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DUXImentation is important for all puxposes_ -staple documentation to form. 1 VEtWR NO. : MIT, MAW Z)VK MQUP-13-M) BY: C7 AVproved I-Zkdue'Wednesday 10:00 AM to A/P for checks by Friday. MTSCELLANEOM EXPENDrMUS. =1== Date Description, Invoice No., etc. ALX*unt No. Amount - '• ,t 10 zoo ?_0010, ,LL:)CO. $ Z Mi)_:age $0.255 APIMPRIMON BALAN(M: AS OF: (Up to $25-0f-) Section Manager Pl-uli. Njent ($25.01-2,500-00) Division K-uia( sx ($2,500-01-7,500.00) W-pt. Head ($7,500.01-j.5,000.00) City Admijiintrator ($JL-;,000-01- ?) Local Contract 14-3view Board ke/1501F �'l (�� '` ► I � �WJr�� ..1'�vrt�O�tS► _..--- �e.c � �1 stiv�ce_ l'�2."= _ � `^ '.��• 1 S ►next ye� � �+ti.�.� tw1�,w- tit A- c av�nA�JaJ`yi ret J o�S t . c� d cv I was ovt vkov\-e- e Wall 4 ffA A �,l cf,vu l.►Tn S" -T kV'-t JA: PQnU, !Awr��, IT ►�t�lws� uvt ___.._._ 3 2- �N&4e VW C+ t,�-oo wd.3 d,�...Q - J:t- (, Ok LyJ ISI O V 71 5 19�jo 'CITY OF TIGAA-%,'_) Leslie B. Hampton 460 Larry Ave. N. Salem, Oregon 97303 November 23, 1990 Mr. John Hagman City of Tigard 13125 S.W. Hall Blvd. Tigard, Oregon 97223 Re: Hampton Ct. Project MPLs 90-010 - 89-016 S.W. 132nd, at S.W. Walnut Dear Mr. Hagman; I am pleased to advise ycu that after about a month' s delay My street including its connection to S.W. 132nd, has been paved and completed. Apparently the paving sub-contractors have been very busy this fill . All of the Utility and Road work within the City Street Right-of-way is finished. As you know, I deposited $ 2,000.00 in rash as part of the processing of my road approach permit. T would appreciate the refund of my deposit as soon as is possible. John, I have forgotten whether you or one of your associates process the refunds. If this letter should have gone tc someone else, I would apprecite your transfer of this letter to the proper person. Thank you for all of your assistance during the last year or so that I have been planning and processing my project. Sincerely yours, Leslie B. tiampt iF 1.k cw�, IW Au ' IMPORTANT 11AESSAEiE FON - 0,47E /�� TIME M. OF RHONE ---- AfIF.A CODE NUMBER EXTENSION TELEPHONED PLEASE CALL I CAME M SEE YOU -Y WILL CALL AGAIN WANTS TO SEE YOU RUSH RETURNED YOUR CAU. SPECIAL ATTENTION 41 ME SAGE - SIGNED - - - LITHO IN UOIT—At OFFICE PRODUCTS TOPS 3002.8 and printers, Inc. 228.2395 nf'I'LICATICN - STREET IMPW 'RENT/EXCAVATION COPY TO: ORDINANCE NO. '74-14 (WHITE)-FILE (YELLOW)-INSP. (INSTRUCTIONS ON SEPARATE SHEET) (PINK)- -ITHER AGENCY-bldg I (BLUE)-APPLICANT APPROVED APPLICATION NO.: 437 NOT APPROVED ❑ CITY OF TIGARD, OREGON FEE AMT.. S _-_ 80.00 PENDING FEE. PMT. ❑ CITY HALL RECEIP Ie,- Z-os7_Q PENDING SECURITY ❑ PUBLIC WORKS DEPARTMENT BY_ DATE j2 / i/1� PENDING AGENCY ''OK" ❑ Application and Progress Record l0$ MAINTENANCE BONG N PENDING INFORMATION ❑ FOR STREET IMPROVEMENT/EXCAVATION AS REQUIRED X --� ANNUAL PENDING VARIANCE EXPIRATI NRATE:, a]; PERMIT NO 392-90---- DATE ISSUED: _ /��_[_`7<- BY. — (1) APPLICATION 15 HEREBY MADE TO EXCAVATE FOR AND INSTALL Pra.vate c d_Approach. Water.- line Street Cut; San. Lateral CUn Of 9t RIBED HEREIN. IN FULL ACCORDANCE WITH CITY REQUIREMENTS. APPLICANT _ Leslie Hampton 460 Larry Ave. N. Salem, OR 97303 # 290-2625 NAME ADDRESS - CITE—�-- PHONE CONTRACTOR Malar Construction Co. 4470 Sw lI� 1 Ste. y tQG QR g�Q�S 591-1675 NAME ADDRESS #_.-.31ZaVHi` 4 CITY .I T y-_�"'_97005 -_ PHONE E PLANS BY -_Burton Engineering 11945 SW Pacific Hwy. JL 302 _27223 063 -6116 NAME ADDRESS CITY PHONE EST!MATE'D IMPROVEMENT TOTAL VALUATION ( COST): S —3-LCKX -__ DOLLARS (2) EXCAVATION QATA: FDR 6-WF C FF USE MIN 0.04 X S 20QQ..0� s 80.00 ',rRLET DESCRIPTION �a _ PROGRESS & INSPECTION STA NAME '�URrACE CUT CUT CUT MATERIAL INSTALLED ITEM DATE REMARKS/TYKE BY -- TYPE LENGTH WIDTH OF-PTM ITEM 9 QUANTITY STREET PENED 132nd Ave see ttache - INSPEC- — _ -- _ R TION E Q U _ -- ESTIMATED STREET OPENING DATE. --�_ LEg ESTIMATED STREET CLOSING DATE: .J T _ E _------------_-_- �-- �._ D - _— STREET (3) SECURITY NO. SECURITY AMT. S 2000.40 _ CLOSED SURETY CO FINAL w,w� %7t=jQXIf I HECK X CASH -- ROND INSPEC. (Z ZD R . !,ec r (4) PLOT PLAN: INDICATE SITE PERTINENT PHYSICAL SPECIAL PROVISIONS /CONDITIONS FEAT'IRES: EXCAVATION LOCATION AND EXTENT. 1. ) Notify City �nS�tor (632.- 171) u - 01 U Carl Vieweg, 124 hrs. prior to I 1 I I commencing work in Right-of-way. ( 60#Wr4MS I 4 ( 22.) All work must conform to City URS `. _1 _',_ . .. _ _ standards & Specifications and loth fit• cl►€�jetalls- 132nd AVE. _ `�� - -L111(: control �ygr be;roviaed for at all. Limes; the public -- -- - _ street must not be closed at any time to through traffic. _ I Z -•Irk►. 1 ) A,_LEXCs'IM=,r must comolvwith QB.S 757.541 to 757.571 (utilitieq/ -- pre_vcation, (5) NOTE THE CITY OF TIGARD DOES NOT. HEREBY. GPANT PERMISSION TO APPLICANTS TO CONDUCT WORK WHER%tc RIGHT-OF-WAY JURISDICTION IS THAT OF WASHINGTON COUNTY OR THE STATE OF' OREGON. THE APPLICANT AGREES TO DEPOSIT THE REQUIRED SECURITIES, TO COMPLY .,ITH ALL PERTINENT LAWS AND CONSTRUCTION SPECIFICATIONS PERTINENT TO CONDUCT OF THE WORK. AND TO SAVE HARMLESS THE CITY AND EMPLOYEES AGAINST ANY 114JURY OR DAMAGE WHICH MAY RESULT FROM APPLICANTS ACTIONS APPLICANTS SIGNATURE 71C Y1 DATE- _ �� LESLIE B HAMPTC 0 .S�Gcl.Wj4l� 1527 OR SARAH K HAM, .JN P ' 460 LARRY AVE N ti` w=` dR 19-7155/3250 SALEM OR 97303 f "layer oflre�` 7 i d � 7 is/7�:� ^�; E .$.�"(o 9 lilt ---— ---�,� n":►an I llk ll" pn4 fsm _ .. v NO Nxlh 41.n conch m B.ssss ) !br'I,na,alt+r'>us 4•, F"r��- d P��`I 6 _1Pern� - '1: 325071521: LL21,15201159yu' '1527 + 1a > 161- 0 4 61f . r1FMn i f-R"'. .' LESLIE B HAMPTON r• lal At 0700 •DEJL—L—AE S AND 0011- AGE; r 1rITY OF TIGARD is � M,j t-.IdUy AlrwiG'at Ewwlu ltm•el Fkii1M Sinvrar'.cm�ani,Lr.,[.ngk!wofvl,Colonclu,-.• . � yk1y .M r dt '�� + ` Rrst M,M91piP flAr*110.{.[l9 ArKlo1+..CeFi�iu > �1�y 7 1: 1220371711:61 111046 i866995i1' IMPOSITY OF TIGARD RECEIPT OF PAYMENT RECEIPT r•10. :90-205719 I CHEC: ::. AMOUNT e 2080.00 I ME HAMPTON. LESLIE CASH AMOUNT '_1,00 E DPESS 460 LARRY AVE N PAYMENT DATE 10/11/90SUBDIVISION SALEM, OR 97':3':1.'- ��...r��1 OF PAYMENT AMOUNT PAID PURP05E OF PAYMENT AMOUNT PAID I STOMER DEPO W 2clo 1.1:101 PUBLIC. T MPROVE30. I I 2ND/WALNU-,- STRE=ET OPEN I NC t-Erm I T I III TAL AMOUNT PAID - - - 2,08-). C)o 01 Cj'Ivv zit M t. ,,'j 1 Jvtc`, G � �JM�1M�.KJrS JVIA Leslie B. Hampton 460 Larry Ave. N. Salem, Oregon 97303 October 9, 1990 Mr. ,john Hagman City of Tigard 13125 S.W. Hall Blvd. Tigard, Oregon 97223 Re: Hampton Minor Partitions 89-016 1990-043 S.W. Walnut at S.W. 132nd. Dear Mr. Hagman; As we discussed Friday, October 5, 1990, the improvements that I am constructing on my above referenced property are private not public. Those facilities are a short section of private road, private sewer line extentions from existing sewer stubs to serve interior lots, and a private storm sewer to serve my lots. As we discussed Friday, and have discussed on two or more prior ocassions, you review plans for construction within public rights-of- way. Unfortunately my private street plan was submitted for review by Mr. Dennis Smith of Burton Engineering, I thing out of habit. Knowing how busy you are,I apologize for taking your time for a needlesG review of a private road. I hereby withdraw that plan from review. I have asked Mr. Smith to prepare A road connection detail showing the work to be donewithin the right-of-way of 132nd. to connect my private street to that City Street. I understand that Mr. Smith used the Tigard Standard approach detail for the connection. I plan to submit it to you with this letter and respectfully request a prompt review and issuance of my Approach Permit. I will submit a cashier ' s check covering my Bond for the completion of the work w.itin the City Street, and will of course pay the fee. I am not ignoring your concerns set out on the marked up plan. Many of those concerns were addressed during the two Minor Partitions of my property, for example: 1 . I was required to show how the lots would be served by all utilities and prepare easements for the routs to be used. After approval by the City they were recorded. 2. I was required to prepare Joint Use and Maintenance Agreements for the steet and for the stormsewer. After approval by the City i recorded the agreements.. 3 , In lieu of street improvements to 132ns. Ave. ; I was required to give up existing accesses to S.W. Walnut] to dedicate a strip along 132nd. ; to dedicate right-of--way to S.W. Walnut at m,, flag lot Access to the Easterly portion of my property, and to prepare a non- remonstrance agreement, directed to any improvement of 132nd, and forever binding on my lots. Any lots abutting my new priate street are to be accessed from that. All of these were prepared on City forms approved by the city and recorded. Most of your remaining concerns have been reviewed by and approved by other public officials. Deputy Fire Marshall Gene Birchell approved the "Hammerhead". A copy of his approval is in your file. Mr. John Miller for the Water District has approved the waterline to serve my property subject to a relatively minor agreed on chancre. The waterline will. be pixblic Mr. Miller also approved the form of. Public nun-exclusive permanent waterline easement over my private street riqht-of-way. The easement runs in favor of the Tigard Water District and has been recorded. The private sewerline extentions and the private storm sewer, detailed on a different format were reviewed by and and approved by Mr. Brad Roast and his Department.. After payment of the appropriate fee, Mr. Roast issued a plumbing permit covering both installations. Mr. Roast ' s inspector has been inspecting the work as it progresses. Mr. Roast has been very helpful on the environmental. But for his early comments, I may not have included a bid item for that function. Because of his prompting, I also insisted that the protective devises be installed during the .initial phase of the work. Some of your Comments relate to the distinction between sub-divided lots and those created by minor partition. As you know the latter pro- cess does not involve a grading plan. However the builders for each lot will ,,ubm.it a site plan prior to obtaining a building permit. I hope I have answered at least most of your questions. If you need further information, please contact. me. So far the weather has been kind to me. The under.gruung work will be completed in two or three days. Fortunately the portion of the street outside the street graded and much of it is rocked. Naturally I want to complete the word at the earliest possible date. Thank you in advance for your help in expediting my approach permit. Sincerely yours, Leslie B. Hampton CC Mr. Brad Roast Mr. Greg Berry Mr, Dennis Smith ion11 p ro N STREfX AC-cecs (E,y,� BURTON ENGINEERING & SURVEY CG. SHEET NO OF-L----- 11945 F __ _11945 SW Pacific Hwy. #302 CALCULATED BY �•C DATE TIGARD, OREGON 97223 (503) 639-6116 CHECKED BY _ 1.S _ DATE�Q 9 SCALE L-C-� Cx) N � 2 3 s 1-30 r ..... .a... f END OF CURB 2' t_7 LT R T---- LL2 v., W I ,c. I Cot' SQ .TALL FH, Asst: Y f{ / 0, INss7'l� REr viceQ r \ �' / I ti E.P. ^a — — —E.P. Pf: C ,� �N� � `SAW GUT Gx151'INc� E:R J 13AE_ � FROM WE-LO PT To PT UK CONSTRUCT NEW DRIVEWAY APPROACH TO CITY � COUNTY STANDARD Dw- 205 64,74r,4��) TYPI CAL PLAN A.C. DRIVE WAY DETA I L -TN%TALL `,F ............. PC.Rl0.VVEe� O.T. W,L, L...... �..... ...... S.kl. 152." — AVE �tv _ I 114rglL 0/ , E.P O F T� :T STALL LwE 1-AP POP G aeW L'' C�aA1u�c-Tlo►1 Tr YeX%3T l Na 8" �, L A9 iMM t 92/1 t MMCF 116 •• o.a wm 114li to OM A01F IOIl rFrl 14M rn tm �' a hard j"p-Of /� r-P_'N/rt�i MIN. 3" A c IN 2 L-IFT•5 -- sAw cur — STREET AREAS I OUT OF STREET AREAS --_. EXISTING y� � SECTION RESURFACING / 2.OF 3/A 0.. °• CLASS A • v • BACKFILL qo * . . , ' v CLASS B 3/4t-0 GRANULAR U BACKFILL 0• o . 4. . o O v ' 1=-, Tltl I - • 0 1 - n •o yi Z (0 . • ° o• ° •o . CQ cn O 1 NtLi CL -A-- Q- q-$4 -o , ° o • Q a ' j -•--rte- D . . cD o Z_ 5. - T •Q Q =� • O • 7 •O • R , Wo •• O ca . e • • o PV PE BASE BACKFILL IN STREET AREAS 1.IF S1W 13 AGAINST CURB, FILL ROC•% TO BACK OF 3/W 2.IF 3/W 13 NOT AGAINST CURB, FILL ROCK 2'BACK FROM CURB PIPE BEDDING AND CITYOFTIGARD BA.DKFILL_DETAILS OREGON DE516N e-Y APPROVED 13Y DRAWNits (��! GA RI3 SCALE C)A rE riPwA1NG No NT5 8/3083 S-2 PROPOSED EDGE ' 2"CLASS C"A.C. GF SHOULDER 4 2 0 PROPOSED EDGE ~ I G m SLOPE OF PAVEMENT � � ac W O Z O = C OW < O 2 O d n O at W TYPICAL SECTION " A.C. J az I I aac 2N 0 PROPOSED EDGE OF SHOULDER / 4 2 -0 �-----PROPOSED EDGE SLOPE /ARIES OF PAVEMENT I a TYPICAL SECTION Q �� z W J Q GRAVEL DRIVEWAY s ; sol TYPICAL PLAN PROPosEo EacE _ OF SHCIULDER PROPOSED EDGE A.C. OR GRAVEL DR,VEWAY OF PAVEMENT, *UNLESS VARIES 4 — OTHERWISE NOTi=D GR s 10% SEE DWG. NO. OW-2.02 `! � TYPICAL SECTION ALTERNATE ^WASHINGTON COUNTY DRIVEWAY DETAILS F % DEPARTMf EN OF LAND USE FOR AND TRANSPORTATION NON — CURBED AREAS DATE CIVIL ENGINEER WN APWA NO. WASH (;OUNTY NQ C��`�G-8S NONE DW- 205 I I M _ IL � i �Y,r L'J • 0 ` 9IV x Woo ti 00, , I r � 1 fo `'`N~ �� ►I X11 v � d � nor ^9��9 C o Q •r a Yr44 le 1 0 4► �I �• �+ ? �,� 1 �� OYI� �'C•� � � A`P l.�' 1 r "—T I ' I Sze i 5 �� w met M►1_l12#aus i f� ._...,. .� C S f A 1� D1R.fJIH�.lire.S�~k�� OMt MN11�e�.L�S. �111� 1 I —7i; goo.: '800': 602' I '80a: Flo 7+&0 Lw?.SIF 25 LP .I / (,�Z6 01 25 Lr �� meq" vW� / ex 4" 1EE , p ULV. I 12 CUL% 40-G -" „ WALNUT --ST-a Z 09 r i �o Cz- vJo�►c. t►J � �� -_ o LOXL0Ur %r". 1 —1 C4 ©F'- WA`('/ o � , .;7 � -c �o/4 190 ( l C��11e.A v� .ice C..7AVA V\t OiA C6 f CITY OF TIGARD \ OREGON October 4, 1990 Mr. Le© Hampton 460 Larry Aven. N. Salem, OR 97303 Re: (MV? 90-0010 & MLP 89-16) Preliminary Improvemenet Plan Dear Mr. Hampton: Atta:hed please find one set of public improvement construction plans; said plan having been provided to the City for preliminary review. Our comments are noted thereon. Please have your engineer make all necessary revisions and then re-submit two sets to this office. Also, attached, please find a handout which further describes the aforesaid circulation and rciviet: process. Sincerely, i `—_ John S. Hagman �• Engineering Technician dj/doc2.mst eI closure 13125 SW Hall Blvd.,FO.Box 23397,Tigard,Oregon 97223 (503)639-4"71 -- -- — 2,8 - ga -QWyw / > w--« v �o �?�t 4 aa � Vl•� ° rev 1.v ," Vol i W� pry �/N. ffrf3� ifl�1�! /M9 / 'o ` ('cr:r*&AFj mss' �f 7i�lsrs.�.a �t� / / t1 �.W/�I A CZArt *k 1 Sl✓�L� � 825 , � t�e..M g�M-�tG1.•1 V%A-z L 2 civ 2 1 �r , P aVIfV :►4lt tviALAR CONSTRUCTION, INC, 4470 S.W. 1 loll,Suite 317-Reaverlon,Otegotl 97005 503-591-1675 Page No. 3 or 3 Argos raorOSAI S01101111110 to ►HONE OAIE ME . Les Hampton 390-2625 9-26-90 � sietri—�--� -- 460 Larry Ave N. )08 NAME 1lampton Vartition CII►. SIAI[ AND%IP con( 101 IOCAl10 Salem, Oregon 97303 732nd 6 Walnut, Tigard, ORegon ANC11111C1 OAIt Of PIANS 10!Pt10NE —2 —90 w.h..rhr M•Mmt In h��.th iwtMruN n.d 1�bnr tecetlNy la tin eel !@%"a# IiAMP r uN I'Ak i I I 1 UN Nu I E5 I . All fii 'l material to come from on site. 2 . All extra or unsuitable excavation to be disposed on site. 3 No staking or engineering included . 4 , Utility price assumes approx 500 It trench arid backfill , one conduit crossing arid one vault . No road boxes of, offsite trench included . ermi is or gds irk luded . 1 6 . value of road work in street r/w approx � 1 . 5UU . UU .� - based on road plan by BurtOm Eng i riser y ng marked "1>1'e 1 iminary•" . arid on Ut i I i ty plan and profiles drawn by Les Namptor► dated July 24 . 199U . H . Excavation price is based on cuts/rills to subgrade. if additional excavation or imported fill is required because of unsuitable material , additional excflvatiorl wi I1 be paid at unit price and additional rock fill will be paid at unit unit price for base rock. 9 . All work pertormed within the month will be paid for by the IUth of the following month. WE P110t'USE still Iebet eatlltbU In eteotdmtee with rheve tpeellleellont,lot the fleet of: nifty six thousand nine hundred thirteen dollars and 13 cents r=:�.,,•„ i;s;;Maa r 10110MI dollar.it_56,913.33 1 All rnraleil.Mh�Imenlnndbl�Mp wpk��,��MeNArelmlNelwolRmen Nor mrlrvMr M rt>.t1hv1 M g1ee111eM1o1y r�ANRd.�1NMNANd PleeNces I1eh,e1MlMltrf eft Arlholfeel .Inv1�11nn damn ellnve gKcNlceNolM bwetvhq eche t:09lr will be em-OW fNllr uroll wtDIM1 tlpulr11 e„dol f, t d war M•eon»en sibs dte'r oust and above Ow GOOMMe M I pont Irm'M.0.ef•accMetNr or del a e1110MtrIllf e�AM1 ----- ^I'M��"'nf�My�/alaftler Oa ttaMpf MMYnnd ever oonMd b e1111 lite.IottlMo end Now till rep u1 rlep�l{� / a-wo hI"event +tlMw, rlllhtovettldbp Wotettlen'fCettKtetNeNonhlrur• •IMNewr h N N met aeetplaa wlthla dart Iplq he�anef neeerfmy lite 1ollteedl d N1b Apeemeol.NN pethgahtq P' Ir 101011 he enptled to an ewtrd of tome olalor,elhnnny lee,11f eM M Ird by Db MIM evflnl ""W 1n1e rMt.ht Nie eveld of en st"ol. ACCEPTANCE OF rnoresAllite ab Ifnnt rte trfltlfcto/ ove Prim. 1peellieellon/ end condi- y endMr herebyaeerplsff.Vou ere rulhetlted to do the wroth tt Intetlledhtymenl will ba mrdt at outline above, v tleaflM Deft A Arttplerer ——�— tlrtrhn BURTON ENGINEERING & ' ZVEYING A`7ovogo 302 Tigard Plaza TIGARD, OREGON 97223 LETTER (503) 639.6116 Ul —Z-5 q O -T Date p 10 c� 1 f y b� I l7/'1F-�—' Subjec Pf'--\yA l C— F-d D n t—/a N t-1 S �N• 13� 'v° � S w. HAOMAN WALNv-T NS t-A Tom.D C-RE W I-T 11 F, XL, -)F j,Pf'RoYAc �-t.)V(-_ SETS cl F 71-1 E P 12-1\ F\7C fp-c)a n PNP )AEAD C-5I �N Fu IP-- LC-5 HAhnP, r n P [[)) P 25 19,10 v C1 I Y OF TIGARD s1ONt [_1 Please reply [] No reply neceeasr/ �,� � CITY OF TIGARD NOTICE OF DECISION MINOR LAND PARTITION MLP 90-0010 LESLIE B. AND SARAH K. HAMPTON - APPLICANTS/OW,IERS APPLICATION: The applicants request permission to divide 30,370 square feet into three parcels contairinq_ approximately 10,008, 11,075, and 9,297 square feet. Location: near the southeast corner of S.W. 132nd Avenue and S.W. Walnut Street (WCTM 2S1 4AC tax lot ].200) . Zoning: R-4.5 (Residential, 4_5 unite/acre) . DECISION: Notice is hereby given that the Planning Directors designee for the City of Tigard has APPROVED the above described applications SUBJECT TO CERTAIN CONDITIONS. The findings and conclusions on which the decision is based are noted below. A. FINDING OF FACT 1. Background The subject property was annexed to the City in December, 1988 (Boundary Commission Proposal No. 2550) . A minor land partition on an adjacent tax lot and a lot line adjustment on the subject tax lot waq approved in November, 1989 (MLP 89-16/M 89-22) . No other applications for this property have been reviewed by the Planning Division. 2. Vicinity Infozmation Parcels immediately to the east, south, and west of the subject property are zoned R-4.5. To the north the zoning designation is R-25 (Residential, 25 units/acre) . Southwest Walnut Street, a major collector, is just to the north of the subject property and S.W. 132nd Avenue is to the east. 3. Site Information and Proposal Descripticn There is a stand of fir trees on the southern portion and a few deciduous and fir trees in the center of the subject property,The remainder of the property is vacant. The applicants intend to divide the subject property into three parcels to be used as sites for single-family dwellings. Access to 132nd Avenue for the two southern parcels is provided by an access easement created by the previous minor land partition. The third lot will have a driveway onto SW .1_32nd Avenue. i NOTICE. OF DECISION - HAMPTON - MLP 90-0010 PAGE i r C-1,0C) �T10C- I SI c)t-4 1 4. Agency and NPO Comments The Engineering Division has the following comments: The applicant proposes to divide a 0.7 acre parcel on SW 132 Avenue into three residential parcels. liindinq_s: a. The parent parcel was adjusted by a previous application (MLP 89-16/M 89-22) that also provided the utility easements, accessway, and right-of-way dedication required for this application. b. The Bite abuts SW 132nd Avenue, a local street. The required right-of-way width of 25 feet from centerline was provided by the previous application. C. Fach of the three parcels abut to SW 132nd Avenue. However, the two aouthern parcels also abut to a 30 foot wide accessway created by the prior application. d. Sanitary sewer service is available from an existing line in SW 132nd Avenue. The Tigard Water District noted that they will require a six-inch water line and fire hydrant at SW 132nd Avenue and a four-inch water line must continue east along SW Hampton Court to tax lot 1502. The Building Division commented that if any buildings exist on the parcel the utilities need to be located and provided with easements if they cross property lines. They also point out that a private storm line needs to be provided and have submitted a copy of the plan showing where the storm line should 5e located. Portland General Electric, Fire District fl, School District 23J, and Washington County have -eviewed the proposal and have no objections to it. No other comments have been received. ►3• ANALYSIS AND CONCLUSION The proposal meets the minor land partition criteria of Section 18.162.040 (Partition Approval. Criteria) . It complies with the City's Comprehensive Plan and all statutory and ordinance requirements and regulations. Adequate public facilities are available to serve the proposal as discussed in the Engineering Division and other agency comments. All lots created exceed the 7,500 square foot minimum size and 50 foot minimum width requirement of tha R-4.5 zoning district and the proposal meets city and other agency standards. NOTICE OF DECISION - HAMPTON - MLP 90-0010 PAGE 2 1 Access Parcel r (see Exhibit A) created by the subject partition has direct access to 132nd Avenue. Parcels B and A, as well as the 3 parcels c-3ated by the Previous minor land p'.rtit-ion (tax lots 1500, 1501, 1502) are to be served by an access easement. Creation of the easement was required as a condition of approval of MLP 89-16. Staff is concerned about how the paving of this easement will progress. One p( ssibility is that the applicant will provide a 24 foot wide paved area along the length of the easement prior to construction of any dwellings. This is the option preferred by staff; however, another possibility .is that the access easement will be paved incrementally as the individual dwellings are constructed. There are significant problems inherent to selecting this second option. For instance, each of the first two homebuilders would have to provide a 10 foot wide caved area within the easement to serve their respective dwellings. The third hcmebuilder, however, would have only to provide an additional. 4 feet of paved width to bring the access into compliance with the Code requirement to provide a24 foot wide paved area for an accessway serving 3 to 6 dwelling units. Succeeding homebuilders might be responsible for paving only that portion of their access that extends from the end of the easement to the individual garage or carport. The problem with this option in that the distribution of costs may be uneven and could result in conflicts that might interfere with providing adequate access to all new dwellings. Therefore, although staff encourages the applicant to pruvide the required paved burface prior to development of any of the parcels, we provide the following information from Code Section 18.108.070.A concerning the minimum paving requirements for residential uses that must be met prior to occupancy as the parcels are incrementally developed. Please note that where the access easement serves less than 3 parcels, as is the case where the easement turns north and serves ta). lot 1500 and Parcel B, the paved area may be reduced in width to 20 feet. Number of Minimum Number Minimum Pavement Dwelling of Driveways Width Units Re3uired 1 1 10' 2 2 10' or 20' 3-6 1 24' (curbs and walkway required) In addition, each residence must have a paved driveway at least 10 feet wide that extends from the end of the access easement to the garage or carport associated with each individual L-118e. NOTICE of DECISION - RAMPTCGN - MI.P 90-0010 PACE 3 1 C. DECISION The Planning Director's Deal- pe approves MLF 90-001.0 subject to the following conAltions: CONDITIONS 1 AND 2 SHALL BE MET PRIOR TO RECORDING THE MINOR LAND PARTITION WITH WASHINGTON COUNTY, CONDITIONS 3 AND 4 SHALL BE MET PRIOR TO OBTAINING A BUILDING PERMIT, AND CONDITIONS 5 THROUGH 7 SHALL BE MET PRIOR TO OCCUPANCY. 1. The agreement required by the previous application (MLP 89-16/M 89- 22) in which the applicant waived the property owner's right to oppose or remonstrate against a future Local Improvement District formed to improve SW 132nd Avenue, shall be referenced on and shall be comp part of all applicable parcel deeds. STAFF CONTACT: Greg Berry, Engineering Division, (639-41'11) . 2. A partition survey plat and an outbound description shall be submitted to the Engineering Division before recording. The plat shall clearly show: a. The access easement as well as ownership and maintenance reeponsit-ilities, b. The private sanitary and Storm easements, and C. Any public utility or sewer easements. 3. An erosion control plan shall be provided as part of the building permit. The plan shall conform to "Erosion Control Plans- Technical Guidance Handbook, November 1989.11 STAFF CONTACT: Brad Roast, Building Division, (639-4171) . 4. A tree removal permit shall be obtained prior to the removal, of any trees with a diameter of 6 inches or greater at 4 feet in height. STAFF CONTACT•: Vi Goodwin, Planning Division (639-4171) . I 5. A private storm line shall be provided in accordance with the requirements of the Building Division prior to recording. STAFF To CONTACT: Brad Roast, Building Divinton (639-4171) . 106011 6. The applicants shall provide evidence that water lines have been 61,5WA/Y( G installer in compliance with Tigard Water District requirements. STAFF CONTACT: Brad Roast, Building Division (639-4171) . 7. Prior to occupancy of any dwelling except t:hut one which will be constructed on Parcel C (see attached Ex1ibit A) the access easement shall be paved in accordance with Section 1F,.108.070.A of the Community Development Cade (refer to page 3 of this report for details) . In addition, each parcel shall have a minimum of a 10 foot wide paved driveway to serve the associated dwelling. STAFF NOTICE OF DECISION - HAMPTON - MLP 90-•0010 PAGE 4 CONTACT: Brad Roast, Building Division (639-4171). THIS DECISION IS VALID IF EXERCISED WITHIN 18 MONTHS OF THE FINAL APPROVAL DATE. D. PROCEDURE 1. Notice: Notice was posted at City Hall and mailed to: X _The applicant and owners X Owneru of record within the required distance X The affected Neighborhood Planning OrganizacLon X Affected government agencies 2. Final Decision: THE: DECISION SHALI, BE FINAL ON 7/3/90 UNLESS AN APPEAL IS F., 7,D. - 3. Appeal.: Any party to the decision may appeal this decision in accordance with Section 18.32.290(A) and Section 18.32.370 of the Community ')evelopment Code which provides that a written appeal must be fil _1 with the City Recorder within 10 days after notice is given and sent. Appeal fee schedule ar•d forms are available at Tigard City Hall, 13125 SW Hall Blvd. , Tigazd, Oregon. The deadline for filing of an appeal is 3:30 p.m. JULY 3, 1990 4. Questions: If you have questions, please call. City of Tigard Planning Department, City of Tigard City Hall, 13125 SW Hall. Blvd. , Tigard, Oregon. r � / t PREP RED BY: ill. R. Goodwin DATE Assistant Planner APPROVED BY: Keith S. Liden DATE Senior Planner NOTICE OF DECISION - HAMPTON - MLP 90-0010 PAGE 5 TQHsW _ 16Np `v AVE S.W. MART ST. -CF) S. �y / 3' i1Sf i Hca CO I � a � NALNUT ST. `A r S.W- MARIE CT. _ 3p ui aL A IN o -- n S/ T Q r w ry - 3 1 WAY Y1 N W p NCNVIEr 5� 3 w z - z _3� c ^ J IAA INN T 5-rk` c7 T M GP 90 -/0 - 14AMP701d PARC E L C MLP cj0 -/b Ld rL Q �RQC�L. L S T i So 0 mLP 90 o T<IX L 0 T l SD 2- 112 v TM LDT ISD l p p (n)c P mL P qn- 10 REQUEST FOR COMMENTS May 24, 1990 -0117!a TO: Engineering Division FROM: Tigard Planning Division RE: 14LP90-0010 HAMPTON MINOR LAND PARTITION MLP 90-0010 LES HAMPTON (NPO /7) I A request for. Minor Land Partition approval to divide an approximately 30,370 square foot parcel into 3 parcels containing approximately 10,008, 11,075 and 9,297 square feet. ZONE: R-4.5 ;Residential, 4.5 unite per acre) LOCATION: A 272 foot frontage on the east side of SW 132nd Avenue beginning 85 feet south of SW Walnut Street (WCTH 2S1 4AC, tax lot 1200) . Attached is the site plan and applicants statement for your review. From information supplied by various departments and agencies and from other information available to our staff, a report and recommendation will be prepared and a decision will be rendered or, the proposal in the near future. If y.-)u wish to comment on this application, we need your comments by 06/04/90. You may Use the space provided below ar attach a separate letter to return your comments. If you are unable to respond by the above date, please phone the staff contact noted below ji.th your comments and confirm your comments in writing as soon as possible. If you have any questions regarding this matter, contact the Tigard Planning Department, PO Box 23397, 13125 SW Hall Plvd. , Tigard, OR 97223. PHONE: 639-4171. STAFF CONTACT: V k,_J 6 PLEASE CHECK THE FOLLOWING THAT APPLY: We have reviewed the proposal. and have no objections to it. Please contact of our office. Please refer to the enclosed letter. Comments: Name of person commenting: Telephone numbNr: _ 7Q1.ACW � AVE A. A. S.W HART ST. c L 1 N �3 ruTc�� .� v��IST C G Q 2 I WAL NUT ST N MARIE CT. l W o d N ' -- I ,SIT fill L Q N �n r\ UAY �3 p�NCHVIE W i Uw � X n_ � 2 m - 3 Al ;.eslie B. and Sarah K. Hampton 460 Larry Ave. N. Salem, Oregon 9730' May 14 , 1990 MLP Notes 1 . Dedication of a 5 foot strip along S.W. '132nd, was accomplished per. MLP 89-16 order. 2 . A ncn-remonstrance agreement binding T.L. 1200 and regarding future improvement of S.W. 132nd, and S.W. Walnut was filed per M.L.P. 89-16 order. 3 . Proposed lots A. and B are subject to the Roadway Joint use Maintenance Agreement filed as Instrument #89--59889 per MLP 81--16 order. 4 . Proposed lots A,B &C are subject to the Storm S,�:wer Joint use and Maintenance Agreement filed as Tnstrument #89-59890 per MLP 89-16 order. 5 . Easements for the roadway and utilities route and for the storm sewer route that will serve proposed lots A,B&C are of record and are shown on the application map. 6 . Requirements for the construction of the ,treet and sidewalk that will serve proposed Iota A,B&C are set out in the MLP 89-16 order. 7. Most of the trees on T.L. 1200 are on the South -2y feet of the West feet of Proposed Lot. A where there are -7-Afir trees, from winches to.20 inches in diameter. Those trees and the few trees on proposed lot B are shown or. the application map. N R rrn P T—o Cc 7 " , r✓ r rj ti - S' T nl 1�,F r �i ti'd G r n A d- V/3' -h l l�� ho T tx C H 1171 E / o C> f e, rJ FI) 1 PA1 1 � 1,,9iJ 1 �,1 1 r �F 11c.,H.ttu PLANNIN(z DEPT L W UT------------ - -- — 27' Z9' .44 w" so O E,c1ITIWG tri' I - - )�'-y � FlEt.p• E.- W• O O Ri STORM &NP SANITAY I b y 'FEE- t-10. P 8-4 3 910 dJ /y? f Z C 1,, -- i T4 _ 13f00I o V-( v e Al nJ o 0 J o Z 507 29'x4' 1=r^- 127.3'�� Fe` No a00Z,94C2(j LD o z. M � z 0 �- r T L - 1-2 oG - /Cl 008 SAI -�,^ ��.,ce 1-11 L4- . `n 1 R IIC) rJ 'rr1 N FCe ISO Gig ' 'J1,}03 .D /O £J0 CSG' ca�J''1�110. O0' N •� I-- &1 44 I�� oo e i ,�l W c 0 14, lip' � t: �• �: �7 Z 3�' DWS^,r ? ` atio t t r U1 tv t1J ANS ' 'TILI'TIE o r J CS ti �Ea:�EMEH7 I �ll� fi�c67° i ii Q44'E 1,Z, 110 LL, .44'I N" - 4ig 5...�4 $7.oC' 5 ��" 2y'4•�"E Z "� �,rn, o � TOX — 2 I i} SCJ FT. 0199 SO PT rc-e S 1� 3 • I _ �P o A x L o-T r N Io6J r N 7 .S n W a -_ � � pROPC�EV - Iv S1oR/K p ` , (YJI EWER EASEME►JT _ ��•�6- 81'Q� .� Io w(Vei--.j Pl.AlfTIc :.AP 5-TAMrfm-D hFC�p FSR S R. OE.L.D For? RM/ FeE NO MG,04g71-5 Leslie B. Bampton 460 Larry Ave. N. Salem, Oregon 97303 May 17, 1990 Keith L. Liden Senior Planner Comm. Dev. Department City of Tigard P.O. Box 23397 Tigard, Oregon 97223 Re: Leslie B. Hampton MLP Application (MLP 90-10 ) Tax I,ot 1200 Map 2 S 1 4AC Dear Mr. Lirl?.n: On 'lay 3, 1990 I attended a pre-application meeting with Ms. Viola Goodwin regarding the above referenced Minor Partition. Tax Lot 1200 has 2.72 feet frontage on the East side of S.W. 132nd, beg-rining 85 feet South of S.W. Walnut Road. Ms . Goodwin reintro- duced the possibility that I would be required to make a street improvement to S.W. 132nd. That possibility contradicts statements made to me (luring the minor partitioning of TL. 1500 (MLP 89-16 ) . At that time Ms. Good,.%in stated and quoted you as saying that the many requirements I had to meet were "inlieu of street improvements" . Early last week I asked Ms. Goodwin to arrange a meeting with her, you, Greg Berry and I . She reported back, that prior to a meeting you wanted to review ba, Kground on my property, including prior land use actions by Washington County. I have that informa- tion and she said it would help .if I supplied it to you. My father bought-. this property in 1937, origonally six acres. fie and my older brothers built a house on it: in 1936 . 1 acquired TL. 1500 from my father in 1966. My sister owned and had a s-ile for TL. 1200. Washington County would not issue a septic tank permit . I bought it from her in 1976. I acquired TL. 1300 from the estate of my brother, Clifford L. Bampton in 1975 . Thereafter the property was dormant, except that another brother lived in the house for several years, rant-free. Because of "depression years materials aril standards" and the lack of a foundation, it was not feasible to remodel the house. Att . -1 - shows the origonal con- fijuration of the three Tax Lots . Then Benchview Estate ' s planned construction of a sewerline in 132nd. made the development of my propri-ty possible. In late Jul; 1988, I asked Washington County to process a minor partition of a portion of my property. Planner Bob Cone refused to do so, stating that the City of Tigard controlled the sewer and was planning to incorporate my land and other properties in':o the city. After protests by me and considerable discussion, Mr. Cone pointed out that a simple lot line adjustment would create a lot that could he sold when the sewer was finished. (Unfortunately it took 18 months to sell the .lot, probably because of the gasline controller on the corner of the lot. ) Att. -2- is a copy of the permit_ that allowed the transfer of all but. the Northerly 85 feet TL. 1300 to `I'I:. 1200. After further discussion with Nlr, Cone, I also transferred a portion of the enlarged TL. 1200 into TL. 1500. This would allow three lots from TL. 1500 to be accessed from S.W. Walnut over m�r deeded access lane. It would also allow three lots from TL 1200 with frontage on 132nd. Atc . --3- is a copy of the permit for the second lot line adjustment. Att. -4- is a map section showing th three tax lots after the adjustments. I recorded the appropriate deeds . Because of the county ' s refusal to partition and the slow pace of the incorporation, 1.988 was lost for further development. Last year TL. i500 was divided into three lots under the MLP 89-16 pro- ceedinr. At the pre-application meeting Mr. Jerry Offer strongly recommend that I abandon my S.W. Walnut access and bring in a street off 132n(J. I finally agreed to do so, a mistake on my part. I have narrower lots on 132nd. and will have a wider higher standard street to build. The more isolated interior lots would have been desirable to a segment of the market. I think Mr. Offer ' s early impression was that I was evading the subdivision law. I war, " up front" with him from the beginning. I simply could not afford to go that route, then or nrw. We sold my wife ' s car to helpay they $4, 000. for the-sewer stubs in 132nd. and in Walnut . I had checked with a Tigard Engineer, who quoted a fee of $14 ,n00 for subdividing my lots. Ev-n if subdividing was desirable it wasn ' t economically feasibIL. It has been a struggle to pay the high taxes and the substantial costs incurred to date. There were no bad motives. In summary, when MLP 89-16 was processed I w.-is required to dedicate Five Deet. along 132nd. when TL. 1 .500 did not abut . I war, also required to dedicate. 13 feet along Walnut, togeather with ali access thereto. I had to sign a non-remonstrance agreement regard- ing future devel -pment to both 132nd. and Walnut . It is inconsis-- tant to require a street improvement and to deny me the right to object to any future developments that assessed additional costs to mc. When I saw the proposed final order I voiced objections to Ms. Coodwin and argued that many items were premature at best. I asked that the matter be submitted to you for review. I then re- ceived the above mentioned assurances that the many requirements were "in lieu of a street improvement.". I urge you to stand by that. committment. I also ask you to consider that: Page -2- 1 . This in fact is a minor partition. Ms. Goodwin told me the policy is that street improvements are not required. 2 . Mine is the only small undeveloped property along 132nd. It is one thing to spred the cost of a street improve- merit over 10 acres or more of lots. It is another to impose a very heavy cost burden on only six lots. In view of the sloping ground, widening 132nd. will be heavy expensive construction. 3 . .A widening of 132nd, will pave over a major gas trans- mission line. If the line has to be coved and it is possible to do so without control of the property to the North and South of mine, the extra cost added to the street widening costs and the substantial land develop- ment costs could e.,•ual or exceed the total net sales price of the six lots. During a widening by a LID, the gas company would be required to move the line free. 4 . Except for my parcel , the first 750 feet of 132nd, is developed with single family homes on both sides. It is unlikely that- the sect:ioi of the street will ever be widened. It would be difficult to again rebuild the steep driveways ori the West side. The existing pavement is as wide as Walnut 's. Even if all of the vacant land along 132nd, was developed, the traffic generated would not require such a widening. In conclusion, we have dedicated our share of right-of.-way-•- cur neighbors will by paid. We have agreed riot to remonstrate against any improvement to 132nd, or to Walnut. We have cooperated with your department during the oroceedi.ngs . It is fAir and equitable that we be required to pay only our fair share of a street improvement when and if the improvement is made. Adding stree` improvement costs to other heavy develor •ent cost will take most if not all of the potential gain from the net sales price of the six lots. If I can supply further information, please call on me. Sincerely, Leslie B. Hampton CC Viola Goodwin Greg Berry ( 4, N 2j', v R.E s 87'29' 44"E 521.0e zoo 40' 120' TR 40 30 AC = 13p0 .1 1 1400 t:ot 24►1 lens Z 1 .46 AC. 1 1800 JO AC. �1 j Q 1 � 1 fV b I 1 N fA n 120, 188.17 / ' N .053-" Imoo na 400 i s3 AC. g 'p .46 AC. 51' `+ N 1200. I.46 AC.r� � I __ W 4 T (CS. 12,821) 113 (CS 6634) 1700 500th 147' �y ( C.S. 16,575) $ .46,1C N C I t4a' N 1100 1600 .340 AC. a Oj AC,24 1 N 600 0 100 0 49 AC. I b� 10 0 (C.S. 12,128, 01 % 10�.�1 rt0 N I ' ) y' .5WA „ 75AC. I ' 9QAC(O� ?2,4C'9) G - 00 bb. (C.S 15,675) N 89043,E0°r ,,�ryry, v/ SEE MAP I 40' 2S 1 4 AM&I WASHINGTON COUNTY DATE DEPARTMENT O' LAND USE AND TRANSPORTATION LAND DUVELOPIAENT SERVICES DIVISION 160 VOR "H FIRST AVENUE CARE FILE NO.: C\ HILLSBORO, OREGON 971e1 648-5761 APPLICANT: TYPE I LOT LINE -1 ADJUSTMENT -- DEVELOPMENT PERMIT °'^KW PROPERTY DESCR'.PTION: ASSESSOR MAP NO.:— COMMUNITY PLAN: U i ` (T-)nt TAX LOT P 0(S).: SITE SIZE: I , CZ3 AG LAND USE ADDRESS: DISTRICT(S): LOr-,%TION: — �+ sup 1.3a.r, REQUEST: Lot line adjustment between tax lots 00 as shown on the attached map. A. FINDINGS OF FACT: (Ilark applicable findings) I . The applicant has submitted the information required for lot line adjustments as Ifsted in Section of the Code. i !� 2 The prnposed Ict line adjustment is permitted In the R-(o District through the Type I procedure. �3. The subject properties are all lots of record. Y4. The proposed lot conf ig rat ions meat the dimensional and lot area requirements of the - District, 7y5. The existing structure(s) on the lots will meet the district 's minimum required setbacks after the propcsed boundary adjustment. 6. The proposed lot line adjustment meets the access standards of Section 409. IJR 7. An easement(s) exists along of the property line(s) which is to be adjusted. Ths easement must .Tie vacated and rededicated along the new boundary prior to recording the iot line adjustment. 11 F4 8. The request Is In corrrp I ;ante with previous land use actions which have been approved on the subject properties, Casefile No, 9. The request complies with the lot line adjustment review standards of Sections lap--1-1 + 3C)-:2, of the Code, 10. The request complies with the standards of th, � (� Commun ity P Ian. "''�— � IOther: Tay iu+ 1 I )d.C)C) _. t r" ala 1081. Sqv�.� ��}• T .AID /Y rT; A-_ B. ACTION: Information submittea by the applicant demonstrates that the request complies with the applicable regulations of the Community Development Code and the Community Plan. Based upon the above findings, final approval of this request is granted subject to the following conditions: I . Prior to filing and recording the lot line adjustment, the existing easement(s) along the property line(s) that are to be idjusted shall be vacated and rededicated along the new property line(s) . It Is the property owner's respons ib i I ity to have this comp Ieted.<- UO T- RPPt—SG�dL� 2. The lot line adjustment shali be filed and recorded with the Washington Countv Department of Records and Elections within two years of this approval . This approval shall expire after two years unless the lot line adjustment has been filed and recorded or an extension has been requested and granted. WASHINGTON COUNTY DEPT. OF LAND USE AND TRANSPORTATION 1 ANO i,-rvri nPMFNT DIvISIf1N (gne Ie �� Ai.1i(1,1-�c 9. _L. cLrl�X�&JI Titt e C. ADDITIONAL TNFORMATION: I . If any of the following conditions exist the lot line adjustment cannot be consumated. Contact L`he Washington County Cartography Department prior to recording the got line adjustment to determine if one of these conditions exis.: a. Delinquent taxes on one or all of the subject properties: b. A mortgage on one or all of the properties which requires that the mortgagor provide the Cartography Department with a written authoriza- tion to release o- add land into the property on which they hold the mortgage. C. The owner's names are not identical on the existing and 0e proposed deeds. 2. Filing dnd Recording: To record the lot line adjustment, a deed tr— ansTerring the property must be recorded with the Washington County Department of Records and Eiections. To consolidate properties, the deed must specify that the described property is- to be consolidated with the adjoining parcel ; state which tax lot it is. Contact the Cartography Department at 646-8A7 ' if further information is required. 3. Vacating and Rededicating Easements: An application must be filed with the Survey Division to vacate and re a icate an easement. Please contact the Survey Division at 648-8761 for further information. D. APPEAL INFORMATION: Approval or denial of this request or any conditions may be appealed by thr applicant and/or owner if z writ1,en appeal is filed with the Washington Co-�nty lepartment of Land Use and 1rarsportation within 14 days of the date this notice is mailed. For information on appeals, contact the Department of Land Use and Transportation at the above address. Ila2/ss fI WASHIN:ION COUNTY DATE ; ,R DEPAR'MENT OF LAND USE P,ND TRANSPCWTATION LANG DEVELOPMENT SERVICE>s DIVISION CASE FILE NO—. F — LL(-1' 160 NORTHRTH FI FIRST AVENUE HILLSBORO. OREGON 97124 640-6701 APPLICANT: TYPE I LOT LINE Lb � �Y�r�� ADJUSTMENT - DEVE'LOPMENT PERMIT ow"s).- PROPERTY DESCRIPTION: 1 ASSESSOR MAP NO.: d,Sl 11`11 r _ COMMUNITY PLAN: TAX LOT NO(S)- SITE SIZE:_ 1_� (fl AC- LAND USE ADDRESS: _ DISTf11CT(S): - LOCATION:a&tL. IREQUEST: Lot line adjustment between tax lots as shown on the attached map. A. FINDINGS OF FACT: (bark applicable findings) LJ I . The applicant has submitted the information required for lot line adjustments as listed in Section �( ) — _ of the Code. 2. The proposed lot line adjustment is permitted in the —tp District through the Type I procedure. i 1-3, 3. The subject properties are all lots of record. r4. The proposed lot configurations meet the dimensional and lot area requirements of the 9 lam District. 5. The existing structure( s) on the lots vi 11 meet the district 's minimum reo,aired setbacks after the proposed boundary adjustment. IY6. Th proposed lot line adjustment meets the access standards of Section 409. N 7. An easement(s) exists along of the property line(s) 1 which is to be adjusted. This easement must be vacated and rededicated along the new boundary prior to recording the lot line adjustment. 8. The request Is in compliance with previous land use actions which have been approved on the subject properties, Casefile No. RK- t_lLOO_L(- 9. The request complies with the lot line adjustment review standards of Sections (a �— �1 �, of she Code. 10. The request complies with the standards of the � ll (YIllfC�id�n Community Plan. I I. Other: err, -3 B. ACTION: Information submitted by the applicant demonstrates that the request complies with the applicable regulations of fie Community Development Code and the Community Plan. Based upon the above findings, final approval of thi; req:jest is granted subject to :.ne following conditiors: I . Prior to filing and rec o ding the lot line adjustment, the existing easement(s) along the property line(s) that are to be adjusted shill be vacated and rededicated along the new property line(s) . It ;s t„e property owner's res pons 1b i I ity to have t is comp leted.4—(�.� 2. The lot line adjustment shall be filed and recorded with the Washington County Department of Records and Elections within two year,; of ``pis approval . This approval shall expire zfter two years unless n e io�t line adjustment has been filed and recorded or an extension has been recuested and granted. WAS14INGTON COUNTY DEPT. OF LAND USF AND TRANSPIRTATION LAND DEVELOPMLNI DIVISION agnea .� o �, Date it e C. ADDITIONAL INFORMATION: I . If anv of the following conditions exist the lot line adjustment cannot be consumated. Contact the Washington County Cartography Department prior to recording the lot line adjustment to determine if one of these conditions exist: a. De ! inquent taxes on one or all of the subject properti ?s; h. A mortgage on one or all of the properties which requires that the mortgagor provide the Cartography Department with a written authoriza- tion to release or add land into the property on which they hold the mortgage. C. The owner's names are not identical on the existing and the proposed deers. 2. ri '__i__r.g�- and Recordin : To record the lot line adjustment, a deed transferring the property must be recorded with the Washington County Department of Records and Elections. To consolidate properties, the deed must specify that the described property is to be consolidated with the adjoining parte ; ; state which tax lot it is. Contact the Cartography Department at 648-8871 if firther Information is required. 3. i�icatlnq and Rededicating Easements: An application must be filed with the Survey Division to vacate and raodedlcate an easement. Please cortact the Survey Division at 648-8161 for further information. D. APPEAL INFORMATION: Approval or denial of this request or any conditions may he appealed by the applicant and/or owner if a written appeal is filed with the Washington County lepartment of Land Use and Transportation within 14 days of the date this notice is mailed. For information r,n appeals, contact the Department of Land Use and Transportation at the above address. Ila2/ss 3/87 // ' i V �- R«�6J �—' S 87*29' 44"e 521.08 8.36 /I T 267' STREETN "s 200 I 40' 1 i 120' '_ — 157' —14 2.12 AC. 300 W1300 1 �� (201 z4t 162' - ---- .52 AC. :D24 Ac. mi 1400 1800 .46 AC. I .70 AC. W > I a 120A N . 70Ar.. - h �1 i n iso' OD Ir6 17 / 1 1 — a N W)I 1500 aye N — _ 14r_ - � .RnAr. 400 v �- «,m o o � LO t d o .46 AC. N u, W a h VI ^ (CS. 12,E 21) �n(CS 6,634) I - I 1700 ° 1.<4 AC. _ 1 I I /T . 500 __ ---147' �--_- f l C.S 16,575 ) a .46 AC. N 243' N - N 1100 — 1600 M .52 AC. o .03 AC. Ch l186.17 240' ( N 600 I 1000 0 49 AC. b �3 AC. I , I^ 207.30 zzo --=N� _ N 114.28 1 .o��D „ 700C I I �1� 90�L (CS 22,409) .75 21992 -_ N900^ - - A33i (C.S. IS,675) n 01 FC rr s943'3o"E (n SEE MAP 40' { ��c_ 2S 1 4 CITY OF TIGARD NOTICE OF DECISION MINOR LAND PARTITION MLP 89-16 AND LOT LINE ADJUSTMENT M 89-22 LESLIE B. AND SARAH K. HAMPTON - APPLICANTS/OWNERS APPLICATION: The applicants request permission to divide 0.80 acres into three parcels containing 7830, 8415, and 10,440 square feet and to adjust the lot lines between tax lots 1500 and 1200 (see EXHIBIT A) . ',ocation: southeast corner of S.W. 132nd Avenue and S.W. Walnut Street (WCTM 2S1 4AC tax lots 1200 and 1500) . Zoning: R-4.5 (Residential, 4.5 unite/acre) . DECISION: Notice is hereby given that the Planning Director's Designee for the City of Tigard has APPROVED the above described applications subject to certain conditions. The findings and conclusions on which the decision is based are noted below. A. FINDING OF FACT 1. Backgrounu- The subject property was annexed to the City in December, 1988 (Boundary Ccwniission Proposal No. 2550) . No other applications for this property have been reviewed by the Planning Division. 2. Vicinity Information Parcels immediately to the east, south, and west of the subject property are zoned R-4.5. To the north the zoning designation is R-25 (Residential, 25 units/acre) . Southwest Walnut Street, a major collector, is just to the north of the subject property and S.W. 132nd Avenue ib to the east. 3. Site Information and Proposal Description The }wo tax lots included in the partition application have a total of. approximately 1.5 acres of land. Tax lot 1200 has a shed located on it near midpoint and a small stand of fir trees at the southwest corner. The shed appears to meet s-tback requirements. Tax lot 1500 is vacant and contains only some low shrubs. The applicants propose to adjust the lot line between tax lots 1200 and 1.500 and then divide tax lot 1.500 (approximately 34,848 square feet in size) into three parcels containing 7,830, 8,41.5, and 10,440 square feet. Tax lot 1200 w_11 be approximately 30,261. square feet in size. Utility and accens easements account for the remaining square footage (approximately 8163 square feet) . NOTICE 01 DECISIGN - HAMPTON - MLP 139-16/M 89-2.2 4. Agency and NPU Comments The Engineering Division has the following comments: The applicant proposed to divide an 0.80 acre parcel near the corner of S.W. 132nd Avenue cnd S.W. Walnut into three residential lots. Engineering's Findings: 1. The applicant has submitted a site map showing a 30 foot wide driveway from the proposed lots to S.W. 132nd Avenue. Storm and sanitary sewer service is provided from S.W. Walnut Street by a private easement. 2. Access to the site ic; currently provided by a 20 foot wide strip of land that extends north to S.W. Walnut Street, a major collector. Direct access to major collector9 is discouraged. The eastern edge of the strip is adjacent to a parcel that is being considered for the extension of S.W. Murray Blvd. The proposed access is from S.W. 132nd Avenue by a 30 foot wide driveway. 3. S.W. Walnut Street is a major collector street with an existing right-of-way of 40 feet. Major collector streets require a 60 foot wide right-of-way. S.W. 132nd Avenue is a local street with an existing right-of.'-way of 40 feet. A local street requires a 50 feet wide right-of-way. 4. Sanitary sewer services will be provided by extending a service lateral from each lot to the sewer in S.W. Walnut Street. The public sanitary sewer will not be extended. The Building Division had the following comments: Unless the property owner hEs participated in the cost of the public sewer that serves thele parcels the applicantq will be subject to a $3000 sewer fee ii, addition to the stand, -d sewer connection fee. Washington County recommended that 1) the applicant sign a waiver of remonstrance to the formation of a local improvement district, or other mechanism, to improve and maintain SW Walnut Street between SW 121st and SW 135th Avenues to County standards, 2) additional dedication along Walnut to provide 33 feet of right-of- way from the centerline, 3) a one-foot wide non--access strip along Lhe Walnut Street frontage be established, and 4) an access permit he obtained from the County for removal of the existing access to Walnut Street and for construction of adequate .roadway drainage to the site's walnut Street frontage. NOTICE OF DECISION - HAMPTON - NLP 89--16/M 89-2.1 ono►,+. 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PER LT NO . 39a2--90 �0 t}IH M, ?-...".e��-_-.M1 ..,� -" ,� �.. �' .,..1,_ .!'Ru3:; �i!'i ^`n�.`��.., a�+i,hreaer,�- rnJR...'•as.�.. .. .... ��91,t;.+3Y1R'1'rv'�'��,-.: , uf��M�lgfi!A1�q,."`. hI�M�1..y,,... .moi lowj)lilli ��rl 111ji1�11 _rijii'�.111 lir� l,�.l 111j11 111j111 I � firjl' 111jiR1 � lljl � l 111j111 1111111 1111111 Ill Ill T11 �1t 111 III Ill 111 1� 1 � ' i • ,fr.r. rr;� .,� � ' � NOTE : IF THIS MICROFILMED I Z 3 5 6 7 F 9 10 DRAWING IS LESS CLEAR THAN THIS NOT ICE;"IT IS DUE TO -QUALITY OF THE ORIGINALri , "Now DRAW ING. -- - - ---- — n 0c 6Z 8Z LZ 9Z SZ fZ EZ ZZ 1 Z 0Z 61 81 1- 1 91 51 b► I E 1 21 11 01 S L 9 S b E Z . ,rn, " `-•�wrne►..w+.»..wr++.MiAiMiir�ll�,iNwh�..••_--•. .....ui�nr,1.r»._ I ,{u� �" � �� 11�4�1�11�l1�111111111�11!Ililii111111iN1illil�llll i'�rlll�l1�l1�1111111 1 III I IIIII it �wt�N 1' ', .I 1 IiIIlI11111111111I111I1114N1�ffl1+111 1I11IN1 ,� ,� � jl 111 1111 Ill�i�111111111��111 I illilillllilllillf)�J� U�ff�;��lull � i MARCHi ,i 92 • k •�• r—— — rr "" 1. ti: y rr i M i - h Iv.li'd �i r ka n ,r,e: -tn. ^.r - •;j,;;. r r v nr , f , � .hr( 4•��„ 1 � '- .... 0 i7!f:^..'� Ipf.,.411�"'•I�+� Y I NPO #3 requested that 11, a home owners association be formed to provide for maintenance of the accessway. 2) a turnaround be con-tructed at the end of the accessway to tax lot 1500, and 3) the accessway be paved to City standards. The Fire District requested an accessway and fire fighting water be provided as required in the Uniform Fire Code. Plans for these must be submitted and approved by the Fire Marshall prior -to construction. The Tigard Water District and Portland General Electric reviewed the proposal and had no objections to it. No other comments were received. B. ANALYSIS AND CONCLUSIriV NPO Y3 raised three concerns in their comments. First, the NPO members want to be sure the accessway meets City standards. The applicants intend to construct a 30 foot wide private road to serve the three: new parcels being created. The City will require that 24 feet of this access be paved along with curbs and a 5 foot sidewalk. Second, the NPO members were concerned about mainten.snce of the private road. Typically the City requires execution of a joint use and maintenance agreement pro%iding a mechanism by which all properties served by the private road are responsible for the maintenance of that road. Finally, the NPO members expressed concern about the provision of a turnaround for emergency veh.i.cle3 on the private road. Prior to submittal of the final partition map the applicants will be required to revise the configuration of the private road to include a hammerhead or circular turnaround. This will be recessaxy in order to compll with Section 18.108.070(0) of the Community Development Code wherein access drives in excess of 150 feet in length are required to provide an area for emergency vehicles to turn around. Section 18.162. 060 (Lot Line Adjustments: Approval Standards) of the Community Development Code ccnt-ains the standards of aLproval for a lot line adjustment, they are as follows: 1. An additional 14t is not created by the lot line adjustment, and the existing parcel reduced in size by the adjustments is not reduced below the minimum lot size established by the approved zoning :or that district. 2 . By reducing the lot size, the lot or structure(s) on the lot will not be in violation of the site development or zoning district regulations for that district. Both of these criteria are me- in the current application. The lot line adjustment approval requested will not create an additional lot. Additional lots are being created as a result of tha minor land partition that is being reviewed concurrently with the lot lire NOTICF OF DECISION - HAMPTON - MLP 89-16/M 89-2.2 adjustment. The shed located on tax lot 1200 appears not to be in conflict with the setback requirements of the R-4.5 zoning, however staff will request that this be confirmed prior to the partition being recorded with the County. In addition to meeting the above standards the proposal must also meet the minor lan9 partition criteria of Section 18.162.040 (Partition Approval Criteria) . They are as follows: 1. The proposal conforms with the City's comprehensive plan; 2. The proposed partition complie,i with all statutory and ordinance requir.emfjnts and regulations; 3. Adequate public facilities are available to serve the proposal; 4. All proposed lots conform to the size and di,nensional requirements of this title; and 5. All proposed improvements meet City and applicable agency standards. The proposal mcete all of the ahove criteria. It complies with the City's Comprehensive Plan and ai statutory and ordinance reauirem�nts and regulations. Adequate public facilities are available to serve the proposal as discussed in the Engineering Division and other agency comments. All late created exceed the 7,500 square foot minimum size and 50 foot minimum width requirement of the R-4.5 zoning district. Finally, the proposal meets City and other agency standards with the exception of the configuration of the private road. The applicanto will be required to meet City and agency requirements as conditions of approval, particularly with respect to the configuration of the private road and the required emergency vehicle turnaround. C. DECISION The Planning Director's Designee approves MLP 89-16 and M 89-22 subject to the following conditinne: 1. The partition survey maps and legal descriptions for the parent parcel, all newly created parcels, and easements, shall be suhmitted for review and approval before recording with Washington County. A restriction prohibiting direct access to S.W. Walnut Street shall be referenced on and become part of all applicable parcel deeds. STAFF CONTACT: Jon Feigior., Engineering Division, 639-4171. 2. Additional. right-of-way shall be dedicated to the Public along the S.W. Walnut Street and S.W. 132 Avenue frontage to increase the NOTICE OF DECISION - HAMPTON - MLP 89-16/M 89.-22 r i. right-of-way to 33 feet and 25 feet, respectively from the c-nt2rline. The description shall be tied to the existing right- of-way centerline. The dedication document shall be on City forms L and instructions are available from the Engineerin3 Division. STAFF CONTACT: John Feigion, Engineering Division, (639-417.1) . An agreement shall be executed by the applicant, on forms provided by the City, which waives the property owner's right to oppose or PV remonstrate against a future Local Improvement District formed to improve S.W. Walnut Street and S.W. 132nd Avenue. STAFF CONTACT: Jon Feigion, Engineering Division (639-4171) . A joint use and maintenance agreement shall be executed for the ��_^� `�, !�,�•`� I� comnon driveway and common easements. The agreement shall be (� I referenced on and become part of all applicable parcel Deeds. The � p l� agreement shall he approved by the Engineering Division prior to J Vv recording. STAFF CONTACT: Jon Feigion, Engineering Division (639- 4171) . 639- 4171) The applicants shall provide for roof and pavement rain drainage to ,// r tti the public stormwater drainage system or by an on-site system designed to prevent runoff onto the adjacent property. STAFF CONTACT: Brad Roast, Building Div3ion639-4171 G�ti1�J n�V t � �+�,�•. � •`�_!�, ;,tis./ 1/" ) l � I M. 6. A one foot non-access ronerve strip shall be provided along -S.W. ! rl�n�U� 132r,J Avenue. STAFF CONTACT: Greg Berry, Engineering Division, U� �� 639-4171 . V �')4' ( 7. The applicants shall submit a revised site plan for the private V J road wnich includes an emergency vehicle turnaround_ 'conforming to Uniform Fire Code requirements and approved'+by the Fire Marshall. STAFF CONTACT: er-a�st, Building Divi '.oa,--,639-4171. / 8. Sanitary sewer services shall be prov`iduff by extending a service lateral from each lot to the sewer in S.W. Walnut Street. STAFF STAFF CONTACT: Greg Berry, Engineering Division, 639-4171. 'l 9. The applicarts shall provide proof that the shed located on tax lot 1200 meets the R-4.5 zoning district setback requirements or is i ,off(' removed. STAFF CONTACT: Viola Goodwin, Planning Divinion, 639- �+ 4171. J -{' t ) ) �2 e_ �tY cLn�,1 �f c,�.�.� bA" l I��,c ,11 ctt v��vd f 1 THIS DECISION I8 VALID IF EXERISED WITHIN 18 MONTHS OF THE FINAL{u !`�� id APPROVAL DATE. Gam' D. PROCEDUREy�t) �. K4 1. Notice: Notice was posted at City Hall and mailed to: K The applicant and owners r _?_Owners of record with+.n the required distance X The affected Neighborhood Planning Organization Affected government age-ncies NOTICE OF DECISION - HAMPTON - MLP 89-16/M 89-2.2 2. Final Decision: THE DECISION SHALL BE FINAL ON 11/30/89 UNLESS AN APPEAL IS FILED. 3. Appeal: Any party to the decision may appeal this decision in accordance with Section 18.32.290(A) and Section 18.32.370 of the Community Development Code which provides that a written appeal must be filed with the City Recorder within 10 days after notice is given and sent. Appeal fee schedule and forms are available at Tigard City Hall, 13125 SW Hall Blvd., Tigard, Oregon. The deadline for filing of an appeal is 3:30 p.m.. 11/30/89 4. Questions: If you have questions, pleese call City of Tigard Planning Department, City of Tigard City Hall, 13125 SW Hall Blvd. , Tigard, Oregon. PREPARED BY: Viola R. Goodwin DATE Planning Aide APPROVED BY: Keith S. Liden DATE Senior Planner S.W. WALNUT ST- f3i T Cn wA�n>u7 s-r�erf= Lr a � (ZOO ISOO �. M SATE NOTICE OF DECISION - HAHPTON - MLP 89-16/M 89-22 REQUEST FOR COMMENTS TO: C, _ DATE: October 2 1989 FROM: Tigard Planning Department RE: MLP 89-16/M 89-19 HAMPTON Request for approval of a Minor Land Partition to divide an 0.80 acre parcel into three parcels containing 7830, 8415, and 10,4410 square feet. Also requested is approval to allow a lot line adjustment between tax lots 1200 and 1500 of. Tax Map 2S1 4AC. LOCATION: Southeast corner of the intersection of SW 132nd Avenue and SW Walnut Street (WCTM 2S1 4AC, tax lots 1200 and 1500) . Attached is the Site Plan and applicant's statement for your review. From information supplied by various departments and agencies and from other information available to our staff, a report and recommendation will be prepared and a decision will be rendered on they proposal in the near future. If you wish to comment on this application, we need your comments by Nov. 6, 1989. You may use the space provided below or attach a separate letter to return your comments. Ifyouare unable to respond by the above date, please phone the staff contact noted below with your comments and confirm your comments in writing as soon as possible. If you have any questions regarding this matter, contact the Tigard Planning Department, PO Box 23397, 133.25 SW Hall Blvd. , Tigard, OR 97223. PHONE: 639-4171. STAFF CONTACT: Jerry Offer PLEASE CHECK THE FOLLOWING ITEMS THAT APPLY: We have reviewed the proposal and have no objections to it. Please contact of our office. Please refer to the enclosed letter. Written Comments: Name of Person Commenting: _ Phone Number: bkm/MLP89-16.13KM Leslie B. Hampton Sarah K. Hampton 460 Larry Ave. N. Keizer, OR 97303 Phone - 390-2625 October 2.0, 1989 :dinor Partition Tax Lot 1500 Map 2S1-4AC APPLICATION NOTES: I . There are no parmanent buildings on T.L. 1500 or on T.L. 1300 and 1200 also owned by applicants. 2. There are no watercourses on Tax Lot 1500, or T.L. 1300 and 1200. 3. There are no slopes greater or anywhere near 25,6 on Tax I.ot 1500, or T.L. 1300 and 1200. 4. Fire Marshall , Mr. Gene Birchell , Tual.aton '!ally Fire Protection District, advised the applicant that the proposed street to serve the proposed lots on T.L. 1500 would not require a cul-de-sac turnaround or a hammerhead. 5. The routing of the storm sewer is subject to some adjustment during deEign. 6. Fach of the "future lots' shown on "he application map for T.L. 1200 have a sewer stub on SW 132nd - also there are existing, sewer stubs to serve the lots proposed for Te L. 1500 by this application i�l mo s r R .T_.Ae- rr ee -1� 4 r , : C a o N F TAv�C N �'c' o ►q`� F rc/ 1 ��, r TO W i ro I Iw I m a s V rC 132 n d 260/422 — _ �► - - - _ _ _ AVENUE • 3,37, o� o I I a o w �o I I iw S � o � � N y s _ U — _ ee, o les N O� p o 4 O � I u les' 16.0 n n 0 in 4 8 N 5lom84 N 00.1' 1` it OZi D D CO) r Z b DD A w - -DO W W�1 _ic o PP d.WAIN CIL N _. J(R,b(i � I loo O I � I 1 tj _ i fir; '------1-- � ----_� . �.._.____�_ _�__._.__.'-.�. __._...__._._� . ._� :._.. __,..�.-..__,°J..-�•--- ��, • L--- 10 ij Ic � - �_ �- F-81101,2_ M I IB37 6881 NORTHWEST NATURAL GAS CGMPANY ENGINEERING DEPARTMENT w a W a 0 W O L < ^ y1� i^, 1 w c L a U a I I Pv T. RD. UNDERGROUND PHONE PRESSURE RATING 8 XRAY r ENGR.:— /U L-L DATE - WATER 246-6699 TEST PRESSURE 100 PSIG SEWER 639-41 '1 TEST DURATION 30 MIN POWER 246-6699 WELDS BX-RAYED 0 % �I'•-r•N. PHONE DESIGN PRESSURE 60 PSIG 4 w OTHER M.A.OP 57 PSIr, NORMAL OPER.PRESS. 30 PSIG INSTRUCTIONS REPORT INSTALL MAIN _-- 196' 1 1/4 A (P) INSTALL MAIN k ABANDON MAIN ABANDON MAIN a 0 TYPE COATINGS TYPE COATINGS: PIPES PE 2406 PIPE: JOINTS JOINTS: FITTINGS: FITTINGS. INSTALLED ANODES: _ INSTALL ANODES: INSTALLED£ERVICE INSTALL SERV. DATE COMPLETED: CREW LEADER: :CAIe 1 in = 100 it TAX CODE W-51-65 OVAIL NO 10-261-90 MAIN MEASURED DATE .�� WORK ORDER 4-1116 lb _ WC��I/��] Y DATE CH c:KED- r _ DATE �%� SERVICE APPROVED L� PATE - IQUJ 1:2r, WORK OROF III y��l APPROVED cip DATE ADORESS. PVT RD E/SIDE SM 132ND AVE JOB IS61 BErwf.EN SW WALNUT ST COUNTY CITY TIGARD PLATTED PLATTED PLAT NO. DATE SIGN TOWNSHIP WWLLMAP DATE SIGN $ -43-16 NE14 2S IW W-21-29--- X AVE. CA C:) 167 168 173 I ` 1419 172 2 o TJ \` 171 170 a,� 166 165 ° - — µ S. — 10.0/4'(W) SEE WALNUT 1 ST. 0+00 DETAILfill _ _ I O \ 6-5/8•(W) I N M � � 5• � • 6' O 11' RI 3 2•P.V. •R1 W 4N,R.(W)'88 012845 N <C 218 N It-1/a•cP) PVT D., INSTALL 2*60 m — TRANSITION / Z FITTING - c\J .12883 383 (w) LWD '89ol (n »C i C) o PD �i 0 w a m 1 0051,W -- 700.97 110 120' 120— - ----- '•. d� I W 1„10 I �to 0 I %0 0 q sO �ao o no O + . so li T co All W S7: O IN O I O � IM 120' -• 0 N m m i 132nd 260/422 w AVENUE o _ m 2 o-slat 85 pW •_ 6 Z 271.53 Og / — ro _ 111 O I O I N p II 0 4 0 („0 n 01 I m I n O a O 0 CD m � 0 m ro5 m N � �c N ticn O -� �o .,�- -12� - _ — e5 — n c? o I a� 9L52 197Fll _-- l co 11 N I la j ro Is'o NI ti N n O 40 ¢ m O I OO m • I I � a N 90' 1r - --- _—L`2'-- -- - 22'L— 22' ii0_ — - 246.54 544r — --__--- io b m - n0 N �O ),0 t4 CD 8 4 �a Jrn m 3&ft "� ej N 0°41' 1" F 40' -n 0 -n O z O Mr- ro D D R) 0 n V� (n 0om -a z G) v ro my c_ r- m 'ur D ro m_ Q U) Cl(*i Z (n •��r I!N yyt ;t 1� «.�'.,.1,. ,','. . 11 ��1 1 1. 1 ....._ "t'ql��', r- .«._�--.... - I I r— Iwr,+ � r ' I I I ' QfJG IJ it r � Po-,?-e 16/ lw 1 I _1 -- I Oj eN II Vca rfe f 4;, - ! ► i ! I -i I ! i i- - h 1 z _ d e r -R.o fid._.-•-_ F;v _ Q 'ZI i•i- - - 1 •inti- t t ^ O + --� ♦- _b- 7160 _ - --- _ a STANDARD CAST IRON FRAME B COVER FINISH GRADE--, /WATERTIGHT PIPE PLUG 4-1/2" X 6" 1---- TO 9" ADJUSTABLE ANCIIOR BOLTS ` e • 2 SQUARE CONCRETE BLOCK PIPE O.D. + I"— .6" • WITH ANCHOR BOLTS CLEARANCE SPACE "IN, BETWEEN CQNCRETEr� BLOCK AND PIPE. POCK WITH FELT GR OTHER APf•RbVE� MATERIAL. '• \ . 4 •�::: •A 6" CONCRETE ENCA SEMIF NT Ile IO Ur ►.' L;. �00 0 IMPORTED PIPE ZONE MATERIAL i I STANDARD CLEAN OUT LOCATED IN STREET Ufqqw Unified Soweag•Agency LONG RADIUS ` 3 LONG RADIUS BENDS NOT - °� SERVICE GREATER THAN 450 BENDS AS "ONNECTION REQUIRED ` PIPE 20°PAIN. ..; PREFER 300 TRUNK, MAIN, OR WIRE SERVICE TO LATERAL SEWER \ CONTINUOUS 4a4�� TRENCH WALL OR 2"n 5" TEE FRAME. ti MUST EXTEND FROM SEWEH TO UNDISTURBED (,4�t►P�t EARTH. '! O -- — .2= 4,r 4" BRACE 200 TO 700 COMPACTED GRAVEL BACKFILL fd UNDISTURBED . . EARTH, MINIMUM 2'-0" WIDE WAIN, TRUNK,, OR (A ) MAIN, TRUNK OR LATERAL LATERAL SEWER �B) USC ONLY WHEN WORKING AREA PROHIBITS LASING (A) COMPACTED GRAVEL UNDER 12`. COMPAC-o ED GROVEL OR CONCRETE ENCASEMENT BETWEEN 12' AND 16',* DCPEN131NG ON SOIL CONDITION CONCRETE ENCASEMENT OVER IRO. OVER 12' USE CAST IRON AND COMPACTED GRAVEL IN LIEU OF CONCRETE FyCASEMEN'!. *MAY GO TO 24' DEPTH IF THE I TRENCH ABOVE "THE PIPE IS PI•� �I� LIMITED TO JO ACCORDING TO _�• COMPLETE BACKFILL CALCULATIONS. '� CONCRETE ENCASEMENT VERTICAL _ POUR BASE FULL (CONCRETE �� '.: �1.� WIDTH OF TREN( 1 ENCASEMENT) -� \ TO BE USED ONLY WITH PRIOR AOENCY APPROVAL . T— � SIDE SEWER _ CON U CONNECTIONS Unified sewers"Agency 24'- 0" MAX. 12. - 0" MIN._ DRIVEWAY R/W LINE W a—CONTRACTION JOINT 6 ¢ OPTIONAL a SIDEWALK R LOCATION SIDEWALK EXPANSION JOINT EXPANSION JOINTB CURB JOINT `\ L33A- � J ' 0" 6'-0" MIN. 12'-0" MAX. 6' - 0" MIN. 12'- 0 MAX. '0�� FACE OF CURB SIDEWALK ADJACcNT TO CURB SIDEWALK AWAY FROM CURB PLAN 1-1/2.. EXPOSURE i USE EXISTING EXPANSION JOINT OR LDJOINT.AND ELEVATION 8-6 PLACE COLD OINT. SEE DWG. NO. CS-306. STREET , — ' „ r+lvoc ED SUBGRA-D6 2 OF 3/4" MINUS SECTION A-A NOTES I. CONCRETE SHALL HAVE A MINIMUM BREAKING STRENGTH OF 3000 PS.I. AFTER "a DAYS , 6 SACK MIX. 2 CURB JOINT' SHALL LSE A TROWELF_D JOINT WITH A MIN;MUM 1/2" RADIUS ALONG BACK OF CURB. 3. EXPANSION JOINTS SHALL BE 1,'2" PRT-MOLDED ASPHALT IMPREGNATED MATERIAI, OR EQUAL. , EXTENDING FROM SUBGRADE TO FINISHED GRADE . 4, SEE DN . NO. CS-300 AND NO. CS-304-- WASHINGTON S-304-. WASHINGTON COUNTY DEPARTMENT OF LAND USE RESIDENTIAL DRIVEWAY AND TRANSPORTATION DATE CIVIL E (NEER DRAWN APWA NO. WAM COUNTY NO 7LfJ_ �� - - AEA bl" NONE DW-- 200 - 2J - z� ELEV. SAME AS CROWNELEV. I I I SHOULDER CROWN 3 MIN. SLOPE 20 I OF ROAD I I ROAD SURFACE S2 I i BOTTOM OF DITCH ELEV. MAY BE ADJUSTED BY IN3PECTOR NOTES: I.SEE DWG. NO. 205 FOR ALTERNATIVE 21F AC DRIVEWAY IS TO BE CONSTRUCTED, USE 2" OF CLASS"C''MIX ON APPROVED BASE PROFILE CONCRETE HEADWALL REQUIRED WHEF7 USING CORRUGATED METAL PIPE SHALL EXTEND A MIN. OR PLASTIC PIPE V PAST TOE OF FILL / I +• SURFACE OF DRIVEWAY 4� 0 ROCK �� # I, OPT eq 1 4. .; — I �r�lr'-IN7!u7a - dui AO �ie_u�5 _AIT= .'♦ CONCRETE PIPE i OTHER THAN CONCRETE III '.�I: PIPE SIZE TO BE DETERM!NED PIPE, AS APPROVED BY INSPECTOR AT THE JOB SITE ( 10" MIN.) PIPE TO BE LAYFD AT EXISTING GRADE OF DITCH – NO SLUMPS CROSS - SECTION .,ftWASHINGTON COUNTY DRIVEWAY F T `.DEPARTMENT OF LAND USE OR STREETS REETS AND TRANSPORTATION WITHOUT CURBS DATE CIVIL�6NGNVEER DRAWNE7WA? NO. WAS1� COUNTY NQ 11111, DW - 202 wr _ 37 _ FACE Of CURB WIDTH F STREET DRAINAGE BLOCKOUT 3" I.D. PLASTIC PIPE WITH COUPLING I" R —� 6" 1/2" R ROAD 1O . • T- ♦ 1 • 2 _ MAX. iO e BASE COURSE o •� I. FOR DESIGN SPEEDS GREATER THAN 40 MPH THE EMERGENCY MOUNTABLE CURB CS-300 SHALL BE Ur�IrD. 2. CONCRETE TO HAVE A UREAKING STRENGTH OF 3000 NS.I. AFTER 28 DAYS EXPANSION JOINTS . A. TO BE PROVIDED U AT EACH POINT OF TANGENCY OF THE CURB . 2) AT EACH COLD JOINT . 3) AT EACH SIDE OF INLET STRUCTURES. 4) AT EACH END OF DRIVEWAYS . 5) AT LOCATIONS NECESSARY TO LIMIT SPACING TO 43 FEET B. MATERIAL TO BE PRE - MOLDED, ASPHALT IMPREGNATED, NON-EXTRUDING, WITH A THICKNESS OF 1/2 INCH. 3 CONTRACTION JOINTS . A. SPACING TO BE NOT MORE THAN 15 FEET B. THE DEPTH OF THE JOINT SHALL BE AT LEAST IV INCHES . 4. BASE ROCK -2"-O OR 3/4%0 , 95% COMPACTION. BASE ROCK SHALL BE TO SUBGRADE OF STREET STRUCTURE OR 4" IN DEPTH , WHICHEVER IS GREATER S. DRAINAGE BLOCKOUT - 3" DIA. PLASTIC PIPE . A. I.D. PLASTIC PIPE WITH COUPLING. S. DRAINAGE ACCESS THROUGH EXISTING CU98S SHALL BE CORE DRILLED OR CURB SAW CUT VERTICALLY 18' EACH SIDL OF DRAIN 8 REPOURED TO FULL DEPTH OF CURB. WASHINGTON C:C'JNTYCURB NON — MOUNTABLE ..- DEPARTMENT OF LAND LISE FOR USE ON MEDIANS AND TRANSPORTATION DATE CIVIL ENGINEER DRAWN APWA NO. WASH. COUNTY Na iZl•� b Ss 18 ( MOD.) CS - 301 92 - STANDARD CURB A EXPANSION JOINT AND GUTTER � A TAPER PLAN VIEW - STANDARD CURB a GUTTER FLOW LINE y2��FAL L TOP OF CURB I 6 24 -24 � I SECTION A - A PAVEMENT SLOPE I2 4 SECTION B - 13 i WASHINGTON COUNTY CATCH BASIN - DEPARTMENT OF LAND USE PAVEMENT TAPER AND TRANSPORTATION DATE CIVIL ENGINEER DRAWN APWA NO. WASH. COUNTY NQ /1/7 Z96 ,�,� _�; A� b'� NONE CS - 304 R/W 5 MIN. CURB JOINT SEE NOTE 5 ROAD i 2" OF 3/4"-0 COMPACTED SUBGRADE SIDEWALK ADJACENT TO CURB R/W — 5' MIN — 6• ROAD �- 2 III SEE NOTE 5 1 I 2" or 3,4=0 = I COMPACTED SUBGRAOE SIDEWALK AWAY FROM CURB NOTES I. CONCRETE SHALL BE 3000 P�!I AT 28 DAYS , 6 SACK MIX ' ;_UMP RANGE OF 1 1/2 TO 3" 2. PANELS TO BE 5 FEET LONG 3. EXPANSION JOINTS TO BE PLACED AT SIDES OF DRIVEWAY APPROACHES , UTILITY VAULTS ,WHEELCHAIR RAMPS , 9 AT SPACING NOT TO EXCEED 45 FT. a FOR SIDEWALKS ADJACFNT TO THE CURB & POURED AT THE SAME TIME AS THE CURB, THE JOINT BE TWEEN THEM SHALL BE A TROWELED JOINT WITH A MIN 112"RADIUS. 5 SIDEWALK SHALL HAVE A MINIMUM THICKNESS OF 6 INCHES IF MOUNTABLE CURB IS JSED OR IF SIDEWALK IS INTENDED AS PORTION OF DRIVEWAY . OTHERWISE SIDEWALK SHALL HAVE A MINIMUM THICKNESS OF 4 INCHES . 6. DRAIN BLOCKOUTS 1N CURBS SHALL RE EXTENDED TO BACK OF SIDEWALK WITH 3**DIA. PLASTIC PIF° AT 2 ll! SLOPE CONTRACTION JOINT TO BE PLACED OVER PIPE. ,^WASHINGTON COUNTY %WDEPARTMENT OF LAND USE CONCRETE SIDEWALK AND TRANSPORTATION nATE CIVIL ENGNVEER DRAWN APWA NO. WASK COUNTY NQ /17 _ NONE CS - 305 WASHINGTON COUNTY OVERSIZED WROUGHT IRON OR WELDED STEEL_ FRAME AND GRATES B� —r— I CURB I) CONCRETE TO BE 3000 P.S.I. ---f--- - 2) EXTERIOR WALLS MAY BE POURED f - NEAT AGAINST THE EXCAVATED SLOPE - - 3) ALL BACKFILL AREAS SHALL BE I' IN THE MINIMUM DIMENSION AND A - A COMPACTED TO 95% DENSITY. -_--- 4) SEE ALSO WASHINGTON CO. DETAILS D- 100 THROUGH D-104 AND CS 304. 1340J COLD JOINT OR KNIFE JOINT TOP 4'-0" 4_0.1 2" 1 g ` 3'-0" 3 0-- MIN MIN. cn Q 0. F STANDARD MH RUNGS } 0 12' O C. 6"WALLS TYPICAL— �6 :1. MIN. '. MIN.� J " A _ SECTION A--A SECTION 8-B CITYOF TIFARD STD. CURB INLET MANHOLE DESIGN 9Y APPROVED By DRAWN BY OREGON GA Re h SCALE DATE DRAWING NO N.T.S. 3/14/88 S—I MONUMENT BOXES TO BE CAST IRON OR - A -► ALLOY SUITABLE FOR HEAVY TRAFFIC LOADING. c� /� Q SIZE TO CONFORM TO THE FOLLOWING MINIMUM DIMENSIONS: A. INSIDE DIAMETER e° � W 6p B. OUTSIDE BASE aJ�1 O DIAMETER 14 p 0 c� C. HEIGHT 6 O �3 00 O D. LID DEPTH 3 A. CENTERLINE K40NUMENT BOX DETAIL -- USE ALUMINUM CAP SET 1/4" BELOW FINISHED PAVEMENT GRADE NOTE- ALL MONUMENT'S, SHALL BE EITHER 5/8"DIAMETE, x 30'. LONG IRON RODS OR 3/4 INSIDE DIAMCTER x 30"LONG IRON PIPES, AND IN ACCORDANCE WITH O.R.S. a 92.060(4) AND O.R.S. 209.250(4). B. CENTERLINE MO"IUMENT DETAIL CENTERLINE GITYOFTIGARD MONUME-:NTATION DESIGN BY APPROVED BY DRAWN BY OREGON J F SRS s�atrl -1 SCALF DATE DRAWING NO N.T.S. 6-15-89 G-1 ONE 5 AR RECESSED AREA - SEE DWG. NO. D-104 FOR DETAILS. B -a-- TWO NO. 3 SEVEN NO. 3 BARS AT 6" U.C. AR }- } A A FILLER MATERIAL - SEE NOTE 1, OWG. NO. D-101 . NOTE : REBAR TO BE USED WITH RECESSED CURB INLET ONLY. SEE DWG. NO. D-104. FOR FRAME DETAIL SEE DWG. NO. 0-102. FOR GRATE DETAIL SEE DWG, NO, D-103 SEE DWG, NO. D-101 FOR SEcrION B-B B PLAN CURB TOP OF PAVEMENT I 4" WE EP HOLE --� 1 VARIABLE Ip' MIN. I.D. / (SEE PROJECT PLANS) _ NOTES: 6' I. NO SUMP ALLOWED. ' 2. BATTER OF IM" TO I" TO FACILITATE FORM REMOVAL WILL BE ALLOWED. 2 3. TOP OF WEEP HOLE SECTION A--A AT SUBGRADE . ^WASHINGTON COUNTY -,--- —DEPARTMENT OF LAND USE CATCH BASIN DWG NQ EO-101 AND TRANSPORTATION a DWG. NO. D-104 OATS CIVIL E CNE R DRAWN APWA NO. WASH. COUNTY NU. �. f� >r�� t,3 I-A ( M 0 D. -- -- -- D- 100 NOTES I. 3/4" PREFORMED JOINT FILLER MATERIAL TO BE USED AS SPECIFIED BY ENGINEER ONLY IN CONC. PAVEMENT OR GUTTER, AND TO EXTEND THROUGH THICKNESS OF CONCRETE. 2. CONST. CATCH BASIN PER DETAIL, BUT WITH DIMENSION "W" TO ACCOMMODATE LARGEST PIPE DIA. SPECIFIER 3. CONCRETE SHALL ATTAIN t MINIMUM COMPRES. iVE STRENGTH OF 3000 PS.1. IN 29 DAYS. A IF APPROVED BY ENGINEER, WALLS MAY BE POURED AGAINST UI,IDIS URGED EARTH, EXCEPT FOR THE TOP B", WHICH SHALL BE FORMED. 5. BACKFILL SHALL BE COMPACTED TO 95% DENSITY THROUGHOUT. 6 OVERSIZE CATCH BASINS I STEPS ARE REQUIRED FOR DEPTH GREATER THAN 4 FEET. INSTALL 2 FT. FROM TOP TO WITHIN 1 FT. OF BOTTOM. IS�2TYPICAL OR AS SPECIFIED BY ENGINEER SLOPE OF PAVEMENT �\ SEE DRAWING NQ CS-304. o t! o SUBBASE OTTOM F FOR CURB PLACEMENT SEE DWG. U) z _ _- O NQ CS-3D-104.4 B DWG. N0. D- 4. Q' v~i 6"MIN. - — THIS PIPE DIAMETER DETERMINES W'-SEE TABLE BEL DW. iO 27"MAX. SEE DRAWING NO. D-100 FOR PLAN 9 SECTION A-A . T Y P E * W DIA. PIPE STANDARD I'- 17/B " 10"- 12" 6" —W 6' 1OVERSIZE - 2_333/8 15"-2T" FOR GRATE TYPE SEE DWG NO. D-103 SECTION B-13 , REQUIRES TWO GRATES. SEE DRAWING NO. D-102. 1.STANDARD" 9 "OVERSIZE" ARE MSHINGTON CO. DESIGNATIONS. WASHINGTON COUNTY DEPARTMENT OF LAND vS"c Also SEE CATCH 8AS I N DWG. No. o-loo AND TR,4NSPORTATION a DWG. NO. D-K;4 DATE CIVIL ENGINEER DRAWN APWA NO, WASH, COUNTY Na VL11 t. 85 I—B ( MOD. ) D — 1 O 1 67 -- W ------- I.W. ---moi A - A 2 +/2" x 1/2" -- _ SO. EDGE FLAT BAR ao lV TYP. PLAN TYP, i �` -�2/2 5/8"X 3" BOLT SECTION A-A * TYPE DIA. PIPE W. 1.W. STANDARD 10"-12" 1'- 31/4" 1 - 1 7/8" 1 OVERSIZE 17"-27 2'- 4 3/4" 2'- 3 3/8" 1 REQUIRES TWO GRATES s STANDARD 8 OVERSIZE ARE WASH. CO. DESIGNATIONS WASHINGTON COUNTY DEPARTMENT OF LAND USE F R A M E AND TRANSPORTATION DATE JCIVIL ENGINEER DnAWN APWA NO. WASH. COUNTY NO. I-C ( MOD.) D-- 102 W. TYP. A —T' 3/4" C. TO C. TYP 2 %z X 3/4 SO EDGE FLAT BAR TYP. 2!-A" 4% — BOTH ENDS �1 fi 'i'X SECTION A A 01 ALL BARS -SO EDGE FLAT BAR (18 EA.) A PLA N T Y P E ak W. 1.W. STANDARD 1' - I %2 I - 0" 1 OVERSIZE I' - 1 I/2" 1.- 0 1 REQUIRES 2 GRATES. "STANDARD" AND OVERSIZE" ARE WASHINGTON COUNTY DESIGNATIONS. (WASHINGTON COUNTY WDEPARTMENT OF LAND USE G R A T E AND TRANSPORTATION DATE CIVIL ENGINEER DRAWN APWA NO. WASH. COUNTY No. 17 gv, b 85 I-D ( MOD) D- 103 VARIES TO MATCH CURB TYPE 6C± ,00� I %Z b NORMA: SLOPE '' / ■ OF PAVEMFNT -i- _ W � N� I 431 N 21W I .N 2 o� I ' ►- \a a� �3. NO. 3 BARS J _ SEE HOOK _ J� BAR DETAIL I MIN. I'/z IN N MIN. 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PERMIT NO, ?02_ Allow" Z r�Aa L .._ _-.. _ _ _ _ ,s.. .....,.. 1��!n''ll +�t ......_. n. _..a ,.r.v..•..n•.«+n..Jf`. ,.w:.a - ' -, -.. .. 111`1111 Jill I111111111'rllllli6m om NOTE: IF THIS M ICROF 1 LME D -- - ' •� 4 cJ d 7 e 0 10 I Q -- "� DRAWING IS LESS CLEAR THAN THIS NOT I,91 T I S OSE TO QUALITY OF THE ORIGINAL -� .�. IN(i, of ea sa ca +.a %a or CZ ._ -az la oz ar 91 c1 91 it rII ei 81 11 01 a • c 9 4 v c 2 1«••� _««':'hjac,..-...•-^__ ,• __._._ ..._ .:G.w. ""r� �11111�1111I1111�1111I1111�11�� 111111(Illll�l�(i��q �A��« MARCH 30 9Ai MIN2 a 11 , r. , r r 4 -ri��tct��et�►��.?; ___ • sN�w sAw,sew, naAvw�s� �o�ns�(a �e► s� I b►sa N ��Ti��1. Corvv�r� 7W - i C3 EPOS E ME N-C TA!' 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PT, 3 __....._.. -- I s .� ST004 ►"0+L•la't s IhCw►.� rtp>p I • LOTCL 1•t 0 h4E T ,� - Q:0 —- 4 P T SI I TO SI•K. says. ? ? Q '�$ • I ----- ---'k -- bQ.A1�, 1 SLOF E $ Sr 5 -rp irFK"f=s AMME FIE STn. I ►S;Z.3Z- 0 To Le140M LL7N.t. Irl.t4 'ZNcue:� - ` - �- Y - PRIVATE CWNE = \� k4 f ' I DAy L 1 G H-r GOµ,V�..►K� '7 N ' 0 S3 "S•l 5 Z.� 3: , N t STA O}00•UO HAl`�N.ER NGAG C c vLV� 1 Die Mt - i IA>' s .s. vl TR�CJ�'Mtcr , — i b. ` 5.5. GYPS 1.6 . ? 7? i C I oT�. ti w IaW "h CoN� s k. 1 `Iy , S� w.M —_T _ -_ ��_ PR1VHTE i�R1VC CoF3ASE Roc.t� �C_ SIZE SGGIolS . I . • k kk l \� ►`i T �Y►S t1.�Gt ?I -TI LIT Y FLAN r3Y OTHE �I' 3 E / �! I W.M.: C.Q • ° LOCA 1oe� sHo�N PPR xIt-^A-rE . coN ST• v�HlzdL" CHAIR Q- + RAMP _AT PC- . ENi� 0 W S�K/. l+ I-7. 3 Z t «•tF rats Pcwlw' Is�ll' l 5 �- N Y I l I (J, cuR a�Ecv2t�a v-rluTy EASEMe EPLSN,T S M B � I 7 o y K I I � � � TIiIE Jotgrtl T.+lr�r' P.c • ,Q FOR w I IST PV Pbs� EAS MT I � I I �, k/NY �►�vs it �errE•r•/ � 6Y 14, C.ON S-r. c.a. I �C. STA. 1+ 13 .q© 0 1 ' t O' I � .. ti„N I.dC women sewiGc lo, 5 5 ZEWAUL \ 1Q, Gp, T q � , YPE ,r E�sEr^CNT c curZ.g cL . c' A .c_ FSTA. Z- b� 3/4-O LEVELINC, Rc�CIL a F I - o QA S E Rock `�•® c p35��' /Z' /5 I gEGIhI A:G.. LT,{ R:N �'•C•• �' ? I 5, i PC �!'�• t �►u ��.. G, �tvSTA L F.H. ASSL-I REaic 1 ,O I N w•D ( P.T, t N STALL 1J O N - c u 1t SjE AAS prVVEWAy ACCESS ^• - - - - - - - - - - ---- - `� , +E; - STS.. 0 I f mXTG 8'• vLt..� —� PRtvA=E ST• A (i- 11 � ^ll WOI'K CON'�OMwt C� O� l� ZIr4 ST�.Ha ►� o+e5• I! O $"x �„ TEE LL ...IO n ....... . .............................. ................................ .......... ... �• I�o�r�� Cr 'Lv►s�Se��oM G3 -•�17�� Z4 art. p►lel. Yre 1N•�i,ZYlt✓1 wer� Q �. m z _ 8.. g.�.v's .� : ' �•� �+ 1 ,��. CRs 757. lri 4e 757.521 °S tI l�:rceava L�.�-« c�� t�1L111Lt•e�.e�.ie/eK c�c.� , `' CO R Z tA t 1t 1,' ......... J �/'r•GL �CC�IG� t0 l�a�Y►I+L� St• ��>,d � 1"52 !��lC• 11< Y�Ot tPClrr►►L�'!�• � �p f � 0 �. _ .! c�� t s�►�lt be scco>"�e� �r , j o N �►1•w e. 1` 11 acccztwa. � v 0 „ 7w� �rW'+�.tC v��tiir GaEC t�•LG••'�� b • � � � � � m "I 1 J w►�1>,. r.NGt w�1e.4� ,Zvpc_ I n M • . t0 YpC ��l �LO. • G�NNCG.�•1v� PG11M��S 1►�KIt� Yit', D��iKG� Tei.. ��"� `1 '�' (� � Q I � I` � nl 4 It 7.> �c��a•a.•t>totn e� �►��.�1.O�t•i.�s� •,�o"ti� (�tr1.>�we ��• sti.I s•�ov�o, VS7.14 A11E.. � relim"cl. I;; U �1 P n 1� 8O VA � NOTE : - Z O l V , 11 V �. MAXLMUM �-RO SS- Seo - Q; 2.Zj0 Q 0 X11 IN NAMt��R HEAD N V � •1 3 pR0'PoSe.D FINt51� M�1� N PRC-.) 5G� zes o •��_ 0 . P� „ U m 27 eN z. ExTv IQ\ ?.o 40 �x-ry Crco e � 0 0 ~ C, 05373 2: p PFS 1Y %Tj pR1\/ G n �1 /r N 1-�PMME R N E AD PRO F I L E N \ PRPP 1 LI= os�o� j 1, ' \ SCAT _ I = ZO; H. `J It• N I� � I\ SGHLE I' _ Za H oRI'Z . v {� I I ► _SV E R'r. L y 4 S u BVD I S Y 1 M.O•=1.o9' I� I ST . OPN . PERMIT NO , 6 OF p +oo I f 00 2+00 p+C70 11 111111'I1r111111 Lj,l�)llil'1�1r,11� l" hf 111IY 111 IIIIIr Illrlltlllllllllll111III111I' 111111111111111 i 1 ! I I I r rll� III I.III11nII � IIil � 11111111111 1111111111111 III __ ! 2 3 4 _- 5 8 7 9 8 10 11 1 - NOTE: IF THIS MICROFILMED � � � I ' DRAWING IS LESS CLEAR THAN THIS NOT Imo"TT I S DILE TO I > #AtITY OF THE ORIGINAL " t ez oz tz vz sz rt ._1ii� i� sl t1 sl �r �1 t1 zl 11 01 s • t e s I► E a 1 ' - ""'""' °"°°"'""'"•` a,k rf{II1I111111111111I1111111111111111111I11 IIIIIfI11C1!{II II �11 I . .' . .---'----1•- .-•'.- �•-f � "'' � '14 _tllNlllft�NNINNINI 1�!!1l111111f11111111111UI111�II1111111111i111111�1�1�1111111IuI111111111111111111Wi11�WU11�IW�111111111)�IHI� MARCH 30 19 9 1 -0 3'-4' MIN.-�, t WATER MAIN A FOR SIZE (SEE PLAN O ) DI-, CH LINE CONSTRUCTION NOTES CONCRETE STRADDLE ': `�, 10 BEHIND BACK OF BLOCK _. "1 - 1. Notify Tigard Water District (TWD) 48 hours prior to commencing iI ' RODDING construction to set up a pr.econstruction meeting. ---- - �-�•, 11 CURB . :•..`'".`.o-•:•�' �,:•, • 10" 2 RIGID 0" , COPPER ,, - Telephone 639-3516 . Curbs must be in place prior to BEHIND BACK OF �!� r� = y installing water mains. j SIDEWALK12 TJ x 2"IPT PLUG ; I � OR MJx2"IPT 2. The contractor shall maintain one set of TWD approved plans I � PLUG/CAP on the construction site at all times. •r �., , - o ,,a. STRADDLE BLOCK DETAIL j • jI ;�a a . j - 3 . All work shel l be in accordance with A1%11A stan., ,rds I i I fit- 4 . ' � • � j, ' ^••,, z; - All work will be inspected and approved by TWD. � ; It 4v •'; , �� TJ x 2"IPT PLUG OR MJ x 2"IPT I � '0• a ` PLUG/CAP 5. All pipe and fittings will be ductile iron, cement-lined . '�, ""�' ' c` Pipe e will be Tyton Joint nuctile Iron, Class 52 , 3 lyl �9i1 C0NC. METER BOX ° , - 2" BRASS AMERICAN MADE, ` 6 . 36" of 3/4" minus gravel cover for 12" '� I �qrr CONIC, TRAFFIC BOX IN IIIc= 3 8 and 6 main 1 L - AWWA APPROVED GATE VALVE 11 in streets and right-of-ways . In easements, earth cover c I %moi FRONT OF CURB -- ► , Illi^ W/ 2 PLUG 1111. is adequate, Ird 2 ' BRASS AMERICAN MADE, I -- AW. a APPROVED GATE VALVE �� 2 RIGID COPPER 11. i !`�� =T1 2" SHORT Poured concrete thrustblocks at least 8 square feet of W/ 2" PLUG nIs � ��i�� III ' r III NIPPLE E� � 1 a - 9 ELL bearing surface at each to eros and bend location . l�ll�llll =1 I l_ I -11 �I 2" RIGID COPPER 111 ° �� ' - Fj =� - i � r _I ° � s �III��I 1111�1111�1111_ II'-- I'll' 6�•., �---- - � '.I'- ---^= 1 =11fi - =,11, °:' �Z� <,''Q ;yam 8. Fire hvdrant assembly consists of 12" or 8" MJ x 6" FLG tee , 90° ELLT SAND BED TO TOP OF _- - �� ., .^ fl '� COPPERiio ,, o: 6 FLG x MJ gate valve, 6" MJ x MJ holding spool, and ° Modern Mueller Centurion fire hydrant, A-442 , 6" MJ , 90 ELL 11P�, I II I't IV {�',I11 �" " 5 4 MVO, 3-part (2 - 2� NST hose connection, 1 - 4� 'NST � +CURB/SIDEWALK APPLICATION I CUL.-DE-SAC APPLICATION pumper) , IY' Pont . Opr . Nut , open left, color: yellow. CONCRETE THRUST FLOCK 9 . Each fire hydrant shall be installed upon a pre-formed SEE STRADDLE BLOCK DETAIL concrete block with 1� cubic yards of crushed 1�" FOR OPTIONAL METHOD drained rock . Tarpaper will be laid on top of drain Q rock to separate rock from earth cover , STANDARD GLOW OFF ASSEMBLIES MJM 10 . All sanitary sewer ].Ines 10 ' laterally or 3 ' vertically of water mains shall be encased in concrete 6" thick 10 ' from crossi nc;. where crossings are necessary, they must be made at approximately 90° with at least 18" separation � O below water Iirie . 11. All mains shall be tested at 150 PSI for 1 (one) hour with 1 maximum loss of 5 PSI . Static pressure = 90 FSI . 12. All mains shall be cleaned -ind flushed with potable water prior to disinfection and bacteriological tests will be taken by TWD. 13 . TWD will install all copper services prior to blacktopping of streets. Meters will be installed by TWD upon MODERN MUELLER CENTURION FIRE HYDRANT :individual request by same . A-442, n"MJ, 5 I/4"MVO, 3 PORT ( 2-2 1/2" NST HOSE CONNECTION, 1 -4 1/2" NST PUMPER), 1 1/2 14 . Every meter that is used for or connected to an irrigation PENT OPR NOT, OPEN LEFT, COLOR: YELLOW system shall have the proper backflow prevention device Installed and tested by the owner . I-6" BEHINf� BACK OF CURB 15 . Upon completion of installation, contractor or owner will _ advise TN'D of total construction costs to which will be I -0 BEHIND BACK OF added 10'11, for TWD inspections, water lobs; , overt gad, administration, samplings, etc . , and 2% for engineering SIDEWALK I --. \ ru�,iew, ii.c :.:dingy; '`a:, -uu;l�- " uia:ti.i�,�,-s � uL::?.Zting m, stet map, intersection maps , etc. 16 . The estimated 125. to TWD, noted above , must be on deposit I prior to beginning construction on water. lines . --- � CAST IRON VALVE BOX ASSEMBLY 3" OR LESS ` IQK I T {i:: 11 !1'' _ �11A'f=rlu_UA . 11—� PHALT PAVING _�_ � 11%x-- l �Illtllll �h=1iu� ' ' - I�CL =_M III- COVER DRAIN Lill--H � W 0 1TE7 ' ROCK W/ TAR PAPER 5 ro q w Illr`nl�-!'1 BEFORE BACKFILL Z rTl:l=1 r=III I II;, :�1 U_ g �o D j riI �Jliil �, 10 ;"yi -MJ HYDRANT OUTLE=T � ►- ' 6"MJx FLG ro w a - — �1 1 ` I ►, a u • - T645-&-_ ��riun=ry__7�11=1%ii ^,�//_�/�hrl-�i� �% MAIN W/ Jx 6"FLG TEE Q .amu nI1 -6" MJ x MJ HOLDING SPOOL (SEE PLAN' FOR MAIN SIZE) CONCRETE BLOCK ° m 1/2 YDS OF 1/2 -3/4 DRAIN ROCKh STANDARD FIRE HYDRANT DETAIL 'g �p� . sitD I.G. / 3�P PLVE 3 ph Y � G,J hEA L �• $„�� , J5, Kms,, 'p''4?I N� GROG, - 2oy5� � j hE� L 4v. _ r' t' 75 P l•A N I E kl F. TAP I►JS'(AI,L 9656uRE GES, I7Ip1NG SHUT OAF �ocKs p ;30tH 8"� �'' �oss4:5. TSP IrJ�TPtL NOh FIB ow to". ;HA,LL BE 810 t,� W/ 81 1,2 E LID. 24" DI MANMOt g W/ LAQDrr2 14J D VAULT, THE VAk1LT 4-HALL HavF Two(2�) 11'40" 81N11 4�4Snc nrV ThF a{ra,DF j) 6P THs VA LT ANO SEAtEO WIrN u0,u".W#24 C CZU.T FK,4kN "E.-ttTeA144■F F '7 $AGKE-iui PER mAexlrAcT*1&V% nfre,rit4r-Sn4• Nn U e„ CLA-VAL v q tr -6)A bn C`tA-VAL -olABGS / M537., _. C -•j _ an CU-VAS Q0�-OIAPLS L T OE\JIc.E 5HAL-L F& ADE-MvATC1.y ",uv"WTFb A 0 Sus rA,6 LY R_5nc ,A*p roOcv4 MPve.A4 a r,,E: =4r'"`�'11x, °fvAL( ST. C)PN . PERMIT N0 . 392-90 L rgy or Srf,E.L svPFbOm n1 t y. ,. ,.. . of . P PON ' +1h'i�l' '��'1'��. t�+.I�� i+l+lij��l+l+�+�rl+hi +Ir I ►(+I+�+I��II +�+�+I +I��+�I�Il+�rl 111111111 Jill 111111111111+l+1+. NOTE: IF THIS MICROFILMED 3 4 5 8 - 7 9 DRAWD'O IS LESS C'_EAR THAN THIS NOTIGEr'TT IS DUE TO f 9WLITY OF THE ORIGINAL a ^ DRAWING. " 1t 1►t Et it 18 0L dr eI L1 9+ %1 of C1 21 +1 of i O 1 9 S 41 E Z ++� - 1 n+ tdo+nhuthrilnNlni��u►� rti al~mllnuluul+uduu11a11n1ilutdw�llWlu++Iuulm�Irullm+lnul u�uuluuluul+� -- - MARCH 30 199211 � �iA y .r��+(6�`,•�"*f'S`,�,R'`.. DTZ e''."W'R"' '� T ! WORMit'�^M�'"�vpl� � n°�w;a.. r, �i ��'•