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11336 11430 SW BULL MOUNTAIN ROAD o■... x s� EE o II FD Lnm� lww� V I =i F KA 4 Ir. a� 4 YO Ar'��%` D WA S= H N C3 TC0 N CO Y 0,�. C7 UN E G 0 „ O UAT - Id N D a----------- Ua "'T00 �- Ei- N U 7 i U al, T C_ 1 SH 0Z F L W � cam•TI) O�JFTHI-E _.�•�.- z W, M , WN oved ..... 4,IWr tion8ll A „ +e ! sly. 'illi -- DEVELOFER - :I , .�� &HEE""'. INDEX I _ lettu to. • r � __ � + � SM I � GAA E • ` � - --_. _-__-_ N D�'� UJ S MAN ,� -� '" _, _ _ST_ ,Ad�r, :� 5�4EET DE6CRIFTIONy'CEMENTLImo1.,°""' , - -�.. _ -- --- - �--- z a755 5W IZL_ I �l& ��l Y E r <' 5, 't wA On ,� Z � � . u ty.«>,wt. .,.� ' y,. � SITE _ a + LUIL��,,CONVILLE/ OfREGON � l07C •TON , � COVER SHEE -r- c ✓03, aeL 75a � ;.,o• �4r�y �$ 2 GRADING AND EROa`ON COMTROL PLAN ij, � � o WNT1Yr ., r ' 3 MASTER UTiLl i � �� N C� �- e e 1� 11�•I ti inn n� f l 0 � +" E �' Er � +. •• STORN D AIN 5,J - _ w• n ' ` �� {� •� Duk" OL 54NITARr SEWER AND WATT R ��_ �'�N u U)E``LAKE CCN5ULT.o4NTS/ INC. V I C I N I T ,r' M A - 1� ~-CACI BENCHMARK OFF-SITE WATER FLAN O 11.1 i IC CORF'OfRATE CENTER I6UT NBORTNEA5TERL,4515 OF AYTIONS IS A CORNER OF a3 HER XACON OD AT THE O STATION Or iTE HALF-STREET I f F �E Ol.,i OI,�A �-'A>� l,U,�t�' l T i _ / AT THE INTER5ECTION OF BULL MOUNTAIN ROAD AND Approved U/a��r:......�r�!r� � ��? CI J. Z 8 DTAIL ST 0 HIGHWAY 99 WEST. EL vATION 303.25 Gonditionalfy Approved.............................. .. . O ice'OE G O N 5722 .4 THE ELEVATION WAS E5TAE1L15HED BY RUNNING TRIG �j For only the work desc �(} \ J DETAIL S H E- E T PERMIT NO. l LEVELS FROM WA�Hi!`.c:3T0�' COUNTY tbENClf!r!eRK NO. �/ J IC✓8•�."0(� 2 154, DE5CRiBED 45 A t3iRA'35 D15K5ET IN CONCRETE: See letter to: .............. ............I...... ( ]: FILLED WITH METALAT THE INTERSECTION OF S.W. 125TH Attu�'1.. ......................................[ J: o UAvENUE AND BULL MOUNTAIN ROAD. ELEvATION 4-1'..14 Job A _ _ GENERAL NOTF-5 By: 18. Al areas of construction ares to be avippea or topeoll. 15. Contractor to provide 3 Eclipse No, 58 5arrpting atw31!on m,,ntd'ac_turtzd by Kupferfe 2. The trpkememation of Erosion/5edment.atlon Control (E5C), plane Md the - �{ I. The CONTRACTOR shall perform d work necessary to complete this project In Foundry, 5t- Louis, MO (,3102. Tne sampling station anal be 3'-C.' bury, with a 3/4" construction, mdntennnce, rsPiwement, and tpcjadng of E5C faGlttlee 15 then I. The filter fabric: shall be purchased In a contNxious roll cut to tills length of the _ V FIP Inlet, e►►d a 3/4' hoes nozzle. AN etatloree ehnat be enraaeed In a lockable, noes reeponelbnrty of the app cant/contractor urkA alt Conetru�-tlon Is cc�mplet8_1 .ext barrier to avoid use of jolrnx WhFe, pint are necessan1, filter ckx'i shat be 1 9cGorderx-e with the plants Including each Inctdemaio as may be + eesary to m[3et 19. The removal of unwit�le material eh�ll les drone M c��rtsultdttr�n with the 90IL8 removable, 'sluminum cast housing, When the station shall r r ' for over and v ,pn! estdapoheci Iced t at t with a minimum ,4, Inch lb") •� Gp, „lid appl!cable agency requirements, and othesre as rx>< essary to provide a compieteeci EW-ANEr-R. Uneutt�4e Inaterial etihai be depow-i of M determined txj the n3 - r"re no ..et;ly aplx esgetdt' ancyecJll Irng epi together � ,ulopOrt PO *t,operattal, and the water will flout In en d brass AN work to Ud both Exide se candy fastened to the poet. I')5 the C ENGINEER. 5 each Ir►perld k+ removed from the site It triol:• be acres et also be of braes and be rem�-able from above with no kl k A vent 3. The ESC Facilities shown cxi traene platy must be constructetad In conjunction with the CONTRACTOR' Bole expense tube let.andrird) will enable the station to t:e pumpad Fele or stanco water to all clearing and gradlnc� activities, and in each a manner as to metre the sediment 2. The {glen fdbrk ff»�ce ,F>dY be tnetalad to follow the c4ntotrn, where {enable /-♦ 2. AI work ohel be In eGUxdar►ce with the �ptic,at�le regGjulat,lorne, epeclfle=etlons, codes, and requlregments Of the City Of Tigard, C:Ity of Tigard Ufteir Dept, the 20. The CONTRACTOR Dillon review the Fxciect nolle Inveetl lon report ed Freezing, end to minlenfze bacteria growth" The exterior piping wM be braeee, and a laden water does not erste, th,- damage system or violates appltcd*{e water Stanshell - The fence poste be spaced a maximum of sic feet (6') eosin and cirlven \ Oregon Stet-, Flue" 5pecraity codes, and the Uniform Budding Cone. by the _,011_5 EW.31NEER. The CONTRACTOR shat be responsible, F ��' 1/4" bol valve er-,aU be provided in piece of the 1/4' pet rock on the vent pie dards. securely into the grr-.wnd a mir,;xium of 3O inches. ]r folowlrrg dl res�ortnmandattorr and rc�r►dtlone bet forth In that report, 16. CorliJD wit Install /111 c eesrvlceso and 3. A trench shall b® excavated r 8 IncheA wide !. kechea 3. The OWNER will provide a 10076 Perform►enCa4 Bond for al u„•k. This bond. opper eemping stations prior to black topping of 4. The ESC Facatles shown on these plane are the minimum, requirements for '�+9F�'J oy deep alter with a Compllanre Agreayreent and E neer"/[ v + eemlerat shall 21. Proje_t adt limits bhad be ell frt line* and street r -of e e Ulster meters will be Installed by CoTWD upon request and payment try the antklpated site. condtlo16. During the construction period, these ESC facnitlee and adjacent to the wood post to allow the {Teter fabric to be knrted �� }-- rng± ei°F � grading props y 19h' -way, art;=et, e--, conat.ttute the per nttb reG7ulrtxj by the City of Tigard. otherwloe Shaun on U'�b dreuing, Clumvirel'1at be upgraded ae nesecSed nor unexpeectsd storm arverats ae+d to a9rneure that 4• W�•An sl.ardard e h Filter fabric Is used, a wire support fence shell be Fastene3d �--♦ �l Il. Upon comp;etlon of Instetation of the water system, the contrart.or or owner shat ec�dme *' uuker does not leave the site. �� 4. Any tnepectlon by the CIty, Clty of Ttgad Ulatesr L^z, , , . Engineer shell 22. 5tratgM grades ehdl be run between all F 191 ads elegy aitione old/or Finish - sectreiy to the I pslope side or the pests using heavy-duty wire etepW* at least one gr edvlse GoTllIU of the tOLEN co.netruclkx, costo to which u;11 be added IUti for GgT11)D the ESG faC0ltlee shat be ! tied datk by the epr*CaIPt/contractor and inch (I") tong tie were dx h°9 rlrxgs the were shill extend Into then trench e in any way, r 1e.e then CONTRACTOR from any obfkgdtlon to perrorm ins contax Ilnse ehoelrn, wTisee a7thee1ule�e noted Ie1ef7EeGllorle, water lose, overhe4�, administration, sampling, etc., arta 275,. for 5' � rtlnimtume or four inchtee (4') and ehlat not extend more Lhan �6 kChse above the work In strict compliance with the applk able codes nisi rent y regtlre�mEtnte. 5,,g ng �, nap maintained ae net to ensure their continued Funetk vrlg. orKdind cJf f oLr surface. e N,9erl review, �nclucN 'ab-bunt- cirawt r mAltte•3r ,nee9ere9Gtton �� 23 The CONTRACTOR shute have al e.teting utAttiee located oiler to stating any ��°, etc. 5. Thee locaLlon and depths of any utAlties shown on these plane are approximate. work. 6. The ESC facnitles on Inactive silt shall be inepectad and maintained a minimum TIetSE RFAAING! ARE THE PROPERTY OF These utilities are shown differ then beet shoat,. atianar�te. the actual AAKTARY =J= of once a month or within the 48 hours following a etorme a:+vent. 5. The stanclad strength f11tEr fabric "hill be stapled or wired to th m force, and 20 WES11AKL OMSULTANTS INC. (WO) AND inches of the fabric shat be extendBd Into the trench The fabric shill not extend '� NO' TO BE REPRODUCED IM ANY ocatlon and depth rtsey difrer from those shown. 24. A TrafflC Control Flan sisal be xbmllt,ed to the G1ty far review and approval more than 3b Inches" above the orlgtr►d ground surface. F11ter fabric shall ex7t be arAt�IME)t EXCEPT MTIa T►iE MR1TT1rN �. Al no time "het more than one foot of seclment bs alouctc to accumulate bc"nd MN**R,E ex 6. The CONTRACTOR snail keep an aprxovasd set or i-Aans on the project site at at bet'ore amu off-site. work b to begin. I The ends of sanitary service laterals or pipe ettbe shall be marked with one piece strAw bale eedment. barriers. stapled to ef:xlIKIng trees. WO _ times. 2"x4" mark6r extendingb" above the cvnd with the end nted white. 25. Notify the CRy ee>��ector, L+sthe tY,omne" ori 639-4111, 24 i'nattre prior to g � 6. When extra-stn th filter Ftbric arx-1 closer t are used, the wire mesh �n CommernCl lbllc I ovement work. 8. Ground surfaces exec ted airing cornetruction ere to be erx3ded as follows. erg poo e��aclgA �. altet•etlon or varlernce from three � � F' "p'' 2. AN sae>ttay sewFx pipe ehe4 be PVC plp�, eanFarmtek3 to A3Tr� D-;v3y (5ve�e 35,✓: support fence may be elMrilrnatsd. In such f toes, the {'�+r rabrk to stapled ,:,t• cr� Any piens, except minor rieki ed juetment" needed to meet existing field ,:ondtl mf,, el'taA first. be approved � the applicable tnetelled in accordance with A5TM D-2:321, or approved equal, agency re presentative. Ory v&lations from these plane shall be documented on d F OaRI{ch shell 5,p applied with grass Beed at a rate of 2000 b./ac-res. Or pa wired direr to the to with et other provision of the ebov® et.eynciad Huta for • elopes steeper than 10 i, hydoseW-) s►d mulch shall be appiled udth a et.ardad strength alter fabric applying I 3. AN Nate to Nate rani c-cxnetrt,cttr�n I pilaris and traanemltied :a the desrebpor'e Engineer. pr pr ta�j pipe connections are to be wreb un1A�e otherwise bonding (tackifter). Appllcattor, rate and mesthodolo� to leer per ,e�tr c � noted J.11 private to public sanitary main corrlecttone are to be tepee. .teed let�recomme�ndations. 1. 5e9dment fences shat be removed when thEey have aeaerveic7 the! useful purpose, but Zan 8. The; CONTRACTOR shall tw r e For coordnetl not before the t{7aelope dee has been permanently et�nlzeci w eeponelbl nQ the regiOCetleJn of I. An estim&-ad 12% of th a water sy.6tesm, costs must be on deposit prior to beginning 4. Tracer wire shall be Instated for al private non-meteAic eartt.ay Ince. Traces► burled end ovrsrhead utnittFle. cx x constructlon on water Ines, and to resolve a Ifty of Tk3ad Water Depatmesnt (CoTUID) wire For public sanitary line shall me3et I,kNfled Sewerage Agency requirements. 0. Seel,►lent feyneegs shall 1?es Inspected by then CONTRACTOR Immediately oftegr ty} 9 The CGNTRA(:TOR shall r,otlfy all G mpaniPe dnG ac�enctee with underground stamped approval on c�or►,elrurtlon pians. g7aRM DRAlyd.9 Dry, bogie, weed ire�e straw used ae mtdeh shell be doomed all ciatiles th>Fr each rarfal. and at leest datk Facilities y durlr protonced rak+fatL Any r�ltred reFarepairs CD Facilities In ihp project ilea 2d hours t7ef Ire eoerlmenGlrlg COrI"truCtiOrt hydrexnulch application requlrsment 14000 b./acre). Anchor straw by ° be made Imeneaateiy. 2. The contractor shall int rMeln one sent of ColltlD etemped approved plane on the I, Prlvate storm dales pipe shall be: Claes 3, non-retnforced concrete Conforming to working In by hard or with equi iment (rollers, deal tracks, este. Mulch, constructk)n site at all '.imee. O All traffic control shall be performed m acccxclance with the Latest ectad^ of the A5TT"1 C-14, PvC Conforming to A5T1'1 D-3034 (5DR 35) or smooth Interior be spread uniformly MWIedately fole71" seeding. <} Menial of Uniform Traffic Control Deities (MUTC_;p) f" m,��dlft,grl lay the corn ern Ccxiformr to AA5NT0 M-294: A5TM D-1748 and b. Sol Prepar'dtlor - Topeoll should be <� ' t� r'�f16 ng • prepared accrxdng :o lends"-spas G ado., Supplement" ASTM D-2412. Minimum Cover between, nniehed ground and pipe outer wap le -da►ne, or recc m%yidatione of grass seed supplier, It is recoirwriende.Li that may,z I p fl. At rte:, and fill a sr>al be nn st 3. Notif Cc i1R� .6 hotxa+ for to commend 1.5 feet In paved (veshlcle traffic) areae and 1.0 feint In landscaped ,r". 1pe a be rr-xigh wined before lack wdki ldFvl a crawl{ �l //I� 1 �� /r F'e ee{�er then 2 Foot horizontd to I foot ve�ticd. y pa ng :onstructlon to set up a pray- vactor up and down slopes to �pattern cot cleat I Won adlel >� CO�te�'�'� ��C ��• C�fL � constructkn meptlnc3 telephlone 639-1554, pa alp► p � 7�r 2. Public storm lain pipe materiell noted r-, "RCP" "(;PF"', or "CP" on the plate slope cOnt.otrs) or other method to provide more stable Otas for beer✓'- ;u �, Oi i2 The CONTRACTOR shill utnlze "ultcrl7te nutxgradq material for � fTle. Ali flub ehnal be as fc�tiows' ►set.. `/� In construction arae to be placed kr I' mkfxlmum efts. The CONTRACTOR 4 AA utc.,a. e,,at taP In ec.cardanc.e with ,atu.lA standade. °.)TREET°.), NORM DRAIN, WATER, AND `3ElUEF: - 1" shall corrpart "utx3adef to not less the 95% maximum density as cleterlrined by A) Case 5 relr!orced concrete pipe (RCP) shall conform to A31-M C-%. C. 5sedI g - Recommended euoeton control geese seed mixes dru %e foloens. urbko,Ta T-99.loll Compact kris. de to a Ilse ludo fe3t4t. tteyond ecsgry of paving 5. An work u>nl be In"per_te3d and approved by CaTWD. p) Smooth Interior corrugated pok4&tt,-, n pipe (CF'F'') sinal caiform to 54maar mtxe& designed to Achieve eroeton control may be sul7etltuted if CITY OF TIGARD cur'be, end etdewaNc �sxterMJOrle. elle.th waNerEng e band b. AA5NTO M-294, A5TM D-1248, and A5TM D-2412 (3 feet minimtm approved by jtrledctk7n r NI pipe c{ fittings "I be duc_tne non, cement.-Ilnesd. Pipe will bei Tyton Joint l J03) �03q-�41�11 Ci��' Of i Ir 13. Duet abatement s Duc_tfle Iron, Glass 52. rover). ApprovOl hall Ee mdntelrryd hxa aGiQgUates rr en C) Class 3 non-feinforced corecrt•tte pipe (CP) Shan conform to A5TPi C-14. I)Dwerf Grass Mix lbw height, low malnterne ice): O.D.O.T. Foroflf}e th0 Werk as dfe<.l.nta].J If". 14, The PAVING CONTRA('_TOR shall be resr.v-1nsibie for adjuati all m&*ioles, 1 36" of 3e4" mtrus gavel rover for all water mairw In street and rigt,t-of-way. Dwarf Perennial R"grass, W% b4 weight <SO3) 229`5002 PEIaNlITNQS/t �5.,�� 5 Z 3. Al public diol private storm Imes outside of the street right-cf-,:ay shall have Creeping Red Fescue, 20% by UeoigM � etch baetne, eleenaete, vaults, este., that are erreseetehet b4 construetior, and/aa illi to gask.eted (U,tar ugM) joints. �� rete: IU0 � minimum Jab AddF6S's lw all/ � Finish grade. ✓toxin drain Ir>W etructuree shall be Adjusted as water Flows Into the 8. AN valve operatk,g nuts shat be wltMn 36' of fit'shed gr&t *, otherwise valve. app{ you per acre fl�i ,.,..-_B i' a` �/ structure without poncincj hasten. operaung axil exte„elone ufi be required. I v lttZ_.... �� 7 7 /y 4. Gaskets (water tight o1rtU are not required for public storm nreee :n street right- 2)5tenciad Height Grass Mix �'/ / U 9. Poured concrete thrust blacks of at least 8 shade rest or bearing serfer_e dolt regc�uL enol Of-`°y gh 5TREEl'3 - (Bull Mountain Road) � � 15. The CONTRACTOR ,all demtodsh, and remove d buAdlexge and reslelesd Annual Ryegass, 40% bg weght - A structures on elle. L nolltlon work shall also Include removal or el sturtps gird at each lose, erose, and bend locetlon Turf-type Fescue, 60% bg uxoght IUASNINC�TON COUNTY 5. Al private to private storm p+pe connections are to be ueye" uriless otherwise 1pptic anion rate: 100 ;.wand ff"mum per acre W A51A 693ON C vLJ eget.et.ican ctdbrle from conetrucllon arae Canformnar+e_e with � rAgutatlone and noted. At privMe to put7tic- storm main connection sea to be nese. pa9rmltting requirements for such uKxk shell be the reeftcK•*"ty of the 10. Fire ►'dram ase&" coneiete or an MJ x b" Fig tee, 6" Fig x MJ a valve, 6" MJ x � �� QL��S �IJ ��,, GUNTRACTOR. MJ holding spool, and a Modern Mix,311er Centurion fire ant, A-442, 6" MJ, 55,1/4" 6. Tracer wire tx i d. Fertilization for ass aaod -- As ler's recolrMrw>datiory" �' ape shall t'9 Instated for ap pillions morn-meatatk: storm nn.e, gr per eteppi MVO, 3-port (7-2-1/2" N,15T hose cornnecllon, 1--1 1/2" N5T pumper), 1-1/2" pentagon Tracer wire for public stfinn line shall meet UrdFtecl 5ewerecge Agency Development areae wfthln 50 feet of water bodies and weetlads must use a IL Ib. Fxisting site eonclttons and olevatkxns show on this l.tlerl are from a elerv@t4 operstlrxg nut, open left, color: yellow. requirements. non-phosphorve fertilizer. comtp{etead by Westlake ConaetAtante, Inc. Tliaq C0NTF?tk TOFt 1. The e�r>r* of storm service letesrals or stubs shall be marked with one tete I t Each ire ant shall be instded r�r p� p G. I'latertng - 5eedng shill be stppiled with edaaquate moisture to estdallsh ehtal visit the site diol ��errfy all existing condltton anr_i elevations to his rya' upon prat mad cax-r�to block with I i/1" cubic 2•x4° marker extes►►di 6" above the ground with the said ratt4d sen setisfactfon. yards of cn.t"hc4d 1-1/7-3/4" drain rock. Tarpaper will b,- laid cw top of the drain rock � g � gr `✓-dee. °h�7ky water M r*eded, especial In abnormally hot or dy uee,ether r to separate the rcck. from, oath cover. 9. Area Dralne are to be ND5 11800 or ND5 11804-, 18'kl8" Ma7a�t47r Gatch or on adverse alto". Water "Alcatian rates O"Ad be corwollesd to 1:. r E3eek, with IockirXg 1.doe or approved ayc>tl�al, provide ectequate moisture. without causing runoff. - -, r '; :\��D R�F � ill. They txndergnd en utlhtt r shown have been located from the flak! "trvey 12Ali eanitar bower nness within 10 feet later at 3 feet vertic of a water main � �.� ) d I,'IFoetriatlon and e�.btlrng ►ecc,rde. The exlrveyor maltase no guarantee thtit the y N��1NfF U (1 underground utilities wWwn comprlee al rich utAltles In the area, either In "erv►ce4 eh,el � enc4traed In a reinforced GOnCrete!4 Jac kM b" thick for a dletance of IG {deet on 9 '� latera cc»mectlone Into d5te�nticxn plp� to les eade>>les cape, f. Re-tleWIng - Arom which fall to establish grass cover adegiat.e to provent �CCr �' y� ��I�WED BY G cC ^r 0 or aljandorle!rd, rhe surveyor ►u5,;-her does not w&Tent that the underground both sldee of the crossing, Where croe"irtge are neceseary, t.hesy must be made at lU. The dot erosion a+hat be re-seeded as soon ae such draft are Identified and all � U) aFrproximately 90 degreat with at least 18 of sope•atton below the wailer Ar.4. detention pipe materlAl "hal "ttpport an H-20 llve bold and ha�,,e a :!/�� /` d" 16101 5 S -�,��-�,v epproprlets mlesefeuse token to aystd!illsh adequate cover. O anlnlrnum 5o yasar cieelgn Hies. 14 cgatx3e CMP with 3x1 carrugatlOrae and a �'0 �l> JUL 2 T 1995 � w ut {les shown are M that exact kxetkm I+Xflcalead dtha,gF, he dose caartlfy that tY they ae lexate dl as aectrAte ig re po "ibte From Irformdton aveAd7{e- The 13 AN main" shat be tasted of 150 I for one (1) hoir with a maximum lose r 5 psi. bitumen cc'ating, dor appro. :d egLIA. OREGON � Z strvealyor hes not phryfk.diy bcataid the undergrxif utiptles. Potholing "ileA 9. Ti's CONTRACTOR shd provldeg site watering as to reeducce wind ��/ ' ��/ ( bort done by the CQNTRAG*OR ae deetnesd rrseereseary. Stalk preeeve • 95,0 pet. eroslon or bolt fines, neasee►fiy �p 99S l y o,`'' 1� P Wesli�l;e Consultants, Inc. ";� 2'. , � SHEET 18. The CONTRACTOR "hal notrfy the developer at least l2 hour" prior to "t,. t of 14. At melee shall be cleaned and flushed with potehle neater prior to disinfection. 1 10. All e rasion control measures shat conform to the WaeNngton County '11�c )' t,FN Af;Txdied erosion control meant nal 5,ahall it takers the CONTRACTOR a ra "Eroslori 5adlimentaition Control Plats Technical Ciuldanco Handl:Kook'. O t I� e;lesd-kKg ar_tivttlee. HectNrlok�Ical I.eete will be taken by CoTilJn. provide al materld, ement, ansa psrec7rtnPl r>6nceeee'y to mAlntdn ,each erveion OF9 protection measure". Any dit" ceu+ed by esroelon shat be ccxr@rteed the F �! I I. Res es"cebneh ground coveter oiler to restnovd of erosion control measures. JOB NG. � ; en CONTRACTOR � hie\her own expense. �_�- EXPIRATION DATE 93801 11336 and 11430 SW SIT 95-0026 i 1'_i•_~ Bull Mountain Rd 1 of 10 SIT 95-0022 f O��• ! V IF THIS NO'FICE AIWARS CLEARER THAN THF OCT 51998 DOC(IRIFNT,T+IF. DO('(IMFN1' IS OF MARGINAL Q(JALIT'V. N11CROFILN D I I I INC14 '�MADE IN 04MA i "eve 3 til{IIIIIIIII�IIIIIIIII�!;Iilllll�llll"IIIIIIIIIIiIII{II!llllll{illi IIIIIIli,.Il!i!illi]Ili1liiilll)!i{Illilli!11fHI lilt{Illi tllllttirlllllltt,Ii,Illi{Iiillnn{Iillllill{IfulUll�tllfint II71{InI till{IIIlllill{Illi 1111{NIi illi{Il111111111II1 !III{Illllfllllflfflflllllfffllftflnifltr i V n HILL �vl W COMMONS APARTMENTS CTY of MGARD , WASHoNGTON]jCOUNTY , OREGONSJTUATED JN W [r-,-� E NORH EQS 1T OUARTIER SCSCTDO[N 10 012 TOWNSHJF 2 SOUTH , RQ G� E 1 WEST 9 OF THE W. M . Wza o W m: Y L' ,elf a 1, �' .n x�x• mg Oqg DEVELOPER - - : ��, f I W Fc r • • • ' EET INDEX A��DREUJS i*fANAGF FENT, LTD. SHEET DESCRIPTION I 8_155 SL CITIZENS DRIVE LJILSONVILLE, OREGON e7070 ' SITE pry 1 COVER SHEET t Lu (503) rc82 -058 q ,GTON - O 'GOUN� 1 Y `a• �„A 2 GRADING AND EROSION CONTROL PLAN �•_ 3 MASTER UTILITY PLAN (L� > ENGINEER _ ' r 4 STORM DRAIN PLAN 5 SANITARY SEWER AND WATER PLAN U UJE5 "LAME CONSULTANTS, INC. VICINITY M A P I-II PACIFIC CORPORATE CENTER BENGNMARK OFF-SITE WATER PLAN w I /�I /� II I y BASIS OF ELEVATIONS IS A 5/8" IRON ROD AT THE OFF-SITE HALF-STREET IMPROVEMENTS O 15 I i 5 JS�I^LIUO1H P'37224 AR}'}�� (JA I . 51,,1ITE i 5O NORTHEASTERLY CORNER OF THE TEXACO STATION g DETAIL SNE� T z = W T I A it D, O R O N J 2 2 �"F HI THE INTERSECTION OF TION MOUNTAIN ROAD AND HIGHWAY 99 WEST, ELEVATION EDB � Q > THE ELEVATION AWASSH ESTABLISHED BY RUNNING NO 9 DETAIL SHEET (503) ro84-0&�2 LEVELS FROM WASHINGTON COUNTY BENCHMARK TE < 0 154, DESCRIBED A9 A BRASS DISKSET IN CONCRETE FiLLED WITH METALAT THE INTERSECTION OF S.W. 125TH 0 AVENUE AND BULL MOUNTAIN ROAD. ELEVATION 412.14 Q 5. co rector td SEDDIENT FENCES I. The CONTRACTOR end pafc Al work eo 19. a sea d covetrtictan ore to be strppea cr lop.aL Aa'de a Eclpee No. eg 9asPlrg 9tdlon meyi'eclured by x:uprerle I. The Irphncor,alon d EroNp/gedremelion Oornrol 'E9CJ, p» and u,e t/ accardecs with the reo''16Yy cogpete Mw protect m Faur,diy, h Laws. Mo 63102. The waif. stolon ertd be 3'-O' buy with a 3/4" corotructlorl ermevrce, r 9C plea McLdina such IricoeMale a " be necesesy to reel 19. The revix vol d unundTle usterim cry be dare In Conswalicm with the 9011.9 � TOOL ad A 3/4" rose, razors. Al stetloro •hal be owio6ed In a bckamis' rory md the eplecorem, end tpgadmg d E recurs Is the I. The fker falxk Nal be pwchased In a con lhn rd oA to the 1ength d the Q apparnale egeroy regaaemerns and other@ a roc assay to provide a cospleted ENGlhffER. Uncewndab ureteral and be reniovada, al,mrr,n.caet ritx,eirg lul,en g2enay, tris stetkn and e ro rp reepGoftipa and v /comractp v,n al corowctwn is rarpined Mrd barb to Void We d tolr,k Weer, tam as, roce"a" (mer clout and be Project. 9011.9 ENCa1NEER. If • h motorist Is r on one site er" bedonea _�akrt s,d the wear Wit ftow In e, d-bras wwnsway, Al womkxg rp�s u �' �"' �bitli"4'i"9 stablN'ea epliosd la9efhs oAJ d a e'rPP�t PPot, with o aMeum Nx Inch (f') wSHI ar,d 1 2. A4 work cry be M accordance w(th Erg ra�.�Irloro 1oelOro. the CONTRACTOR'S ode expense. Ago be ee or bre call of be ',ov� frog, an eeP fee Id a C59" g copper v� 3. The ESC recuts eR un on itis® both •r,W _fthLg ralsMord to Lhe post !-1"-{ �- 'd'� '-5-- eon« p1aM tYN be CIXI•tnlGtaKl n contwclbn Wlln 2. The rata fabric forces Md be imsteled to ro6ow the comers, where feasblo. f-1 colds, ea regyrergnls d Erg Croy d ngeq Croy d need ulster pops, the O. The CONTRACTOR asst review the o seer arid to mnimlze beelrra stenciling Prex'e^( al char. ed .wing scuvnre, ghd In such a norther m to mve Erg eedirem The force ehd be ' p tact Ec:e irvestgetkn report prepaed ^3 grac,h The 6xternor piping ua be bras, ed a codon weer dos not er,a the as am or vlobte span end givenLL Oregon Siete P4rbirg 9pecany Code, old the IlrAfonn 5 Adirg Code. by the 5011.9 ENGINEER The CONTRACTOR Ny be responsible for I/4' bel valve shd be prwick o in place d the 1/4" Fort cock on the ver, par. �� ^a9° R�cable weer @tic ThSNIIe e p osis go b a xsomaginimto3,l of of s,tx reM (6') fdomi g d reconmterdalloro arty caro/ttoro set forth M trot report 16. COTWD at Instal d sere,;se end 3. The with 8 w9 gAmmos a Teem mi and Bora for d work. This bora, copper senplrg etetloro prep oO blrok eop,rirg d a. The ESC facsUoe Ncwn on those pan tri Erg nxnmrm reglirements for 3. A vetch Ny be excavated r B ranee wide 17 A,chee slag with a conpnsice Ageerent ea Ergtreers/Devebper Ageererlt and 21. Protect umn. and bed striata Water n.tare u0 be irateNd coTwo , deep CawllWte Erg permits nsgrted the C d d gad^B property nn arca street rig,-d-way, weese owner by trach egast trod peynnem by the *a"c"ed site cortduo,a During the coxatu Elm period, these ESC rednere uPebW end adJacer, to the wood Poul to glow thslloer rdarl, lgbvieci ny T5s olherwwN s/town on thio baM9 Nor be upgrgraded a needed for unexpected storm events and to ohms trot d. 4 tion LFIe CN d Welter esdment-aden wetter doth not Ieave the NIL 4. W,en stenciled! strength Thier falxlc is used, a We euppon renrA Noy ba festered ni rspet by City y Dept, i erg Engineer reer firth 22. Steen ge es ehd be n n beuue6n d nee ode eh a ons e a finish n. eon wspeVon d Ins Mian h lig ,eta^ sts em, ur con fro o or cuff Md Korey to the CsbPe side d ro pati uN g ga y dny vire staples ol est ors, U not. In grra wag, reaeve the CONTRA OR from Ion to grawlN COTWp d the lattl canstruclbn cost• b which W4 be added lot for COr,W cries !I") a ere a N The We ahtll extern Into the tnrrh a . work in strict penam the comar dns@ shr4un, ursea oCF,arwlN rated. Inspections, weer Iose, Overhead, goignslydion, BIG. ed 2% for 5. The ESC fecetles " be Impected the Ard conpAtr,ca with the ry2PAcdTle cod" ea ager" regrrereme. 1 review. I °ee°Ilrg' maMterrp a to erne lrgr co eHued ru rcy rota "Arseuec d rov I Ichors Or ho a Niel not, eWe more then 36 the t arcus Err 23, The CONTRACTOR shell rave al existing Astre located prwx 10 nttrtr,g ant J r'g r'ck-*19 'as-amt" drhags, uposting nes'ar map, x,ereeetion ^��y �� or ound '��. 5. he loratbn era d honed tidiest Man on thew va 6. The ESC recdtrs on lraetve Noes " be ihepected end sarnerrd a onsenn These utend ore Mown differ FFro best kllshow , avdebls. Qro �Oxmale. work. d once a marsh or within the 46 hove foldang a storm ova,, donat ThKg MsraS all[ M Feontn V bcatlon era d(fH.h may after from IKON sheet 5. The slede'd • h finer fdanC shd be sloped a aired to the teres, ora 70 wus L Q S&Tmn me (A) ice 14. A ndfk Contra Plan shot be elbmlted W the Clty fp review era ggiroval Inches d the rdartc eY,d be exten:gsd Into Lr,e tnrr-Yt The fabric N,d nor meas M r T ro of a17"ONA O Yr a) 1. Al ro Lime ehd more then one fool d gBdiMenl be stewed to aeeumyde behind more than 36 rlCltas dzve the ground WNaIFn A T ant Tr[ anrhd The CONTRACTOR shell k a before cry df-Nte work w to arcs stew belle "mcfiMor bthen o a wfsrlsmrr a ea sap gppro ned sit d plow on the project one dal 3n 1 ,erg ends d ser service laterals p subs " be tusked with ore Eches to he ro t Vines. 25. NOtif the Cn 1 2"x4" mtrker mne^OI^g 6" dative the 9 with LM end ported white. ces. pkJny avfeca Filter (orbic Noy not. Iv y y inspector, Lathe ihortae d 639-41TI, 24 Wows prior to PaI AN alteration or rgrtmce, horn three dpmmerclrg int p,bik Inprovemem wax. exPoeed clang construction ore to be, seeded a rolaw: Plass, except be real edJ t7j the 2. AI eadltry emus pipe Noy be PVC ape confermng to ASTM 0-3034 f9DR 35) 8. Ground evfror 6. When BxV?Nrarglh niter falxic erld Glaser apt serorq are useq the ties ergs ne,edwt to meet exatrg had cpt]tkne, eh,d fret be approved by the 4PPICA le bslyed M accordece with ASTM D-2321, or q proved squat kgci a Fence may be g"nat9d in such a case, the filter fatrk a .toped or cons�it Ion ee�Ivo. Ary vorlotions From teas plans Md be cbcucremed on, a i-Yjdromlclt ehal be palled uNh goes good e a rete d 2000 b./gore. On cared drectA o ur posts wlh d other pro ,;on d the d, starasd note rp �t. 3. a I gie to Napes sleeper Iran 10f, cooed and myth Mal be ebent'ard s rints e'd tr~ttea to the devekper's Ecgrear. pr antras eentay ape tnnMgeetoro tre to be wyee unhss OLF,er,uIN «ackirb). rale ora met `�� with a w"gn Toter rdxlo eon Rx IIIw7T'R AS4 noted AA prlvde b plbac 11,,tay aain connections, ice W be tees. � seer, ' atim hOdobgy b be per 9, The CONTRACTOR shot be responsible era coordinating Erg rebCeLip1 d stppna Igcamreraetipr 1. 5edimem fences shat be raroved whom trst have served their vWd purpoN, but Wm Wlad ed werneed Utgtles. I. An aellmated 12% d the tint® system caste mitt be on depoNt Ion to 4. seed erre " be lmtaled fo d not below the R b�nnlr'9 prn ae rorrmetesc Berney Ire&. Tracer WsioPe ase eras been P07w ntyy stabilized. corov d ap ro were kgs, as to receive a Gt d d Weter " A9�y aN p % 9. the CONTRACTOR Niel roof d mnpssse ora cors with user Dura stormed q�pruvtl on ccnslrt,ctlon y � �Pa+ment lcoTuo) erre rp plbik edrwlay Ike enol meet txsrga saws r roreme. fediths m the o 5. eedrwml dIL Ons Ny be Inspected by the ed raWa70R alar Project tree a hour@ txrore camnberng �„stn,cuo t DBAPLT Dry, loose, wase-tree straw uNd a s,rx, shw re spaced x sable the each rtlMd, ea el bat Qekt dwMg prObrnC),,y� ,arrei Aryl�Ae°d raper. "m 2. The comrector Nor melmdln ore sal or corblp stormed approved plane on the Private storm aeM Ndrosach applcation regrromer, (4000 b./ape). Anchor strew by @hd be Mete eegdi01I la All traffic contra cry be, perforred In xc.orae,ce with the ate@t edtion of the dorsi tion site e al times. pipe Nal be: Cher 3. ,Mooned concrete cowarsNg t0 uaorkvlg 1^ olt Fitrd p with equprem lrolers. cleat VAckg, stet. Mukh Mesial o; udrorm Trdrk Camra Devices rtTlTco, a mx•rcea by the A5TM C-l4, PVC confpmng to ASTM D-]034 (5DR 35) or smooth Irnerar anal be apread uMromst (road" fok" seeding ae9o, �vphMgnta. ta^wgeted poyetrylm,e cod= ton AA5NTo M-294: ASTM CM249 and b. Sall Prspa-alkn - TopsoA should be prep~ ac.r cghq to Wdsc,ps �> ASTM U-2a12. Mim+um cover betucern fMi•hgd eased ed ape outer we a plan. p recommerldeuore d gees seed Nr .or. It Is reconNraed tat gm Ii. Al oft 6 d m Mopes @Tial be ro steeper then 2 root h,,,onte to I too, vertices 3. Notl'y COTWD 48 have prbr to comm rc, oretn.ctJon to set 1.5 real In povnd lvehide traffic) ass end IA fart M cr ls,dx-aFaat arak Mopes be ragtare aeras se«>.,g aj 'teck,walklrg. (driving a crowing tenet tt o nee i y Te yha a 639-155: - " ' tee p cap e e dbur .kpea ag a a pattern >r c egl nwprims padel to GON7ACT8 1'F'UBLIC AGENC1E9r a 12. The CONTRACTOR "I utlAze suloede subgraae m&ternal for d Me. An fNs 2. I'Vok stem train pps nosy noted a "RCP". "CPP", Or "CP" on the alae rebore cpnars) a dhr method to prwds more •tat -..s for seedy to 01m M COIWnuctiOn sea b be PEW M I' mexlmm rifts. The CONTRACTOR 4. AI war Nal be nn errordtrre wnn AWUA ate-aacb. Nod bs a tallows: ghAy caipact elbgede to thiol 1e•s Err 95s ntetaum dergly a determined by STREETS, STORM DRAM AA9siro T-99. Corpect Nvgede w e ire two real begone edge d p,,n,4 5. AA work wni be, inspected ani app wed by CoruD A) Clss 5 reinforced ca-Tete pipe (RCP) "I conform to ASTM C-%, c. ung - Recomnerded eroslom cofa cross Ned mixes ore es roiows. r WATER, AND SEWER - cub•, end .1del•dt extorobA. e) 9ntooth Interior comwgen,t poyolYyrore pips (CPP) Mel conform to 9+mAtr nMs designed to gcMeve eroNon rontol may be elbe/nuled a CITY OF 7I6ARD 6. A➢ pea end rillirge ort+, be v,`tir iron, ceremared Pae We be Tilton ,Jam AA9HTO M-294, ASTM D-12.,'.. old ASTM D-2412 (3 roet m og approved by ,Wlsdictbn. (503) 639-4111 13. Dust ebolement shot be mdmdred Ductne from, Clef 52. cover). by adea,ete wdenrg d the one. C) Clue 3 rxar..er,fpced concrste orris (CP) Nal conform to ASTM C-14. VDuerf txes Mix rkW rrkyx, kw m hoot, rceJ: O.D.0.7. 14. The PAVWG CONTRACTOR NNI be reeporrble for pq c rt nr,Yolee, 1. 36' d 3/4• nirue gavel cover fa d wets mtlro In stoat erld then-dura art Psemal 1503) 229-5002 catch ods', chaouts, r Inlet etc., the ore dratted to ego"or n end/a nal to 3. AI pubic Mrd private Harm s.ww outode d thio •••cwt rigrn-or-twN " have G Red T�ue�20% by weigh etfinishgees. storm oral" Hist etrucwes shy be edtwl.e a wets nous into the S. o valve aur a to ruts shy be wfhl�W*;Ir 36• d nMsi,ed gads, otlrwwe valve peeketed rwder ugnU joints. kn role: loo pow,d rMsum per ,erre F ewctve witrwt parcfrg water. aperdNn9 M exterNpr wA1 be ra�.fired App4cot4. Gasket• (wetter tightJoint) ore rot r a col equred for Pb1k storm Inas In eV9et r I5. Tho CONTRACTOR end KIOM w arc] remove al bu/crgm one of 9. Paved harmers s. an bleed• d ol hal 5 •gas's root d betrrg aareu tri negalred d-wey. Ig"" 2)9otrdtrd tral�� 40% by wolgn STREETS - (Bull i'•loUfTteirl Road swcttsti on .nor neM d Eich work Nor Ago Imide rsewit d al etwpe ee al air„ tor, icor, sal bend butlot 5. All ate In Ivme storm Turf-type fescue, 60% by wm9nt WASHINGTON COUNTY W ver-yaldion debets from darovueelon sea. Conformelu with al rxylelons ed pm' p Pae r-anreedro x to be wyes ureess arrwbe eppileaelon rete: loo pound ek+sgrm (503J 693-4563 0 AN tTr�rO�R.ramor,e rp such work sM be the resp nglibi y d the lo. Y,y?an assWj corgs4 d M r'7,) x 6' Flg tN. 6' Fig x MJ gels vtiva. 6' nJ x noted Al Privae to Pubic storm man cpmetuon se to be tees. per ape folding eWd ad a Modern hivaler CNA.vlon fns rsgr)a,, A-"2, 6" FU, SI/4' 6. Troca erre or Lias " be I%tjgsd fp al prWele tun-Metdk slam Ire. d FertlAZMkn fp gess sqt - As For Ngadsr's recosmgrclelbra. Eli MVO. Spon h4•I/1' WT nose cpmrctoa I-41/1' NST puwpw). 1.1/2' pentagon Tracer use for public store Ane cry meal W61ed Sour Dov sea s bead - fart d 44-A bodes and uretltrlds mitt ties a 16. Exblrg site conidilbrw tr,d sbvdbro e/oarn an this plan ore from a arvey OPsa i g nor. Open WE, color: yelow. regaemsnle " Age-9 r,or OF`heonor fertilizer. coap4led by Westlake Gonmeams, Inc.. The CONTRACTOR 1. Thr encb d Stam •ervlu lelaels w a shy vlNl the ante ora verity d exrgtirlg condition end alevdioro to his II. Eroh rt'e hytren shy be hw,.eer! upon preformed comonste block with 1 1/2" able pipe tIbs Md be mtrkad with oN piece a. wolaA.� - 9eedir, d be a satelocton apapor Lop of the Oe1n rock 2"x4" maker exlendrg 6" above the ganra with the end painted Been 3 ' .ppied Nth adoq m moatve to ,tabgsh ytrde d vuehecl 1 rook fir 14" erth rock. T we be laid am gran 9ippry war. a mg sdoc- gspaclaltg M gbhorraYg hal or Qy weather to eepe'ee the rock /Tom cath cover. 8. Mee Rtlro ore to be 1d 9 11900 p Nag 11904, IB^xl5' Modrltr Ce1ch or on edvWw N.es. slater appdcalon rotes Motyd be controlled to n. The urcyergMo S utsus Now, here been locator from chic Wald sway 12. again with looking tebe fir et.pron ed Oqe. Provide adecit ryrJIN1Y9 Without C Wg nNto". N o Nf Jrr,ylOn m+e exatMg I4;pde. The sweyp Mars ro cysanee try the sa+na'y senor Mia within IO real lstererg air 3 reel verlkgay d e wets ern undergr v u Atrs shown CanpmN al ewer utilities In the sora at,er, 1n service sty be encased In a reinforced tonc,ele Jacket 6" thick fp a diet,- d to reel on 9. al lateral connections Into detention pore to be mcids tape. f. Re-s.ea orae wfrcn rd o a.d� M see ecus a o .5 G 1 Al �. e (J or 406mclo ed. The wsyor rwugr does not waren thol the urdergwrd both sides d the posing owe croNrxys ore rocesay, they nwt be ores d ^9 g odmojot proven U E. eq o utAltrs •noun trs m un exact bcdkn ln,dlcded sttrwc� ro dos certify trwn apvoxmdey 90 dKJ'rahs with d rat le^ d Nptrdbn Belau the woler erg. to. The delemlon plea mn,slal cry aapport en N-20 live bed ed nave a erosion NTd be re-w.eded se Boon a such sea as der"fed, end At 16,015 n. troy se orated a gccuretey a possible From Irfprrtom gvalal,le. The mmmam 50 goof design live. 14 9" CMP with 3x' corrugmioro sal a appropriete mea res tek.h to astabiM adegme cover. � S 1110-10r rtes ret Phykdg locolad the uMdwgrorrd utstiaa Polhding asst 13. AI mein cry be tooted d 150 PdI fp one (1) hoer with a maxsur, ks d 5 pm. bitumen cogtig, or soproved equal 9. The CONTRACTOR ehd W be mfg the CONTRACTOR a eeerad 5tgtk seure . %0 I. erosion d son rings, p wale ane weer a �j ^BCas@atf. (x ors ire rcece•ay to reduce uwrd , OREGON ,V � 2 u I9. The CONTRACTOR sly rotlf the dev I4. Al coifs ehd W oherd end ken b tins 10. AN soak" control reaetrs• shy coNorin to the Itwohi Conn y ick pW d hal 72 hgfrs prior to @tat d potable water prig .o dwfrfW,,on dssrg ecwnh.. eactaldogrd inti• ori be token by COTIIA. t. Approved erosion Camra meesend steel the ideas rhe CONTRACTOR Nor "BONON9edmemdlon Control Pae TecMAcd Gudeos, 4& oky'. Y D.ProtecKF-� Prot'de al 1hedMEIta Azle to end Frdid b ng061011 to a coo ecce I CCNTR Ton arseres. Ary senega cased by erwlon N,d be corrected by the 11. Re-«ubA.n owe cove CONTRACTOR ol navy corm axperoe. 9 prig to rar,wst or erosion canthal nlseNree. `-�-�� XB NO. 1I136ens nor a0SW EXPIRATION DATE 9380 eu'Meunlein Rd SIT 95002,6 SIT 95-0022 2 or 10 Nov 151 IF THIS NOTICE APPEARS CLEARER THAN THE OCT 51998 DOCUMENT,THE DOCUMENT IS OF MARGINAL QUALITY. MICROFILMED SD I�Ijl��j ijl Nam*01 am*01 IIIIIIII�IIIII I IjIIIjIIIjIIIII IIIIIIiIIIIII I IIfI?jlmlliffl IIIIIII�IIII11 IjIjlll�ljljl I IjIIIII�IIljl1 IjIjIjIIIjIjIII I IIIII�IIIIIII IIIIIiIII�l�lj !� J 24X� �� IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIII IIIIIIIII IIIIIpII IIIIIIIII IIIIIIUI LiAIII1111111IH11 IIIIIIIII IIIIIIIIIIIIIIIiIII IHIIIII111111I1� 11�11IIIgIiII11h111IIII11111IIIII IIIIIIIII 11111111'IIIIIIIII1111III111111I1111IIIIIIIII IIIIIIIII IItIU1Id1111I11U1n [ATILP-'r 5TATEMENTS ~\.` � e 5EE PLAN vIEW FOR Wt4-L PLACEM-=-NT V r. !• THE UNI7E;R;sROUND IJTILItIES SHOWN ARE PER FIELD MARK1NCs5 AND RECORD - a WITH RESPECT TO PROPERTY LINE DRAWINGS PROVIDED BY TOE RESPECTIVE UTILITY AGENCIES. LOCATION OF F•F•` PROr�03EC� FINISH FLOOR I p NON--O -- 88ERvABLE AND/OR UNLDERGROUND UTILITIES ARE 5HOWN FOR - =0 PROPOSED SPOT ELEvATIO�I GOI`1PAGTED G INFORMATION ONLY AND ARE NOT UARANTEED TO BE COMPLETE OR ACCURATE, � � - REINFORCED \ -- - 4�Rf MINIMUM 5ETE3ACK 1$" PER GOURIE BAGKFILI ZONE o� 2. 265 —•— PROPOSED FINISH GRADE GUNTO!!R 1� Q G- CON7RACTOR SHALL POTHOLE TO VERIFY LOCATION OF Al_L. UNDERGROUND - „ Ioil �. \ I 14 in Utl-.CITIES PRIpiR Tp C.OMMENGINGc CONSTRUCTION AND SHALL PRC)VIDE ExI5TING oa:;IC3INAL CONTOUR V 11rESTLAKE CONSULTANTS INC. NOTICE OF ANY POTENTIAL GONFLIGT5. ------�-----a � �� SCALE I" : 30' PROP05ED SEDIMENT FENCE \ \\ \\ TOP OF STRUCTURE / // �► PROPOSED SEDIMENT BARRIER (gEE DETAIL.) \ \\ \ UEF BELOW II � / COMPACTEDW D HIO-FILLER BAGS lSEE DETAIL) 31 g ,,,. I \\,� -- E3a�E � TERIAL GRAVEL CONSTRUCTION ENTRANCE ExI3TIriG / X U1 1 �\0 \ _BOTTOM OF STRUCTURE _ FtL-TAD�1INCs WALL SCALE 1" - 20' \ 1.� MA //\\/�\/ REINFORCEMENT C� ♦ 0. - \ 09 / / / a (TY ) \ �► 8" MIN. EMBEDMENT / (A5 REQUIRED �.. o\ GOORD. W/ SOILS ENGINEER ` , ��\\�, (v�1 ` 4" PERF. PIPE IN Q, 1 1 SAUCur AND REMOVE Ex�r �o \ \ - / / / \� //\�\/ 1�1 O '0 `' ��\/\/\ \� / // �� /�\// / IR AF 1L FABRIC OR c�1�0 \ \ \ \ \ \ \\ \\ \. \\ APPROVED EQUAL. v� 1a AC - FE,4TI�R TO h WTCN _5TW'TOP OF WALL BOT-291bA F.Fr291.0. I TO MATCH FINISH CsRADE 5E !T>ENT IfY4CE CTYP) _ � �\ i\ . \r \ \ \ �I�► W as i STB' 10P WAi.l. TO MATCH LSO \ INLET 9 U:)21ENT , DQ'ITING 6RADE DRAINING RGCK ON B ') / o o.\ COMPACTED BASE FOUNDATION 50IL 30T.302.0 f30T.3o4.0 ; f \ NOTE: RETAINING STRUCTURE SHALL BE FN5TALLED / CONSTRUCTED ED901•309,0 BOT•30T.0 I PER MANUFACTURES gPECIFIGATIQ7r�. 0 ON5. z 0 Q RETAINING STRUCTURE SHALL BE INSTALLED ON-SITE "01.0,7 o PERF F'IF'E ON ALL RETAINING STRUCTURES TO BE CONNECTED � TO NEAREST BUILDING W. -C Rt= AINING S ��.�fi��\� o QY. (KEY9TONE WALL URA EGXiAL) O �� t•j _ �'� F.F.■30 ► �•` F.F.•28�p F.F. A \o j__ OTYREE �e I 31� \ �� F.Fro �- 11 31rJ '� •\ lir► STEP TOP 4C J 280 1 t t0 MATC:Fi 5N � TOP OSTEPWALT TO � -�y 9EI71ME1JT ` _ (L (3 / C3.4�_.K WALKSTE •� � �- MATCH FINISH GRADE .L. i V Ar- �\ ti 15M-2-3.0 v .003 / RF Z-2 ? 1 N f- �� \ \ F.F.;. i f(� '4C 11�• 2 /• STEP TOP 0F. V q .01 N 1 � - t Q "' F.F.*MO. 7 ,` ri ' zee I TO MATCH PH � � m�P) � � 77 1 GOP N }� , 1'515-b \ � �'1 I 1GIG OF WALK 1 ^\ 131 Q X6.1 / �•- c 1� 32eb F.Fx320 R yyf��j i r� 218A 41 C14 AC �� / i _4 I o ^ y f111...---..111 + •• �i ` `I / h - '7 /•'` -�� % 'A lQ CONSTR X-T WWIATI!R aAL.ITY BASIN kA \.� i err (SSW DFTAIL5 54$T 4 OF 9) l� C \ �_ /.• �' os r �r I F.F.�26d�0 O , TOP OF kN45Ai• 262A < BOTTOM OF 8.M4. 2600 .� 9 0 0 � \I3� 3�� W,O F.Fts18.J �1.'O'�-r '� •� it1 � y~ \o F.F.■3O2r0 - s ` �•• �� a't SPILLWAY ELEV• 2615 F.F.s318.0 3 fl �------ Z10.3 - �` t -__ o h � / .--- ■ \ i N AVENUE �. �`�, �� FP462.0 �i `�IMTALL ♦•-+ 325 < ^ F.F w .� off' > ' �� - IN I0twrs &A4LIE I Ofo o THM DRAMANOS ARE TtIF PRQpVM OF 311.4 t>3 v0` ' '1 WMAKE CMSULTANTS W_ (W) AND I \ -1 ` ,(� ri ...-r. / 1•\ U NERArt TEXC PT N TTMq Y 1 +\ J ✓�/ / r `i' `V i i Y MUSSION OF MIG I320.0 � 11 •BOT 3265 BOT 322.0 �7r•318.0 _�}1�00 I � Ek7rTL IL I INLET 5MR'EW QARFUM CTYP) STAIR DESIGN BY ARCNITECr Cfl'P) ,264.1 3br ^! Lo 5TEP TOP OFGRADE 1 � WALL TO I"1ATCN pQ9TTNG , `I I 1I � ' / t- 1 m EX13t. CURB �j INSTALL PER iITYl45i m m l ! 77 C147- NOT1=13 �- cS � N 6 � �• � 1 �A I vim I. REFER TO "T`'PIGAL PAVEMENT 5ECT10N FOR � � 95-03H� s 1 � • op F'AVE?'WNT BASE AND 5UDGRADE INFORMATIONro" �" vn1al� 5 1 S 3" A.C. CLA53 "C" A.G. 3" A.G. CLASS °G" A.C. w 4" ice" HILI-I EXTRUDED4" '~--_ �� 1" *"-O" CRUSHED ROCK BASE �- � O o °-1 „ - ( z CONCRETE GURE33 \ 2% _ �.o��e�Z+�� o o��_ aY � _ 2 �j( O CRUSHED ROCK 1543E O SET IN EPDXY - ` -- — — — - f ,d0 �- '� �1 �� 000 (� d c o - I } . Co oo 14" 4" OGRUSHED ROCK EASE o ASPHAL-IC CONCRETE � _ � , 0n ooJ2" OF k"-O CRUSHED ROK � co , j COMPACTED SUECRADE /� O 2' / �Z U �o G 0�0 CRUSHED ROCK BASE FIRM UNYIELDING SUBGRADE Oo � (D � NooVc o CD _ OF v� Q �n aC ? I. CONCRETE 5NALL BE 3000 P.S.I. AT 28 DAYS, 6 SACK MIX, SLUMP RANGE r FIRM UNYIELDING 5UBGRADE -0 2. PANELS TO BE 5 FEET LUNG. �F, fps z CRUSHED rzOCK BASE �JTOi"IOBII E PARICN�� gTAI l�ARAg �`� �NGIN�F� p I SEE CONCRETE SIDEWALK UTNER ,4R .4� 6.o s IL DETAIL FOR MORE INFORMATION 3, EXPANSION JOINT° To BE PLACED AT SIDES OF DRIVEWAY APPROACHES, 5TRUCTUTAL SECTION W 3UE�GRADE UTILITY vAUL.TS, WHEEL.r HAIR RAMPS, t AT SPACING NOT TO EXCEED 45 FT. — STRUCTURAL -`ACTION N T.5. � �N - Z N.T.S. ` `CN 4. FOR SIDEWALKS .10JAGENT TO THE GURB f POURED AT THE SAME TIME AS THE 1 SHEET CURB, THE JOINTS BETWEEN THEM SHALL BE A TROWELED JOINT WITH A MIN. �2" RADIUS. y >CtFUDED CURB C(ON-SITE,' DCONS rt S2 � - N.T.5. E I WA K. CON-5I . -T IGA1PAVEMENT SEfGTION CON SI_.� OF 9 _ 6-30-97 JOB No. '6 and 11430 SW SIT 95-0026 RENEWAL DATE 93801 Mountain Rd 3 of 10 0022. Nov ISO IF THIS NOTICE. APPEARS CLEARER THAN THE OCT 51998 IN)CUMENT,THE DOCUMENT IS OF MARGINAL QUALITY. MICROFILMED 1111111INCH 1111111 II I!��N� j ;i i I�I�i�l�l(I1I ( i�1�1�1(I�I�I�i 11 111ij11111 I I�I�r�l 111 I I�I�i,l��i�l I I�I�i�I�1�1�1 I I�I �I�III�i �I I I�I�III�I�I�I�I I I�I�I��I�I�I I�I�I�I�I)IlI! ��li��l��l►�iili,i�llii�l��iili�i�!�IIII�iI�1ulllnnll�il!!IIli�inl+Illi InI!!inUllll!!IlILi!!!;I!lIII!l�ltlllllfl�IIIIIIIIIIIIIItililllf)IIIiII�li11�IIII,iIIIIiIIIIiIINf111ltlllfl(ItliCHINA fll (ItIII(If titl'il(i 1I11�1lti iittlttit,ttttltttt tiuliin iltilniilunlnnllnihnt�II ' 11 UTILITI' `STATEMENTS m ► i ' !. THE UNDERGROUND UTILITIES SHOWN ARE PER FIELD MARKINGS AND RECORD \�� — 0. 1 DRAWINGS PROVIDED BY THE RESPECTIVE UTILITY AGENCIES. LOCATION OF 1 NON-OB5ERVA13LE AND/OR UNDERGROUND UTILITIES ARE SHOWN FOR - 1 INFORMATION ONLY AND ARE NOT GUARANTEED TO BE COMPLETE OR ACCURATE. SCALE P : 30' 1 1 2. CONTRACTOR SHALL POTHOLE TO THE DEPTH OF THE PROPOSED UTILITY TO I FrtFNT� t� 1 1 1 VI_RIFY LOCATION OF ALL UNDERGROUND UTILITIES PRIOR TO COMMENCING W W.TH CONSTRUCTION AND PROVIDE WESTLAKE CONSULTANTS INC. 12 HOURS NOTICE Q - - _ _ _ __ _ _ PROP05ED STORM LINE ' ' 1 OF ANY POTENTIAL CONFLICTS 9 EXISTING STORM LINE 1 \ y PROPOSED SANITARY LINE9 EXISTING SANITARY LINE < p — — �• PROPOSED WATERLINE EXISTING WATER LINE �4 PROP05M SINGLE NATER METER EXISTING GAS LINE PROPOSED FIRE HYDRANT EXISTING OVERHEAD WIRES Dot PR 0. 2" BLOWOFF ASSEMBLY EXISTING U.G. TELEPHONE LINE U �� OI St 1 ' y • PROP05ED THRUST BLOCK EXISTING TREE ® PROPOS ED GATE VALVE • EXISTING UTILITY POLE d GUY POLE 1 1 1 ® PR 5ED WATER LINE LOWERING EXISTING UTILITY RISER 1 1 FF..2910 ■ PROPOSE ATCH BASIN EXISTING CATCH BA51N ,n PRa'° 54EpzA9PROPOSED M SEE EET EXISTING MANHOLE l5AN/5TORM/ l` EXISTING FIRE HYDRANT Q ' p EXISTING WATER VALVE W 1 EXISTING SIGN O \ z Z /^1 i l y • \\ ' ♦ F.F.- F.F.-28 FF .O u t� gT I - CLZ 1 -'` i. ► / 5M SHEET 4 OF 9 +- 11 I POOL ♦ O ? �-- 1 /Fr ' r ♦ � FF Z �� ♦� ` ' - � � 111 �' OFFICE �' ♦♦ FF. I ► �i ori ♦♦� . _ 11 1.1 FFr320A ♦♦ �\ ► 1 r ,� / �` W FF.420A ♦♦♦ 11 1 -�� //� �— I ' _ _ �_Q S1 �� t`•; l7 I' '� ♦♦♦ —/ ---�i- — 1 1 8' WATER —� ---�� 11 FFr2185 I ate — WATER CiL4LITY BA31NJ � � � ME 5H1MT 4 or 9 14 S . W . 114th , i�► 1 ! I ncz ae.rrws T nuc nlorax a FF , \` FFr262 0 POWs" AVENUE //��,\ - � Ob \ \ \�' �� FFr30O 0 FFr216 i l i �.i t I F�i9PC.•� WATER / — FFr262.0 i i 1', I 1 1 `, ees DFBf s s �,� &ODRAIN �370RM LINE I an p1@t 2 OF 9 SEE 54W 4 OF 9 \` STORM LINE B ` m so \ 4 OF 9 \ Am I 11 �FTaOP09ED IY OF#91tE WATER �EX10 T. g1RB � 1 '.fEE •.n1EET 6 OF 9 1 i1 NOTICE THE DEVELOPER 3HFALL MAINTAIN THE WATER QUALITY FACILITY ANE) Lu P CORRECT ANY DEFECTIVE WORK, AND SHALL PERFORM ALL MAINTENANCE rp W TO ASSURE PROPEP FUNCTIONING OF FACILITY. �S o 1 b i THE DEVELOPER SHALL PROVIDE THE CITY'S DIRECTOR Of MAINTENANCES SERVICES WITH A SCHEDULE OF THEIR CONTRACTORS WORK 30 THAT CITY CREWS CAN MONITOR THE MAINTENANCE OPERATIONS AND THE REMOVAL OF SILT AND DEBRIS, ON OCTOBER lot OF EACH YEAR, THE DEVELOPER SHALL PROVIDE A 1FPINE f = 4 0 4 fq 0 _ p 1 ' WRITTEN EVALUATION OF HTE OPERATION OF THE FACILITY TO THE CITY 16.015 S 1 AND WIL- PERFORM ANY REPAIRS OR IMPROVEMENTS IDENTIFIED IN THE ` is s 5 - Z 111 EVALUATION. oa ce oN ti 1'I 1Air :1. `�� SHEET D. 3 OF 9 6-30-97 JOB NO. I'd 11430 SW SIT95-OO.i6 RENEWAL DATE 93SUi 11 ai mn,nta,,Rd 4uryC rt �w rn122 �Y � 51996 IF THIS NOTICE APPEARS CLEARER THAN THE OCT 51998 DOCUMENT,THE DOCUMENT IS OF MARGINAL QUALITY. MICROFII,MED S D 24X illll��ll Illi ll Ill,Mlall!i i l!l!i!l�i!i!ill!lil�lil!l!l!l l!i!i!Iji!i!Ili!Iir!l�rlii i l!l!iil�;!i!Iii!i!I!I�I!l!ill!i!I!l�i!lil i iil!l!l�lil!l!�'�Il!l!l�l!l!I!l �il!i!i�i�i�ii nii llni h n!!nuluNlli!!1!IIIIIIIIIIIIIIII! IIIIIHII,IIIIIIIH I!!II!!II IIIIIIIII lill!Idllllll!IIII 1!!!!111! IIIIIII!IIIIIIIIIII IIIIIIIIIIIII— IhIII�I q!III!IIIIIIIIgBIII!IIII IIIIIIIII IIIIIIIII IIIIIII;1 IIIIIIIII ntdnuhnihm uulm;hudnuuminuluulwllll 1 1 UTILITY STATEMENTS 1 1 1 I THE UNDERGROUND UTILITIES SHOWN ARE PER FIELD MARKINGS AND RECORD 1 1 1 DRAWINGS PROVIDED BY THE RESPECTIVE UTILITY AGENCIES. LOCATION OF 1 NON-OBSERVABLE AND/OR UNDERGROUND UTILITIES ARE SHOWN FOR 1 INFORMATION ONLY AND ARE NOT GUARANTEED TO BE COMPLETE OR ACCURATE.1 LECsEND c� 1 1. CONTRACTOR SHALL POTHOLE 70 THE DEPTH OF THE PROPOSED UTILITY TO 1 VERIFY LOCATION OF ALL UNDERGROJND UTILITIES PRIOR TO COMMENCING \\ y /� - - - - - - - - PROPo3r_D STORM UNE 1 1 WITH CONSTRUCTION AND PROVIDE WESTLAKE CONSULTANTS INC. -12 HOURS NOTICE \ /v ■ PROPOSED GATCN LJNE OF ANY POTENTIAL CONFLICTS /�" SCALE i" 30' V $ 1 1 Q 1 O \ • PROPOSED MANHOLE EXISTING STORM LINE F+�1 y v� s 1 \\ EXIST:IyCs SANITARY LINE 04 1 NOTE: ALL LATERAL CONNECTIONS INTO \ O DETENTION PIPE TO BE SADDLE TAPS.' EXISTING WATER LINE F � 1 � ' VVV LQ L�" 1 ALL OTHER LATERAL CONNECTIONS EX757ING GA3 LINE 1 1 1 TO BE WYES UNLESS OTHERWISE NOTED. �Q \ EXISTING OVERHEAD WIRESW z z 8� 1 1 _ • ' 1 F.F.-291U N v \ EXISTING U.G. TELEPHONE LIN= 0 (may y L Z 1 6D. \ EXISTING CATCH BASIN 2 _ 1 , 1 skim Qe �_ as EXISTING MANHOLE (SAN/STORM) ` SD. OXAMOff 60' CONTROL STRIC11" GI Q RRT.31e.7 614 0.7412 LME G EXISTING FIRE HYDRANT - E s YIrE•30SD9 m9:990 TADoom 9D. LRJe e 1 1 \ • ` ( IF IN F%>a� SUBDRAIN EXISTING 'LATER VALVE FFr�•9 E IN (Nr711D5 INTO 97 MANHOIZ Z I E IN (W6764.40 roll CA7AD FOR LAYOUT) }--- O E = (SE, 76 Ao Boman 760 10 L II STORM .13 IND. LIE 3 \ (K 840% STA 1216.13IND. LRE 4 \ rsa (Rt FFr?Bl o E• FF A 9Ta ooOm 9D. LME c %♦ \ ?. \ RM-215.4 e Fr 7�TL4o FFr IE IN (ui7764 n 'waDRaw) \ u1rE \ &D. �� ]d0 0 E. ♦ E our row+aa4.ls r 1_� I RPF7KJ] SI.IOt i" 4'* _ \\ z 7 T�� ♦<. SD. im 1 E f 13 t\� ?ORM LINE Ate' J L 1 � T P �k� �. ♦♦� FFr Fr / 1 i ♦ J a i I ♦ . e9�. ♦ i Z 910 X S•7DK Fina ♦4t� S.D. r Ip 1 k D! b r \\ °3 _ 9TCRM YIANHOLE b7 ` Z ♦�\# 2 RM-ms T 1 • .2 \ - STA 0.19.10 eD. LDE A 1 1 J yD. C4ZAM ur ♦ E s 1¢ FF "r v v RM-766n 0 Rk'fQ11T�� r ^ Id 4'O__Ii \` E IN (W�7 OA9 1 9 ♦ FFr 48SA3 1 ��1 i Ptd \♦ 1 E W.76a49 Z 7, Z J ' F AW. ♦♦♦♦y, / �Lp vI`�.1elelyy) E A 1 8439 �\ �'' R 419.10 A 0 DETENTION pp I S70o1} �1 RIP-RAP OUTLET PROTECTION Cn i L 3T t{ W FFr3TOA it WYE ♦♦♦ 1 O� o 1 . b. \ E rr� / - 3 R '� STA O.00m 9D. L2E A ,' �1 I . \ \♦ .L� �' Idlbe�" STORM DRAM OUTFALL �� E•MO.10 U ,' 1 ,1� E A 1rT! ♦ �rR �r • Ufl'E 60' 5TOF01 WJlNOLL - i.. 17.3 LF 4.O PBNF. PIPE PLACED 1 i 49021 X14 srA 0.64.12 s LDE $ FFr2b4f: FLAT 1a eEL�w r,-eM BOTTOM U Q/ 1 1 RJPU2� p (SM DETAIL THIS !A@T) E s f 1� FFr�6S --- CLEAN AND CREATE OUTFALL l� t E M /rwTi3e { 1 E Orr !e>.7Tlle INTO E45TMce MALE FFr31s,0� // 1 \i �I FFr302A 1 /� t I L �) I 1Y A S . W . 1 1 4th ■� , / 1 , 1 76,M_ ; I ` Ek19T DRA-N/KxE 9 ALE } o AVENUE 296.20 - - -eTORF1 FM/INO� / \ ' v i - ,4"A2'E I I I 11 V 3MDD6 ay. Le!e F c'r s I ( J \� I 1 - _ 1a n _ sa L,wr e.6I3+ Twe o rwm ,2 K Q 1 I LN (N�30C99 \ i I ' 19NSIILiN115 wC (�) uo E M rc>3oTD9 / � c•n r = � X e•'s , r- ---- \ � FFr�O � I �� r�■�FnTM`°�"®wT"iol�"v 1; 1 \� i La 33 9tORM LINE G w STORM OUTLET CONTROL 5TRIXTURE e- 7111 . + T LO S TCDi•3I36�M 9D. C/.,C1645IN µ IND. \ ]60]OM7.YAm !FIRE F'!F'C7 S iCsY,10 E C1r1 le1.7a9Do uu 1 B E•30930 E 303A1 R°� \ accFSe r Ar►Nd4E 67 / 9D. CATCLavM a 6L43v77 7260.10 E S ID STA 1.STDp SD. LRE 61 TWI03 9-Loft �m 1 A ,A \ \ E OUT(61 61.40 , E4663d. 1 ' \l NOTES : �� - , I ExIST. CURB m _ LQ .ITY BASIN -- I. CONCRETE SHALL ATTAIN A MINIMUMMINIMUM ^TR 1 \ COMPRESSIVE STRENOTN OF 3000 PAl \ M 20 DAYS. TOP OF BA9ei.167D :T �r 1 SPILLWAY ELEV. 76120 - - a m 1 ExI9TMG BOTTOM OF BASIN. 360D NIIALE _ L ` , B PIPE TOP qm PLAN SPILLWAY ELEv �'0 SEE PAD DETAILDETA �` -_761b �- (SST 61 761 0 \ 1 I I a I WATER /WATER GLLQJ Y DAM OOTtOM .ACCESS MA.WY7LE . IT 1 4' I BASIN 1 1 / STA 1.6150 _F 4 I O i 111 �d 769D ii j //��i//\� /� /\�/ STO M DETSHOWN EON PIPE Li Ir DRAIN ROCK p � La STA I.tAm r{I �l7' 7 3' 4• ADA. F'ERTi']RA1E7:> \ WM TNyD 47ERT70 ® !lNiONr WAlYdOBD o 0 N-0. O-w FINE JOINT 00 GIP SECTION _ 1 MV44PI 14ON FITER - - ~ °z ELEVATION EYB Fd SNFET OTA klODO 21, OUTLET CONTROL STRUCTURE waTr_R QUALITY POND SU_ BDR�TN 4 O m NTS. _ 6-30-97 JOB NO. �I"n 11430 sw RENEWAL DATE 93601 R 511 9"0026 ana,2 s-,I In NOY 5 IF THIS NOTICE APPEARS CLEARER THAN THE OCT 11111 DOCUMENT,THE DOCUMENT IS OF MARGINAL QUALITY. MICROFILMED ':Illlljllllll IIiI111 it II!Iill�lllll I IIIIIII�IIIIII IllllllWA, lllljl I rlrlTll�lll I Illliil�lllll I Illliflllflll Ill�lll�lllfi I Illfllijllll�ll 1 Illll�lllllli it �lll�l?Ijli ,, 24X IIIIIIII IIIIIIIII IIIIIIIIIIIIIIIIIILIIIIIIIIIIIIIIIIIII IIIIIBII IIIIIIIII IIIIIIIIIIIIIIIIIq IIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIlil1 IIIIIIIIIIIIIIIIIIIIIUIIIIIIIIIIIIIIIIIIIIIfllll 1111IIIII IIIIIIIIIJIIIIIII111111III I nnlnupulLm nllhlnluu111nu11dnlllnnLlnlll UTILITY STATEMENTS / THE UNDERGROUND UTLITIES a►FaOUJN ARE PER FIELD MARKINGS AND RECORD � 4 DRAWING' PROVIDED BY TWE RESPECTIvE UTILITY AGENCIES. LOCA rION OF Q r ! NON-OP5ERVABLE AND/OR UNDERGROUND UTILITIES ARE SHOWN FOR ! INFORMA-,:'JN ONLY AND ARE NOT GUARANTEED TO BE CO"''PLETE OR ACCURATE. 0 k \ 2. CONTRACTOR SHALL POTHOLE TO 'THE DEPTH OF THE PROP05 D UTILITY TO 0 � _ SCALE I - 30 ! � VERIFY LOCATION OF ALL UNDE'4GROUND UTILITIES PRIOR TO GOMMENGING ' \ , WITH CONSTRUCTION AND PROVIG= WESTLAKE CONSULTANTS INC, 11 HOUR5 NOTICF 9 \ 1 OF ANY POTENTIAL CONFLICTS \_ 9 1 �. ILL r-3EN2 ac F.F490% PROP05ED 5EWER LINE i --- ---� PROP05ED WATER LINE �� , �'' • PROP05ED MANHOLE pau 1 - �+� PROPOgED WATER SERVICE )h PROP 05ED FIRE HYDRANT 7 •� EXISTING STORM LINE U �w U - r EXISTING 5ANITARYI ��' Z, Bar Z s L w a.4. .� -� Pfu� POOL ILrH 56M-- i5EWM MANHOLE A-4 F r2� ` 9�23*�40 . Llr& A EX15TING WATER LINE . LA'tMAL AND CONNECTION Fir F.F.■291A.- �• 831 E IN (�}�� EXI5TING 6A5 LINE I , 9" E IN ,NA 1.7.62 _ \ .Fr F.F.■ a IE OUT (5111)-216.42 STIItiG OVERHEAD WIRES EX15TI U.G. TELEPHONE LINE art l EXISTING MANHOLE (5AN/5TORM) LU Z 1 r lu rpp�. F.Ft .F,■ r ward - �>� ., d � N '�""� � � �I ,■ d� EXISTJNG FIRE HYDRANT 1 \ a � EXI5TING WATER vALvE 'owl ' �_. - / F.F.■ .` 2'9 coLLAR Bi.ouc Y __�_._ - Ilk 2" DOUBLE CAECK. V L� OP ICE Q AMY. LU i ti F.Fr3,20D 299.40 do I>= vtrE �0 4bo BEND uA • �•' 1 \MER MAty40LE A3 � t � � I� 219AA� TFIRUt! �(X:K. e•n,h�2•!PT / �J ...._. ! 5TA 5•TL03 ". L 1TE A � ) :F- 6 wn � � _� � TEE RA'I"315.5 281.10 I \ �I F.F.■320.0 \ 4� IE >H (N�1.30131 �?" WA ,iL`"''*.Alm�,� � ` `' �, �' I "� � aTH Trfi~17f2AhlTT A�91'. e IE OUT (5)4306.91 &.2 CK Aso A0 UIATM S� DIP.om, �� - `@-Khc2"1P7 b A3t,Y. I ' �� 15 -BACK 5-20k3% 4. - 3 TEE i I \ P x264.0 `J + FIRE 4Yt)PANt-T0-- 1 s 7F WAL 1 IW r-1 1 r� Y. F.F.•21t3.5 e°r�,le�rll•r. . I — � \ �> LU TIEE R.Fr302.0 F.F.■318.0lit 2u�a '' ! t --_� - ` / \ A-58 Y. \ �\ 2%,00 IF 'a W4'E_ -�-MAI10m Y. �- v ► V J I 114 1 h ', r" � F11W HYDRANT Ager. AL A 213.010 1 F.F=262.0 iL VENUE *y.. y �, � Il�j• u,ATt`R °' 8• GATE VALVE `W-7 R.P. A58y. F.Fr'lFi� Ie PUBLIC -- - \ _ - — — — -- -- — - F.Fr300.�. \ EASEMENT (TYP) .wi1 'Q :,._ ._.... 4� BEND amD.I.P.PTHRlJSBLACK >9 � ♦^� LL J + 48 AND 221go BEND C .33 12'ke' TEE uA7N CAF - ' - _ � .✓ —_ ! ` (1) 120 Ekn7ERFLY va_VE 1� `- d• M.hc ?• DDT Tm _\ UIITH TWRLAT E%AXK \ ! A� \ 8"� L 600 --1 J (5EE SWEET OF 9) s.9.le1.4oT 1-..4 �-- + tIg' PUB2Ic wATERiIW U I + EASQ"ENt (T'I'P) ! L 1 - WXR MA44OLL A-3 / 1'1ANNIOLm A-2 �R MANHOLE A-1 � f 9Rn� •21Z o A I-WIXX� LASE A / STA 1 .69 a e. LM A STA , 0 5.5. LM A ` TNcsc aeAwNa: AM THE r+torE m OF R>d"1.26InnAKE CONBULTANTs W- (M) AND D' TILE IN (N�68.00 L�` 1M IN /��.�'�� 6e ¢ \ NI£ NOT TO K RWAO MM M ANY 1 8• IE OUT (WJ4261.80 Be IE OUT a6o6261.01 a IE IN 29 �1 PROPOvED OFF-JIT>r 1r WATERLIPE " EX13T. t Uf;'BSMANNER 9EJGCl9�T7Mp 1N[ v11MTTD1 < < (9EE 9Nl T b OF 9) 9" IE OUT (WA25oD9 1�0, _Jv \ �i ga 15' PRIVATE SANITARY 0f MArMaO! 8 Ft8,0C,ATE TO u 1 UMT SOX IF NVEDD. iI V 1 } ' I m °SCAT-E: !° = 30' HORIZONTAL NOTE: I. ALL LATERAL GONNEGTION5 TO BE WYES r' = 5' VERTICAL UNLE55 OTNERWI5E NOTED. DWT 6SUEP Ma44aZ (VER2fY) 'STA 0»00.00 &.l' Ua,& A m COW�EG7 TO 2. ALL. WATER SERVICES TO BE PROVIDED 2�0 s. � � �_��,,� - ' WITH PRE55URE REGULATORS TO REDUCE ' W 1 ! m ! >�� T!�E SERVICE PRE55URE TO 50 P.S.I., PER U.P.G. OWNER'S PLUi" E31NG CONTRACTOR CMC*` IA2 C,R(AkV AT 1CENTERLDC OF PUME �} TO PROVIDE PRE55URE fREGULATOR5. m 265 260 260 ---------------- STA Ost'x.00 5.5. LRS "A• l� ! � LAJ 255 Lfti!2 MANHOLE A-1 2.55 ` 9 IISN (E)-25829 e" IF OUT (WL6298,09 a TA 0+0000 5.5. LINE "A" (:X197 `SEWERMANHOLE w i ! +d IPIL 250 O aW" 0!IE IN (rE)•25-u3 250 8" IE c4jl ��.�r E,,1� �vtRJf r' NE c� O Q SANITARY 5E! )ER LIME A PROFILE (PUBLIC PORTION) - ARE (jN qv z 1 ` 1+00 0+50 0+00 o. � 1 1 �1 5OF9 s—zo- s7 JOB NO. 11336 and 11430 SW SIT QRENEWAL DATE 33301`-0026 Bull Mountain Rd 6 of 10 SIT 95-0022 IF THIS NOTICE APPEARS CLEARER THAN THE OCT 51998 DOCUMENT,THE, DOCUMENT IS OF MARGINAL QUALITY. MICROFILMED 11111111 111111 1 111 ;I i I�Ijl�l�l�l�(11' I�III�I`I�I�I�I 111111i; 11111 I I�i��j!f��l�l I Ijl� ; �l�ljll,i ';!ij;ji�l�ljij{ 111ljl�►�i�+jl I I�I�IjI�Ifll11 J lijil,i11j1111;;i111) 111111 con -r- -16 I 1111!IIII11111III►IIIII�!!1!I!lI11)!!!!!)11111))11111111!! 11111111! !11111111 II!11!1l1I11111l11111Jl111111111111H11 11!111111 Iwhillh`1111{,1II(w11111f11111111111111illllllllllllllhll111111 1!1111111 1111+1111{111{1111111111{1!111111{I!1111i1111 !Illllllllllil1111 111111111�11II- I—II�1111 J , UTILITY_ STA_-E_M_ENTS_____ 1 THE UNDERGROUND ITILITIES SHOWN ARE PER FIELD MARKINGS AND RECORD t Iq DRAWINGS PROVIDED By THE RESPECTIVE UTILITY AGENCIES. LOCATION OF •y I NON-OBSERVABLE AND/OR UNDERGROUND UTILITIES ARE SHOWN FOR I I INFORMATION ONLY AND ARE N DT GUARANTEED TO BE COMPLETE OR ACCURATE, o $° I 2. CONTRACTOR SHALL POTHOLE TO VERIFY LOCATION OF ALL UNDERGROUND I r I Z I II FON. UTILITIES PRIOR TO COMMENCING CONSTRUCTION AND SHALL PROVIDFOR Fyu l MiROAD FRONt.4GE E 1 IMPROVEMENTS REF SHEET 1 OF 9 WESTLAKE CONSULTANTS INC. NOTICE OF ANY POTENTIAL CONFLICIS. LU MOVE EXI5TING FIRE HYDRANII > BEHIND PROF'09ED 90EW64-Kj RTA 10+00.00 0 wATERLM N _ pa SCALE I" = 30' I ` '� STA 6.32.06 - MTN. ROAD, 10.2T LT ` !INSTALL I2"xB' TEE WITH CAP ' pF5?55j 12" BUTTERFLY VALVE I TWRL51 BLOCK _ CiCGii APPROX. LOCATION OF PROP05Ep I I �- Fa C! as FIRE HYDRANT TO PROVIDE I ;I ,Wp•Y� _.�._� W rn Z Q PROTECTION TO 9t. JAMES --� TOE ROCK WALL i _ t a1 t RIH? - °wc°""` r\ ,� OOG ,o _ y_ i V vym APPROX. LOCATION OF PROPOSED EPI9GOPAL G41RCH TOP OF STACKED ROCKERYWALL FIRE HYDRANT TO PROVIDEPROTE EP15CO AL TO 9T. JAMES __ �� ,��n �� \\ IM _ we EPISCOPAL CHURCH 11 '�.w°w �\` �� == Irk _ MAINTAIN 36" MIN, COVER I D _ �„�� IO.Oa �� _ ' -r-_ i ,ramp ON ALL PROPOSED WATERLINE I CON9TRUCriON (TYPJ P 'X Q �� I r110�--11-52 Pkn AVEMENT EDGE OF \ 1 O �Try10y��I ¢.-N-tS) 1 .r'� taT Il Cc / _ ® -1 1 Lu PAVEMENT (TYP) \ {r �t1N�7 �' PR��- _��// •� � � �� 8 Q/ gTR1L0 i3� i � 1, � gROAD :ONrIWALL & UnOE of _ _ � / I OFFICE j m1L IK...Fn� r l.� IOAd E i �' % I I W Z 1 — — — -J —*00 _ — ! !I, _ �.� - EXIg�r�EDGE OF I STA 10.15.00 WATERLINE © � I Z =S Lu = 360 F 1 It 5TA 6.41,05 BULL MTK ROAD, IOA& LT.LN5TALL 17 Ir� Q >, ~ -'-�- _ _ Q �1~ ��' WITH 8" FL.xMJ GATE VALVE I , AA J PROP05F� 12� W 'i I z IL PRa-V5ED OWSITE 8' WATERLD.& I O Ul (SEE SHEET 5 OF 9) I 1 (n STA 13.!5.00 WATERLIRE• I ! I '7� ,tt _ ? a I W I 5tA 9.41.40 BULL HiN. ROAD 14' Lt_ 1 ,L V N� l,L 6TA 15100,00 WATERLINE. I WITH 8" FLxMJ GATE VALVE I ��_�- O .--. Q 5TA 11.32.40 BULL MM ROAD, `4' LT. W I TNST.gLL 12' BUTTERFLY VALVE 1 I FFa318.0 / STA 15.5164 WATERLIRE• 1 5TA 14.11.00 WATERLINE• STA 10.43.40 BULL MIX ROAD 14' LT. STA 11.6335 BULL MM ROAD, 15.65' LIT. ! � O ^ W II ' BEND WITH THRU9t BLOCK WITH 8" FLxMJ GATE VALVE V Q � Q Lu LL ( LL O Q /7 Wim+pori roUBE��r� � i LL Q � U MAINTAIN 36" MIN. COVER ON ALL UMITIE DE'R.BGT WATERLINE A8 POQUiRlD. I I PROP05ED WATERLINE CON5TRUCTION (TYP) ncg TM e ■�� M oRvorry d I w,swt mMulewlly ,J I .a w° Foaolxm�i°wn I wx11r. oasr nrlt nc wrm, 5TA 18.14.66 WATERLINE- ROCK FACE SIGN ,G p�jggj 'SNADOIU HILLS" LU .Y 4 0 B D WITH 4 BULL TTN. ROAD, 16.30' LT \ � I PAVEMENT (TYP) � ? V I 45" BEND WRH THRUST BLOCK N R A Q ` W M p NTIda A U p , , �; _- BULL = -- �_ _ - - - -�_ � z - _ _ _ - - - .^ Ate — _ _ INOO - W Q in - e L� *00 �_—�i J W � yuv ow —_ noo Z ltTl� aw 1040 ]p iR - - _—ic.Cd - - �� ♦ _ 1��. )�'�` - ..-_ `-y-�• ,1t NT IRON FENCE *' RAy� ORNAMENTAL IRON FENCE - p D L LL rt !BULL TTN ROAIS r-1 ` R a Ir z I 5TING EDGE OF I _-..- EXIST 12- WATER . DU ' PAVEMENT (TYP) ExIST R" WATE..Ra��"��_��° _ — (� STA 18"84.45 WATERLINE. t w _ 7 0 5TA 15.12.51 BULL MTN. ROAD, 1330' LT EX!3TING BUTTERFLY VALVE 45° BEND WfrH THRUST BLOCK I IK WAT R vAULT (PRy) 5TA 1905.69 WATERLINE. - a' I e STA 20"04.16 WATERLINE. t 5TA 16.23.11 BULL MM ROAD, 22.80' LT 1 5TA 16.29.12 BULL MTI. ROAD, 28.15' LT 450 BEND WITH T} �qT BLOCK 0 1 1 Q CONNECT TO D(15TING 12" D1. UJItH I I I I II I 3 � 450 BEND t THRUST BLOCKW REMOVE E)1J9t BLOWOFF A99Y I1I �e�F!%z'RW5 _0 .� X - a 2ALL WATERLINE CONSTRUCTION SHALL GONFORI`i 1. p \ SHEET z TO CITY OF TIGARD STANDARD SPEGIFI( )N15 D VEIN` 6-30-97 JOB NO. RIiNEWAL DATE 93801 11 M and 1n Rd SR 95-0028 n,T 95,002 In Rd 10110 �r 9Ea021. 'NOV i 5 IF THIS NOTICE APPEARS CLEARER THAN THE OCT 51998 .-- —1 DOCUMENT,THE DOCUMENT IS OF MARGINALQUALITY. MICROFILMED SD �1�11I11 111 11 111 ��1111 1111111111111 I IIIIIIII1111111 1111111111111 11111 1 111 I IIIIi;II111111 IIII ill 111Ill I IJill 11�illif I IIfIIl1�11111111 1111111111111 lIII1lllllllll e--�� 24X IIIIIIIIIIIIIIIIIIIIIIII!IIIIIIIIIIIIIIIIII;IIIIIIIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII II!111111 IIIIIIIIIIIIIIIIIII Ilillllll 1111111111111111111 IIIIIIIII�IIIII�IIIIIIIIIIIIIII�III11111IIIII IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII 111111111 IIIIIIIII !IIIIIIIIIIIIIIIIIIIIIIIIIIIIIII!III' ill! LEGEND o ! r 5TA 3046, 19.T LT. TF BEC3M CUM, CWTTER. AND 6I0019UALK a t MATG1 ExISTTNC3 NEW STRUCTURAL SECTION 22 1 STATIONING 13 BA-OED ON "BULL MUUNTAM ROACH6TA 3#94.60, 20.la LT II - — — — — — — PROPOSED 3TORh1 LINE � l SHOULDER U JIDENNG IMPROVEMENTS" A9-MIL t PLANS r �r�rrAv�c t _ _-— V III PREPARED FOR THE CITY OF TIGARD, DAZED 11-1-94 > UTL1ZE EMT DRIve"Y PROPOSED CATCH F3A5IN STA 4.335, 19.1' LT. oaaT cAtrr � EXISTINGWATER -INE xV i � -v I tG3IO53 (A "TED)T-306,D4 (VERIFY) -'\ - _ I GONWCT PROP06M 12" TO EXI5TING GAS LINE SCALE I = 30STA 6•caa.3E, 20.b1' LT. '•; E7(LbTWCs CATCH BA.9IN _A PARIMEI�IT - 1 I _ - EXISTING OVERHEAD WIRES `. , -`- - f.OKSTRUCT G -�[AL DRI1/T31M�' 1UEn(eff DETAIL 5HEET a OF 9) - ..�- - - ExISTING U.Cs. TELEPHONE LINE B -��" E \ Thy(, t EXI5TING U.G. ELECTRIC �� N �qoa 'J A 646.99, 2169" LT. -`.. i V OG ila w r1 3:1 tAP1ER to MATCH E�aStMG F1P _ �,. _ �, --- EXI9tINCs CATCH E3A3IN 14ET'fOVE ICX� LF E>a5T1?VCs !?" - _ _} rr1(� 5TA 5-34,17, 16.20' LT R.cC.P. STORM PIPE 158' `-�� C�yg ►1GT10�z�yTS) ` 1 '`� z a ( f OS. CAtCi-+r3,a�1r1 - ✓ t I 1 - ' ' ,o p� ROAD � E . -p- �` EX?STING FIRE HYDRANT 0 car` tCs•31911 �V- - L -, u� ST,A 68111, 15A a LT. lEv_'13.C)C END 3:1 TAPER, MATC.N D4STMG E/P y �f - - - EXISTING EX'5TING WATER vAL�iE (TY SMG E)P - Ibd ---' ,x.00 ! - . `+°! \ _ - !llDE111AL KCIIRB. CallT TER AND �� a G� CONNECT TO E)45T e• CONC (.-ALVF �__ L - 21 - -� - 5 I, ft YP) _ , 33' M f{ , ,w \--EXI5T. CATCH BA51N ---— , 1260 - - " RJW Q: c7F RIGHT-OF-iUAY �. r, 33' 45' V, -+- a - ABAIJDCN 1II�ICs IUATER, 11 !REMOVE 61 LF OF F> .&0ING C.LIRB, 5.5 21' EX19T AC, Got* i - 5ERvICF BY C ITY OF aTI - -- pU9tt�Rpp17 -n.rCs LIP -� �� TICs,�Rp WATER CE-t. �' Cl1TTER, AND 3IDElt1ALJC Q VARIES lb'-2C tot '17�) REl`10'VE AND tRELOGArE �/ + A I LL 4 LU ,�^ _ J (T'(P _✓ EXI15T. FIM HYDRANT _- �1/ r III x PER of Tu,,aRD DE / / / 15 MIN Ir LNE W I > z �• -' oast LT 339r>:. 5 .65 5TA 6+5D,5. 19.6' . T �. �� >N (,/Bow UTILITY STATEMENTS / —4" OF GLA89 "C" AG THE UNDERGROUND UTILITIES SHOWN ARE PER FIELD MARKINCG5 AND RECORD ?. of ��-0 5 'UC" All Rock r \ d _-,TA b'b°."�, nc�' LT. DRAWIr1G3 PRS IDED BY THE RESPECTIVE UTILITY ACsENGIEs. LOCATION OF I�„ �. �- - — -0 CRU.9+aED ROCK V/ f-- arD " GUTTt� AND 5u> aLK /� NON-OE35ERVABLE AND/OR UNDERGROUND UTILITIE5 ARE SHOWN FOR ►-+ LJSTALL lSAr1RRIGADE ,L. �. ,�_ Q 6 INFORMATION ONLY AND ARE NOT GUARANTEED TO BE COMPLETE OR ACCURATE. ----COMPACTED a.�ADE z 1n � STA .43.99. 20.36' LT � � � ` / NOTE STRt1GTl,1RAL SECTION APPLIES TNROUGI�U,IT STREET O '—' OA CATCHBA5W j� ` 2- CONTRACTOR SHALL POTHOLE TO VERIFY LOCATION OF ALL UNDERGROUNDLU z rc.•.3Z9�3 ll � - � - - D � Q L.TIL:TIES PRIOR t0 COMMENCING CONSTRUCTION AN -- LU D SHALL PROVIDE: TY OA T PI STREET SEC ION - S.U1. BULL MOUNTAII�1 ROAD �, RESTLAKE CONSULTANTS INC. NOTIL'E OF ANY POTENTIAL CONFLICTS. 'Q b b ` ` c 5TATION 304.59 '^r-u 5TATION +60.30 IIII %i.t 3 _per LL 340 �. 335 Q R'IVG STA 3.95.00 PNC F-LEV-306.11 ------ > THM DRAW40S ARE Til[ Pftgp8 Y OF A.D. • 1,61 wEMAUE CO AULTANTS IMC. (wCI) aro Q W K . 25.61 ARE NOT TO BE REPRODUCED w AN r DaPITNG GRADE O DI±°sIGN MANNER C14VT MTN nit w aTTM x o d Bw L 1•iOIR�fTAIN ROAD 200,00 330 PIMMIS" OF wCa v�C ---- o: STA 6+81.21, 18.60' LT \ l TVIP 0OMC-0T TO EXI5TMG I2"0 .146' \ 1 } - 325r 5TA 6s5, 16-9 LT �m TEMP SD CATCk4BA51N (jeox) TG 330.61 S* IE■3260 Q (\ Q r 12• IE•326.61 ��4U U I U U } _j m m 320 STA 6.43.99, 2036' LT / W 50 0.5. CAT04BA5M TGw 329.23 } 11 12" I29-32523 Ogg t. 315 A . 3 1�� 310 STA 5.34.12, t8" LT a. IY 1F�313A9DEDIC�i GRADE AT TOP OF V) SCALE: CURB LEFT 30' ►-;oRZ --_ 305 - CO #ECT TO oQ9T CATCHFa48M STA 44333, ISY LT p t 5P C ATC M ' TG- 1053 ( ) 12" IE•306.04 (VERIFY) 300 Fv N � � LL P'iOUNTAIN ROA�Q�j� _ O 1f,C15 = �! (TOP OF CURB) c�. ✓ 'q, LJ Y o -1+00 r0+00 5+00 4+� 3+00 7 �a SHEET OF 9 6-30-97 JOB NO, 11336an 430 51T 9.i-0026 RENEWAL DATE 9380 i Bull Mountain Rd 8 of 10 SIT 95-0022 I s ; IF THIS NOTICE APPEARS CLEARER THAN THE OCT 51998 DOCUMENT,THE DOCUMENT IS OF MARGINAL QUALITY. MICROFILMED l�� II��IIII�I I1 !f1IN1lHI% III�I�I�I�I;I�I I'IJIII�I'l�l�lll 1�1�I�i�l�l�l I i�l��l�Tjl�! I I�I�i;l�1!!�I I I�I�iII�III�! 11�I �I�I+i�ili ! i�l�l�l�l,ill!! 1 i�l�lll�I�l�l I�I�I)I IjICII —� 1 IIIIIIIiIIIIIIIIIIIIIIIlIIIIIIIIIIIIIIIIslsllllllt�ulssn sssalslusssllllss ss11l1ssslllllln►III whIIIIIIIII lilt !I1!ldill(If(Ililllll!Illll!Illlllllllllllllllllllllllllllll1111111111111lIIII IIIIlllillllllllil11111111lii IIIIIHIs 111111Nlllllll1111 !IIIl111lIIIIIlIIIIIIIIIIiIIII1111!',illlltl WN. Y AC. W 2 LINTS FACE OF DRAINAGE PLI(CJT 30'-0' MAIL, 10'-0• WN. SAW CUT STREET AREAS I CIT OF 17MM MEAS STREETWMRB. PIPE W/CMVUNG (gEE TABlF3) ypypypV EXISTING SEC -4, 1• BATTER EfOSnNG DRI M:WA7 RESUIFµNG / ROAD 1. B 1• R VARIES NDTN vARES MATCH GRADE (SEE TABLES! r a 3/.• _ G• �-.�.�• . �/�� 'j ,sr.R,vnAAEo AI.AAyHa%a _ NARES FP.IMG ILDCA0A.Ys uO G• Ay>J{pSqp •'• • �:�•• / •• • •• 1 __- MATCH NUW k50 ,• .4 ALX. VN •••• . %%/� _ • • f . . ..: . A R/w UNE • • • • NAIVE BASF CW - •• �� _ EXPANSION 6• K f• • 11• 10 GA. MESH �', ..,, ., '•. ISACK :• �� JDIN15 T L 1, • N C,p.,,C�GJ .AMO . II11O4{L• TAATE L a u CONTRACTION SIDEWAUc I 1- �. acvL. R A .Adl/LL I/ ` i 3/4• - 7 • / b 1. FOR USE ALONG MEDIANS, 'UTTERS MAY BE REDUCED NTH PRIOR B I CURB A // ' r 'ANTS B YJ' JOIMS uA 1- • • • • / APPROVAL FROM THE CITY ENGINEER. • +.. . • • ••• 2. CONCRETE TO HAVE A BREAKING STRENGTH p A CUM U ACE OF CURB (XA4C,RGTf N 7 .' C • /�� ]000 P.SI. AFTER 2B DAYS. - �lGE GSE rA4'.J �[�� y S'-0' YIN. S'-0' I WUMUEM BAFXffL •••• , • �� 3 EXPANSION JOINTS: ACG6aa R/ai.< U1 T-0• 15'-0• MAX 15'-0• MAX. 3'-0' (6/Z16 RPR A./AOXE. L4G7fA?A'.W ��•,• �%/� A TO BE FRONDED: P/PO • / > 1) AT EACH PONT OI TANGENCY OF IN, CURS. \ • • • I- 2) AT EACH COLD JOINT. `DUA=L DGO T• k 11 3) AT EACH SIDE F RIFT STRUCTURES. USE AWCUTG EXPANSI(W OLD /0/,/ R y 4) AT EACH END OF DRIVEWAYS. OR SAMCUT ANO PLACE COD JOINT. 1-I/7• EXPOSURE e S) A7 LOCATIONS NECESSARY TO LIMIT $PAGING i0 IS FEET. MO H.N HTE1>''• 11 B. MATERIAL TO BE PRE-MOLDED. ASPHALT MPRECPATED, IICI E%7RUpNG, . T W En z 1 NTH A THICKNESS OF 1/2 INCH. 17.• O LOp MESH ` W �• 4. ciAHtRAcnoN Jowrs: t°1/z% ABOVE BASE {©J V �e B. m A SPACING TO to NOT MORE THAN a FEET. ACCESS MANHOLE F1R BAT[ B. THE DEPTH OF ME JOINT SHALL BE AT LEAST 1 1/2 INCHES STREET z BATxF41 W STREET AREAS 5. BASE ROCK 2•-0 OR 3/4'-0, 95% COMPACTION. BAST ROCK SHALL BE TO I. M 5/W IS AGAINST CURB. FILL SUBGRADE OF STREET STRUCTURE OR 4' IN DEPTH, WHICHEVER IS GREATER. �6 /ALw ROC/ TO SAO( IT/AGAINST • Y OF COMPACTED 3/4•-0• AGGREGATE 4'tLWNY. -QG. 6. DRAINAGE A TIC POP - 3. COUPLING, FUSTIC PIPE, / 2. ■ S/N 1[ NOT AGNNSi CURD, A. I.D. FUSTIC PIPE NM COUPLING. SIDLES FILL ROCK 2 BACK ANDFROCURB 1. CONCRETE SHALL BE COMMERCIAL MIX. 2. COMPACT CLASS A AND B BACxF1L1S B. DRAINAGE ACCESS 111RWU71 EXISTING CURBS SMALL BE CORE DRILJFD OR CURB TO NOT LESS MINI 53% AND 90% OF SAW CUT VERTICALLY 10• EACH SIDE OF DRALN AND REPOVRED TO WILL DEPTH OF CURB. 2. CURB JOINT SHALL BE A TkOWELED JOINT NTH A MINIMUM f/Z• RADIUS MAX. DENSTY PER AASHTO T-99. ALONG BACK OF CURB. I L 3. EXPANSION JOINTS SHALI BE 1//2 PREAOLDLU ASPHALT IMPREGNATED ^� PIPE BEDDI�G AND CURB AND GUTTER MATERIAL OR EQUAL, FITtND4 FROM SUSGRADE TO FINISH GRADE. �s/�•� I !'4 MAi L PACKFILL DETAILS (BULL MOUNTAIN ROAD) W COMMERCIAL DRIVEWAY CURB JOINT O I•►---5 M. SFE NOTE 5 oC•/ UNLESSLSR OTHERWISE SP CIFIEFRAME D COVER M • TOP SLAB AND MANHOLE SHI. LE RINGgLL no -_7z. COM FORM TOMA. 4 SPEC. GS � •• •' , 1R' 18' � B• •E �.,;. �- -OVERFLOW EL 91./TF- +. -. •, ur lNoe /o•w%nv(rrP� \`Ll Z a' 41H. L B•mR 1/2'SOLT(STAINLESS STEEL) ao>TQAr a JIMFL /N VTOa CONRACT[D 51MMADE 2 C ]/4'-0• BA50100( ^_•T FF C �GiVT AIIJI/.S4•M.e I' ACITY $LACI( :4 • • ,F,ApqICATEp CORRUpAPED y,K�,,,,•y ryH.HF,e npT .Z.+vr�v u T WHEN GATE 31 1 CROSS WITH TURNOUT GATE, ./ ;ROLINO 1 S' MN IS DOWN . �� N - 92 GROUTIml S REQUIRED Arorfe: SIDEWALK AD,;ACENT TO CURB 5 5• 33• T L TB00 L" -- INVERT EL sR 77 e' ^ L ccW��Fe sA, Al Z 12• g0' .�� - ) A-� d![b .P!/. !<LAHIMflS/Ar P(\ IXW. ARMCO- / //f OTi6HniY•v Av W✓!. '�/ MODEL 1 0 / Z.0/ A7NM4V.'1CJAAs 7 --+I IHXW 1. MATERIALS 5 Iµ� L uA �� " �I Z I - MATE TO BE Y % Y % 40•, 12 GA CAV. PERFORATED STEEL MADE WATER •' 6t.4oG d.Q. b CONIC PIPE ROAD " POST. TIGHT IN PLACE 'i M A 1'^T ^ O WITH MASTIC `X I F 2 1/2' X 2 1/2• % IB-, 12 GA. CALV. PERFORATED • PLE%ISLE COUPLING LU AO E s STEEL sTIFFNER PX 3 ACCESS MANHOLE CONC PAD DETAIL / 0 :_. / I' OF J/P-O' BASEAOC/ y '•' COMP4CTF0 GRANULAR COMPACTED $UBCIADE J 2 1/1• % 2 1/4• % J6•, 12 OA CALV PERFORATED ` pP� ....: WE AEL J, O STEEL ANCHOR. .� ;i FLOW ON R PLATE Y) ^ OR D 3•YIN. 4•-0•MIN• FLOW CONTROL ONLY) SIDEWALK AWAY FROM CURB 0 R 3/B• x 3 1ER. GALVANIZER 14E HEAD BOLT NTH ORIFICE DIA,• 5�5 NOTES: 3. LOCI( WASHER, OP 5/18• CORNER BOLT. '♦ •• .:. . �•,.. •• . .(. 'i: •: U lL • •• .• •• ;.M" '•:.. ' MANHOLE AND RAEE 1. CONCRETE SMALL BE 3000 P S.. N TF ? 18• 0 7/16' X SHA GALVANIZED CARRIAGE NTH FLIT AND . • ' N ST MANHOLE DE'TTAPER IL OF 1-1/2• TO J•. B DAY,, 5 SACK NIX, SLUMP RANGE LOCK WASHER, 2 BOLTS PER RAIL PER POST, B•41N SECTION NOTES 1� 0 2' % B• CROSSRAILS-PANTED WITH REFLECTORIZED I. ALL PRECAST SECTIONS SHALL CONFORM TO V THEREOUIREMEENT3 UP AL3 T M-CC-ITB. LLLL 2. PANELS TO BE S FEET LONG. O RED AND WHITE PAINT. MANHOLE ACCCSS FROM ABOVE PODUPREED IM FLACE CONCRETE'SMALL ICAVE 1 20 DAY STRENGTH OF 3,000 PIL AND 2 TO 4 J. EXPANSION VA JOINT$ TO BE PULED A• SIL OF DOW ENG N AY APPROACHES, L 2. SEE STR ON UNIFORM TRAFFIC CONTROL DEVICES SLUMPlu NR1TY VAULTS, WHEELCHAIR RAMP y AT SPACING NOT TO F%CEID 43 FEET. O FOR STREER AND HIGHWAYS AND THE OREGON • •'y;'.:,. 2_ ELEVATIONS OF BASE LE., 5---1 SUPPLEMENT, f�,� " :!; •.. :�: ,RAFT AMD OVERFLOW BNAL` ` �1 LL 4. FOR SIDEWALK ADJACENT TO THE CURB .ND POURED AT TI.- SAME TIME AS THE ` / \ BE APPROVfO CURB. THE JOINT BETWEEN THEM SHALL BE A iROWQED JOINT NTH A MIN. I/2• RADIUS. JF-1 BARRICADES • • Of e _ �•-_� BC-B BARRICADE DESIGN \ I CONCRETE PIPE S. CURB IS SHALL HAVE A WAUKMINIMUMIS THICKNINTENDED S 1 B INCHES 6 MOUNTABLE E O GI BARRICADE APPLICATION CURB IS USED OR IF SIDEWALK IS INTENDED AS P^RTIOM OF DRIVEWAY, y�•• � OTHERWISE S.ICIVAK 5Mµ1 HAVE A MINIMUM TI.OMESS M 4 INCHES. 0 3. ALL MATERIALS AND WORKMANSHIP SHALL BE IN \\-INFLOW LINES 9. ORM/ BLOCKdlTS IN CURBS SMALL BE EXTENDED TOBACK OF SIDEWALK WITH NTN THE CURRENT STATE OF OREGON AP UiH 3• DIAMETER PLASTIC PIPE AT 21 SLOPE, CONTRACTION TO BE PLACED 0`AN PIPE STANDARD SPECIFICATIONS FOR HIGHWAY CONSTRUCTION PLIC- BARRICADEt SICK SUPPORT ABLE '1 4. BARRICADE FOR SIDEWALK IS SIMILAR - •i• E.•. ,•L.'•'. • HESE DIMOHFAi ARE THE PROM , Q • . • IESTO E CONSIXTINTS RVG (WO) AHD t AME NOT TO SE REPRODUCED W AAY PL CONCRETE 91DEWALK ® / �- EXCEPT MTH TIE wTTEN STREET BARRICADE �/ ��N RING PRECAST MANHOLE Xm (BULL MOUNTAIN ROAR) T MAY BE USED SHORT TERM QCL<<j V/ UTILITY WORK AND V/ 2f PHASING OF DEVELOPMENT FILTER FABRIC MATERIAL 36' WIDE ROLLS. USE STAPLES OR MME RING5 Zm TO ATTACH FABRIC WF2E. STORM CONTROL STRUCTURE W ` By 7 By FABRTC OR 14 GAUGE EM •Ac i-. 1 14. 7 m f�-LOCKING NOOROU G NU �m ` �T- LID � BIO-FILTER 8AINLET BARRIER _ Niq - 7i' 6' NAX _ LADDER STEPS --Ll LOVER- . Z' MA%. 5TAICARD OR SERER OR G, MIN. _ c0 p'✓' ' EWAL ALTERNATE: 5TEEL °P fADRCE PO5T5. STOAM DRAIN DIA 3B '9 • �, 2'M IN. F��YYAAPP`` �." OLEATE OETEN TION f.Kc • _ •.ry♦ HC'TE: BI1RY B'JTtt" OF FlL.72PIPE aQ S'L ,ao \ MRATP NAL D1 5' BT 1Y BATE NOTCSY % Lv C G G / �O�•� . POLLUTION Z' MINORIWN. BELOW 0 A1-6 Ono / FLOW CO H- WHEN DETENTION DOo p ° 7ROL MAR- PIPE $TUBB OFF °Q OLj ,Q ` A 2' By 2' By 14 GAUGE HGLE,SLE RAD[l5 75' t4W. Oa WRE FABRIC OR E:G%DV. DETAIL LINESTORM DRAIN nCLEAN 'd P 7-MINLISGRAVEL ip 6• I- OUBGRADIF GEOTEXTBE A5 REQUIRED DEPTH PP PT- FILTER FABRIC 54 Rr B• rnH 2g 1. T05 DETAIL REpRE9ENT9 A DESIGN CONCEPT. FINAL DE916N MAY VARY ^�S7_75' MATERIAL DEFENDING ON SITE CONDi ON% AND %HALL BE APPROVED BY THE 05 CITY ENGINES S 2O MDR FOR 5W_N_E FAMILY B 1�- 2. MATERIALS FOR DETENTION PIPE %HALL HAVE A DESIGN LIFE HOF 50 " w 4-cz) AND DUPLEX RE5IDENTIAL YEARS AND %HALL BE APPROVED BY THE CITY ENGINE?<. L;OREGON ,y -' ----- 3. DETENTION PIPE TO BE MADE WATERTIGHT. �i, SHEET GRAVEL CONSTRUCTION ENTRANCE SEDIMENT FENCE TYf�JGIa19 FsL-6l�Ef!`D�'f'Ef9'YfbN.�'1P� 6-30-97 JOB NO. and 11430 SW SIT 950026 ...,n Mounw,Rd 9of10 LXf IRA�ON SATE 93801 1 7,0022 r NOV 15 �qgg IFTHIS NOTICE APPEARS CLEARER THAN THE OCT 51998 DOCUMENT,THE DOCUMENT IS OF MARGINAL QUALITY. MICROFILMED D i�llllMGM mI II1MCNWAI I,I,I,I1I,I,I I I,I,I,I�I, I I�I,I,I�I,I,I I P�nThml,l I I,I,I,I�I,I,I I I,I,�,I�I,I,I I I,I,I,I� ;l I I,I,I,I�I,I,I,I I I,I,I��,I,I,i l;i�l�l�l�i�l� ' IIIIIIII IIIIIIIII IIIII�IIIIIIII�IIIIIIIIIIIIIIIIIIII!III IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIHIN!IIIIIII IIIIIIIII IIIIIIIUhIllllltl Ilnlllu IIIIIIIIdIPIIIRtluIII[uUlndnu IRIII!II q!IIIIII Ilgllllt IIiII!III II!1Il!1!1!!III!!!i!!III�I;1 unlnumnlnuumhl�m 24 RY elu�Aar•I ui°'Y' pgQy AT UL, 1' r N O CavOl 6Q� aMa K6sm AKA - Q KL. Ila •00 Y^ !msec wee lexY w NoTWO e I. a/A' PIIFIOIIIIm A1OT 11 19 YATEIaa ro K uYEn Aa WEM" W T 0 IAYdpT fUa O[lAV AT ,•ul v N 1pM IIIA G L,ILl1 !@ O EMW1AIMMaEl1DY11 M 001 �i,1weM r a alTru wo ro ocroo TN�aua art Yo. a 6wl XNPOAAM urw N.LW PER MT.VL OJT ON Qwa r V M ADOC6114,AAM Z�OI Ma ) eLp •�• ac LAaK51 PPE ou. SPEOPEJ 0. bTe•a 1 *)NMI aNAIl ATTAIN A WOOLY COPKaRLi anbILTN v ]a01' Fa.I. • � woo _ A la i ' i t I O O R w DATE — A I� I- 1^ \ � O S O O O S O O `ouxP• T PM na TO1OPFrew s,w i rP41a0r.•G ANSI uw+uwm EARL O _ F�_ I • O O I� l � 1 eArrsu >rIAA K MPACIFD LO Yes OFa9rY TIROUOIILr. JI IN Y�L !. O'AIlS GAIa1 ar.I 1186 M K, 111(R CPM K[ArEll MAN Mf2,AOE I� FYlA YAIpAI - 1iQ O O p • raT. RarAu 1 n. 1a01 TOP ro 'INR I Fr. GF aonw. �— (e[ Paaaci NYF Y�EN \� p / PIANO J IgIE I. i X TOPE a PAEEEW,i 8F[mm eviNamajut Ir wEr iy q ^ eud.d•www �— TvrcN gOAm GRAc!OP TneQT aoLrOY p� �.E TT,•1T 1 Tr YN IMT IR2,r eTeP Fa aAo I'VoLYNT IEE TO ru•w Cann �+Y' ywp1 �yL� I I LiOti V ercnbreC ewrY+ar< ICY• CC e• r"._ _ V z FawF�•e \ / •-r >a —� •q o SECTION A - A W erNo.MID.i MWy,E Pneaxt9 nxrE(;04x2,' 33 I N QMANEWetDVIEIYYEs w• Na b h 7r W. YYa. I M K UM OTN KLTi3KD '�•' w - dl o (.P}AGYC� >r ^ I tree aAET a.T Q GrG No WOO � � I q ��o rwE' • aA PPE r0a nI.YE o[TA. gE GYG N0. OYO EQ QQ 4Y.Me9 KJCK - J L L— I. s•WILA�R I'Ma re0110Yu .� 0 0 h. j 1TANOOD I'-IIV 'w_IY tal K ALL01�. FOR MAlE KTAE 1S O,Y, MO 1Y0 r � Aoipa 1•TT O x 11OMruRf)L�L1NT1 T * ,e• f11YP 'aAeOa l'-)� Ip•-xY 1. TCP OF Kg MQE AT SLOMA L Fal OWn TYPE W W Na -10 T T I n ' AEarY1 Iw aA1Ez a Dan I Y•I ,_ a•I NG.� • ND I-- o•t -t--1 WASOKu . •aria'LrAseacrw m KsaAnols 1 ° CGNC4R Y )I' ' • e s' c. ° .°M,� °•° ° ° rW+our NrnE6. — - -- CATCH BA51N DET 11 11 I INT MRO ) `O "e10RT T omrw'L .��¢y, ` v"YBt tarAcrm 1.ux e1nNeJN rive aa, D!NP«mNYe .raV' ueA ouYa Hct rro 6AetT ro N/Brt �- Fbl ° GAee MA1eY4 r>j•ol 1 COrOt E IRI OWl Me OMA, Lbr Im"bm AIb',142,6 W. .'.1.J 1 CJr$E Yp Fq,y( r0 pE T1ACleArT 10 P ,MIE eY,YAC yy ,ygPQ), l ,tlr01 Lm PC1t LTrpn NC1GK StANDARD MANHOLF 9UBURBNiJAND 0 STANDARD MANHOLE FRAME It CoyFR 6;noAleo usr aeon USA DWG. NO. 120 DITCH INLET IRAre/Corel IYNerI ORAR U9 NO QLLetrKYn Tnle Pula USA DWG. NO. 220 j °W VOLI1'E OF THFil6T BUCK '•'r t-{ BEARM AWA OF TI~T BLOOED IN 6E1 FT. W CLL YDS rVERTr_ji ro Isa Fr[ j •�j� mne I�•+e dµ k- -4 nrR.., Dew raa eSLOP, "1100p«'' 76106' C. GRATE U Y /'^T 0 „Y [aOFR IK P1'A 7 Oa W nY• IUV IIY BICTCLE BAFC OUTLET ao a �� uCL x Ci CCOPLWG PROVGE 4.O C.O. AT TRAPPASTE o. • uc1 •P PERNCO 1066 DRO, atKY' Mn --n v4K pOA r0 a CLEAN0b7 JAtl7.4LLATXJMS AREAPPROVED EOOILLIP9TED TO E � voeM rat♦ wr nw vurf ml Y e u Cl 45• BOLD :D O Zu aA:ufT'1FNT AREAS ;o OR HAY BE ALLCl/.FD ON A •1 adL. 6mE • a, ,r >r r w u Av PIPE (TIPJ I. A+m 0x64,2,w s a a� .or � J TEYR°ORe,Rr BA9(.J :N •"P O1 'I �N-12 RIGN7-OFHUAY,'S. .y M N ••Y w 2,u m u � �E ` ?, ";9 v.;�]oiz�ser�6o�d te�A�wi�UPP� DEPKTLR a CLAHP COIFI.MG FH2MCO G.I.1010 OR APPROVED c1 4s° BEND, r4•PLATE to GARICIR OR U BAND y o'FoQ,P •;p,�' 1w,ts �.yp� E EQUAL I EXiERILR COATM I tQty� LF 00 CROWBiRADICIE OLPCK ON PLS CV A6Pw1LT PANT J n Q ( }- b wra, �v szr nl7i:.Armp AEJI E6F m31 SIF L . o: 9 .o'o !� ^ouaa-na1 a n•o1 C—. tl u ° •�-_ •o:,o NOTES \ O °� 'ALK exx6 a A i x cenvm CATC1) BASIN DETAIL lON-SITE) — } CdCKre 6tJ6e)prY[ �� ptECTLr wet M vALK Nlt O a VERTICAL 080 vSrrKx PcetnoN. CROW 1@ WTE N.T.S. T. VAI+e 00n roP f w w AOANTI0 10 - �"O �/ I'Qr rgaEEm OFAR rgrPla Roo tFetivrt tta � _ �� vMP ia• r o 1YP 11 COKRete hGGfM TO 6L PQIAHJ 'v.W • Y STA ARD CLEANOUT AOAD�* U , ], AU.CtR.-PaT!To m CLKe] aEefl•lamwu MI IL m PROPVOPVM USA DWG. NO. IFO v 1OTALL Ba.ATION nArBt1AL eerumr AR NOT TO a Mawmu® N AXx "PORTLAND" °'ER'Ya'0^PITTplo2, w,Pa hIAN1i e T WN THE wTTp VALVE BOX '1p"11O a0 u a6•CilR eNAE1 d ITT p1.aM O Au.As(ra.Aro Acmaeolr�. THRUST BLOGKINCs STANDARD VALVE BOX DETAIL YPIXNIIlMR2,C MOCAaY} APUI'G1 DW_:L 401 •oR eYG+aw EACATIe)1M . T.W.Cn!ro eesfoRn Ir ewl (MAIN ARTERIAL STREETS) •F' o eETN A61M c+T2, � 3� ,y�.? 4�Fcp?' r�•4� �m n•Y� yay� HYDRANTS TO BE MODERN MUELLER CENTURION,A-442 , 6"MJ,5 I/4°MVO, OJQ0 0O��/. sur E T env N Y 3 PART- TWO 21/2'NST HOSE CONNECTION AND ONE 41/2" NST PUMPER, FQ61 OM'JwBJ 11 n To 11/2 PENTAGON OPERATING NUT ,OPEN LEFT, COLOR, YELLOW. - •" cwlcrnN w Ra1I BEHIND BACK OF 1 'A• •..� I I CURB,AND/OR i ' BEHIND BACK OF 4 im 1 , SIDEWALK 2, j: I I I/ Iteaa®. • 2'-,.y, I ca'e o2,• e.' { _ ._ _ y CUSTOMERBEMND _ 3/4" ANGLE METER STOP -' B8�4KCK OF CURB AND/ O SERVICE LINE SIDEWALK raaeu 6ruoAMa 6EAna>tb 3 CAST IRON VALVE COMPRESSION THREADS 10"� -PAVEMENT IR4Te a cove OR BOX ASSEMBLY aMAOE alewr LESS MIN. I I 5/8"A 3/4" BADGER METER 3/4" PRESSURE REGULATOR eer TwAre a - -- E•Dr eirr ro I _ TJ z 2"IPT P4UG O Ta►wu2,>1n ��r, PAVEMENT - WI REQUIRED ) °, r 1 WILKINS SERIES 600 , AMERICAN A OR Mix 2 IPT a CaecvT /\ LUG/CAP. 0. 1 T MAD E'. WITH A.?PROVED GATE ( HAND TIGHT) Plee�.+r / COVER DRAIN ROCK 6"FL6N 36"OF I �/ BRASS PLUG A- w ewa-At 6r,AroAleO aT WITH TAR PAPER r MJ GV "' 3/4'-0 E� .I�,�• Itlnl Y MIPT a•2, '/ TIAe•CEa rae+6 d e BEFORE BAG<FILL I III MIN. EIPgPTE/( / > Sy ;, " 2 PER • / r — - L •: i4 c0•crlrrr Psr I CONCRETE,.. —`` Will t1 E 90. nTr xaPc —LL OPPER �. 3/4"CORPORATION STOP WITH METER `90°ELL �M `� !'- II Iq TAPER THREAD BI/X IN 2"COPPER • INLETET SAND BED TO AND COMPRESSION r TOP OFC RPE K• OPPER F1d]r FITTING OUTLET. HARD CONCRETE TE THRUST I FFYI`� z MUELLER H- 15008 O O I— • • . Ir u,ER carAcreO '� 1 _-ENO OF-37'REET APP tr O 6,015 t -- G NOT FOR INFORMATION ONLY . TIGARD WATER DEPARTMENT INSTALLS NOTECAN BE PLUMBED WITH WGALV IF TEMPORARY B.O. ,Lu7J �+ n,> o " :oo n 11"•"a '}�' 1 6"MJ N H (LENGTH MAIN WITH MJa6"FLG TEE I COPPER $ERVIC€5 AND METERS. TWD WILL PROVIDE PRESSURE F .GULATORS T m1 0 r •o' c YAjIF'I HOLDING (SEE PLAN FOR MAIN 512EI i FOR 5/B '13/4 AND I" METERS IF REQUIRED. OREGON I� 2 VO MI 4'a B"A 16" CONCRETE BLOCK TYPE "It" SOFT COPPER SERVICE -ONE METER FOR EACH SERVICE ty SHEET -+ R 3/" COPPER SERVICE FOR 5/8"a METER21"• Eby D 9 YDS OF I V2"- 3/4" DRAIN ROCK I" COPPER SERVICE FOR I" 'x 3/4TER1S FLAT TOP MANHOLE 2" COPPER SERVICE FOR 1 1/2 TO 2 METERS USA 020 STANDARD FIRE FIYDRANT DETAIL WATER SERVICE STANDARL) BLOW OFF ASSEMBI.IES — OF a 6-30-97 ,JOB Na. EXPIRA110N DATE 93801 11738 and 1430 SW SIT 95 0926 Out Mountain Rd 10,110 SIT 95-027 NOV 15 ,a. IF THIS NOTICE APPEARS CLEARER THAN THE OCT 51998 DOCUMENT,THE DOCUMENT IS OF MARGINAL QUALITY. MICROFILMED I�I�I(11111�1 111�1�1�111�1 11�111�IIIjl11 11�11111IIji11�1 11111�11111�1II flfl?jl1rt'iIl l l l l i I'I ( I I I Ililll! I l l l l i l l I I I I I I I I I I I 1 i I I VIII I I I I'I I I I SDtKaK wEor w aIKIE 1 11 V I I I 1 I j j I I I j 1 I 1 I I I I 1 I I I '� 24X Inlun nuhiu Ilulnulunlullllullunluuhm nulnn nnlnu urjln nnhulluuluulunhm nul6hm d � dhu ddl r