain Rnau p .0. Box 23397 .� � � Ada 13125 S_I4_ _ liSll slvd. `I'iaazd nA. °i22. ; 'T -C's °x' Address ACCEPTANCE The undersigned hereL,y a:cepte the fu1'.', or s'c,aritie= dei?osited i:� the �n,oant _ of November 19 91 and 5 000 00 _ this 4th day ___nt t4— af $� c;r cert if ies ^�b�ok savings Account No. 439-002868 hereby acvlowlelges rEceipt oti tho P3� , It -- 7 or the Certificate for DC-Posit T1°. thlt Ce is no Passbook i,suer the cr tlusEs�(ra 1r1>U1:1.—)Se's above` S'C' - a�~d dulrii will be held fo for dispositie.)n is grantedy the City o avthorizrat_if Tigard. _aid account b (trust.ee) 1,760 SW Hall B 1v_d• ----- Tig, OR 97223 Address u:nrreea prig MET MTF J RECEIVED PLANNING City of Tigard AUG 211991 Washi►igton County, Orogon NOTICE Or AMENDED FINAL ORDE'a - BY HEARINGS OFFICER 1 . Concerning Case Number: 2 . Name of Owner: Christ=__ha r1g_LLt�herdn - h::rch - 3 . Name of Applicant: DU-11. Olson, weekes_Architec e_ ____-_ Addxe.so: 115__NW_First Street,- 4 . Address of Property: 11305__SW -pull Mountain oad _.. Tax 14ap and Lot- Number: 2S1 _191�R Tax Lot 500__6 2400 and 2_S1__10AC Tax Lot - 5 . Request_: A request for amendment to Conditional Use Mnjor Modificati -)n approval for CUP 91-0005 to allow issuance of a building permit to remodel an existing dwelling for use as Sunday school. classroom space for young adults , 6 . Action: Approval subject to the following condition: Ng certificate of ogQupa-ncy. shall_ he issued for the .laeeroom space i:nj:l_ e e l icant_has satsf ied Clip _ A.1--0005 C.ondit:.on _ 4 which requires the applicant to execute a nonremonstrance agreement for an LID to improve SW 114th Avenue, condition 12 which requires installation of concrete sidewnika along the site's SW Bull Mountain Road frontage, and__that_part of_condi.t.i.on number 13 which applies i t.o Lhe provision of parking (site improvements) . specifically, the applicant must install at least 12 of the proposed parking spaces or poRt a performance assurance in an amount adecniste to cover the cost of installing 11 parking spaces . Tf you have any questions, please contact: the City of Tigard Planning Department, 4.39-4171 . ---"�- Date Larry Epitt in Hear� ngs/��`f f�i •pr CITY OF TIGARD Washington County, Oregon NOTICE OF :INAL ORDER - BY HEARINGS OFFICER 1. Concerning Case Number(s) : CUP 91-0005 _ 2. Name of Owner: Christ the Ring Lutheran Name of A!iplicant: ..Dull, Olson, Weekes Architects 3. Address 115 NW ;.Iirst Street City Portland State OR Zip 97209 4. Address of Property: 11305 SW Bull Mountain Road Tax Map and Lot Nola). : 2S1 10AB, tax lots 500 & 2400, 2S1 10AC, *.ax lot 1700 5. Request: A request for Conditional Use Major Modification approval to allow construction and use of a new social hall, classroom. kitchen, an addition to thg existing church tuilding, and aremodel of the exi.sting church building. ZONE: C-G (Commercial Gen ,r.all 6. Action: Approval as requested X Approval with conditions Denial 7. Notice: Native was published in the newspaper, posted at City Hall, and mailed to: XThe applicant and owner(s) X� Owners of record within the required distance X_ The affected Neighborhood Planning Organization X Affected governmental agencies 8. final Decision: THE DECISION SHALL BE FINAL ON August 22, 1 .91_ UNLESS AN APPEAL IS FILED. The adopted findings of fact, decision, and statement of conditions can be obtained from the Planning Department, Tigard City Hall, 13125 SW Hall, P.O. Box 2.3397, Tigard, Oregon 97223. 9. Appeal: Any party to the decision may appeal this decision in accordance with 18.32.290(B) and Section 16.32.370 which provides that a written appeal may be filed within 10 days after notice is given and srnt. The appeal may be submitted on City forms and must be accompanied by the appeal fee ($315.00) and transcript costs (varier up to a maximum of $500.00) . The deadline for filing of an appeal is 3:30 p.m. August 22, 1991 _ 10. Questions: If you have any questions, please call the City of Tigard Planning Department_, 639-4171. bkm/CUP91-05.BKM Y BEFORE THE LAND USE HEARINGS OFFICER FOR T'IGARD,OP.ECON Regarding a request by Christ the King Lutheran ) FINAL ORDER Church for a conditional use permit to expand ) church facilities and parking at 11305 bull ) CUP 91-0005 Mountain Road in'figard,Oregon ) (Christ the Kinp I..utheran Church) 1. SUMMARY OF THE REQUEST The applicant requests approval of a cunditionai use per.tit for expansion of a church at the intersection of Highway 99W and Bull Mountain Road. The site consists of three tax lots. The two northern tax lots are zoned R-4.5 (Residential,4.5 units per acre)and the southern tax lot is zoned C-G (General Commercial). The applicant proposes to add 5240 square feet of floor area for a social hail,classrooms, and expansion of the existing sanctuary. A courtyard and 41 new panting spaces also are planted. The existing church contains about 4500 square feet of floor area. It will be remodeled. Landscaping and a retaining walls will buffer the parking lot from property to the north and northeast. Additional landscaping will be provided between an existing parking lot from the new courtyard. The applicant will not create new access points. At the hearing in this matter on Tuly 29, the City staff recommended conditional approval. The applicant accepted the recommended conditions. No one else testified. LOCATION: 1130.5 SW Bull Mountain Road; WCTM 2S 1 10AB,Tax Lots 500 and 2400; WCTM 2S 1 l OAC,Tax Lot 1700 APPLICANT: Dull, Olson,Weekes Architects PROPERTY OWNER: Christ the King Lutheran Church APPLICABLE LAW: Community Development Code ChapterF 18.50.040, 18.50.050, 18.62.030, 18.100.110, 18.102.020, 18.106.030, 18.106.020, !8.108.080, 18.114.130, 18.120.180, 18.130.040, 18.130.50, 18.130.150, 18.164.090, 18.164.100, and Comprehensive Plan Policy 2.1.1. STAFF RECOMMENDATION: Conditionally approve EXAMINER'S DECISION: Conditionally approved 11. FINDINGS ABOUT SITE AND SURROUNDINGS A. Site size and shape : The site is and irregularly shaped p2rcel. It extends as much as 340 feet north o�Full Mountain Road and as much as 450 feet west of Highway 99W. The area of die site is not included in the record. B. ,Site location : The site is situated in die northwest quadrant of the intersection of SW Bull N,ountain r Road and Highway 99W. It is south and east of unimproved ;W 114th Avenue. Page 1 - Hearings Officer decision CUP 91-0005 (Christ the King Luthemn Church) C. Existing uses and structures : Christ the King Lutheran Church was approved pursuant to Site Design review 9-86. The church building is situated roughly in the center of the site. There is a 36-space ;,arking lot east of the church will access to Bull Mountain Road. There is anomer. 37- space parking lot west of the church with a separate access to Bull Mountain Road. There is a dwelling, garage., and pumphouse on the northwest corner of the si,.e. The application does not describe ure membership or activities at the church. However, the Hearings Officer assumes that the church is used for Sunday services and clas,:es and for occasional meetings and special events throughout the week. D. Proposed uses and structures : The applicant proposes to expanc' the�;'ourch sanctuary,to create a new social hall and classrooms,to add 41 parkii,g spaces and connect the two existing parking lots,to add a landscaped courtyard and to remodel existing offices and classrooms. The new structure will be about 22.5 feri tall at the highest point. A total of 5240 square feet will be added to the existing ,5G0 square foot church. The applicant w;l'.remodel the existing dwelling for additional classroom space. An existing shed and garage would be demolished. A retaining wall is proposed for the northeast corner of i ie site. E. Existing and proposed vegetation : 1. -tire area around the church and dwelling are landscaped wiih trees, shrubs and grass. Most of the undeveloped arra of the;site is covered in grass, how,.ver,there is a stand of mature fir trees along pin of the north edge, a laurel hedge along;part of the northeast edge, and dense black;vey vines along the west edge of the site. 2. The applicant submitted a preliminary landscape plan show%ng the location and types of landscaping materials to be used. The applicant will plant shrubs along an elevation change separating portions of the proposed addition from existing parking to the west. Six trees will be added to the existing 3 trees in the parking lot. A photinia hedge will be planted north of the proposed parking lot. The hedge and existing mature fire trees will buffer zdjoining dwellings. F. Toprgraphy and drainage : 1. The site slopes west io east.There is an elevation drop between the existing parking to the west and the ('hutch; access- is provided by a stai; gay. 2. The aprlrcant proposes to direci stoma water to an existing storm sewer line in SW 112th Avenue which has the capacity to handle the increaser) runoff load caused by the propo,d development. C. Plan th-signation and zoning . 1. The site has two zoning design<u.111S. The southern portion of the site is designated and zoned CG (General Commercial). Thr nonhem portion of the site is designated and :zoned R-4.5 (Residential, 4.5 units per acre). ,i Page 2 - llemmings Officer decision CUP 91-0005 (Christ the King Lutheran Church) i H. Public services and utilities: The sitetft1e served by an existing sanitary sewer line rear the east property line which has adequate capacity to handle the increased load from the development.ifs'` "sJ' applicant proposes to extend tH line to SW 142t' 'weave: Water.electricity,natural gas and communications utilities can all be provided to the site. The site is in Tualatin �k Valley Fore District#1. 1. Streets and access : 1. The south portion A the site adjoins SW Bull Mountain Road which is classified as a major collector and is improved to City standards except for concrete sidewalk adjoining the site. An asphalt sidewalk now adjoins Bull Mountain Road. 2. The west edge of the site adjoins SW l 14th Avenue,a local street. The street frontage adjoining the dwelling at the northwest corner of the site aid the remainder of the street to the north is improved with a 20-foot paved section in a 50-foot right..► way. From the south edge o:the dwelling to Bull Mountain Road, SW l 14th Avenue is not improved. In 1996, the City Council deferred improvement of that portion of the street until the church u:es that street for access. 3. The applicant initially proposed to create a new access point from the proposed parking lot to SW 114th Avenue. However,the applicant withdrew that portion of its application, because creation of access from the church to 114th Avenue would require the church to improve 114th Avenue. J. 3urrount:ing land uses and zoning : Land north and west of the site is developed with single and multiple family dwellings and is zoned low-density residential. Northeast of the site is land zoned R-12(PD) (Residential, 12 units per acre, Planned Development) which is the site of an arartment complex. Land south of the site is zoned C-G(General Commercial)and is d., site of a service station. Ill. APPLICABLE APPROVAL STAtIDARDS A. Chapte- 18.50 and 18.62 (Zoning). 1. Section 18.50.040 lists Religious Assembly as a conditional use in the R-4.5 zoning district. Section 18.62,030 lists Religious Assembly as a permitted use in the C-G zoning district. 2. Chapter 18.50 contains the following dimensional standard, for the R-4.5 zone: Minimum lot size........................7500 squara feet Average minimum lot width...........50 feet Front setback............................20 feet ir Interior side setback ....................5 feet Street side setback ...................... 15 ',eet/20 feet for a garage Rear setback............................. 15 feet Maximum building height.............. 30 feet Page 3 - 11^.rings Oljcer decision CUP 91-000' (Christ the King Lutht rai Church) — w PARKING INSTALLATION IN LAWN AREAS 1 INSTALLATION IN A.C. PAVING DRAINATE SLDCXOUT 1 FACE OF CURB 3 I.D. PLASTIC -_-- 6' -"� 1' EXTRUDED P.C. PIPE �r/COUPLINGS CONC. CURB CAST IRON AND BODY W/F-LANGES STREET WIDTH a q24' DIA. C.I.P. e.. SOIL ' •4 CONC, GRADE RING TDP OF A.C. PAVING -• P'-3/4'-0 L_VL'G COURSEt'�'• 11ii , L - —,�••• ((_�(�'- •� ,o_ � •.• 24' DIA. C.I.P. EPDXY BOND CONC.c CONC. CURB ER III=I(I a N NC. GRADE RING 1" BATT � _� ,• M _ SEE DETAIL ._�-- �" 1 1/2'-0 BASE COURSE I I +' -- TDP ❑F PAVEMENT I •• ROAD I^ JR- PRLIVIDE WATERTIfIiT = CAULKING AROUND RISER °O - ru a °pV�'o" "'--- SUB-BASE WATERTIGHT PIPE - - GEOTEXTILE FABRIC �'° ` PLUG 3/4 -0 C❑MP. a 4 CRUSHED RACK 2' — ---- 4' D,I.P, RISER ---- -_--- ' NOTE SIZE: 4' FOR 4' SEWER RAMP DETAILS SIF 6' FOR >4' SEWER "aTEs' FOR SIDEWALK. BASE CouRSE -'� 6" ONSITE EXTRUDED U D E D C U R Q 2 I. IN LANDSCAPE AREAS PROVIDE C.I.P. RISER 2;,. PAVING DETAIL /1 AND CAST IRON CLEANOUT W/0 GRADE RING - ExT. CLEANOUT � rT"� LEAVE CLEANOUT COVER 3' ABOVE F.G. • NTS. C-3 N,1 S. C-3 - C_3 2. COMM �T R[SER TO SEVER vI'IH J I. FOR USE ALONG ME^;ANS, GUTTERS MAY BE REDUCED WITH PRIOR 9PPROVAL FROM THE ROAD ENGINEER. N.T.S. [AFRO APPRL�V�D CONNECTOR. yi S=2� — 2- CONCRETE TO HAVE A BREAKING STRENGTH OF 3000 P.S.I. AFTER 28 DAYS . 3. EXTEND D.I.P. TO 2' BELOW FINISH GRADE. _ �+ 3. EXPANSION JOINTS 4. CONNECT TO SEVER WITH DIRECTIC�/AL FITTINGS. 4 � A. TO BE PROVIDED, 00 4 1) AT EACH POINT OF TANGENCY OF THE CURB . 4 2) AT EACH COLO JOINT . 3) AT EACH SIDE OF INLET STRUCTURES. 4) AT EACH ENO OF DRIVEWAYS . C❑MPACTEI� SUBGRADE � � • 3) AT LOCATIONS NECESSARY TO LIMIT SPACING TO 43 FEET . FLEXIBLE JOINT-�IEFLECTED 2'-3/4'-0 LEVELING COURSE 4' B. MATERIAL TO BE PRE-MOLDED,ASPHALT IMPREGNATED,NON EXTRUDING, PAW' _D & GRAVEL AREAS LANDSCAPE AREAS 8'X6' TEE FOR AS REQ'D NOT TO EXCEED WITH A THICKNESS OF 1/2 INCH. TYPE 'B' BACKF:_L TYPE 'A' BACKFILL EXTERNAL MANUF. SPEC. PLACE TOP AT , 4. CONTRACTION JOINIS . CLEANOUT w HEN OR BELOW PVMT. SUBGRADE HANDICAP RAMP 4 A. SPACING TO RE NOT MORE -HAN 15 FEET . B. THE DEPTH OF THE JOINT SHALL BE AT LEAST I V2 INCHES . RESTORE SURFACE TO MATCH SPECIFIED ._._,_ �-3 N.T.S. EXISTING SURFACING - I I.D. OF PIPE +IE' r— DEFLECTOR i D FACILITATE S. BASE ROCK-2=0 OR 3/4"-0 , 95 % COMPACTION . BASE ROCK SHALL BE 'TO PAVEMENT CLEAN OUT SUBGRADE OF STREET STRUCTURE OW 4" IN DEPTH , WHICHEVER IS GREATER . DRAINAGE BLOCKOUT - 3"DIAMETER PLASTIC PIPE A. 1.0. PLASTIC PIPE WITH COUPLING 8. DRAINAGE ACCESS THROUG►: ExISTING CURaS SHALL 9£ CORE �RILLEO OR CURB � , INSTALL SIDEWALK WHERE SHOWN ON PLANS � SAW CUT VERTICALLY 18" EACH SIDE OF DRAIN AND REPOURED TO FULL DEPTH OF CURB. • a SEE SPECS. � 8° r`— - VARIES -- 6' • .•. •: : • l NATIVE MATERIAL, F-OR COMPACTION REQM'T �� 0 11 ' 2Y +� 100% GRANULAR MATERIAL `O l TYP' R=1" WASHINGTON COUNTY SEE SPECS, FOR MATERIA ?u LYNCH CATCH BASIN ' v d - R=1/2' PAVEMENT AND COMPACTION REQM'TS. �� �� 28'X28' SQUARE GRATE + `. - d DEPARTMENT T LAND USE CURB AND GUTTER IF AIV>D TRANSPORTATION _ COVER BY HAND TO a DEPTH c,Q� N = 24'X24'X48' INSIDE COVER BY HAND TO A .DEF'TN --- —OF' 6' MIN. WITH SELCCT �� CDR APPROVED EQUAL) �, d o ,�.D� CIVIL It DRAWN APWA NO. WASt COUNTY No. OF 6' MIN. WITH GRANULAR BACKFILL MATERIAL, COMPACTED �Q� yo �—=. - 3/4'-0 L_'ILING •—�--- _ �� 18 (MOD.? CS-300 BACKFILL MATERIAL COMPACTED SEE SPEC. � c,�. 08 00 , SEE SPECS. 4' MIN. 3/4'-0' COURSE Q v o J� COMPACTED BED pogpo ct�S&I°O PIPE ZONE AND BACKFILL MATERIA EXISTING SOIL 9' AS SPECIFIED BASE COURSE BEDDING 3/4'-0' CRU` HED ROCK NOTES, COMPACTED BY HAND l P SEE PVMT. SECTION TO PIPE SPRINGLINE I.E. SPECIFIED ON PLAN 1. CONCRETE TO HAVE A BREAKING STRENGTH OF 3000 PSI AFTER 28 DAYS. c. EXPANSION JOINTS ONSITE CATCH BASIN _ 6 A. TO BE PROVIDED, (PRIVATE FACILITIES) 1) AT EACH POINT IJF TANGENCY OF THE CUra N. S C-� 3) AT EACH SIDE2) AT EACH D OFIINLET STRUCTURES ONSITE TRENCH DETAIL 5 4) AT EACH END OF IWIVEWA� S. CONC. CURB�,SIDEWALK _ 5) AT LOCATIONS NECESSARY TC LIMIT SPACING TO 43 FEET. • N.T.S. C--3 B. MATERIAL TO BE PRE-MOLDED, ASPHALT IMPREGNATED, NON-EXTRUDING N.T.S. C-3 WITH A THICKNESS OF 1/2'. 3. CONTRACTION JOINTS Q 3 A. SPACING TO BE NOT MORE THAN 15 FEET. f� B. THE DEPTH OF THE JOINI SHALL BE AT LEAST 1 1/2'. ~ • � � Q1 � O O p R1 U O O Uj CO Q r�, ' 1` N M N U7 V;00 `0 R•1ou co CID co +ou Cu L O � RI I I o S 11 � S 11 '� S I I Q I I S Ln (-100 II �t II IIS II ti © ©SRI TOP OF INSIDE EDGE OF SIDEWALK 0.07' ABOVE TOP OF CURB �I Q CENTER' �';E OF ROAD PROFILE ELEVATION 0.03' BELOW CENTERLINE OI' ROAD LJ LJ �1 l.v = I-�.I ~ � 300 ..... ........- _ - �, o 2 96 .._............................ ........... ......................................................................_........ ........ .... ....... ...............I......- ..... ............................................ ... ........ __ _... ... -. _.T._..'....... ..........._.. �r . . PVI STA = 4+35 v 1, 292 ......._......................... .... .... .........,.......... ..... _ _.. . ..... .................... .. .................... .... ....................... ........... _ ._ ....... . .... ..... 1. PVI ELEV = 305.15 r-- c;EN TERL INE OF ROAD v� 3. v A.D• = 7.84 _- -- - ---- - - Q TOP OF FUTURE CURB ) K = P8.06 + k 28 pp�� 321 0.03' BELOW CENTERLINE OF ROAD.__ `� `�_ _._ rn w 10 N CPE .+i' I '1UIC -- 320 2b,4 _. 8 ` f-.r..' ----�- 316 1 ._.._-- - - - - -------- -- ------ -- _ ___- _ -. _____3 -�-== L�,� . 1 Q' CPE.. - 312 - 1 .... S ...... CP la 7=77777�7:_:�=I cP P9------ 2 76 Jw .__ -- — — — — _— z•on Peso �*� - _ - -_ __. -- _ __ --- - -- - -- - - - -- --- - _ 0+00 1+00 2+00 3+00 .,��y c, 3+50 4•olo S. W. 112th AVE. (PUBLIC) STORM SEWER PROFILE $CAL Er V = �0' HORIZ WAC'0 NO. 92--- 917 1' 10• VERT PROFILE S . W. BULL MOUNTAIN ROAD BENTLEY 1 NO. BY (DATE CHRIST THE KING CHURCH - - - - CHRIST THE KING LUTHERAN CHURCH PARKING LOT ADDITION SCALE: HOIZ17 I" - 20' BENTLEY ENGINEEN ING COMPANY 11305 S. W. BULL MOUNTAIN ROAD _ 3 VERT 1" -- 20' 7.020 S.W. FOURTH AVENUE, P<�RTl.6UN4, OREGON 97201 TIGARU PROFILES & DETAILS (503) 222-1525 FAX (503) 222-2996 ► OR 9 72 2 4 PROJECT N0; 5172-00 REVISIONS DESIGN GSC DRAWN KRI. CHECKED GSC APPROVED SCALE NOTED DATE 4,/14/92 a • IIFf' THZ8 DOF:,,XIMENT IS LESS 111 111 111 1111 ill 111 III° 11 111 rIf I T�fi I 1T 1' �1 li) i1�'11 11 III I 1111 Til III lil III � lll1+ I f 11111111 ! li!�II ! II 111 IIIIIII ill III 111! l � fi - • I� I _0 ._. ___ . . _-�_ L____ I _I__ I___ _�_- _I 1��_ 1 11�__ _ I 1 i �' 1 1' T7 1 1 I II I I I I i I I APRIL-t.EClfir.E THAN THIS NOTATION, 11 2 3 "4 5 6 7 $ � � ,.r � 26' 1993 IT IS DUE TO THE QUALITY OF_--- -" - N.36J THE ORIGINAL DOCUMENT. _-.T_ - —�-- T -- -- --- - -- _— - -- �_ -- - - -- - - __.__=. , �LZ �SZ I Z VZ EZ �1�, IZ I O`Z t3i D3 [ Li 19T 4i i 6I �I �ii II oi 6 Dag L 9 4 b F L Imam 111 II �1I I !I11 II►11I►�i ��I► 1I11ti��lll►►►I1111�111I� 11 I 1 III . l FWAINHOU Ta COWoRr 12» FLOW - - ----- . - -- ---- wrro4 ASTM C-•470 MAX. -A � __-_— 5' MIN, 6" Ml�. �'• A G IN 2 LIFTS —•---__._ I 6" X 6" 10 GA. MESH 40'-0" MAX. 15'-0" MIN. CON'.RFTE WALK - t -- RAW LINE�jl MA11E SURFACE of ; TR T AREA ! OUT OF STET AREAS I DRIVEWAY I I 2" 3/4 -0" CRUSHED ROCK - I -- - 1 ---- I GROUT FILLET SMOOTH 6 I 5AW CUr FORM GROOVED INVENT TO SEE NOTE 5 --- 2% SLOPE TO STREET I ext ING - ( OPTIONAL CONTRACTION SIDEWALK 6„ SECTION RESURFACING LOCATION DIRECTION OF FLOMI. ROAD \ �� �� / JOINT \`��� fr/�\���\/ .\ \ /, �/ /� �`I.L• s ~•O~ .tom .. ,.• � ♦ ♦, / c 77y I — STERILIZE AN;) COMPACT SUBGRALE ♦ / ,v'" - s_ • CLASS A SIDEWALK EXP JOINTS \ I ISIDLEWALK AWAY FRO►A CURD . . + �. ! BACKFILL CURB JOINT _ I NOTE: I I WLETS/OUTLETS AS REOUNIED. ROW v I ♦ p 3-,.4 7'-6" MIN. U ( 5' MIN. _ [� FACE Or L� 4r• , v• � 20'-0" MAX. AL CUH9 CONCRETE WALK — CURB JOINT 2" 3/4"-0' CRUSHED ROCK - 1 I Q QRANUU.AR CLASS 9 - P " PLAN C ' • t� 1-1/2" EXPOSURE I •— ?X SLOPE TO STREET 9AQLL • y O - STANDARD MANHOLE ROAD e - - /, • • . a / • _ FAAME AND CO" ! ~Tj • ' . • � I FIIiSH \ \` GROUT L SEE NOTE 5 •.• ,•, , • ELEVATION 3 -- B GRADE ' SET FRU1E IN MAXIUM tT»FRQM FIRST STEP TO I STERIL12E AND COMPACT SUBGRADE �+ " `�•- 1 • • d v W TOP OF CASTIWO W - o 1 • . m NON-SHRINN'.NG SIDEWALK ADJACENT TO CURB - - • o. '' .o . w i0 USE EXISTING EXPANSION NOTES ' ° t o a •4 ? JOINT OR SAWCUT AND GROUT J. - •° ' a PLACE COLD JOINT. 1 CONCRETE SHALL BE A COMWrRCI/L MIX. a 1 PREFORMED PLASTIC GASKET 2. PANELS TO BE 5 FEET LONG i° • d o' D o .'� � Ix 1 • PRECAST 4G'� I � 4 2" OF 3/4' ' A. - •I d O 10 GA MESH MINUS 1-1 2 ABOVE BASE CON-JIM 3 EXPANSION JOINTS TO 8E PLACED AT SIDES OF DRNEWAY APPROACHES, UTILITY VAULTS, 2 /�. � ,� p• •a � " WHEELCHAIR RAMPS, AND AT SPACING NOT TO EXCEED 45 FEET. z; • •J •• • STA-OMD 411 , o , o a — S C T I G N A A MANHOLE RISENa• I 4. FOR SIDEWALKS ADJACENT TO THE CURB AND POURED AT THE SAME TIME AS THE CURB, m y •o` 'a• 6 ' O • . ` A 1 . CONCRETE SHALL HAVE A MINIMUM BREAKING STRENGTH OF r THE JOINT BETWEEN THEM SHALL BE A TROWELED JOINT WITH A MINIMUM 1/2" RADIUS. [ 3000 PSI AFTER 28 DAYS, 5 SACK MIX J 17/FT. SLOPE _ • 9 Y MAx. root 5 SIDEWALK SHALL HAVE A MINIMU44 THICKNESS OF 6 INCHES IF MOUNTABLE CURB IS USED, .. r BETE PwE 1 OF; IF SIDEWALK IS INTENDED AS PORTION GF DRIVEWAY. OTHERWISE SIDEWALK SHALL SIPS !LASE 2 CURB JOINT SHALL BE A TROWELED JOINT WITH A MINIMUM 1/2 _ HAVE A MINIMUM THICKNESS OF * INCHES f ' RAQIUS ALONG BACK OF CURB. — ~. •• .A , 6. DRAIN BLOCKOUTS IN CURBS SHALL BE EXTENDED TO SACK OF SIDEWALK 'WITH S DIA. t BACKFILL INS7'R'E£rAREA3 3 EXPANSION JOINTS SHALL BE 1/.., PREMOLDF-r) ASPhALT PUkSTIC PIPE AT 2X SLOPE, CONSTRUCTION JOINT TO BE PLACED OVER PIPE. L IFS/Mr IS AGAIN$r CURB, FIL! ROCn TO IMPREGNATED MATERIAL OR EQUAL, EXTENDING FROM SUBGRADE IeLAYER COMPACTWD __-------- - -- — - -- -- - -_ _ —__ ------- GRAv>>t L �5/4'-01 RAIsx OF s/w TO FINISHED GRADE -- "- . • i 7t.jr VW IS Nor A�7+ JU CURB, FILL ROCK °' , • : .' ;. : e / WA,S��VC�iTON CONCRETE ,�.,�, ,�,�,� 4 R� WA81`MTO�! COMMERCIAL 0WARTM119R OF SMD USE �' _� - � •__t__'_c,`� K. e � _ _ WART� M OF LAUBESIDEWALK DRIVEWAYAND 1PRAN9PCRTATIN PIPE BEDLINGAND mm Comm APwA On -WAM COUNTY UIQ {FI I..l.. DETAILS L� ' w►Tz -� a& � T-DFuw�i-I APwi►ao� WASH ooutrr Na ov" MOMS 011111-mGYOF SACI � I-- - ------- - - -- -____-- OREGONoesK;N gY APi'R.,7V5t7 15Y D21..l AN dY GAAi;k RPS FLAT TOP MANHOLE 45-2a + 3.was�.ASO" 1 -- - N, No. 020 _ - - - z J Li.. z 2 4' — O \ 0 FACE OF' FUTURE CURB TO R/'N LINE "�� O 0 NOTE: CONCRETE SHALL ATTAIN A MINIMUM u COMPRESSIVE STRENGTH OF 3000 P.S.I. Q 24' 5 O 000 IN 28 DAYS, FACE OF CURB TI J R/W LINE m sm. O 0 0 0 S 0 0 Of O O 5' 0 O . I / •� O Q S. w A� I �q DITCH -� 314.82 BACK OF WALK I MATC H ----- --' S,URM C\I I 7 V.C. EXISTING SAMTARY v y- PRCPOSED TOP A.C. I MIN. .q� PLAN - '� EXISTING E.R.-j 1 1/ CURB EXP. I T •' (,�_ �4-;�/s % X f 7 112" C. 314 --_----_--�------- --_.- •_-. - �- r: , - -- - - h �.. _ z MIN. r �^ _ CRI 30 DEG. I 314, 12 FUTURE GU_fTER DITCH BOTTOM ; = 303 N N > u' -fi ��-- 7 to J 69 6" J� 2'-0" 6" 2'-3 3/8" 302 \ 1 I 3• �" I 3' 0" - MATCH ScEXISTING A.C. I EXISTING t.TIJN A-A ELEVATION B-B I 24�lit" 301 CHRIST THE KIN H ' I �._- ---- - G CHURCH C - WEST DRIVEWAY NOTES! s WAShIVCC�TON AREA DRAIN I. IJSIF TYNE ONLY G Y CAST TR IRONIMIC AW-%S 30. . ►�EPARTA�NT of LAPD USE 300 CENTERLINE P R 0 F I L E 3: " s� To BE SE GRAY TO TRUE 5�9EARING' AIL�`AROUHD. ,. NOTCH LID FOR LIFTING HOOK. — ALIS TRANSPORTATION _ TYPE II BULL M T N . R D , STA. 3 + 2 7 . 5 DATE 1-- DRAWN APwA wASII OQUIIM Na CHRIST THE KING CHURCH . SIJgU RBAN AND ovovw 4 4=J o-g5 - - ' EAST DRIVEWAY �. N ; „_ , STANDARD MANHOLE SCALE: 1 •-5 H 0 R I Z. NTERLINE PRO 'ILE #4 14014 "P 1" = 1 ' VERT."CEP�•� E FRAME R COVER 40 - ; •�.�. UniSeweWe Agency SCALE; 1" -5' HORIZ. �� fied (moo ' D i:o. 120 — 1" l ' VERT. '< WACO NO . 92 - 917 BENTLEY NO. BY DATE CHRIST THE KING CHURCH - � BENTLEY ENGINEERING COMPANY CHRIST THE KING LUTHERAN CHURCH 11305 S. W. BULL MOUNTAIN ROAb PARKING LOT ADDITION 2020 S.W. fOI.RTH AVENUE, PORTLAND, OREGON 97201 PROFILES & DETAILS C - 4 (7503) 222-1525 FAX (503) 222-2996 TIGARD, OR 97224 PROJECT NO: 5172--00 REVISIONS DESIGN GSC DRAWN KRL CHECKED GSC APPROVED SCALE NOTED DATE 4/14/92 4 IIS THIS DOC, IMENT IS LESS I � IIIIII-illllll IIIIIIIIIIr 111 L,GIBTF THAN '!PIS NOT1 'I'.TON, -i-•I-1�-"-I� 41Y11 I I ---IItII� I-III= -II-I I I I—II _II_IIIII-I-II Til III III� InIli IIIIIO 11 lid IiII_lI_1_n APRIL 26 99321II II11fII V59I— �- IT IS DUE TO THE QUAI,l 'I'Y OF h • r ' ']'HE URIGINAF. F)C)CUMI?N'l' . -- __fill __ -. --- --------- --- ---T.._- - -- _---- T - -� -TI: - E 8Z LZ 7. 1812 irlZ 07, 7, IZ0- 8�I B8I9iiNi Ei ZI ii i 8 8 L 9 Q fi £ Z I�� � I �III IIIIIIII� I IIIII11 IIII Illlllll!IIlli 1111, I1111111il IIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIII111111IIII III IIIIIIIIIIIIIIIIIIIIIISI Illillll I Ill III 3. Chapter 13.62 contains the following dimensional standaris for the C-G zone: Mini,.num lot size........................None Average minimum lot width.. ........50 feet Side and rear setback...................20 feet adjoining residential zone Maximum building height..............45 feet Maximur7 site coverage................85% Minimum landscaping................... 15% B. Chapter 18.100(Landscaping & Screening), 18.102 (Visual Clearance), & 18.106 (Parking). 1. Section 18.100.110 requires screening of parking and loading areas, inc!uding at least 1 tree in a parking lot for 7 vehicle spaces. 2. Section 18.102.020 requires that visual clearance be maintained along the intersections of all, public tend private right of ways. 3. 'lection 18.106 requires: a. One parking space be provided ,'or every 100 square feet of gross floor area in a Religious Assemhly building that is not for permarient seating. b. Line bicycle parking space be provided for every 15 parking spaces. C. Chapters 18.108 (Arcess and Cirrulnri,3 :), 18.114 (Signs), 18.120(Site Development Review), and 18.1 i0 (Conditional uses). 1. Section 18.108 requires a minimum driveway width of 30 feet with 24 feet of _. paving for parking lots where less than 100 spaces are served. 2. Chapter 118.114 limits the type, shape and dimensions of signs in the R4.5 and C- G zones. 3. Chapter 1 18.120 requires a conditional use to comply with site development review requirements. 4. The proposed expansion is considered a major amendment to a conditional use, based on Section 18.130.050(B)(6). Section 18.130.140 contains the following additional standards for a conditional use: a. The site size and dimensions provide: (1) Adequate area for the needs of the prop used use.; and (2) Adequate area for aesthetic design treatment to m,-igate possible adverse effects from the use on surrounding properties and uses. b. The characteristics of the site are s!ji,ible for the proposed use t-onsidering size, shape, location, topography, and natural features. c. All required public facilities have adequate capacity to serve the proposal. Pale 4 !Hearings Officer decision 1'(11' 91-(W5 (Christ the King Lutheran Churrh) d. The applicable requirements of the zoning district are met except as modified by this chapter. e. The supplementary standards set forth in Chapter 18.114 (Signs)and Section 18.120.180(Site Development Review),if applicable,are met. f The use will comply with the applicable policies of the Comprehensive Plan. 5. Section 18.130.150(C)(10)contains the following additional standards for Religious A,<sembly uses: Minimum lot size...............20,000 square feet Front yard setback.............25 feet Corner lot setback..............As needed to comply with Ch. 18.102 Side&near yard setback......20 feet D. Chapter 18.1'64(Sanitary,Sewer and Storm Drains). 1. Section 18.164.090 requires developments to be connected to existing lines pivsuant to plans submitted) to and approved by the City Engineer. 2. Section 19.164.100 requires that story water drainage plans be submitted to and approved by the City Engineer and show that necessary easements are provided for, that downstream properties will not be adversely affected, and that storm lines are sufficient to handle anticip,ate4 flows. E. Applicable Comprehensive Plan Policies. Policy 2.1.1 requires that adjoining property owners,the local NFO and the geneinl public be notified of and provided an opportunity to comment on the pr-,posed change to use. IV. HEARING AND TESTIMONY A. Hearing. ?'he Hearings Officer received testimony at the public hearing about this application on ;uly 29, 1991. A record of that testimony is included herein as Exhibit A (Parties of Recons), Exhibit B (Taped Proceedings),and Exhibit C (Written Testimony). Tlie.ee exhibits are filed at the Tigard City Hall. B. T,�stimro--ty. 1. Ron Pomeroy testified for the County and summari7.ed the planning manage:r's report. He discusser) the issue of acct—s^ to SW 114th Avenue noted in finding 11.1 above. 2. Steve Olson testified for the applicant. He related some of the history about the use acid SW 114th Avenue and explained that the conditional use was applied for to provide new parking and inctcased circulation few the growing congregation. i Page S - Hearings Ulcer decision CUP 9'-0005 (Christ the King b4iheran Chwch) C. Agency Comments. 1. The Engineering Department recommended the following- a. That if the access driveway to SW 114th Avenue were approved,then full improvements for the portion of SW 114th Avenue adjoining the site should be required. If the request were denied or withdrawn,the applicant should be required to execute a non-rernonstrance agreement for the future improvement of SW 114th Avenue. b. The applica,it should be required&ed existing sanitary sewer system which has sufficient capacity to handle the load caused by the development. c. The apriicam should be required to submit evidence that storm drainage runoff can be,discharged into the existing drainageways without significantly impacting properties downstream and that sufficient capacity is available. 2. The Tigard Water District recommended tliat plans be submitted and approved for water system layo-at and fire hydrant provision. 3. The Tualatin Valley Fire District#1 noted that fire hydrants are required within 250 feet of the perimeter of the proposed structure. In addition, the turning radius shown on the preliminary plan for the north,west and east corn.rs of the proposed parking lot should be modified to provide for a 45-foot minit►,,:r..outside turning radius and a 25- foot inside turning radius. Parking along the side of those areas with a 20 unobstructed mad width may be allowed. If a minimum of 20 feet of unobstructed roadway cannot be provided, "No Parking" signs should be installed to assure emergency vehicle access and to comply with state law. 4. Northwest Natural Gas noted that an existing gas line would need to be relocated and the necessary work should be coordinated with the ipplicart's contractor. V. EVALUATION OF REQUEST A- Compliance with Charter 18.50 and 18.62 (Zoning). The proposed'ise complies with Chapter 18.50 and Chapter 18.62, because the proposed use is listed as a permitted or conditional use in the R-4.5 and C-G zones, and the proposed structures comply with the dimensional requirements of both zones. B. Compliance with Chapter 18.100(Landscaping and Screening), 18.102 (Visual Clearance), and 18.106 (Parking). 1. The proposed use complies with Chapter 18.100,because the existing and proposed landscaping will provide adequate screening of the parking and loading areas. 2. The proposed use complies with Chapter 18.102, because a new intersection requiring visual clearance will not be created by the proposdi conditional use. The new parking lot will c:onnec! with the existing parking lot which the Hearings Officer assames meet the visual clearance requirements. Page 6 - Hearings Officer decision CUP 01-000.5 (Christ the King Lutheran Church) 3. Theposed use complies with Chapter 18.106,because the area of the proposed assembly hall (3,000 square feet)divided by the required 1 space for every 100 square feet of building equals 30 parking spaces, and 41 spaces are proposed by the applicant. The applicant will also provide disabled person and compact car spaces within the minimum standards. In addition, the applicant will provide 1G bicycle parking spaces when only 2 are required. C. Compliance with Chapter 18.108(Access and Circulation), 18.114 (Signs), 18.120 (Site Review), and 18.130(Conditional Use). 1. The proposed use complies with Chapter 18.108,'.jecau-,e the applicant will provide aisles and drives to and within the parking lots that are at least 24 feet wide. 2. The proposed use can comply with Chapter 18.114,because no sign is proposed for the use by the applicant. The I-leanings Officer assumes that if the applicant desires to install a sign in the future,then the applicable standards will be complied with. 3. The proposed use complies with Chapter 18.120 because the applicant has submitted all of the documents and plans required by the Code. 4. The proposed use complies with Chapter 18.130, because: a. The site size'and dimensions accommodate the proposed development while ' preserving existing mature vegetation and providing new vegetation needed to buffer the use and make it aesthaically compatible with adjoining residential uses. b. The characteristics of the site are suitable for the proposed use,because it is large enough to accommodate development and landscaped buffers,it contains topographic relief that minimizes the impact of building height. and does not ral features dial Hculd be adversely contairs significant physical hazards or natu affected by development. c. Public sewer and water arc available to the site and have capacity to serve the site. d. The applicable provisions of the R-4.5 and C-G zones are fulfilled as noted above. e. ,, development will be subject to Code provisions regarding signage and site development review. f. The use will comply with the applicable Comprehensive Plan policies, bas-3 on finding V.E. g. The site size exceeds 20,000 square feet. h. The front yard exceeds 25 feet. i. The rear and side yards exceed 20 feet. j. Building height does not exceed 45 feet. Page 7 - Hearings Officer decision CUP 91-0005 (Christ the King Lutheran Chur_'h) D. Chapter 18.164(Street and Utility Improvement Standards). The proposed use,can comply with Chapter 18.164, because: 1. There are sewer and storm drain lines that can serve the site,prrvi&d the applicant submits connection plans to and receives approval of those pians from the Engineering Department. 2. The applicant will not be creating any new access points tco 114th Avenue. Therefore, the applicant should not be required to improve that street at this time. However, the applicant should be required to execute an agreement not to remonstrate against formation of a local improvement district to improve that street along the frontage of the church property. 3. Bull Mountain Road adjoining the site is improved to standard except for a sidewalk. The proposed use will increase pedestrian use of the site. Therefore, the applicant should be required to build a sidewalk to applicable standards. E. Compliance with applir:able Comprehensive Plan Policies. The proposed use complies with Policy 2.1.1; because notice of the application or hearing was provided to the neighborhood planning organization in the area and to owners of property in :he vicinity of the site and published in the Tigard Times. VI. SITE ViSIT BY HEARINGS OFFICER The Hearings Officer visited the site and area that could be affected by the proposed use. VII. CONCLUSION AND DECISION The Hearings Officer concludes that the proposed use will not be significantly detrimental nor injurious to surrounding uses, provided development that occurs after this decision complies with applicable local, state,and federal law and the conditions of this decision. In recognition of the findings and conclusions contained herein, and incorporating the Summary and other reports of affected agencies and public testimony and exhibits received n this matter, the Hearings Officer hereby approves CUP 91-0005 (Christ the King Ldtheran Church), subject to Chic, f liowing conditions: TIIE FOLLOWING CONDITIONS SHOULD BE MET PRIOR TO THE ISSUANCE OF BUILDING PERMITS. UNLESS OTHERWISE NOTED,THE STAF CONTACT FOR ALL CONDITIONS SHALL BE CHRIS DAVIES, ENGINEERING DEPARTMENT, 1. Two (2)sets of plans detailing how and where and how the sanitary and storm water sewer connections are to he made shall be t.-ubmitted and approved by the Engineering Department. 2. The applicant shall demonstrate that storm drainage runoff cvn be discharged into the existing drainageways without significantly impacting properties downstream. 3. The applicant shall not begin improvements until a street opening permit or construction compliance agreement has been executed. Page R - Hearings Officer decision CUP 91-0(X)5 (Christ the King Lutheran Church) 4. The applicant shall execute an agreement,on forms provided by the City,wb;ch waives the right to oppose or remonstrated against a future Locvl Irnprovemert District to improve tht,portion of SW 114th Avenue adjoining the site. 5. Direct access to SW 114th Avenue is prohibited until full improvements are made to that street. 6. An erosion control plan shall be provided as part of the public improvement drawings. The plan shall conform to "Erosion Control Plans- Technical Guidance Handbook, November 1989." 7. All plans for the water system and fire hydrants shall submitted to and approved by the Tigard Water District. Contact: Tigard Water District(639-1554). 8. The applicant shall provide fire hydrants within 250 feet of the perimeter of all structures. 9. The applicant shall modify the turning radius shown on the preliminary plan for the north, west and east corners of the proposed parking lot to provide for a 45-foot minimum outside turning radius and a 25-foot inside turning radius. Parking along the side of those areas with a 20-foot unobstructed road width may be allowed. If a minimum of 20 feet of unobstructed roadway cannot be provided, then the applicant shall install "No Parking" signs to assure emergency vehicle access. Contact: Gene Birchell, Fire District# 1 (256-2502). 10. The applicant shall coordinate construction with the relocation of the natural gas i line. Contact: Scott Palmer, NW Natural Gas(721-2449). 11. The applicant shall petition the County to consolidate tax lots 500, 1700 and 2400, because the expansion will cross the property lines of those lots. r 12. The applicant shall improve the portion of the site fronting SW Bull Mountain to i include concrete sidewalks to applicable standards. PRIOR TO THE ISSUANCE OF AN OCCUPANCY PERMIT,THE. FOLLOWING 0A, CONDITIONS SHALL BE SATISFIED: 13. All landscape materials, site improvements and required public improvements shall be installed according to the approved site plan or a perfomhance assurance shall be posted guaranteeing installation within a short time after occupancy. Staff Contact: Ron Pomeroy, Planning Division, (6:39-4171). 14. Sign permits are required and shall be obtained prior to the installation of any sign on the site. Staff Contact: Victor Adonri,Planning Division, (639-4171). 15. A tree removal permit shall he obtained prior to the removal of any tree on this site that is over six ^ inches in diameter measured four feet above grade. Staff Contact: Victor Adonri, Planning Division, (639417 1). THIS APPROVAL IS VALID ONLY IF EXERCISED WITHIN EIGHTEEN MONTHS OF THE EFFECfIVE DATE OF THIS DECISION OR EXTENDED PURSUANT TO CITY CODE. 1 Page 9 - Hearings Officer decision CUP 91-000.5 (Christ the King Lutheran Church) w a '6 q I tl .rrrrWr� ,�".'. -- - •r, — + --'ALd..�. — �.�_ c..� ''YWYW'i`ti�iiL' Tt PW lam" �u�r SW 1/4 NE 1/4 SECTION 10 T2S R I W W.M. WASHINGTON COUNTY OREGON S ALE I"= 100' SEE MAP _ 0o; 10 2S 110AB Z 1700 W ?..77Ac. r„ / CHR/ST THE K/NC ^� CL L UTHERAN CHURCH CH ... / 3 ,ee13 vfloglyj oSE ME K� / 1101 .94Ac. E�ti U%` a 1100 15,3^^ y c; L 300 u A 400 4.80 AC. o 23 -74 e- n. ----- -- - -=-e9° 303 93 n 7' 4 y ( 0 a 0 �m 100 1800 " .45 AC. .23 AC ri 5 Ln 1000 ZY74 / .23 AC. •♦- -- _ 225_ 30416 1 00 900 .� N ✓ 46 AG. 23 AC�� n O u M — 800 41 I ,4C. N 2 .3 - D V — 700 — 2000 _ " I \ 1 A( `5 +' I45 AC z / 600 N `" "° I 3 1'��, --w < to v, 304F.1 — r� 149 51-- 45' r- T 150 N 220E w ` 2•�J'I _ 707..50 N 2100 a n 4r n w 2 200 IV z \ .0 1Po 315' C) 8 a �_ — i3,' 16( fj M N /Op Ac. o - 0f r � 4 150' -- a5T 2201 C6 / N 1 .55 AL. O �J /331.80 �. r, O.. 62300 _ „M C — 1 45 AC. ° zc' u EASEMENT qy S !3g�6 F ,1 •�"' 67-41649 70B 9d' "-�__ N 69i°3322'E // 1 36.Id 40 3754 175' 3 507 155.07 R=!26 �R-9 JJ O -_ -- - 170 O 32. G q B N) R=166' R.52 2400 500 ° 16wG , . .41?AC 5,AC ti 196.60 N 991 40°. `1111,1111111 p Ao � z ......, SEE MAP ' 2S 1 IOAC / JAW ..�. ':��,� ly+!i•r wit�+'� '�{ Ln N O+f) o N ON 00 Cu Ou Z) C:3 Zti - 300 ................... .......................... ....... .................................... ........................................... ............................... ........................... 296 ............I.................. . ...............................................I............................................I...... .................................................... ....... ................................................................ ...........................- ....................................................... 292 ................... ................ ...... ..... .I..........I. ......... 288 ........ ■ 284 ...... ............................. ...................... 280 ... ........................................ ............C. .. 276 0+00 1+00 W 112th AVE. PURLII TORM SEWER PROFILE SCALE, P s 20' H17RIZ fit 10, VERT ND, rLEY O BY ENGINEERING COMPANY TH AVENUE, r>oRr,4ND, OREGON 97201 BENTLEY FAZE 1,503) 222-2996 2020 S W FOURTH AVENUE SUITE 950 PORTLAND,OR 97201 5172-00 REVISIC J5031 222-�525 1503166 1 439 JIM RISEN FAX(503)222-2996 Resident Project Representative BENTLEY 2020 5 W FOURTH AVE SUITE 950 PORTLAND,OR 972CI (503)222.1525 GREGORY S.CHIODO,P.J. FAX(503)222-2996 V'(c hes'de"I Civil Engineering ENGINEERING rONSTRUCTION MANAGEMENT FOR PHOTOS SEE PHOTO BOOK I i I w, I ' I 2T --- 8 _ 170 0' � _ -- - N89 3.3'30"E r � - J 9 33'.30"E TAk LOT r COMPACTS ONL Y _ _,. 9yTYP, A J `tO t 4 j 'J..•. L' ''� ,} •�' �--' ..... - ( �^ ... � it �'t � . t � .:.:'.�. '•"�� I -Imo---- 24' y... I •N LAJ ,1. N Q a i Se --- ..- - 9'43'30' HANDICAP SIGNS ('J 5 : I. I ~� .90 RESIRIP£ 4 SPACES TO 3ROWDE 3 HANDICAP SPACES :.............................. .__ 4IA r:J I I _ LEGEND 1 / 77NG M EXJS7NG ' f- :i - AP WHITE PAINT ON A.C. HANDICAP SYM80L 07 Aj ,�'���� Z HANDICAP PARKING SIGNS WHITE PAINT ON A.C, — 4" DIAGONAL S7R/P.S AT 1'-6' OC. I i ' '001� WHITE PAINT ON A.C. "COMPACT ONLY" WNlTE PAINT ON A.C. — DIREC7IONAL ARROW'S STALL STRIPING 4" WHITE LINE ON A.C. -00 Q5) IN • a .in_ LL i1 1 rte` \ �, ''_' r'� . ��----- I �NOCORps ''%s�, << r 2g %So L� -x510 cOUN Y _ �r�QNY S. t' \ _ 1N (p1�b L i H Nl�- _ BENTLEY � N°' BY DATE CHRIST T H E KING CHURCH CHRIST THE KING LUTHERAN CHURCH PARKING LOT ADDiTIUN BENTLEY ENGINEERINC COMPANY 11 ,305 S.W. BULL. MOUNTAIN ROAD C -- S 2020 S.W, FOURTH AVENUE, PORTLAND, OREGON 97201 TIGARD, OR 97224 STRIPING PLAN (503) 222-1525 FAX (503) 222-2996 — PROJECT NO: 5172-00 REVISIONS DESIGN GSC DRAWN KRL CHECKED GSC APPROVED SCALE 1" -20' DATE 4/14/92 " II F�_TH.S8 DOr'NMENT IS LESS . I III i I I' 1 1 1 III 11111( r I'i I I I r r t I 'yirrT'j1 fit i� rl IIIj6r lIEGISCE THAN THIS NOTATION. I 1 12N9j l I I I I g I ( IU I 11 I APRIL 26 1993 t IT IS DUE TO THE QUALITY UF"THE ORI.GI-NAL DOCUMENT. —,- — — — — _____ � e� _ __-- -- -_ _— — E 11611,111111IT111r,111111 ^ T:Z t17, O�Z8�if1tl�lt � T� ' ' I I �IIIIII�III�II III I�IIILIIilllll�llll�llil I11�111111111�1111111111111111,11111 111 I I :.� I � I fllur fabric matev136' wide rolls use staples or wire rings to ,Mach GENERAL EROSION CONTROL NOTES fabric wire Tbv2'byl4 ga.• re tabricoregwv. 1. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR OBTAINING AN a A EROSION CONTROL PERMIT AND COMPLYING WITH ALL APPLICABLE EROSION { , SEDIMENT FENCE NOTES CONTROL REGULATIONS, 2. THE IMPLEMENTATION OF THESE EROSION/SEDIMENTATION CONTROL(ESC) 1. THE FILTER FABRIC SHALL BE PURCHASED IN A CONTINIICtUS ROLL CUT TO THE PLANS AND THE CONSTRUCTION,MAINTENANCE, REPLACEMENT,AND UPGRADING I'• r >)°' I LENG.'i OF THE BARRIER TO AVOID USE OF JOINTS. WHEN JOINTS ARE OF THESE ESC FACILITIES IS THE RESPONSIBILITY OF THE CONTRACTOR UNTIL NECESSARY, -,r;, Imo. , ria POST, W THMINIMUM 6� TOGETHER NCH OVERLAP, AN BOTH ENDSSECOURELY FASTENPPORT ED TO ALL CONSTRUCTION IS COMPLETED AND APPROVED. THE POST. 3. THE BOUNDARIES OF THE CLEARING LIMITS SHOWN ON THESE PLANS SHALL ................................. .......... .....-.l i.I {.... I I 8E CLEARLY FLAGGED IN THE FIELD PRIOR TO CONSTRUCTION. DURING THE oo DD ,,, ° -----+'-; . 2. THE FILTER FABRIC FENCE SHALL BE INSTALLED TO FOLLOW THE CONTOURS CONSTRUCT!ON PERIOD, NO DISTURBANCE BEYOND THE FLAGGED CLEARING o=-aD°,D ooDo 09 ea.,p° I I6 Max. I I I WHERE EEA. ;BLE. THE FENCE POSTS SHALL BE SPACED A MAXIMUM OF 6 FEET LIMITS SHALL BE PERMITTED. THE FIAGGING SHALL BE MAINTAINED BY THE 4 -1 Qa°Qo I I I I APART AND DRIVEN SECURELY INTO THE GROUND A MINIMUM OF 30 INCHES. CONTRACTOR FOR THE DURATON OFCONSTRUCTION. o " o 4o oee o° noon � v Qoo Do DQoo Doonn� ? o / by W�Ettct standar ror 3. A TRENCH SHALL BE EXCAVATED, ROUGHLY B INCHES WIDE BY 12 INCHES 4. THE ESC FACILITIES SHOWN ON THE PLANS MUST BE CONSTRUCTED IN eaualalternate:SIMM �D 0000 0o ca fence posts DEEP, LIP-SLOPE AND ADJACENT TO THE WOOD POST TO ALLOW THE FILTER CONJUNCTION WITH ALL CLEARING AND GRADING ACTIVITIES, AND IN SUCH A Radius = 15' min ° o= ° ° n Notes FABRIC TO BE BURIED. MANNER AS TO INSURE THAT SEDIMENT LADEN WATER DOES NOT ENTER THE Bury bonomof filter DRAINAGE SYSTEM OR VIOLATE APPLICABLE WATER STANDARDS. Clean Pit Run or 7"-\Tinos Gravel maienal in 8"by IT 4. WHEN STANDARD STRENGTH FILTER FABRIC IS USED, A WIRE SUPPORT FENCE vench 6" mm.� SHALL BE FASTENED SECURELY TO THE UP-SLOPE SIDE OF THE POSTS USING 5. THE ESC FACILITIES SHOWN ON THIS PLAN ARE THE MINIMUM REQUIREMENTS Subgrade Reinforcement depth HEAVY-DUTY WIRE STAPLES A LEAST 1 INCH LING, TIE WIRE OF HOG RINGS. THE FOR ANTICIPATED SITE CONDITIONS. DURING THE CONSTRUCTION PERIOD, Geotextile, as Required Provide Full 4NSdth WIRE SHALL EXTEND INTO THE TRENCH A MINIMUM OF 4 INCHES AND SHALL NOT THESE ESC FACILITIES SHALL BE UPGRADED AS NEEDED FOR UNEXPECTED of Ingress/Egress Area' filter fabric maienal EXTEND MORE THAT 36 INCHES ABOVE THE ORIGINAL GROUND SURFACE. STORM EVENTS AND TO ENSURE THAT SEDIMENT-LADEN WATER DOES NOT LEAVE 2"by2"oyl4 A, THE SITE. fabric or equiv. f \ � 5.WHEN EXTRA-STRENGTH FILTER FABRIC AND CLOSER POST SPACING ARE USED, :0' .-un. for single family and duplex residential � THE WIRE MESH SUPPORT FENCE MAY BE ELIMINATED. IN SUCH A CASE, THE 6. THE ESC FACILITIES SHALL BE INSPECTED DAILY BY THE CONTRACTOR AND i FILTER FABRIC IS STAPLED OR WIRED DIRECTLY TO THE POSTS WITH ALL OTHER MAINTAINED AS NECESSARY TO ENSURE THEIR CONTINUED EFFECTIVE I PROVISIONS OF THE ABOVE NOTES FOR STANDARD STRENGTH FILTER FABRIC FUNCTIONING. APPLYIi c 7. THE -SC FACILITIES ON INACTIVE SITES SHALL BE INSPECTED AND MAINTAINED 6. SEDIMENT FENCES SHALL BE REMOVED WHEN THEY HAVE SERVED THEIR A MINIMUM OF ONCE A MONTH OR WITHIN 48 HOURS FOLLOWING A STORM USEFUL PURPOSE, BU D,NOT BEFORE THE UP-SLOPE AREA HAS BEEN EVENT. PERMAN E 8. AT ON TIME SHALL MORE THAN ONE FOOT OF SEDIMENT BE ALLOWED TO 7. SEDIMENT FENCES SHALL BE INSPECTED BY APPLICANT/CONTRACTOR ACCUMULATE WITHIN A TRAPPED CATCH BASIN. ALL CATCH BASINS AND IMMEDIATELY AFTER EACH RAINFALL AND AT (FAST DAILY DURING PROLONGED CONVEYANCE LINES SHALL BE CLEANED PRIOR TO PAVING. THE CLEANING 1 RAINFALL. ANY REQUIRED REPAIRS SHALL BE MADE IMMEDIATELY. OPERATION SHALL NOT FLUSH SEDIMENT LADEN WATER INTO THE DOWNSTREAM SYSTEM. _- 9. STABILIZED CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE F.,-,:re 3-2 Erosion Control Plans Figure 3-3 BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE T -• ^:cal 111uauC, a�a e. ,-.,. Enfranee Technical Gltidance Handbook Sediment Fence PROJECT, ADDITIONAL MEASURES MAY BE REQUIRED TO INSURE THAT ALL -�-•-- PAVED AREAS ARE KEPT CLEAN FOR THE DURATION OF THE PROJECT. Grov Irilet witli Grate Stakes l2"x2 x37 1 11 , :;:iiiiiiii - Wire Screen a Den' option nb Doo et' Gravel Filter e o' �d000 0 0- o ow DD;nD DD o oo�Do�O o:o° Doe Db nD ypDoPO o°c ............. Co: oep° Oa ee.r,• a• aoapa Oa +• FilterFabr.c GpoDpo oeo oD,oD no�oe°m°oa`�aocoa � o °� onO�,QODr o pOo DD oaf nt7Dom oeo+ o.eC' � Ig• �th.� — G;ave] (I?"min. depth) o:ClacoeGa 000 o°+,:Q6_.n op,p°e o'O_a:ve _ D o 0 b Runcff Water with Sediment °`ac Qa JD°;� ae° pac! ao 9aDao . oo ao0 0. are •' Qa''j sQr� >_ob ono..rG mo a StakesConcretei Concrete Block —=�'— o - /� ��- Sediment Filtered N:;;e Mesh with Filter Water Fabric nn top Ftc•;r Fabric Stapled to - - - - - - - - - - Stakes 1 L Overflow Runoff Water 1-- � Wire Screen. with Sediment Filtered Water ,-,� S /� -iliered W'tPr Rr:wf .Vater = I > o.. o ,.^ �T�1S] �.vittt Sediment Biu L__._J I :2'.24'. e 1} �� Buried Filter - - - - ' - - • �—� ` D ` `'D � Fabric (thin. 4" Depth) JT Sediment `�. Drop Inlet with Grate Erosion Control Plans Figure 3-9A Technical G Iidance Handbook Filter Fabric Inlet Barrier Figure 3-9B �jqj 7 Erosion Control Plans I � Erosion Control Plans Figure 3-9C Technical Guidance Handbook Block & Gravel Inlet Barrier Technical Guidance Handbook Gravel & Vire Mesh Inlet Barrier 4f 1 0.2 _ ° BENTLEY NO Ry °ATE CHRIST THE KING CHURCH CHRIST THE KING LUTHERAN CHURCH BENTLEY ENGINEERING COMPANY 11305 S. W. BULL MOUNTAIN ROAD PARKING LOT ADDITION L 503) 222-15 FOURTH AVENUE POR1Lp`AX OREGON TIGARD, OR 97224 EROSION CONTROL DETAILS 7201 (� - - PROJECT NO: 5178-00 REVISIONS DESIGN GSC DRAWN KRL CHECKED GSC APPROVED SCALE NOTED DATE 4/14/92 • II rTH'i8 D01:NM$NT IS LESS '111 III 11111 III III I I I '� lTt I III I� II III III I III III III III III 111 1 III f T III III Ill n l l l �' !! 11 I ' 1 ` " i 4 '� I I 1 11 I APRIL 26 1993 LEGIBLE THAN THIS NOTATION, 1_ 1 _ j }f j�l _ I ],11 1� �• ' I IT Ie DUE TO THE QUALITY OF'.-- Ness a�.,;pr!• . UANMNNMW THE ORIGINAL DOCUMENT. --- OCUMENT. III m 1, I111111II I111111ll IIIII]III IIJI111 1111111 WI�UIIIUI�II� IIII�IIII ll�llll Ill�llll gll�llll IIII�UII Pil�lll IIII� IIII�IIII�Iill�llll u11111r r'lhll IIII111 I IWIIllllm111111,11111 ml�Im ml�Iq lul uu�lol��ll�ull ilurKt • i Ori 4. a Aj �y . I 3'30'E - 170,00 ` . . N89'3 --- ��. 1 TAX LOT 2400 _ I`� "AA i ,!'10 1" Lul ,,• _- . 1 r , JA AX ,/10O - -- ................................................ ............r........................................... 589 4'3'30"W 161,O1 l � _.1'' r _ EXIST. IRR. VALVES .. �. .. . —E'x4r..--N44TER-- - -- _ 7-2 �,.. -�--- EJb.S ,- JAN. ..7 ; r '•'p.+•...,1 1•, f s.1 GAS ExIsnnrc I ME TER BLDG I .� EXIST FIX TURF j ,� J r' TO REMAIN 1 r I rf i Alt PARKING 'I I I ! MAIN ENTRANCE + ;/ j 1 -4 EXIST. J-BOX TO REMAIN I I s, I r r•, r' ` q , r� TO l<<MAdV RES _ ,�.i• L EXIST. FIX LURE LEGEND /� ! 1 !t TO REMAIN 1 EXIS77NG CONDUIT FX/s T. ! I :!� bi d I PI`!r "A CONDUIT ' I ---------- NEW BB" I EXIST. SAN. SI y / fit 1 y!/! nI SCHEDULE" • _ FIX RE H 1 j . 1 '•, 'k ,�•'� I II „%' AA �1� MOUNTED 150 A T. RICH PRESSURE SODIUM FIXTURE. " •, PULEw I WTH TYPE 3 DISTHIBUTIGN, 120 V CWA BALLAST HOUSE SSD SHIELD, Cr ARE AIGH • •• I LD 2 5 STRAIGHT T UMlN I POLE, 9A SE COWR, CRE BAS AND ANCHOR„-' £ U ALUMINUM TS /K�1-15 5-R3-?20V`-SP1?-SF-HS-DMB I ' ! i LI THON/A "Hl-TEK" f 1 i _ W1TH /SSA--4G-DMB POLE. PC AND F)XTURE TO HAVE PARK MEDIUM t3RONZE F7N/SH. VERIFY VEX_TA GE OF EXISTING POLE FIXTURES PRIOR TO ORDERING it ...... ... ._. : .... .. ' t .�. .1j •II _ — _ ='" BB E EXCEPT rJT'rOUT HOUSE SIDE SHIELD. R E. T34' BASE TO EXTEND 30" MINIMUM ABOVE FINISHED GRADE AND CONCRETE 452' :,,:� BE PAINTED YELLOW. 47'S'� w r - ', NOTES �'', 1= -'' •� ..�'" O REPLACE EXIS77NG /12 CONDUCTORS 17TH 77NG J-BOX TO PANEL "A" • I 1 r•_ +� - `'~ ''�"' _ REPLACE EXISTING PLASTIC J-BOX WITH NEW O FLUSH-IN-GROUND CAST BOX AND TRAFFIC RATED LID. 1 ,;..•�'�''+' _ ----" REROUTE F_XIST714G CONDUITS AND WIRE /NT0 NEW BOX. 01c _�-r" C3� PROWDE NEW FLUSH-IN-GROUND CAST BOX — ` . _ _ _ - _ -„�:c� ': : �. --''� �_✓ WTH *E'ATHERPROOF COVER. INTFRCEPT EXISTING GI;URB AND GUTTER CONDUITS AND N7RING AND REROUTF THRU NEW BOX CONNECT NEW WIRING TO EXISTING CIRCUIT a 4 P;-O�,DE NEW FLUSH-IN-GROUND CAST BOX WITH EXIST. FIX R / _ T” D - rr_ -- O WEA TH£kr^P,OL)F COVER. PUSH NEW CONDUIT � E � O �" UNDER SIDEWALK AND CONNECT TO EXISTING TO REMAIN .-,- ACS-- y l p,�N R -��_••- BOLLARD FIXTURE. CONNECT NEW WIRING TO ---» t M o�N EXISTING CIRCUIT �� I.J� 1 I I 44 Nn 23 ----"" -• ++r R SVRvt J�CO�ROS RING _�pI�CH EA M�N� 6A51S�-gN CpUNZY ���Y S. ��� - DOGE OF pp,VE a.2�,2gNE N'1025.6 - - BENTLEY NO. BY DATE CHRIST THE KING LUTHERAN CHURCH CHRIST THE KING CHURCH ` � BENTLEY ENGINEERING COMPANY Q 11305 S.W. BULL MOUNTAIN ROAD PARKING LOT ADDITION 2020 S.W, FOURTH AVENUE, PORTLAND, OREGON 972Q� � �. (303) 222-1525 FAX (503) 222-N9e TiGARD, OR 97224 PARKING LOT LIGHT!NG PROJECT NU' 5172-00 REVtS14NS DESIGN GSC _ DRAWN KRL CHECKED GSC APPROVED SCALE 1" =20' DATE 4/14/92 Q r IIP' THSB Dor JwENT IS LESS I I I I 1 II I I 1 ' 1 1 1 1 1 1 � I 111 11 I jii1 11 1 �'I`�y 1 f fiT (�l f I III A l l III I I I III I I II I III I I I 1 I 1 11` ' , k 1 1 11 I I I I V I I I I I I III I I I I I ! 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IIII' I II I I I 1 II II I II WTI . i U 77, J N89 T3 JOE 170 00' N893J'JO"E 135.?J� � ' P: - �- - -- TAX LOT 7100 - I g. , I � I ' COMPACTS ONLY 9'L7 YP I1YP i )-0 r— 24 O e a"La b b I- 0 - 60 ( - ,. � L4 � I JIg 04 ' q P Q V) ti 1p I a- --- 589'4330"W _ _ 161.01' - �., '.'., „ HANDICAP SIGNS O I �(3 TYP) - / 3 HANDL 4 SPACES TO PROVIDE J HANDICAP SPACES �p � LEGEND E;75T/NC ol A/C PARKING OWHITE PAINT ON A.C. - HANDICAP SYMBOL I O HANDICAP PARKING SIGNS MHIIf PAIN! ON A.C. - I' DIAGONAL STRIPES AT P-g- OC�:� AHl1f PA/N7 ON A.L. — 'COMPACT ONLY" itikll / r �\ S MNIIE PA/NT ON A.C. — DIRECTIONAL ARROW - 1 Nbl STALL STRIPING — 4' PHITE LINE ON A,C. / [�R01fiI�NA LV� PO APRp � , '. .. � •' - - - _ _ � - AV�gC3VEtl ' MED. . . . . . . - "34� w- 451 � AIN 16 lAN APPROVAL OF ITTLR, . . - . . . . . O O (o L •;iseXIt f ,.. p ; _• � _, „_ _,�= :,,�` W BULB' ���.-�-- 23991 REVIEW SET 6AgS B�OUN�V , so NOT FOR CONS TRUC T10i'V = iY1ASH�NG i -- ,02565 E ENTLEY i N°. Rr DATE CHRIST THE KING CHURCH CHRIST THE KING LUTHERAN CHURCH PARKINGLOT ADDITION�_---�- BENTLEY ENGINEERING COMPANY 11305 S.W. BULL MOUNTAIN ROAD C - 52020 S.W. FOURTH AVENUE, PORTLAND, OREGON 97201 (503) 222-13-25FAX 222-2996 TIGARD, OR 97224 STRIPING PLAN PROJECT NO: 5172-00 REVISIONS DESIGN GSC DRAWN KRL CHECKED GSC APFROVE, SCALE NOTED DATE 4/14/92 _. V 7c - • I IIF TNd8 DOCIRA$NT IS LESS "til ) II I IIIIIII IIf( T 1117r1 � � I, 7111111 IIIIII VIII I Ijl�lll lull I III III lull I Illlij"I II wl l;illll III IIi I I LI' APRIL p LEGIEL"E TNAI•I THIS NOTATION, . I I ' �I bl }1 I 1`� 26 1993 IB, 15 DUE TO tHE QUALITY OF1— THE ORIGINAL DOCUMENT. - II AmtIL' IIIWIIlllllllllllllllllUllllllllUllllllllllllR6l�lllllll�iluWWIIIIIIIIIIIIIIII�IIIIIIIIIIIIIIII�IIIIII TIILIIiIIIIIIItIIilllllltlL_. tWliUlllllllllllllAlllIIIIIIIIIIIilllllulml�illluu�lillilll�ullim�lli�mluiiiliilNil I C / N / 1 I i E- Pd ooRYRa I 1 ----------- Rev Pons ly AXMC OWYERAY \ MAW ) Sr JAY _ W/uomo LID 12 AV r277 42 1 I E- \ If our I � 1 1 1 I i 1 I 1 SNEO / PARo .•� � � IhY-2eP.70 ii i I I /2 70 1 1 1 //OUSE !!1 RN/-2d/.ee 1 ••-•V �.�1 /2 CSP Of/1(N).27e2290 I 1 1 /e'eNep/ 1 1 I I I S - Q 7Rgt �� • �o I N'T o � 1 GARAGF I,y r R • APARIRAIGERr G ON C E• N"C iL A'� 1 0 AXNNY % }" 1� '" --. PD7.P0 • BU2dNG I I 1 JJ I AX pPIWN14Y I 1 I 4P \ 1$ Y i i - VAL _ •�•-J ExrRwEu ccre6 ExlRcnco� YAcW9 G+ GAS 'f Ao9 IErER EXls1ING BR/C. BLDG VALlor � EAISRRG �� 'U YMV diRARGE A/C PARw/I(' I "'NSi. AX PAMOV LOr / _ J 1 WALKS DArUM BASE / / F - 300.98 tw.anoe BASED DN PMOp DA 70 SURVEY Q0. 22 JAN. 1986 , Rom 1 1 I ` 1 r 1 l I r, I � I 1 ------------ ------------- ------ —_ - --- �...�•. I � - ...�•.r•-- � Ck��Z15 '? TM•k1� k � NCS Cht�RGH � . PQ, E - Ur. 4 CMC NT Pt I ItF TH" GOO $(iT`xe LE96 ijil 11 IIII Illlii (ij li���f{ �Iq lith Bili it Illi ilrlili illi ill ill hili I ill ill it lililiili iIi ill lei ih i I APRIL 26 LEGIBLE TN►tt NIB NOTATION, i 1 I I I � I "J` �I I �I I -} I ��� '� ! i DA,-19 DUE TO 4'RE QUALITY Oil-- THE ORIGINAL DOCUMENT. 24X -�- �II B.I' ��II B 6 B �II TP ' t BI LT II� Z [ YI T Bi II���tT Dt • B L • 9 ► B B I I �I Illllll Wullll lUWlll WIIII llU�UIGI!!I Wll1 UullUllllllUll UIIIIIU IIIIIIIII IIIIIIIII IIIIU:UIIII �II;I�IIII IIIIIIIII IIIIIu ;llU . 1111111111�IIIII IIIIIIIII IIIIIIIII IIIIIIIII �Illllp IIIIIIIp IIIIIIIII IIIIIIIII III�I I \ I`•' / '�0 - to •rl WA • '�� - - ..... ...... ...... ..` � . „ 2*95 USA 5TO. FIELD 6VLE T 11 ~ l GHA T£ 289.50 I - i E. 285.50 t:,,±l- - ' - -'t. -,.I J ..... __- _ •-,. SILT FENCE: r- I ti v'''✓f .`• , I it ' Mq/,�+ '°, Tri Ali. ` . 27' 1?.5' -, -''t ---_ 63' -•. 17 , N89.33'30"E_ 135.23• I _ . N89'33 U. ..� 1 0.00 _ I - ..._ •. ._.. A L 4 - t� . ... . ...r.r.j.r .��w ' 1 ...wr�...�..+.�.. v Ap 1 ` T C. J0885A+ I .•-'•.."..``'. ...»....« .»..... '--~. , ' w "' r. .• .4 'tt °, FLAT Ti7p MTa( t.., T.C. J08.5 ` t` J0/.70 t ! �L 6 A .00 I ,l _, ............................ I IT � , ' _ lE /N - 281.4,Q t 1 -J _ , T I£ OU T � 28140 I doRElllbl�..� T C, 301.90 it ..:.'. .' :.:.' .: : :. . :rc �98.5a . .' E'. 2ss.00 f 2+ 8 r'.t:'.i 1"•'�i' '` ? 1 65 \'` T.C. -JOd20' E tt :. . . . ... .:.:.... l .:. IO C l• Ers 10 .ALJ1A1 ±�"i'! .. : .. . . . . . . 1 a� J t i L� n,:;u r ► `` lt86 t - T C � , .. . .'....�.. . . 9 `'� - L E. 184.00 i / i` \ ` 50.... . .. . R:'TYP,. . .'. . . . .. N I ,> �FLa�IT _MH ' - . . . . 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EXISTING • �. I ... .. a .. , J 1 Ilc:r ........ " / ; t ... .. . ... �.. . 5 :,,c r rl f!. !'hh'h fi't. ' i I I I r,i }['1/ j i�'1=�.t';+ r� --•:lam S/1 MCU T \ ' I N r r/ REMOVE CONC. { 1 I I fes• - t - � ...,.,.f. 1. f WALKWAY ISLAND ;1 I `.�` -«E`. +' ,`' ........f rr�! f f STING 5 '` -j .... _......_ ....-... /. ,� � t` '..:. :.... .I, s,,6 .I J..L...L.,�� ,r �,, ;..t1. I +''� i yam:s:A•• I �x t - `' \ -, I ... :..... ice. .•.'.';.. tl f..,.., ., ppu(iP� • \ I '' . .. .....'... .a4„ v ' •• SAIICUT I J GRADING LIMITS Earls n NG CAN OURS CONS 7RUCT NEW C./.P. 'h CURB & CONC ISLAND 1 I { -- ', 96,25' li • - f' RN/SH GRADE CONTOURS . ... .. . � •' i . i I'.. . EXIST. SAN S %'i I I it 1I j .:;.,............... .. . ....... I NOTES :... . . .. . .. : ,/ � 'i„ Q DISCONNECT HOUSE FRAM SEPnc TANK AND • t 1 ..1.'''.'' 4 tj ' ' `"' CONNECT TO NEW SAN/TARP I SEWER. + 1 ,•:• '.s . ..I.C.�,; 'I W jj �; Ir ��''�• i 2 DECOMMISSION ABANDONED SEPnC TANK IN ACCOROA/rCC I k CH EXlST'G II - „ • t, f ;�•• ... ;J.'.'.1 4 to r � --MAT tl �r���� 5 1 II/TH OREGON A MJ 1 TIVE RULES CHAP R, 0 NG L01T 0 NSIRA TE 34 { .I'.'.'.'.''. .. :I `�: z.. �,�•' 2ADI r _ :' 8S CAP /I G SENO R r. r ... .. ''. jf SIDEWALK ---------"!`' t TAPER ��J rAD1 - - RULE 71-1 B( LD/N CONNECTION TO /r 1 % .r +�' - ' /' - -i I` l� o TANK. UMP TANK AND REMOVE OR FlLL INTH REMOVE CURB _ .0-00", = - �., 4• ?• _ - BANK RUN GRAVEL. , i I. REMOVE 4c R � ' I r `� r +� _ _ ...__ _I CONSTRUCT t � _ •I �a �f '" "r�rdI�17Cl,1'BA £R TO y t++ a` _ -:�:fir 5'-04 Tl£�N ABANDON AND DECOMMISSION III /N ACCORDANCE • i •-T a $< , a �_ "a+�,"� A C 3 III OREGON ADMINISTRATIVE RULES CHAPTER 690-220. IU 1. . .. I .'.'.' I '`a t•' ,: i • -�,° OF'' WALK, ALONG �i> -, VE • t..X.:•�j!:1;' _ ..r' 452.34 _ BULL MTN. RD. r s: � *VRK TO BE PERFORMED BY A LICENSED WELL DRILLER. I r>�: , ,' •..�:' W - - a.- 8 REMOVE' CASING OR CUT Off AN f::'t: .,..J.t J H �7 54 �• •. _ D CAP ONE FOOT BELOW SUBCRADE I I 1 L. .. / ..rte•• 5 _ _ _ - 1 �' I r* -• CONSTRUCr 5' CONC. wAc .. 1�'' - •' : �t� - �'. - t ! �.••� mm, r_I_ a. _ - a• .' a+=r� _ _,�" 4 RELOCATE- IRR1GAnAN CONTROL VALVES NEST OF NEW 1 I 1 ) 1 i ) •-REA40i EX(ST'G �"� a� _�� ' PARKING AREA. MODIFY IRRIGATION SYSTEM Tr) MATCH EXIST'G ,' _r.+•+•.'� •• A.C. wALK �y,• �CJ ►� _ EL/MINA IL`• SPRINKLER HEADS /N PA ME'0 AREAS. � I 1 -0 TYP •I,i A i ��•• • r �+ r _l r r 4 a, •"r 't`a/+�oV' --'f�� frI' SUBMIT PLAN TO ENGINEER FAR APPROVAL. I .• a - .�-^'!I' S SANITARY SF.NCR P/PF TO BE A57?4 D-JOJ4, SDR-,JS 1 U ,• • wo O ' ' l .. . . . . . PER - ' RB " __7 P.V.C P/Pc. MINIMUM a MOVE s +_�'~- ' a _ 4.5 "�` J FEET. SLOPE ?� MINIMUM COVER CNR CURB AND GUTTER _�-- • �... -� ! L O PROVIDE J' ORIFICE PLATE NCLDED 1 _ - ,�, �•'. � � ! ''�' _ _'- - '�'"�"r, ter" •_ ^�, !, .. � tAP R REMOVE ` �, ..:+µ Cr �l 1 i.. `• I INTO CATCH BASIN ' CURB c1J Alk, Ot/TL£T P,P£ (�p,Q ! dc• - - ` --��- STORM Sk llil PIP£ TO BE DOUBLE WALL _ CORRUGA IED POIC YETHYI.ENE PIPE L e , Tip. M f._ , y'�0 1 r��--'"� ' - '� ADS N-12 OR EQUAL. 40'-o' 1 � ��(� ( F] ) CONCRETE SIDEWALK A/IO ORI VEiYAYS SHALL _ ,�0. ,` 5 ._�'"'` ," _ _ - ` B£ .Jn15/RUCTED TO WASHINGTON CO STANDARDS. _7 1 39 EX/S nNG FIRE HYDRANT `pe..•�CANS7'"(UCT 6 BEY H�► �140�4 U r � r _ New 5 wr PER � Y RE , - - A.�. TIE-IN AR,NG ' -�� SV 9 BULL MOUNTAIN ROAD 5TAT10NiNG AND PROF)L£ FROM -�REMO VE' EXIS 1' OE Bf N 1 I ., C ��o�sooM ee o RE I I E W SIFT 0 MEN BASS N CSV I 1 i L 26.�0 PUNS PREPARED BY BAIMA At HOLMBERG, INC. FOR \P p,VE A.C TIE-IN J ASND (,T O _ r _ F�, O BULL MOLIN TA/N ROAD IMPRO L'EMEN TS 1N CONXNC TION W TH DE VEL OPMEN T Yd �•_ O NOT EDGE N,78.27'29 E.� _._ - Rv S. G N� �d T OR CONS TRUC TION OF TEXACO GAS STATION. PLANS AVA/I-ABLE FROM WA. COUNTY D.L U.T. , .�---5 1 � ENS---,.. _ � F 6 ` GC Of p p,VEM + I q 2 l _ ED -._ + BENTLEY N0. 8Y DATE N�?�S �,zm C 1� , _ T THE KING CHURCH 1 •.3°� CHRIST THE KING LUTHERAN CHURCH BENTLEY ENGINEERING COMPANY 11305 S.W. BULL M ��' 'ARKING LOT ADDITION 2020 S.W. FOURTH AVENUE, PORTLAND, OREGON 97201 QUID 'AIN ROAD 1" 9 (503) 222-1525 FAX (5(13) 222-2996 C - 2 , TIGARD, OR 97224 PLAN LA VIEW PROJECT NO: 51`72-00 REVISIONS DESIGN GSC DRAWN KRL CHECKED GSC APPROVED SCALE NnTED DATE 4/14/92 14 OF 14 ..,•t�.:d __ .-.__.___ .-.,, .. __. ,.. .__.. ..._._... ._._..... .._ ...:A II�TH•L8 DOOAIh1�NT I SSI ESS .._., .. _.....,..•�. .. •.,a�e,* J II _ 11 �IIIIIIIIIP f • 111 r1rfir1rir 1 11 11IrII��, l.l� ll �llllll I III�IIII1111111 IIIII � ilill � l I Illlllilll � ili+ illlilill � l i � l �llll 111 APRIL LEGI13ft TITAN T1iIS NOTATION, I I I 4 I �j I g 1U 11 1 26 1 99'3 _ 1 1 � 1_ _•. __ l _ _1 . IV IS DUE TO 9'iiE QUALITY UF` -� , THE ORIGINAL, DOCUMENT. - _U101 ---T-- - _ £ tu 9Z LZ ZtZ Z 8I gI Lt 19t 9i bi Ei ZI tt III 8 8 L b 4 E �ZZ t�t.an InIIIi I11IIIIIIIIII1111111111111I11111111111111111111111111' iliiIIIIIIIIIIIII .T 11 II ,I �I I I I IIII I II IIIIIII II I 1UI t