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12343 SW Main Street 1 0• I prir- --11- V 1 SY C. fi C / , L. N {.... �_ 1 4 L I T REVISIONS • �_. - 441(499 �� i 1 . COIJ T R.. .C TO 1;r. 5 H f�L L. V IC 1L I r: ' A Po C O U11,111... i /�L.L. co. I r-•'1 L 1 O ►.1 b ^N D C O i...1tas%T 1 CII i Irl O w t•-..:4O 1'L_ ► P tlL.I m Do o 1J THC D.oL.�.w 1 N 40. 1 ' GI t.�..1 IE.i.•• L_ IJ Ot� T it. DpfZ .w .�^ 1 , . r L.1-bT - �l 2a'�q 9 /►•N O► S II"' Cr' C.o' ' !i 1 . Tca' 1 �4.15 A. WR 1..L_ Alm P61.4 Y 1`1 C. Imo., C.0...1 1 T 1 tZ►J a• O Pr NIL. 1T . N 0 T I R RC. H 1 T GT 0F F D. i C. L'A�H G 11 KA. 2 F SITE rL �1.4 - - I 2. . c. , 1's Lu S T�IJ rs A.R..p S: A L.L W O 1C IL f. N...1..�. 11. LI N C.O N re p IL M�.Ni G. W 1 T 1-1 L.oC.�.L / STAT IC.‘1... 1< I<O► IL re... ". L. 3 'Lax,a 1 t�IJ G O IJ T PLO L. - b 1 T it.. T"L. A.N __-- �. v L.. `- ► c7•-428. ••......1 ca. U a C. 1 k..."6.T IL un- C cab 1'T 1 O tIJ . li rJ rt. I r l 4 CO J u.T rL u C.T 1 0 4-.4 1 ' "& L. 0 S H Alb. _ It. OM L.A.T I O N s fLLJ L a s R.t.. 1'o . 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I T T^I R..` 1 \ 1 1_ 2.(o ir.)I TIC.IL-1 O It. LTA 1 dL't'/� I L . > ' 3 O I) al rt r- . .: a .. .1,.. �r < f , . PFAFI tr. . ••% •• ' ... 'Cf) S.41 ..-:,. • : . N V Iii i . , d ,. ... • x II " -12,5C' :v ' , ._. _•. . • SII LEW I SJ - !•� . TIGSD # N Sw PLAZA ____. _ ..._ . ... . . _ W . „, L.r) SW - v) L TANGELA ST s \�, �- Q1 ...� 6 ili r�T t-4� L, „ TANGEU �. -� . U i:- ilt • c).\ cp-a 1 Sk r y�-o _ _ . ..__ �._�_ -- ---_ ______ 0 4. s� : R fro / ., a :, 000A • • 's --'N. - : ' . . • " /-r,c,_ -.J c; ,-Y\I 4 ISfTE -- - -§et, . . ./V 0 F- N r,•, °0 (11% I. 0 . k? s4( Oi • 4A, r g . . ill 1.11 id 1 4P14 ‘1Szr .. 4 , . -.4 rd ir414 i. 1 M Q • � ': AO dtt.- ,..'l ', ,, .,,,, . "4 dU 1-:, 4( Ul V i r^. ► • E • 111 '4 * ► `atei'.. 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M. .0 . . 1 • . , . 1 0 i . „, _. ,. . . } . ,,‘14.4 • . . s .. , ,., , . , • , . , . w.w.+...w. - .•, . . • , . . . .• .. , • . 1 ry( I 1, 1, f . • r L , i f I 1+ I 4. �l.J f1`L 1 cls T tit N • - 1..i O P4.T H IC r�.N.1 IL 1 L. PC d 0 $[VISION• •y x it 3øI �•� M 1c_d :�N► •r v P.�Z a q 9 .mmll'.......I.m.lm..mmilimmm.l.l.1111.u.11.IIIImmimmllimmimmMill".1.1Mll.IMMIIIMIIIPIIMMIIMIIIMIIIIIIIMMMMIIIMIIMIMIMIIIIMIMIMIMIMrMill.IIIIIMIIMIIII.MilnillIllnl.IIIPIIIMIIIIIIMIIrllMMIMII.M1MLIMIIIIIIIIIIIIIIIIC ill • � o �� I � �, 1.... E 4 A l_ D SSC Iz.- I PT' IBJ Irl : M�.� t '� /1L/ q fhb'. v >K 4 v U n.l t T la . Z *lb) ‘440‘104i4 6iTo N G O s►`I T,t" v" � rL I T' �•�cR. comic. 0 =Q _ ___. / .�. lb LOCI . TtL.. Ao% -1 . 1 • weal .t lead Lt t•otiw 2. Z.e1to111� 2 South. sane, 1 meet .c s1►. willass•cc• �/ �8/ HiQ ' Ti tWORitlr, lr the tticY •t Tigard. Cw+aty Me r•.1►it.ft•n •M State of c�r.�e, s••erlt+.r FASFJ�M' N .. tt.11olr., r_ / / 9 4 "4.1. 5 '• `,' x 4 t• �/' S•risslag at ter, tnteetl.eslen •t w Weeteely 1u. •t the o.ompe Itle1>trers•e (Meatier, The City ul"i'hgatd t-ChantoP)is the owner of the followhng bed rare property L4/9 q t.en4 Matta Ile. Se and tie Southerly lie* •t the Oregon Sl•etsle Mtirsy ce•pmny•s riglsa-•[-coy, rAletl► Mtssh•elr line 1. 88 tees Southerly et err parallel se nue a trots of laud situated in the Northeast i14 ul Sectloo 2, T 2 South, WOWS 811•t3sric tallowttatup t ib.d I • ttt.y CwMay'• motor 1L•. as e•. 1Mae.i and .called we: themes Wet Willaroette M•ritllart. Waabinttoo Catn 8 8 South •g• .s• twos •1M Dolt Westerly liars .t $s atelltaertanahas h1.•aciat Land follows. PsreeI 2 of Pantuoo Plat No 1996026 u recorded tnWaahu nr( ntf _ _---� - qq seg.' Clot', to Uig Northerly llllo .i Lot IS. Ppm 'I=Ott#P►ILLt 1h0631T><Clti thence /arch N• Pavulon PW Rct.ortL y / _ .._. .. ... ( --_ 18, Net alone •old M.rtilasrl�r liah• .t tie 1.. Moth TI�RDVYLi.i •EO>[T2f�t, to ea Iron � ' � � � _ ►1>N V cin• waster .t Ttgi.r'• 1•a7•y S•M, wiett Swim alas ts�asts. cher tttt..t Ig.ccAarlr / _ I ( �^ �'� I. o.rttlot ort N1• lweW 2sset IA tlaraiw I. 1Mw.l.iS f tl.uttl. wMle 1 ttt..t, lfill•aseccs The•Tigard Area Chamber of Conutterc.("Grantee')is the owner of the following described real / ' _ 11grL1wt to g NtiMatly ammo eke oestA Liao of Nit er'. r•stq sanest. s• • property � �y/7/ ` testas stn the 4tttsleherly lltrsts Of the estd Oregon tidos tstc 4l1 'S II 1 II L^�� G��`L to ile ca eoMtr• . ea wiy, •11.118 eso .•t ed out. t 11s. of t1+. far e.• ■1•sttrlc tt tr•cl of lat><, utr�ased to the NorAs••at l/a of Ballon 2, Tuwo•hip 2 Soutp, (longe 1MON / /�1`<./� Sallow Ceelp•wr•o eiglK-of-1•ap, IS toot tree twh parallel to t'M .cold te•11..1r Wu WUI•raaect Mertdtan, Wad uagthyu County, City of Tissot, Oregon dcscnbod O 111.1 K t>R. Ce�eat•• cameo liana. .• aha leaned sod .e.yra we. c• the sestet of rogienitsg. 0 grl lti^•G l� R•t a follows: Parcel 1 of partition Phu No. 19964026 u recorded In W Weapon County ~ r C R t>f�f`. Sol.A'. 1- `r, Partition Plat Records. Z u or o► / • SRR tv D" 1416) 1-4 N. ., -1 , Y EY - - , The above prapctttes are Ascent to each other The Grantor wishes to grant to the Grantee, to Z = A. ' z IL,L�t,J•J 6► (�/� M iv? K f`. Q • • summon mrd ways,.papaw!nonexclusive easement under, over,and across particular slap of Isnd 1 y . > W ( L (. ( A ,,p Rue(S)bet in width and more particularly described u follows ` D c0 4.................1 I tZ o c�S i. p, 1� F. 1 G R. est.. ' .-L tJT I.Y ,t �O � 1x1 . � • Q • r a )1 ci 1 00 • Q t bepesurtg at the Northeast corner of Paruel 2•Lo hesr,g the NoNhweat cones of Psrsel 1 of ; O _ •so t� ,- �, said partition plot 1996-026, tlwhce along the tw,r,l,line of add parcel 1 being.curve w Z t to aa 1 �� / the kA with a mitt'of 2840.00 feet a dela of I*4T Or(a ehoni which been N SS• 10' = 2 g L h.! '1`Y •, �' h•- 22"W, 88.46 feet),tad a length of 88.47 feet; thence S 34.02' 10" W, a distance of S 00 0 0 x ,i `p }- e i t' 14/ Mt so a nor+•wrigent save to the nBM; thence along said curve w then with a mita o,` n V 8t ' _ O. e / • �/,( 21.35 fest a delta of 1.47' 14"(a chord which bores S 55• 10' 17" F., 88.43 feet)and a length of 88 al feed thence N 34. 26' 26" E a distance of 5.00 tett W the punt of C STREET s i co .4 ; 2 • /Lk d o A •' . • L____41.._--C� It- •---1 ' ,IC IC s. i . .1 ti �� 14x-d, .-1 ----� f The terns of this Easement areas follows '11 • � �ti © 'Cl(<IC sr l town r / AI(, I The tjmr►tte,to t contractors and ,nn VJ tea. teen, shall use the east-tom +rap only / • , - for Oran1•e'a utility moose'purposes. M` Jl int • ! • to �'! / 1 y r r r • _ / 2 • iL V5 L C7 R 1 G / ' 2. The croon shall vide the cktrsor costs t10 (� , . . ,•` ,`•..w pro why-four(24)boon of radia before commencing •:� I -'-•• 11 .1Clt ,,, r . - f -�_ any sso11 wt•ttn tlhe e.eattta+rht erld altell tt7ute coaly elrort 00 avoid ditastptho:total t11sQnnlar's sae of thei ;e • �-- C�!'•s -+f i ../ ealtettxot keparrs due to the work shall be ,n aecordaace with the or+ga► work ptorfortrhed and .hall ,,. ► '- �' -•r•. •E? : I 4 � 1l.T. rrasoetd,etapainedfocahmtoexur0ut8orIsemr condition Ilse cmcoor sbali utl.d to inn hnayection thew �t 1 �'�Ra the ropey before final payment of Grantee's contractor v g>1 1Ata 1 H_______._. 4.., 3. 111.artes•e sato iir•ntcr I►hali cooperate Aering periods of�mnt ore nn thrr each party's use alisll . . 1 9 ' O s „ ' - < i ",. :10 :- cava• uliairrhunofhnsarferc�cctotheot►set 1lorvevcv, InthecaneofconlLct, the :cttofs malas of uses • 7 40 ' ► •4 •• ' r alsmll ba Jorttilsartt• t1 • • Tiar-‘ .. # y� / ♦ t ' r • �� / • ATheGrtrriotshellretainthe owneroftJ✓ saserthentstep. TeGran^.rearea w:el::: 1n 1 0 ; , defend Grantor frrttn a..y low,claim or liabiltry to the Grantor arising uh any manner out of G ']` I �� t r under this e•acrnent or sae of the easement Grsrttec assurthcs all tisk anstng out of rots use o 'O J ;--.- •- • 1443 and Grort4x shall have no habiliry fn Grants eY or others for shy condtnon existing therh on. Q t el C.Jar • Ili s - plgh .. Q 5. This easement as subject to all prior casements and nghtt of parties of record. v 7 r mei, 4.7%,11) 4 az • • • Q • / / " �1k ^1 4 w fti3 6. This easement shall be perpetual;however,on the event it is not used by Grantees for a pend of pi 1f '` three 0)yearn.or of otherwise abandoned by Grantees, c casement shall automatically export, whereupon l�1 1•, Q Granata shall.upon request,execute a recordable document cvidencwg such/spintbon V O ti - 4 4 S ITC P 1,..._ ,4"•. K1Ail alii, A „ - 1h_ mss, L'...1_ 1 iT 1 G",,.... LiS I T E= E>�. T ' : sf,-+a.Itr.I�-�- Ld �- 6 L. o T I Z. RL 4 Z.a o - _ b '.--1rL I�.1 ` R.cam.•,hs 51 ° iv--; i L Crr C o No' LA- A e.,.. IC- : c›...,,::.,. Z , 5 1 1 --_`' "`-- --,...s--- 4a0-. ff .' Q ��/ 1 ry 1 S 1 +p O 1 �• 4( l 1. li N 2 Coe) r� •••..,••"--- + 's q�f -- "1 1hi 0,...,r. , --z---- i i T C 1 L obc.". ► E. : I9 'T. > 1 5 '7. I • \ :;' . :.. ' = • 0 F- ,3 _, R.. Po mss.e.� •• 41 C I T Y r�.>< 1st 1 ti LOT D!r Ii 1 GU- Ib L.Is -.24/::::.__ ________ _...-- ______.--------T. ''.--.,..._________________-_-_:___--- -:-_.;----____-: ------- - - -- V hid( Wi 1 if ? L....,. .....r.v.p.• --..-- Li d 1- . ,.., „,.... „..... 5 ,hes < d w . el ~r i 4I�p�• sT rt.-tr.E3- I- a l•-71 /4 S T _ re.... S N TE L.. A kJ _ja t. iri 1 i r 1 ° ----Th \) 0 . 1 _o ft ) I - --- - 3 a� II + ;Nw' (-) tri rn 1/1 -1 1 : ► e. M:�.:--�� , I oat. i a/1-/M6 ' Ieat/^IL.. pm. I1 . tf ,_ R.1" .ILT II r tic•i.NOT N.� II ll I1 .. I •t 4P. , gDrown J to A� I- u BoOI •- r2::. ' ` 1.„..1 f H kJ > � A I L. 1 kJ Sheet • . , yt" ii 0. t 2311 ave Main et O SUM°Nt 2 2of • 2i Of as IM.ts "' a ~MS OM.i. ,etre pa•...u,n• •A . • t T' 1< 1_ 'db. K.,1 ' C>71 I II ~I' Ilii 1111 1,11 ILII IIII 1111 1111 111 IIIIIIIIIII -��• � LE61111LITT STRIP 4 b 11 I I I I � 11t�iiiillln�lull-u�11�u�,I�uI��I nil I �� I u�l �u�nnIlilll111t1n11�1n1 nu�un llulunl _ ,p.2., ,. +O I r i= 131 14 1• 17 1• 11 Jl� t�l 81! 813 Z4 :• WI >lr8f !7 SO III 25 x . , CD RI It Ot . , , , , 1 , tp Ze . . . k` • .,......,...r,rv...w.u..,...--... • +� - - de 1/4 . I V / Al ,+f (/ REVISIONS •V /, EIVSION CO OL NOTES: . ___.+ 1 AopffoiW of TINS FAIIAN CONTROL (E5C) PUN DOES NOT CONSTRUE APPIQOM;k Of PERINAENT Raw AR ARMWhc .XX* (CO SVE MO tOGj►lA Of R0405, MKS RES7RIC"104 C7MANELS, RETINTION FACILITn NVIJI3 ETC). 2 TIE IMPLEMENTATION Of THESE ESC PLANS ,VNO II E CONSTRUCTION. I INTI NACf. RERtACEVENr MID WORN*C OF THESE ESC « FACAIRE'S /S /TIE RESP016111t1TY Of NE APPUCAIIT/CONTRACTOR UNIX All CONSTRICTION !S COMRETED MO APPROVED MIO VFQ 7ATIONA OS!APIVC 6ESTA61;I '(p 4. 1 THE BOLNOMES Of THE WRING (.,W7S SNOW ON TIMS RAN SHILL K CiflR(r FIAGGEO w l)( X10 PRIOR To CGWS/RUCrXw • DOW THE CONSIRIACA)N PERIOD NO ALSIUREIAACE BUONO ME RAGGED CLEARAIC LNATIS SOMLL if PERM'TIED THE FL4GGVC SKILL K MWTAMO Sr PE A PL C NT/OW* 0 CW FOR THE OURATI W Of CONSTRUCTION - M � _ - --------__-_.��...___._.__ -.. - - yl. -----� TIE ESC FAcs.a S Si't 1W AN NS PLAN NLST EIE CCWSAPUCIED w 57A^H A WAVER AS ro INSURE /HIT SEDNMfNI AND SEDIMENT-f• WEN TRAILER OO MDT WV THE DRAW( Mali OR Kull"APPUGillf IMIER STANDARDS. 5. PE EX FACILITES SNOW ON THIS Pr44 ARE TIE WWI REOUIREMEN13. RW ANT,CIPAIED SIZE COACITIOA6 DURIVG /NE Cti1kSlIRA:'IKi1M PERIOCt Wit EA' fAOLTIES 91111 dE U°Gig10E0 AS NEEDED FOR U1EJI0°!<C1ED VOW EIEN/S AAO IV E1kStAQE Pel/ WIMP tn 3 SEMEN AAO SEMEN LAMMO' AD Nor ILILY PE SITE O vs © 6. 1►E ESC FAC�'ars SEW K ASPECTED Olt r Br 1►,E APPEtGWT/COKINACTOR MO MVILA kD A WWI ci PACE PE1P MONTH OR '�( W X I 0V11* THE b NOM Mum A 57C,1R11 �'Y,p1TT Z Y �, z Q a M'AREAA NEEDING LX WARNS, NO! REWIRING G AMICIIMf A1TDMON.• SrMIL CIE AOCIMEED IV& FAf7EPV (Is) OATS 4 R C44. n W 41 !ii9 STil ull:D C0W5/RLICTI N► E)Y/AMCES SrWI K .WSIALLEO AT THE MIMIC AF CONS7RticlrN AND wave RIR THE OVRA/AON Of Q 1 t M PROJECT il THE PIEIGt,EC' VO OMIL IISAQLt$ ow K R'E'p,11REn r0 *RIR( Thor ALL PAVED ARE�4 ARE KEPT WAN FOR THE ORAPIAN O THE IiRg \ I 10. $Of SEEDING FAR TEMPORARY MSC* C NTT*. TS RfOUIIPEO• FAST GERMN4411AC GRASSES SIW1 Bf APPufD AT M APAPOPRNI'£ 0 co A RATE (f G.. ANNUAL R E "'RUED AT ADt LBS PER ACRE) `) M SEDIMENT _FENCE NOTES. ♦. '� 1 THE PIM FABRIC STALL K PuRCKASEO w A CL�V/RWADUS Rau Cur ro THE LEAC N of Of 91RRER To AVOID USE Of JOINTS. ;1,�. j / MNE7v JOivrS ARE AECESSWI; FX/ER a0I1M SrMLL K SPLICED WOO AAr r Al A SUPPORT PO51 NMI A IMMM) 6-,NIGH OVEN(AP, fir, ' �l Z / / AAD BOTH EIIc,K SECURED' fIS1EN D To ITE PIJST,, OVfRUP 2'x 2' POSTS AND ATTACH AS SHOP IN THE OE1AKi'4.' r 16.........1....=11, 2 THE FILTER FABRIC FE CE Smu K AVSTALa ED lO FOLLOW IIIE C10N/TOURS WHERE FEAST ti INE •`E a POSrs SfW1 BEE SPACED .1/ AMON Of 1.R M APART AAD AQM�EN SECYA 1Y WMD /IE CRou D A 4AI11MKlll Ole 610 mmtii 71J� J THE FX IEn' AMC SMLL hMVE A WMNIUI/ VE1P111^4L 6CARNL Of 6 INCHES ALL Q G ki1/ED AN/ERIUIII f RChH 'kV FMK �h I WSTALUIXIN SrMll ELE BAWLED AAD COMPACTED, ALONG THE ENTIRE LvS1R LJTE0 ARE;I A STANDARD GR WAVY DIM' _FILTER FFJNCE SKI HIVE 1NAKArAC1tiR£D STITCHED LASS FAP ?X? INSIALL,I/XW SmCy+IED LOOPS AIL _ '3 �' / BE IA;5TALIED ON THEUPI+EL SJgE OF THE SLOPED AREA �_ / 5. FUER FAX APICES SMALL K ROWED ISOThe ►RAVE SERVED THEIR USEFUL PURPOSE Bur MOT EEFO E THE UPSLOPE AREA *5 2 _- OEM a7PM14AEN I r mum mo S)A6K,IIED Q ' 5 RED? FABRIC _FENCES 94411K ' COAISPETEBY APPtIGwr/CONTRACrik imMEDNTEL Y AFTER EACH RAINFALL. ANY REOUIRED REFAR'S SKtll BEE Ma IIMIEDMTEL r a W Ur0 0 A E. 1?-..Ci S I C • ISI C.C) KJ -T rc,o L r, S I r E. P' L. .4t., !J d ci W 0d lii I-- i o ,i---„ .. • lt_ e MAY DE USED SHORT TERM • - a V/ UTILITY VORX AND V/ 4 ar PHASING OF DEVELOPMENT .L. I..L NI Y' VIIMinla . I f... ' I V V V . laiir, I • 'illip: , L111i .. . , 3 1 1 < t6i$ , r • . CATCH BASIN AREA DRAIN 11.1 ti e�� ~ ,. NTS NTS ri U � �" � ' nFILTER FABRIC MAIERIK FILTER use S1�1t,rD l.(Xlt'S F 4 ` •� � � Z 36' vIDE ROILS FABRIC 11vIR ? ?' 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D.5. tier 9166" � EM�O�M►pED G1�SiRCAC/1gNS D. - I, 1?( COMMICTOR 911(L err Of LOrARON Of ALL DIM MUTES AMO FEATURES PRIOR TO COi J J NAM CCWSTRLCPO W . / INE COMM 9Mu NOT111' T►E ' k( LX41>A4 ARE me T144 AS NOCATED ON TWE DAMCS Sugr NR r AKAD • el: s (I I CYICIRCCRON TO COI CWI s TO PE COMM At NECESSARY tw , 1 �.►er^T c�N 5 Rif CU'NRAIC/CIR STM j MOTT FIELD LOGUK,W Of Au MUTES AT LEAST 72 HOURS PRIOR To cYa1M11<JNCMC Mini cCNNSiRl,CT1 * _ i 4 I MIES NOITE CA1 W Cf!TER (sal) 246-6d99 - s P' tL CZ t'o Fs C� C�1c 1= 1E.. I°y ; NRC.t1 a e 444111 Q NE CO 7IICTOIR 6 f KIR COMMITINC MS WM /V AM CONI CTS BMW' SEW LATDNILS, STY LNIWS, MO VAC Try 1ti. MIIlER Nlllff, 0 W ch I SPEtxN6l1FI/CIM/ RICTUSRICTUS9N11 6)< W 1117N 090 RlEl�tATlgh6. 11,E CONTRACTOR SW/ YWTAN ON-91F NEO £ Z = Y ILrC T fie. I. 1 GPM. r R- S U ►-1 i 'U M Po- 4001M L W7)'DATA 911176 FOR AL1. iMLNRtMXI5 Ao1lR*ILS USED OR STORED CW-97E , W g ` M"'I'T K L to-c,GAw N s O S u1' 1 1 i-- 8 1W CONTACTOR .S�r1u GSE ,PtAA°IROPRWE 115FfCrION Aa MCr MO (2) LRJSOISS DAY5 AOVmC£ Nona NovN _v REouE5PM g M r t E K--•1 p-i t T LPL._ F f'pT Ir,-)41 0 *SWAINS ; O 171t._.".l IBJ b 4.G R.40161.•", l.. ►.♦ Ia Z to tr 7 9 ANY ARSON TO AA°iRtJrED PONS REWIRE SLsffOr,ENr *wow 9r Pt APPPRtI1F ACMES O ' IP ' / _ 10. 5 £A 71E MOK PUN TO & AAo1 OW° MO CONTROL, N PLACE PIRIOR '0 CCWSIRACrGW -) ,+, � / \ 11 DEWITI,M6 AiaE WED ON uSY,�r,S aiUY 8001 NW N CV o.II Orklip. i - sp. —- ,4„ - - p. 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U ^; ►i.fLCyIL��.1NP P" 1r1 � 4 f' �MR.. V( t(1 / C 1'T' Y A'.) T 1 GI•%. ie...p STi� C� ^'M1_I�• • Li.! ui } ;0 } NRJF J Id Y z � � / Jb A 1-d L'-'1 ' Nil 2 I 4 y 1 1 U T I LI TY - I T E. L A. K1 \T i _ Q 1- a I Ce''' C:3'• )-- 0 • Date 1'Z,,/1-1/44 a S,.al*1.1ari p. niawn JDocQZ 1 Job 9 0 Q 1 iI Sh••l 1134/SW Mom Si 0 �.■ 41=11., 11UPn 0043 N. N •M.N O.,10 ,.M•naaM...r 1 0l •37 01 2. Shoots -+- lU r 1 L. i T Y 8r I T' IL 1► L^ �� CT .. LEGIBILITY STRIP 0 0 ca I 2 3 4 S 8 7 H Q Ip 1 ' 12 13 .4 ie 17 Ie Ip 20 2' 22 23 24 25 '8 2 ' 28 29 30 25 4x 1 CD s. II Of NNII M O� I • , w r, vY r �..R.�...r• �h . I r 1 --- - , - A. - - -----1: 77""gillIllIll! i' 1 I T.. r r. CROSSWALK STRIPING 11iVI$IONi iV Pc/PT 12" BEHIND SIDEWALK �,/�a,/49 •sy II BEHIND CURB ' ...4^, CURB J0 ►vT 5' MIN -- SEE NOTES ROW f9 I DRAINAGE BLOCKOUT " H- OR WHEN NO SIDEWALK SIDEWALK 3" I.O. PLASTIC CURBSIDE ► f✓IPE W/COUPLINC -,2X j , J �, t" 6" 2" R 1 1/2" R A i- �_ ',�.w�. ' t..� r: ' • . / TR,gti ' S 1" BATTER / -ir, --` _ S �\ `� _ - ROAD _ "u tt 1, I ME TE M r-- 1" 6 1• R , „ u „ ti/ • I, • J 2" OF 3/4"-o" BASEROCKA --_--� -I,"n 12.. �ti STOP SIGN LOCATION f. " " - -- 6" u11" w /P f•1 �•.1' .: I///II/III/'t r �`._ COMPACTED SUBGRADE I (INSTALL 4" PVC SLEEVE \ ( 1/2" Dn„ I • �, • . *If ww.fR -•--' '�•0• . •• • �,� i.. UNTIL PERMANENT SIGN �1 \ __1_ • • . MAX. „H„ J I' .� !i,- O INSTALLATION) --•- �' �, . • • •� BASE L_i OURSE —� SIDEWALK ADJACENT TO CURB j' �� » " ' ' > ' �- 2" FLG X COMPRESSK N ANGLE ....--74 � J� Q ' EXPANSION 24 STOP (FITS 1 1'/2 APPLICATIONS) J �� JOINT (TYP) cr O /1CC MJ X TAPPEC G S' MIN. ROW / Q`� Y �+ 1 FOR USE ALONG MEDIANS, GUTTERciiS 2" TEE - V - 1 E S MAY BE REDUCED WITH PRIOR -.•. CC vri �_ 2X 6" +- N. n ! *7 PC/PT APPROVAL FROM THE CITY ENGINEER. ~'�• 2" TYPE "K" W _ , l V J / COPPER PIPE / u. AI' 2 CONCRETE TO HAVE A BREAKING STRENGTH OF 3000 PSI. AFTER 28 DAYS / Z - j / \ \ 660 _( J EXPANSION JOINTS: / -r- 4 = to VO ttil 2` Of J/4' 0" BASEROCK +� PLAN VIEW A. TO BE PROVIDED: Q ® ; COMPACTED SUEICRAOE --� L v 1) AT EACH POINT OF TANGENCY OF THE CURB. COPPER BENDS MAIN LINE Z yj T F. X TU . L L E T A I L_ 2) AT EACH COLD JOINT. AS NEEDED = V < ta---- 4' -- 4 6» 3) AT EACH SIDE OF INLET STRUCTURES 0 e� SIDEWALK AWAY FROM CURB 1 4) AT EACH END OF DRIVEWAYS. ?" MPT X COMPRESSION CORP �OTt2%- - - - -T- FLUSH 5) AT LOCATIONS NECESSARY TO LIMIT SPACING TO 45 FEET. (SUPPLIED pr THE CITY) :1__F_ '---.7.7.7 ' I • 1-,.,. ‘ B MATERIAL TO BE PRE-MOLDED, ASPHALT IMPREGNATED, NON EXTRUDING, CONCRETE SHALL BE 3000 P5I AFTER 28 DAYS, 6 SACK MIx, SLUMP RANGE - - =1WITH A THICKNESS OF 1/2 INCH. or 1-1/?" TO 3" - - 'i= II_ I -- i,= - I y' •.�'ANEIS r0 BE S FEE ► LUNG - -r T-1 =11� 1.--.18 I`�T;`p;u,1 0'`0 lit. 4 CONTRACTION JOINTS: 4" P C. CONCRETE 1 0 0 c,0 0 !x_1 ;'h- apo oc• 004,,°?-000 0°q°� A. SPACING TO BE NOT MORE THAN 15 FEET r T 3 EXPANSION JOINT, TO BE PLACED AT SIDES OF DRIVEWAY APPROACHES, �= I-II . o c§' .000cc�o`E d. THE DEPTH OF THE JOINT SHALL BE AT LEAST 1 1 2 INCHES NOTE •� UTILITY VAULTS, WHEELCHAIR RAMPS, & AT SPACING NOT TO EXCEED 45 FEET 2" 3/4"-0" AGG BASEROCK / �`� S. BASE ROCK 2"-0 OR 3/4"-0. 95% COMPACTION. BASE ROCK SHALL BE TO 1 CONTRAC'f61R TQ INSTALL NJ X TAPPED 2" TEES AT 90' ANGLES TO METER . ..• 1•••• 4 FOR SIDEWALK ADJACENT TO THE CURB AND POURED AT THE SAME TIME AS THE SECTION A—A SU8GRADE OF STREET STRUCTURE OR 4" IN DEPTH, WHICHEVER IS GREATER LOCATIONS HORIZONThL & LEVEL. , CuTt8. THF JOINT BETWEEN THEM SHALL BE A TROWELED JOINT WITH A MIN 1/2" RADIUS !y •.: 6. DRAINAGE BLOCKOUT - 3" DIAMETER PLASTIC PIPE 2. CITY TO PROVIDE 2" THREAD BY COMPRESSION CORPERATION STOP TO BE i - ') SIDEWALK SNAIL HAVE. A MINIMUM THICKNESS U► 6 ,NC"Ec IF MOUNTABL► NOTES: A. 3" IO PLASTIC PIPE WITH COUPLING INSTALLED BY CONTRACTOR (CONTRACTOR TO TEST MAIN W/CORPS II-STALLED) a CURB IS USED OR IF SIDEWALK IS INTENDED AS PORTION Or DRIVEWAYr OTHERWISE SIDEWALK SHALL HAVE A MINIMUM THICKNESS OF 4 INCHES 1 CONCRETE SHALL ATTAIN A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI IN 28 DAYS B DRAINAGE ACCESS THROUGH EXISTING CURBS SHALL DE CORE DRILLED OR CURB 3 CONTRACTOR TO MARK LOCATION OF CORPS 1MTH A 4X4 PAINTED SLUE s`�1-� `�• 2 CONTRACTION JOINTS SHALL BE SCRIBED 3/4" DEEP AND RAMP PANELS SHALL BE SAW CUT VERTICALLY 18" EACH SIDE OF DRAIN AND REPOURED TO FULL DEPTH OF CURB }+f 6 DRAIN dlOCK0uT5 IN CURBS SHALL BE EXTENDED 10 BACK OF SIDEWALK WITH 3" DIAMETER BE EDGED ON 4 SIDES C. DRAINAGE ACCESS THROUGH NEw CURBS SHALL BE PLACED A MINIMUM OF 2.0' 4 CITY WILL INSTALL ALL COPPER PIPE & FITTINGS FROM MAIN TO METER !OCA TION PLASTIC PIPI AT 2% SLOPE CONTRACTION JOINT TO BE PLACED OVER PIPE AND A MAXIMUM OF 3.0' FROM PROPERTY LINES. 3. EXPANSION JOINTS SHALL BE 1/2" ASPHALT IMPREGNATED MATERIAL OR EQUAL. 4. SURFACE SHALL HAVE A MEDIUM BROOM FINISH. ,N•NOtRO h NO SCALE NO A. NO SCALE N'sMhRO h• '�� 0 AGUSTtN P. MANIAS VT ACuST1k P. ou[NAS NO SCALE `— •vMNONo h I Nt�I•f f N�Nc a•AA rrr. .- , Or. -- CONCRETE OWC NO ctl,oN•[ceNtc aP"""KN. STANDARD CORNER owc NO - 1/2- LL- ,+ +. ,w. w•o , on oyr[[. tN01N[[1,tNC OQrMTINtNT ACUSTtN P. IX/[tW►! Nom • .O• •nit ANC � � „I»t►• ,•Ka fAtA o^omen OtIYC NO [MON[[RN•G 0['AA1yrNr w • w w0 SCALE ,t„t o ,wa wNAGUSTIN P OuENA5 .«....„„ CURB GUTTER ,,„.. .,,. OK «0 ”" �M;�w „'. Ar.RcN t••• SIDEWALK ,y AtARcN :••• WHEELCHAIR RAMP 2 1 1 2 li tlwa. 11 Ap Mw.-ilii at •�r;� on cra.n. 0► 1NMp (W) -- ,. r..►„, wARCN I�•• 2 6 .0 �a,�w-na t+ARCH ,Ytfe WATER SERV CM OF WIMP>,°M° 'Y .:�.� -- 120 �► 128 3 t . «.� p�„ ttil�, AMNnou aR 41T!�� N•rN04Y as +Iaot. ,•, r„-.rn �„ 521 ••INip"Y Daft 0 /1 CE) (-1) 4 Q 0 - N \\ STANDARD CAST IRON YON-SHRINK GROUT '- -'-� y FRAAE AND COVER / II , I SAI :UT \ STANDARD MANHOLE W /-- t N SOF ACING --iGRADE RING z TOP,J11 -_-- 4ATC►t ()WING MATERIAL r / �I DIG OUT REPAIR 1 U� Yu it.,-)• oR As - EXISTING PAVEMENT- 'I , aR[cT[o + :' , �`': SAW CUT OR GRINDING -. SASE AIATERIAI I �'•• �_ .• .'in 4" MIN. cr I FINISH I �ti>>' ��':,• v `` ```� s GRADE • • • r• de i 17 ' < [I_ f 4 ; %.' •. �-M TE1tlT PRE PLUG F4IF1iI cr ___u� Q ARE L1AA1T1EDATOOEASEAtENTL��ONS ' ' /NOTE �• JAREAS. OR AAAI' SE ALOWS ' •' ,• •� , � \ /// N G N \ J is < < ON A TEMPORARY OASIS `. . . •.,t'_••p _PROVO 3/4•-0f0R A o00•p 0 •�Oo /0.•o a •000 / I `� `�• dg; IN RIGHT ,NN�AAt a e' AfTGUNO ° AGGREGATE BASEROCK �/ �- - � < o ► ` , I. •!' t: QFM,OU1 O o p o o�OQ Ooo AO p o 00 O e Oo W .�o o 0 0 - . i 1 2 W I — —1 Ili �.itM. .or • . .• . i • -GI/01W" •IIS • - -• --- — , �� I I—II .--I II—'- - - COMPACTED SUBGRADE - '1•"[� +,Lap �! +:. TO IRRIGATION .1. ti.' 10. : '�► '� — - ,,_ f k71.--, Pi p , �: •� LOCAL STREETS: -- —111 �,, t� i8 �; .• , ` TO RESIDENCE Ingt AC — 6" CLASS "C" ASPHALTIC CONCRETE I fflLd $ I.. / /;; •` AB - 4" (1-1/2" - 0") AGGREGATE BASEROCK PLAN -t>� hi A-.,� ,,``�••.`.:' > , • fI - OR"C" E SOX Uhi •,• �; ' 3, . ,•, DOUBLE CHECKtit , ,••••:•—c.•••,. �•�.••.•• . . - MET R •• AC 8" CLASS ASPHALTIC CONCRETE I VALVE ASSEMBLY 6' VIN g• Who •�'• ''�) `' 6• 1PN REDOING •EIOw — — • • • • MINOR STREETS: lull -_ 1'� ,ti - COLLECTOR `� ,I4 illOU TSD[ or PIPE •[II ��j�� ' - �.�._ ��/��V�,•, Ti icil--�� --ji a.a3 i • `� AC - 7" ASPHALTIC CONCRETE /�`/�\�� 12 - 18"' • - » _i_ I.� ~� >dcf. •s•'.:t K' 't� • a • p• • . [> ,.'Mr;i;; `+-•,;•rt • AB 4" (1-i/2" 0") AGGREGATE BASEROCK 2 �i�/�% �i LI, I OR all:iiiglu:rZellt..: 1 nor . 1.... • • • . . 4 ^ 4,1111111.0.111.1111111111116 6" • :"4-\-1-; AC - 9" CLASS "C" /SPHALTIC CONCRETE ,. 1 -• CONCRETE ENCASED • vii,c re..16-elArcaveriirreno -74. 2.. 1 sortow '/'* FOR PLASTIC WYE of -3/4" c MAJOR COLLECTOR STREET'S: < I 4 1 UNION EACH SIDE • /rte• •�ti.'�.��/t drel TRENCH r0uN0A . . STA•4 IAnON, ASs R cOuIREC //ro1E CONCRETE ENCASE ENTIRE WYE SECTION AND 45 SEND IF CONCRETE PIPE AC - 9" CLASS "C" ASPHALTIC CONCRETE, CRUSHED ROCK BASE ELEVATION AB - 4" (1-1/2" - 0") AGGREGATE BASEROCK CTAIIIf1ADl1 PI CA141 NITINSTALLATION SHOWN IS ONLY A SUGGESTION \I- , NOTES: O NOTE 1 DOUBLE CHECK TO BE LOCATED DIRECTLY BEHIND wATER METER 3 )-. lii 1 SURF ACING OF PAVED AREAS SHALL COMPLY WITH STREET CUT STANDARD DRAWING 1. JOINTS TO OE TACK AND SANDED. l JOINTS '0 BE TACK AND SANDED 2 BRASS, STAINLESS, OR PLASTIC PLUGS TO BE INSTALLED IN TEST V 2. ASPHALT PLAC.5O IN MAX. 3' LIFTS EACH COMPACTED TO 92% MIN. COCKS IF BELOW GROUND INSTALLATION. 1 SAWCUT SHALL BE TACK COA EO *7,4 BITUMINUS ASPHALT EMULSION 3. SAWCUT SHALL BE TAI. COATED WITH BITUMINUS ASPHALT EMULSION. r---- 3 DISTANCE FROM BOTTOM OF DEVICE TO FINISH GRADE, FREEZE PROTECTION, Date I2./lyg6 ' AND CLEARENCE FOR TESTING AND REPAIR ARE THE MAJOR CONSIDERATIONS g. FOR INSTALLATION �Q r Lf7► 'M'�R• NO SC AIC ...m..... Sc11• APRIO[D h I 1 NO SCALE "�01t0 h NO SCALE ACI! IN r OU[NAS AC1l1I1N P. MN" _ Drawn •� 1� ii. NAS frOwrfNt•N: a•Mty(Nt Area 'DM •• ».. fZ - : - NCH 0910 NO [NVt(M1G 0[rMTwmlT _ - - - -- PAVEMENT DIG-OUT A�usor ;`-• IRRIGATION DOUBLE OWC NO ««.�.. OACKFILL .,r, t''N 1t 1tlt1a RVO On 04A OK. 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LO �..4T, �'�2) 5 S -D 3 ) 165'L scw ►.a�TtPIi I r,• L W/ Ic 1 1-T C nt_ G f.02- D►.�T. !`�-bML1 L. w 1'�-� r 1 1A1 4 1•�. 1� Drawn..1 AAS. 3 G U. it T t ft- Fc T. G /1 „ IM E� OP rt/� � R. /�►vtl.. SOOT I IJ l� P O U kl Dom.-"- L J0)11 et I I� T I ..J •M.I4 1.i , 1234$!W Main St WPM OM3 1101 .11 01 ash I»NI M MOMS M W .•..,paYMVIllq li F GI u d T 1 0 ►.1 111' 1_ ..,r J A d•m.T-.... 1 1 c. 4 LEGIBILITY STRIP0A 7 �! 9 1 3 a ., io , i '2 �3 is ' '7 2 5 X - 4CD . .. eaP ,0 2G 21 22 23 24 25 26 2 7 NO 29 acs • . . •I . , 01 , , , 0. I� . , , , . . . . „ ................,,,,,,....._........,.................... • , .. ` -- -- -- -- - - - - - • rr'--'' • III '( . , r 3, . , <1,0 4. / 0 • • / 1 1 b REVISIONS �r + r ■ V IIIII c4-44 0 I � <DP CD _ 4 K 1 t• r'.. Y. L C v-G1 ILK-.ILK-. w/ 514," x 1 Z" A. . b' I a' • . . -r___2 _ ----r—L---t— 7-1---- , , - - _-_---a--- —4---1- - 41-- 1- 411 1._ ili . 77. ) essisio' tb ..7 _ _ . 0 1 e, --_-----r---y-. rIMIS � N Tt-M � � � � ililL/I' 1'T�a < � 6 a ZJA § I < 5 it . a CO ; kj. Ih a P..& N i II ( L C:.�• I Q P4418 9 21& 11 14,E cb.c... 1 _ C.IL I O r1 �. w •%...14a Nel 1 I 1 1 A4 o ►!� y. 404t— - - _ ._ �_ _ . t 1 20 --- f Z - Q4.`-s. I 0 1 I . H 1 0 » 1 ,54 W ti 0 0 1 OM • 1 1- -,-- -f-- ' " ----- --j -,..0e..4111 --,,. ---. oht �J f1 �--� _ (a) vi< v` 5• 1p l 4 , P ��4� 2�... J ibk: NIT' I d u..I , , i , - ...-- 0-- . • 4. / 0 tfi . -- ___ _- - ___ • - - -_ -� ii-� - _ _ _ - - I ± --- - - 4- t2.se 10'. "1-. L lLsetItr`. w/ �t+I¢ x IL�� Ak . S.' S a Its"O.e -- 4 IL.. UNE.$ UL, f . P.4T CI 4 C .�N .A. O�J 1"O Pub O R 4 P L f w c.> 1D L C. le.... I �„ ao ao U Q I I 1 F I Com... E Y L FC4 O Ic-__ F otab. t'/1 I N el P L . .. kJ4 0 . II_ C)" id Eli • el !-- 1 LI OTC • V W i WO C>l.)GT W p !l••.,K. T O r Ak. S 5 T b-1 R.© U 4 1-1 AN C C. IL b I. p P" IA,1►-.,► 1 Cat %B. 4 d W 1I W F,-)NI y 7 4 y 41 V _ d Fu . f , 0 1 1 2/11/416 $c.1.I4OT E DO 1 Drawn J C,08114.3X Job 9x00 1 Shot r i • l 1 1 t73ist.M1 Mtn 9t II •UPM-0N) tt of 02'1 of Z 8 shim. • ..J N■ N MONO NI fIll ICON CVM.IMN. r 1 tib' W I PyCa vie R I\1✓) 1 4,. t/_ 111.11 A*. 11. 14 C m ..A LEGIBILITY STRIP .o 1 2 :- 4 e e > s b 10 1 I ,2 1'3 , 4 ,'e . , 1'a ,0 20 2, 22 23 24 26 2Q 27 2f! 20 30 I �: CD s� 11 . I ;` tt tt ff I..NI .. a, w,,,„/„,,,,,,,,,,,,,,„„ 11111LIl „,,„1,11,,1i,f„A,„lliltl�Wi,ilil,lil,,itiI lllil� thli,,J,�I,I►l�,ll>Iltiil Iv !• rr 1 • 0 i r � - 0 , 0 REVISIONS rr <2.D7 ‹e.C1) 21 /2a/99 JA . I I -'--F-_r-.---. .. . . . _ _ _ - / , Pi I I I . . _ ( I 11 I ------<#.":.) ( CI fri FA J -� . I I I Z � aca Q, 1 � I I II I I ZY Zga !1 t I = o I I I is I I j 41 _____._ I ' Z u h < - I 3 : =� : 1 I .._ .._ . I I II 1 , o �„ P. I ,) , i Ir . J I it . i ��i I F , .9 -.. __.. _. - NSI I 'r-2. Q1 �" o. 0 . 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