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12345 SW MAIN STREET-2 t 1 700 REVISIONS BY WG. ' pM .*% ► ►%44� -r� 1T1.. E I . G 4.1 T 1Z a.G'r 0 Z S H a. L L v ra. IL t f=Y A N I> G O►•.) r- 1 M ALL P� ►M (_eJ : 1 O ►J b A W 1} C eo 1.1 e-1 T►e:�N 5 S H O w N O IZ. ► t-�t �L.1 m.�► p 1.1 -r N�, t'>�A�•.i 1 tj%f ( 1 G>��.�IE K-A I_ ►J OT V_tm. I,,. P iL 06111.4 !al 1..1 ' . � A► L> S t' E t 1 Im 1 c-�.'� 1 b t�.J 5 AS �N t` AS r i-+`�51 G �+.�. G�N 1•Y"1 N 5 !� T H �. S 1T fl<., ►J D T 1 Y f�.L H 1 T 1 C."T" F D► 1 !G it.,1�.1�Y! T'R.1d� -rO 111^1fCT C, PW wo1`1'.. . --= 1Tr.. PLAL.l D b E STA a�IG p 5: A,t_lr W©IC. IL S N�•t..�.. >� I►.3 G J N P� O IL M�.N G E W 1 T h1 1..dG.A+L. STAT F W.� W.rt.. 0I Le y -- li►ft,C.a�►�.?� G 0 ��T rL,r�L - �1 T �. r'L^N JL K Ct L� l.. Y ► c�►.��. .�t�a► U b C. 1 1-�.T E�T lr� 1'T 1 �] trI . P`U rL.• I tt..1(� C C3 ►,J'Wr 1%-U C._r! O 0.4 �•Ga wt.► L.1.... d S H Aa. j -_� --- __ �__ _. ____ _� ._ _ __ �►.~t- a N�. �., R.U L..W. � /�R..Rr "r`o t .. 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Date 1�17�q Z3 S Cale P„1 tC�T t.0• I C I 1 � I 1 12- 3115-- �� s I,C) ��(� r Drawn Job 9E�o01 Sheet 12345 SW Main St, BUP98-0583 1 of tea 21 Of 2 8 Sheets �MR�O�M NO ,0041 MAX~" �a N i�Ia• 1... N O T 1�� LPI..I►.w 1 �e. L.1 r -...�...r.......,.:..,,...: ..._..nra...u.hu:�IW�.... r.��...wl.•�fiP:�P.w...�l1a4R!.. J_ .. •:.:,... ... _.. - ...„.. -..,ta«u., .-^rw�gi4...W�: - _ .wu.. '� 1 I I I I I I 'x •Pe I �' flw Cm ilillluniulInl�iunlllull�niilluun�niinllnillilu�uiAIluIIn1lnullnilululfl'ullrt111211�ni1�Iu1�i1 I�4 1; I I► unlun nnlnn nll ul IIII nine a uil IIi Ini°' " I1111IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIjIIIIIIIIIIIiIIiII Illlil llll llillllll lll� LEGIBILITY STRIP lomo.1Cm tf3 i� la ig 20 2i 22 a3 24 2a 28 27 2e 29 a'o Y- 01 MON 10 tot I I 1 �, i oe .. fes . ;1., _ .. • - �KkWMMM nq.w� ewM-lYIM•� .. - .. r. y a REV1810M3 BY G r1L_ S I.-Ah..T W O K•.T M IC IL tV IZ � 1 U fZ c7 �O• sbG Cl..IE IL Ili 3 Lan'' 1•4 I bl N z.8 q_9 _ C. ,) v u N o,J I-1 •i�c Lr E •� l.._ _D E• S C tz- I P 7 ( J Ill . MAP Z � I � A� w awl-►i N To 1•� G ou�,, �/12/q 9 � c, ��rs � N1� IN � tea' 0 yr 4' CD' L) P j 1 r f= . la" 5 PL I T Ic/0,s,C.IG C O hJ C, .O rQ d 111111691111111 of lAr.d is SWUM 2. Tata�risRip 3 Soren, ttange 1 M•rt o= the Millae*ect. lb L EASEM)r`N"I' O G 1. -r" R. ^.i.WI � 110Vstdia0, in the Cit of Ts "-d, County of Tashi ,, 1 I 7 9 ogton arnd stat• o! u7sayaa, aserribed /I es./al N G L o S>J R. 5 (0 !.1 re rollout:H �1t1 r `9i `�,.L-10 5 ? rG �~R~ /�/A� N N 11.gitaiUg at the intersaetion of clic Westerly linr of trots Oetorgo Richard on portion The City of'Iigard('Grantor )is the owner of the following described real property; [p Z4 9 9 Lmd Claiw No. sal and the Southerly line of the Ortigna dlactric lrailway Cospany•s ;14IIt-•O!-way, which Southerly line is 25 lost southerly of ant parallel to the a tract of land situatrd in the North--est 1/4 of S=tfon 2, Township 2 South, Range I awtttpofs IleCtric Railwy Conpiuy'a canter list•, as now located W. sc2khed out: thane■ West Willamette Meridian. Washington County, City of Tigard, Oregon described as SoUth 44• 42' West along said Meatesly 11" el George rriehatdreia Doaation Land follows: Parcel 2 of Partition Plat No 1996-026 as recorded in Washington County 914, 3&> Clain, to the Northerly lint of Lot 14, > OMM TIQAAMLLS ADb1TItJMr chance South 440 Partition Plat Records. -+t -- --- - _�-- - - si• ts"t along said itortliarly lire of ..arc lis. MOM TIGASOVUTA AWITICNi. to an iron Ij pipe in the center of Taylors Parry Road, which. point also dirks the cwt 1lorcharly r ' aoetaet of the buau"s Treat in S•etiern P. Vowiltel.ip 2 south. Paras 1 111"t. Millam•tco The Tigard Area Chamber of Commerce('Grantee") is the owner of the fallowing described real 4,Tit.Qt' Igsldlaht t-hence laotrtAstelr alae? the e:eatcx liar of said Tir(LOC's Pastry Road. to a property: ��� poLat on the Satitherly lira of the said Oregon itlecuir: 11411w4y Cospatsy's _ - - - L At+./t>S GA-, E r1 -os-way; ebepca •estsrly, alerq the said Southerly Use of the Cr•gen aleetric a tract of land situated in the Northeast 1/4 of Section 2, Township 2 South, Range 1 Nai1'@V CoMan4y'• sight-ol-way, as last t4as td parallel to tbs said Railway West Willamette Meridian, Washington County, City of Tigard, Oregon dc3cribal as Q N S R..��a8 Ceapasgr's eent•ie 1lser, a stove located and staked out. to the pint. of beginning. follows: Parcel 1 of Partition Plat No. 1996-026 as recorded in Washington County Z V ti 6 I K lllL Partition Plat Re_or4s. W l�^•G.1c to C W tX-A-.14-- ib 1./� T' art s� V W- �.,_. s i ; r4�'t`'_ •6 Z = Y O W SiiG I -ML L 1.1 26 d" 14 I Cal N s i��0 ?N W o= ° The above properties air adjacent to each other. The Grantor wishes to grant b the Grantee, its G-)^ M ICT lE,�., ? _��� °. s s u o Z. suacceowon and assigns,a perpetual nonexclusive easement under,over,and across particular strips of land Q Z W N ` L I• 4 t C► "'q 6�e. five(5)feet in width and more particularly described as follows: = a fa I r -1 Y! t ro " h -41 �,•► I,+j too c M .� _ �-rL a P c:),"ED t;.,e� o r r- I �. P'at� . QT -Y , f ` begtmung at the Northeast corner of Parcel 2 also being the Northwest comer of Parcel t of d S N �''J said partition plat 1996-026;thrnce along the North line of said paw=l 2 being a curve to Z a N Ce ib' 'O 1 t� la3 i the left with a radius of 2840.00 feet a delta of 10 47'03"(a chord which bears N 550 10' = Z Q / 22"W,88.46 feet),and a length of 88.47 foet;thence S 340 02' 10" W, distance of 5.00 O C4 / J � � (y fat to anon-tangent ctwe t,u the right;thence along said curve to the rig;..with a radius of -' 0 • + J{,( 28.35 fat a dela of 10 47 14 (a chord which bears S 550 10' 17"E, 88.43 feet)and a G'_ _ 13 length of 88.43 feet; thence N 341, 26' 26" E, a distance of 5.00 feet to the point of - 21_�I& o.0•. 1-+.fa.e.l IL/t►.11.x►r.,y ` 'o , STR E E.T � beginning. � \� r � "7"�"`""' •-r..�. The terms of this Easement m as follows: h►C' LI +� . _ C I F I C a„ / r anws s / AIL 1. The(suttee,its agents,independent contractors and uivit • \\� S for Grantee's utility access purposes. Shall use the easement strip only 1 . . TRIG / ,` / 2. The Graritoe shall provide the Crrmtor with twenty-four(24)hours of notice beforr,commencing y, LEC any work within the easement and shall make curry effort to avoid disruption of the Grantor's use of the r ..,.r _, �.._ ,.,•/ 's easement. Repairs due to the work shall be in accordance with the original work prrformai and shall restom the repaired location to existing or better condition. The Grantor shall be entitled to an inspection of o T >: � � ► ` r = I T E - I �' the repair before final payment of Grantee's connector. _ - at 1 S'T Ft E ►- • - � �. •• � r �'`��- +'.. ... G tto e;t+tirr. ins a -':. � '^ r,.��'� ,a® • 3. The Grantee and Grantor shall cooperate during periods of joint use so that each party's use shall --- - _ a►a ��•"""""' ` 'OPP cause a minimums of interference to the other, however, in the case of conflict, the Grantor's right of use ' n 00� ° r ! shall be dominant. t •_I I n' ' i i 3q �� ►� t 4. The Grantor shall remain the owner ofthe easement strip. The Grantee agrees to indemr.;,and• } r \� O ( 1 I , tJ -+a ® s "° i �► defend Grantor from a-y loss,claim or liability to the Grantor arising in cloy manner out of Grantee's r grits under this easement or use of the easement Grantee 2ssuunes all risk arising out of its use of the easement J and Grantor shall have no liability to Grantees or r:hcrs for any condition existing thereon. `Q .O G� 5. This easement is subject to nil prior easements and rights of parties of record. '`Je • b� 4 LL r 1 r If �� IS •a�`!! �i.. a. ."•'46 6 This easement shall be perpetual;however,hi the event it is not used by Grantees for a period of Q �. � three(3)♦ A Grantees shallll,or if otherwise abandoned by upon request execute a recordable Grantees, ocumen evidencing such expiration expire,whereupon /� Q 7- 1 �'I A 12_p- !Z->7- R-- E �T' S I T C � L �• �1 d 11 1 . C9 1l! ITC � IZ �.. 4zo � � - - '�' L. OT ea 5 C ©�/ �� /� 1E -1 q �- ------ - - f f Q 6�.. V-r1. 2 , 5 1 1 •� Ism.v' 1 tv � -- '151 -�- 3 1 LL W \T l..�►•►J Ca►+� c.i+. Ir E : 19 "7s. 1 5 'a7. �- \ .Q P'R..C�P� 'S 1r ICs• 00 11 /SB o W F f •'_ lt:,Lt Gq. IL. W.. 1 IN � L.4-r �. � UI ------------ __- - - - Ld � I b t- "INN 40 110 -- O _Z1 1 � '� --�,�,►1_ �. row /►d'a'0i` I Date I Z�1�/9c� .,1... 14,^irk.. p► III r I Scala W OT ctzw ; Drawn J d A.Z Job f • - _ _._._...__..._...___.. __...___-- ._ . .-_ Sheat 12345 SW Maln St. �r % _ BUP9eA581 _... -_ 2 of •27 Of Z 8 Shoats 1 ,.,>o iaiwreo on"a iaww ewinrwnnITL .. ..,,-.,,,.,,.,.....,•...: ..,.....two...YMrat'Y1ir .«,.+.NL.1!••,-. ...,aw,•F'f' F!"'::I !'!''"""' '.:..+fRhS+S.:uex,.�l..:...i.:w ,, e., ....:,,_::... Cfl1 ; 'i"I�Ilii�lulnu��uiul�ull�un�ulnuluilnu�nii�nu�nil�nn�uil�iul�uu nn�uii un�uu ull�nn uii�nn II inn Il�nu nn�uu nn�uii u�i�nii iiii�iiii ii!�nii ui�uu uu��ii� iui�iui uii�nll nn�nn un�l1u ull�un un�uu nn�un - LEGIBILITY STRIP o 1� �b �� - omm■t cm IICf 111 II2 II3 II4 ! I18 IT IA I9 20 21 22 23 24 25 2t3 27 28 2r', 30 " 41 t l 1 I 01 How • t of 11141111111 LU11111"bill, I,I,I +td 08 w,ww„r.,r-n,•.. •Y .-,.. .,.,..^�.M,,.rv..wiF.,w.•.vw..- -----...-•M!T..:'b•M. � 5,,1.4' A ` .. .. -. v: - - .. ... .- _.. ... M#MT1sAM,4.N.MR/�NIiMW.'N'IAMNYmM.s4 A:SAW:,.wk4.M9Vh.+.+1•.•.-.1'x, .. .. .. .. r t •y - _ y REVISIONS 8V EROS/ON CONTROL NOTES: 1. APPROVAL Of THIS &OSION/SEDMIENTATION CONTROL (ESC) PIAN DOES NOT CONSMIT£APPROVAL OF PERMANENT AW OR DRJMGE DIES4 N (E.G. SIZE AND LOCATION OF RAIDS, P1PE5, RESTRICTORS, CHANNELS RMNTIOY fACIU7IES, l/TILl1]ES, ETC.). 1. INE IMPLEIIENTATX,W Of THESE E3C PLANS AND THE COVSMIC71ON, AWN76kANC£, RER ACE10ENT AND UPGRIOING OF (NESE ESC FACYU71ES IS THE RESPONS&/TY OF THE APPUC0T/CONTRACTOR UN11L ALL CONSTRUCTION IS COMIPLM AND APPRMV AND VEGETATION/LANDSCAPING IS ESTABLISHED. 3. THE SOUNLNRMES OF THE CLEARING LIMRS SHOWY ON THIS PLAN -9ikL BE CLEAR Y RAGGED IN INE RED PRIOR TO CONSTRUCTUN. MW THE CON57RUCMV PER100 NO DISTURSWE BEYOND THE RAGGED CLEARING LIMITS SHALL BE PEXMITTED. THE RAGGING Shki BE AWMAINED BY THE APPUCANT/CONnWTOR f OR THE DURATION OF CONSWTTON. 4. THE ESC FACIUTIES SHOWN ON THIS' PLAN MUST BE CONSTRUCTED IN SUCH A MANNER AS TO INSURE THAT SEDIMENT AND SEDIMENT LADEN WATER 90 NOT ENTER THE ORAINME SYSTEM OR MATE APPLICMLE WATER STANLSIRO5. 5. THE ESC FlUfl1E5 SMON'lV ON TNYS PLAN ARE THE MMMNIMUM REWI &&n FOR ANTICIPATED SITE CONLITXJWS: DURING THE COA6MXWN A011M. INM ESC F.1XTEES SHALL K (AgpRW AS hEEW fOR GWE00ED STORM EKN5 AW TO 84W TEAT M 3 y% siva VT AND S miar LFII ma Lao AOT LEAW THE sm f, 3 / 6. AMIE 5C FAU MES & LL BE(ASPECTED LNILY BY AME APPLIC"/XNWTO4 AND MHIyAWD A WOUM Of aVa PER WNTH OR a IZ W 00 M/TMIV THE 48 H MOM SMEWZ X X O � X I ZljN0 A!/ A ANY AREA AEW EX MfAMSr MJT REWi1PIN6 IMMENIE AnbVl10 ,, SPALL BE AAi i351�D WM f nMV (I5) OIYS. Q < i � C4 1 9. STABIWO CONSTRUCIIOH BURINCES SHALL BE INSTALLED AT THE BEGINNING Or CGWSTRUCTXJW AND AWNTiUNED FOR THE DURATION OF In - - - — THE PROJECT. ADDITIONAL MXURES AMY BE REQUIRED IO INSURE INAT ALL PAVED AREAS ARE KEPT CLEAN FOR THE DURATION OF THE Z ;a y F-ILC r 4',5IC bp- d F F9 I G�. d L Do- 4�. / PROJECT !0 f &E' SEEDING FOR T WORARY CROWN CONTROL IS R£OUIRED, FAST GERMIMANG GRASSES SWLl BE APPLIED AT AN APPROPRIATE � 001- RATE 1-RATE (E.G., ANNUAL RYE APPLIED AT 801 LBS PER ACRE). 7 SE"I •NST FENCE NOTES- 1. OTES• / 1. THE R7LTER FABRIC SHALL B£ PURCIMSEO /N A CGW1lNU0U5 ROLL CUT TO THE LENGTH OF TNf BARRIER TO AVt7l0 USE OF JOINTS !.z• t WHEN JOINTS ARE NECESSARY, fTLTER CLOTH SHALL El£ SPLICEDTOWTH£R ONLY AT A SUPPORT POST, WITH A MINIMUM 6-INCH OVERLAP, �` tv ' t I AND BOTH ENDS SECUREZY FASTENED TO THE POST, OVERLAP 1'X ? P0575 AND ATTACH AS SHOWN IN Thf DETAIL " Z THE FILTER FABRIC WE SPALL BE INSTALLED TO FOLLOW THE CONTOURS WHERE FFii AE THE FENCE POSTS SHALL BE SPACED A .A AMXIMUM Of 1.8 M APART MID ORNEN S£CUREYY IMO THE GROUND A MINIMUM OF 610 mm. a Rv lr•; ' 3. THE f1LTFR FABRIC SHALL 84 VE A MINIMUM VERTICAL BURIAL OF 6 INCHES ALL EXCAVATED AMTEROJ cRVM FILTER FABRIC F:-NCE R � H . ` INSTALLATION SMiL BE BACKRUR AND COMPACRFD, ALONG THE ENTIRE RSTRIBUTED ARE;( 4. STAR3ARD OR HEAVY DUTY FUER FEND SPALL RAVE AMNUFACTUREO STITCHED LOOPS FOR 2X2 INSTALLATION. 5777CHED LOOPS ShAL - - __.---_-•— --------- BE INSTALLED ON THE UPH14L WE OF THE SLOPED AREA --11 5. fx7v FAm FE/YCES S'WL LME awe meTIAY HAVE SEl4VE0 THEIR USEFUL PURpose BUT ,NOT BEfOPE TH£ uPSLOPE AREA HAS .,d:. _ - AR MUMMY PROILMED MIO STA61►LM. 0 6. RLTFR FAWC nVES SPALL B£ INSPECTED BY APPLICANT/CONTRACTOR IMMED147EY AFTER EACH RAINFALL ANY REOUIR£D REPAIRS SHALL BE Ma' IMMED1TFLY. LL 0 2 W Q d do � I C) Irl C.C) Q `r M...0 L E. P 1.... k4 ul \T pQ 4� MAY BE USED SHORT TERM W/ UTILITY WORK AND V/ IL PHASING OF DEVELOPMENT r 3 , CATCH BASIN AREA DRAIN _ W ti Q"Io�`� yjk+ NTS NTS n FILTER USE STITCHED LT10PS FILTER FABRIC MATERIAL. Z 36' WIDE ROLLS FABRIC OVER 2'x 2' POSTS �✓ �o� • •;.i :a. MATERIAL i RADIUS w 23' MIN r .: t ,. FLOW t7 ' .A'. 4�. SS D o 'u 'v � 1 CLEAN PIT RUN OR 2'-MINUS GRAYED sc10 �y, � (n ~ SUBGRADE REINFORCEMENT 'D GEOTEXTILE, AS REQUIREDSO MtK D DE TH PLAN d 6'MAXIMUM SPACING t�f O ■20' MIN. FOR SINGLE FAMILY AND DUPLEX RESIDENTIAL FRONT VIEW SIDE_VIEW Q NTS NTS — ', FLOW DITCH BOTTOM _ O 1 n ANGLE BOTH ENDS OF FILTER FABRIC NOTES: < FENCE TO ASSURE SOIL IS TRAPPED I 1. BURT BOTTOM OF FILTER FABRIC 6' SECTION A-A VERTICALLY BELOW FINISHED GRADE. VI � m•_ 2. 21x 2' Flit, PINE OR STEEL p FENCE POSTS. DITCH INLET3 INTERLOCKED Date A 3. STITCHED LOOPS TO BE INSTALLED NTS 2'x 2' POSTS DOWNHILL SIDE OF SLOPE. Gravel Construction Biofilter Bags TOP VIEW 4• COMPACT ALL AREAS OF FILTER FABRIC Scale N0T TECHNICAL GUIDANCE HANDBOOK AND ATTACH I-A� Entrance TECHNI.CA' GUIDANCE HANDBOOK Temporary NTTTRENCH. • __,__ . _ DetcN-Drnwlr� 3-IA Detoit Drawing Drawn %I >#4I�L - Drawing 3-7D ' Job 9 8Q0 Sheet 12345 SW Main St. BUP98.0563 3 o1 dba7 Of a& Sheets a■x n wwmo eM NO IMM euwi.w■.r. a L ILP�:� 1 I1 1`.1 G C7 f`1 T R d 1 - �,1"1"6• Ca'1 A.IV I '.III LEGIBILITY STRIP — o i 1 I lo III i .1�, 9nIi�9�i2nl0u21u2nl2�Omm.lcm 23uu�n24 iu25 �i2ii I8uu�n2n I7uu�n2il l8uu�u2n I9nu�u3ii Io ,•......,.r.._.,,."..-.,. L 81 I 1 OI MON( • 1dE t i I 1 oz 9 po�ill'il 0 10 IAN ' H i r, i �. •�, 1�, .1µ,,d L. �e) I y' Y7 c�. Y =i I C Q C. rL-.C'r W— tm- i%.%v 1 ►J ( f 1 c. 3 5 D O r-5 1 2 8 a �.y�. w� A 1 VL II I�1�.4Q t-� t REVISIONS BY E. T n..♦►►1 r. M IE•..lT w� � Q- �, 1 Z 0. c. . E W. L�K. 1a It. Cas ® Oma/ W_rL a r 1 fJ 151-1 ;7 f' c •�5 0 C P S I Ca Z$ - .4 GONG 1'1..�T tE.,. 5.1 P�v,!A.L.1�. s G O�� r L`r �.C� 6�5 i�.. Z"- 3�4' �••�1 I s.l US car t� 1�/ '' ►-�1 1 rJ tJ S . tt' _ .A 1 I14. Ss.•J T TZ.^I rJ 1�1 IE t.3-r G o M vp Ab .r R W► 2• _ 4•" ►,� 1��tj L 2/2 �/9 9 2 •, * •,• ,G K.V L N Rsr tt�..1�i•.K ,. a1 - -- - M 1111 (p/I 40/4q -I n:1u 16 P.W.^Aa it to Z 94 _ f�hTI � - _ C� I'-' LT w-c2, S U b ��✓i b�. 2 W C4 4 ��LL Imo W � � �� /►•TG H Z = Y Z W Z V z ( �Q _� 15 C, --� _tL►��1w IL Q a = uj C N I5q. O --- - - r 159.00 blc•Itw^�.K� O m7 0. O � �. 5 '- _ 40 1 5 9 5!al _ t • G e3 K.r ri_cl ` 2 I .ICJ'1hJTj*e ripR-O1' Cl,SIL C-3- C)t ►5'T t4, \ C Or-r Fr 1 G W. b L P� 1 I I " I►�y - -- -- 17. , tto � ro v• • �' ► G L. �.. ea• G1 O ,N [. G . -Yq 1 3 I R i-M C v IL. Mx k tim,1GI. I C u rLts Z U K.. I �- •— I �9.oo C 58 .c�o I g• LL G ATG N b�.!.1 N U 1 �ILPa� K. Lo - M/�TC— H A�1... tj !aU T ltr`. gT IC.i�.11tT Gu rLi - - - .G•�u T T iL r�.. 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Vin:.., 1 .+..i::. .'; �..• _��:'... .r r.-.. .^ . r... 'r�. : .. .. .. .. ..... .. .. w _ _ a r 3t. r Y fl �E E `» { i REVISIONS BY GENERAL CONSTRUCTION NOTES• a s/cl01 I. IMES£ DIEWy DPAWNGS REPRESENT AHE CWL CT WIFS Of INLS PRWECT AND ARE M7T INIDIIAEO TO SEM AS CCWTRACTOR S SHOP OMW hM CD UAAN /IE WS ANY NOT BE CAFL TQ Y DETAILT CW THL3£ DIR4WNGS. SUCH DEWS 9MLL BE C&CNUC1£U TO IH£ !a/1 Ca Q APR ARf MS AND STAN iM 2 OV 7HE- EVENT OF C0I Xr BE7MYN THE PUNS; SPEC1f7CAnOi<, AND APPLICABLE r7a0Es AND STANLIIRDS, IH£ MORE STRAC£JVT REOJaPMNn SHILL APPLY W6.-"r14f 10b J LOGIrW OF PROPERTY UNES, IXIS7ZW STRGC7UR£.S, SITE fEATURES AND UNDERGROUND U77LMES AR£ OWN FROM ThE BEST AV"E AS-BUILT WA PC DOES NOT CUA%Wa LotATTOvS OR afVA77ONS ARE ACCUR47E OR COMPLETE ACNER THE OWNER M7R 1 torr <4 �/ t► �� THE A R G H,- NOR MCOUNTY SHALL ASSUME RESFONSISIU7Y NT THE CBSTRWTONS INOIC4TO MILL BE THE ONLY 0&TRUCT70WS D.S. D.S- W�T W.rt... �' OCC1011 rED. IL T 4. 1W CGW W70R SMALL. VEJP/fY THE LOGTXIN OF ALL EXISTING LIMES ANO FEATURES PRJOR TO COMMEAONG WITH CONSTRUCnON. 1HE CON7RAC7W SHALL NOW THE --,R c HIF I_ACAIIANS ARE OTHER NO AS IN0045D ON TH£ DRAWINGS SUFFICIEMLY AHEAD OF L1AWRLK'IXW TO ALLOW CHANGES TO 7HE DRAWINGS, JF NEU1WY v.I S. 1W CGW WTOR SKILL R%;ar R&D LOCA77ON O ALL U77LMES AT LEAST 72 HOURS PRO TO CO'AMENCJNG WITH CONSTRUCTION. I I Ti" fL.C'� G7 F - 1 C.. i 1 R G UIXJWS NOTVI T0V CDVIER (503) 246-6699 6 N _p► O 1r 1�Gs1, b 6 X CYaV/RAC70IP >s hESPq+ : fpR CCOKAMW HIS WaR/r r0 AMCONfUCTs 8E7WEEIV SIM UIERAL.S, STORM aW AND Z U W o Ia11ER Q w 00 YZ ( 1 9 7. SV CONS'TRL 707 PRACIrIS ,S44L BE'IN ACL'OIP04NCE WH OSM REGUiAnm TH£ CaVMCIOIR SKILL ANWTAW M-SRE LEGW .Z V Z 0 c x -r PC W 1 c), a- S U �+ r P,u�1 P'- 44(( 1f41!Mk SAFETY QAU SHEETS FOR ALL H4L�RLOUS' A0T£RNLS USED OR STORED OW-Sff � w Q a = � o per"I T 1=COIL. V- W►J S.P`,Cit 31045 I /I�1 6. 1H£ COMACTOVR 9WL Of RK APPhOPRNTE /NSPECnION AGENCY TOO (2) BUSINESS CHI'S ADVANCE NOnCE WHEW REOUES77NG pop 3 0 o I tr W—fl.. r--i r T r 4 - V' NNSPEC7kws 4,.C- rt-�,w P.a D Z a vS 9. ANY ft-WS" TO APPROVED PLINK REQUIRE SUBSEOUDVT APPROVAL BY THE APPROPRAJF ACENOES. Z Z P�f_ .rIE b M1•IA.rJ0 S ' ] O ►- I t 1D C 10. W EROS^ RAN TI,' W,WW00 AND CCWTROrS IN PLACE PRAOR rO CANSTRUCOON � 11. EIEY AVS ARE BASED ON L'SCJGS 04aW BENCH AWRY, WA-W. CTY __ d1:4.If �r lo , - 12. TWCQNIRACTOP 9WL r'RO ECT AND 1NIWUIN Cwl7PAIAON OF ALL DUSTING UTIURES WITHIN THE CON57PUCTAON AREA 7HROUGhOUT THE Q _. -- CaItS1)PUCIOV PP1'X,FS.i AND 9OLL BE 4VOMFa E FOR RD'UCM9 OF ALL 'CM UTUIIES WHICH ARE LYS7URf1kD. THE ►� CLWIRACIOR SHALL CYW.MPCVNNTE ALL 90RK ON UIIUT7E,5 WH THE VARIOUS OWNERS 7HUrrEOF 1J DOWN TWE fO R UMU71ES .)HILL NE HED 70 A IAEAII/Al AND UPWARY BYPASSES SHALL BE PROVIDED WHERE REQUIRED TO "NTAIN I -___---- -n PROM SERNCE. '" r - IL IL LO r-A.T ECa v/ 14. ALL £X/STW UWY fEUI a (VAULTS BOXES MW11dQ a ETC) IN COW VCT WITH THE PROPOSED CRONG AND IMPROVEAI'EMS 9WL . aE,,I;W OR LONEREA ACICORMaY, a ' 15. THE CwRACTGIP ShSALI mCT AND A14WTAbV 1R4fm cxhbl PER 1H£ uMLlAL ON UNIFCNf1M IRAfF7C CONTRCJL DEVICES, PART N, Q COVVS7RRON AMO AWNI MAa,, AS A"10 AND M001FIED BY OOOT. THE CONIRACTOP 9WL SUBMIT A PLM FOR THE X77 pC ' ►� ' N I CCW M TO THE. APPROPRI47E aTY CO(1W AA10 STATE PERSONML fOR APPROVAL. 16. OPDVV APEI4CHE3 SHALL B£ S7R11CTLY UWU TO A ANX/AIUM OF 100 FEET Mf.10 STREFT RC-K-AF-WAYS UNLESS Ull(IED TO A LfJ ER AMOUNT BY PJPild7. NO IAEACHES "I BE ALLOWED TO ROMAN OPEN AT NK,HT OR OVER WE-XENCS CJR HouDeS WHEN NO NORK Is BION; POKORAQ0. Ike. --- - - 17 ALL OW-SITE OA'NN4Cf PFRIAICS 9ALL BE W57NID PER 7HE UNlfVRM PLUMBIAC CODE. Q 13 ALL NONMETALLIC PIPING FOR STORM WATER ANDjOR SEVER PIPING SPALL PAVE AN ELrC1R/CALLY CCNDUY.7NE TRACER WIRE ("18 GAUGE, INSUUIED COPP9, OR H VIER, CREEN IN COLOR CW OTN£R APPROVED AMM44LS) WSTALUED IN THE TRENCH FOR LOGIIING TINE PIPE LL Id _ IN THE fWW. AHE TRACEW WIRE SHALL RUN THE FULL LENGTH OF THE INSTALL.f'D PIPt WITH ONE DV9 LEFT ABOVE THE RNISH GRADE -Q c H G�►4/� L.w- AT X MWFNO OF AHE PIPE, OR Ar A C1EAAW NEQ7 TO TN£ SKUNG AKUL AND 9WL BE CLEARLY ANRKED. THE OTHER END C OF AHE /RACVR MIRE SWI LRE SPLICED INTO THE SERNNG U77UAES 7FUCER W. r'*DV PRESENT. O O _- G. W. 1 2 tea r` t.7' IL-T-00ta"1 L tm I P ALL NOWETitWC ANTER SERKE PIPING SHALT. MW AN tUCTRA�i1 D' CONOUCTNE TkAV WdPL'- (18 C XE INSUu70 COPPER, OR h'fAVfEJP, BLUE /N „171LOQ AQ OTHER AFC°ROVEU WIER/ALS) NVSTACLm IN THE IRE1VOY fOR LOG411C11C SHE PIPE IN THE fbMff TH£ A WF WE 9ALL RUN THE FULL LFNGIH OF THE IVSTkJB PFWfTH ONE END LEFT ABOVE Thf fWISH CR"AT THE BUIL W ------ -- -- DVI? OF /iii FK OR ATA CLEANOUT NOT TO 7HECJILOVK W4 AND -90LL BE CLEARLY +WRKED. THE Oln,--)? AV Or Mr`mr- .+_ f Off 9WL TFRANNAIED AT THE PROP9TY UNE IN THE dF9 BOX. 4 IC 1WrvA I ac-9 01XD IT APPEAR TMT THE Wt1QK TO 6f OIOAIf; OR ANY 4iATO ROAM THER£Tt7, IS NOT SUfF41MY D17NLED OR £YPLNNED CW _ ON 7ht Y PLANS, THE CON7RACTOR SHALL CONTACT .' "' -P.44 IH-1 r-'E c T' (n'a C - �'h/q A f SUCH fZ/RTH1,Q i r J„j 00"W)Ns AS K4Y 11E NEC SS4RY PRIOR r0 PP X,EFANNC W#MNORK � 21 7W CL'NWrOP AGREES THAT, Nv ACCOo!AAL£ WAN GOOPALLY ALXV0 COC7R C77AN PRACTICES, THE CCY►W7IPACTOR SHAD ASSUME SOL£ AAO COMPLETE RE70Ks>BIUTY fW ,KJIB SITE Ct'AM(XWNS OURYNG 7HE aXRS£ OF CONS7RUCMV OF THIS PRa1fCT, INCLUDING Li 7W S4CE7Y OF ALL PERSZMIS AND PRIA°fJR THIS RE"010F 91ALL 8f MADIE TO APFtr COWNLOUSLY AND NOT BE UNTIED TO IV16VP 4 MING HOURS 7H£ Ct'XV/R rOR FUQIHER AGREES TO DUMV INDE;r IfY AND HOLD f"LEZ AHE OWNER AND IH£ r aGWR nW ANY AND ALL L W1Y, l+'EAL OR AUE= IN CONNE'M WH 1HE PMWM4MCE' OF 4MK ON THIS PIWCT, `J E'C1:P11111C FW LA 17Y ARISW n W 7HE SYX£ AMASi:Aa OF Of Off& OR #C A,R e 0-11•r E-.'r-. 22 7hl-A R.CH WILL AOT K RE"tW f7aR, OF LM6IE fid ANY DAMAGES OW M4 RESULT FROM UNNUMRW OINIOET 7O OR,- � Q UgS Of NY RAWL ANY OWCE3 rO 1W R(W ARE 70 8E AV MW AW APPR171�ED BY 1hE , F H r C c T. 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PLASTIC - CURBSIDE o• ( 1• ,^6" PIPE W/COUP NG ROAD -` - - • - - -_- f TR�N (0/D£ !' -- 5 1" BATTER I _ METE 1 1 2 ROAD II'- 1" 6„ 1" R — _ I \ , . 2" OF 3/4"-0" BASEROCK tS 6" ° •, ��' 12 ' STOP SIGN LOCATION COMPACTED SUBORADE (INSTALL 4" PVC SLEEVE + ° . ' ° °, MAX. UNTIL PERMANENT SIGN ° -- . . o .o.:a • , a a . � INSTALLATION) �' 6, .�, • ,. BASE COURSE-� SIDEWALK ADJACENT" TO CURB �'� /, JQ'P� 24•� � 2" FLG X COMPRESSI�!N ANGLE EXPANSION STOP (FITS 1 11/2 ,,PPLICATIONS) JOINT (TYP) •� /1 P D` MJ X TAPPED N - 5' MIN ROW ( � �' 1\ Q' Y w 1. FOR USE ALONG MEDIANS, GUTTERS MAY •� BE REDUCED WITH PRIOR �. �_ " 2 TEE ,Z w APPROVAL FROM THE CITY ENGINEER. 2 TYPE_ K 1a w -�-- 27 \ PC/PT 00 o a COPPER PIPE Z v N rz 0 W ROAD � � �I 1\l I Fn _ _ 2. CONCRETE TO HAVE A BREAKING STRENGTH OF 3000 P.S.I. AFTER 28 DAYS, 0 Z W � N 3 Ar 3. EXPANSION JOINTS: Q _ 2" OF 3/4"-D" BASEROCK - PLAN VIEW A. TO BE PROVIDED: Q Im ; O MAIN LINE < tD ' 1 AT EACH POINT OF TANGENCY OF THE CURB. COPPER BENDS Z V N Q COMPACTED SUBGRAGE ) _ _ _r F X 7 U I� C L E TA I L 2) AT EACH COLD JOINT. AS NEEDED — $ O 3) AT EACH SIDE OF INLET STRUCTURES. �. .. O N SIDEWALK AWAY FROM CURB ��— 4 - - - ` -- 4' 6�. 4) AT EACH END OF DRIVEWAYS. r 2" MIPT X COMPRESSION CORP NOTES - -' - - - - - FLUSH 5) AT LOCATIONS NECESSARY TO LIMIT SPACING TO 45 FEET. ! j (SUPPLIED BY THE CITY) -y 1 / CONCRETE SHALL BE 3000 P.S.I. AFTER 28 DAYS, 6 SACK MIX, SLUMP RANGE tLv B. MATERIAL TO BE PRE-MOLDED, ASPHALT IMPREGNATED NON EXTRUDING,OF 1-1/2" TO 3" T �-1 h _ I-� -,l i- - `I WITH A THICKNESS OF 1/2 INCH, i � .... -"1=11i_=I1 4. CONTRACTION JOINTS: ? PANELS f0 BE 5 F( ET LONG 4" P.C. CONCRETE ;II i7- °poo�o0p0 0�00o A. 5PACINf T r a p c p o 0 E� NOT MORE THAN 15 FEET. 3 EXPANSION JOINTS TO BE PLACED AT SIDES OF DRIVEWAY APPROACHES, •• •� 1'1111.- Ila 0 0 00 NOT 0. THE DEPTH OF 'HE JOINT SHALL BE AT LEAST 1 1 2 INCHES. NOTE 5 UTILITY VAULTS, WHEELCHAIR RAMPS, do AT SPACING NOT TO EXCEED 45 FEET. 2 3/4"-0" AGG. BASEROCK - / _ � J 5. BASE ROCK 2"-0 OR 3/4"-0, 957 COMPACTION. BASF ROCK SHALL BE TO 1. CONTRACT-GIR .TO INSTALL MJ X TAPPED 2" TEES AT 90' ANGLES TO METER �•�: 4 tUR SIDEWALK ADJACENT TO THE CURB AND POURED AT THE SAME TIME AS THE SECTION A-A SUBGRADE OF STREET STRUCTURE OR 4" IN DEPTH, WHICHEVER IS GREATER. LOCATIONS. HORIZONTAL & LEVEL. C,• CURB, THE JOINT BETWEEN THEM SHALI AE A TROWELED JOINT WITH A MIN. 1/2" RADIUS. ty v 6. DRAINAGE BLOCKOUT - 3" DIAMETER PLASTIC PIPE- 2. CITY TO PROVIDE 2" THREAD BY COMPRESSION CORPERATION STOP TO BE a 7-fi14 5 SIDEWALK SHALL HAVE A MINIMUM THICKNESS OF 6 INCHES IF MOUNTABLE NOTES: INSTALLED BY CONTPACTOR. (CONTRACTOR TO TEST MAIN W/CORPS It-STALLED).A. 3 I.D. PLASTIC "IPC WITH COUPLING. "" 1 66 CURB IS USED OR IF SIDEWALK IS INTENDED AS PORTION OF DRIVEWAY. B. DRAINAGE ACCESS THROUGH EXISTING CURBS SHALL BF COPE DRILLED OR CURB 3, CONTRACTOR TO MARK LOCATION OF CORPS. WITH A 4X4 PAINTEd SLUE. ^-t,�j `''•'•I OTHERWISE SIDEWALK SHALL HAVE �• MINIMUM THICKNESS OF 4 INCHES. 1. CONCRETE SHALL ATTAIN A MINIMUM COMPRESSIVE STRENGTH OF 3000 P.S.I. IN 28 GAYS. 6 DRAIN BLOCKOUTS IN CURBS SHALL BE EXTENDED TO BACK OF SIDEWALK WITH 3" DIAMETER 2. CONTRACTION JOINTS SHALL BE SCRIBED 3/4" DEEP AND RAMP PANELS SHALL BE SAW CU'f VERTICALLY 18 EACH SIDE OF DRAIN AND REPOURED TO FULL DEPTH OF CURB. PLASTIC PIPE AT 27: SLOPE. CONTRACTION JOINT TO BE PLACED OVER PIPE. 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 LOCATION 3. EXPANSION JOINTS SHALL BE 1/2" ASPHALT IMPREGNATED MATERIAL OR EQUAL. .AND A MAXIMUM OF 3.0' FROM PROPERTY LINES. 4, SURFACE SHALL HAVE A MEDIUM BROOM FINISH. APPROKo r• NO SCALE / "�OKo rn NO SCALE APPRo.co rr, _ AGUSTIN P. DUENAS AGUSTIN P. OUENAS \ NO SCALE. APPROY[0 av, CNGINCCgiNC DEPARTMENT _, \ ENGINEERING OEPMIMENT \ AGUSTIN P. DUENAS „� NO SCALE CONCRETE STANDARD CORNER OWG. NO. ENGINEERING OEPARTUENT AGUSTIN P. DUENAS �� OrOMLtR ENGINEERING OEPARTMENT �ry Dwc. No. ,],».O WILL nj �"° CURB do GUTTER owG. No. CITY ENONCER 2 dC 1 -1/2 DWG *0 � Id •_ ,]�»t• "Au 981 VO 1],7r lR'. WILL KVO. - A p r•cARa, a„caN n»s ncARo.ORtaON•»�] naARo,ORtooN r»t] ,,u„aR "ALL ww CITY a 110 r & �Wj� •„ _ MARCH 1999 ^, SIDEWALK 1 2 0 Cm row � �r„-•�» MARCH 1998 WHEELCHAIR RAMP � l$ 1064331 u.-•�» MARCH 1198 vaR, ONC x_,13 rAa SW YN-�» Aa, r0i rM-)„7 flCAlO,acooN r»7] �rT Alm"A, "TT ^r APPROVAL aR Cm cr r0A� RAL tir] rM-»u 1 2 6 f�o]>'w.-,„, MARCH 119!! WATER SERVICE 521 . APPROVAL OAR d1n WO APPROVAL DAR +� `N0 ;i STANDARD CAST IRON - NON-SHRINK GROUT SM :,U F -��1 \ FRAME AND COVER STANDARD MANHOLE / Ld -'� � GRADE RING SURF..GING / MATCIi EXISTING MATERIAL ,\ �� TOPSOIL EXISTING PAVEMENT DIG OUT REPAIR 1■■■ it W h DIRECTED , , ; �', •;e •• • 4” MIN SAW CUT OR GRINDING HASC MATERIAL • _ � ( , d 4.-/ ',''•• • w V ,n G FINISH GRADE .• � � �-- CD . ., •• �wArl RTIGH F PIPE "Luc Q Q< .r K �+ f” f NTH STOPS I o e1 u NOTE: CLEAN OUT INSTALLIfTIONS MIN. �,••• - AC 3 Is <i+ mW U o I • ARE LIMITED TO EASEMENT • ' •: ` �f vl�.^� AREAS, OR MAY BE ALLOWE-6-- •'•, :;:s. I <i A g t 1D ON A TEMPORARY. BASIS •�'��► PROVIDE 3/1'-0 FOR A o 00a oo OooQO O 0/1 0 00 00 o TLL Q d , d• u d 1E -+- •:: MCLEA�a 5 ARouND oc o0 o eoao�oAe oa o�o0 0000 o AGGREGATE BASEROCK 1 o �� IN RIGHT-OF-WAY. �% ;� ,• o o �� U n V0 �-- W �� I 1— __ _ _ _ •,• I Lil I I—� �- COMPACTED SUBGRADE TO IRRIGATION 12 ;'� Z LOCAL STREETS: \_ (� x � • • TO RESIDENCE ' W -•,•• I I ' I °s 3 , •. AC _ 6” CLASS ;;C" ASPHALTIC CONCRETE, W AB 4 (1-1/7_ 0 ) AGGREGATI" BASEROCK I PLAN _ �... ' ter• ••... , _ AC - 8" CLASS "C" ASPHALTIC CONCRETE METER BOX I DOUBLE CHECK 6' 41N6' MIN '•::�,•, .:, • •" , .•' .�' • ' • �' • VALVE ASSEMBLY r"' '• " " ' MINOR COLLECTOR STREETS: - UI 6' WIN BEDDINGPIP BELOW e OUTSIDE OF PIPE BELL $ AC - 7" ASPHALTIC CONCRETE �/�\ \ /\/ Y'3 , � , \/\\ \ \ 12" - 18„ +� AB - 4" (1-1/2" - „) BASEROCK � � t• .. ;• .. .. .. �•. \ LTJ W •; •• A • r, a � ,• • •r• 0 ^IF�1w`/el, y!c : < ;• li..e,• ••:•• I - Q• d a •,. •�:•••�•. .ice•. ••• • •• OR —� - AC - 9" CLASS "C" ASPHALTIC CONCRETE CONCRETE ENCASED \i��i�\� BOTTOM or wlyt 1 UNION EACH SIDE �. \� \%=\\� '�,-- FOR PLASTIC PIPE \-3/4--O MAJOR COLLECTOR STREETS: TRENCH FOUNDATION \ STABILIZATION, AS nEOUIREn /OTE: CONCRETE ENCASE ENTIRE WYE SECTION AND 45 BEND IF CONCRETE PIPE AC - 4" CLASS "C" ASPHALTIC CONCRETE, CRUSHED ROCK BASE ELEVATION CTI1r\II1Apl1 /`I Cnt�l PMT AB - 4" (1-1/2" - 0") AGGREGATE BASEROCK INSTALLATION SHOWN IS ONLY A SUGGESTION. O i; NOTES: NOTE. 1. DOUBLE CHECK TO HE LOCATED DIRECTLY BEHIND WATER METER. 1, JOINTS TO BE TACK AND SANDED. •;. 1. SURFACItVC OF PAVED AREAS SHALL COMPLY WITH STREET CUT STANDARD DRAWING. 2. JOINTS TO BE TACK AND SANDED. 2. ASPHALT PLACED IN MAX. 3' LIFTS EACH COMPACTED TO 92X MIN. 2. BRASS, STAINLESS, OR PLASTIC PLUGS TO BE INSTALLED IN TEST COCKS IF BELOW GROUND INSTALLATION. 3 SAWCUT SHALL BE TACK COATED WITH BITUMINUS ASPHALT EMULSION. 3. SAWCUT SHALL BE TA(: COATED WITH BITUMINUS ASPHALT EMULSION. 3. DISTANCE FROM BOTTOM OF DEVICE TO FINISH GRADE, FREEZE PROTECTION, Date I2/I�al$ AND CLEARENCE FOR TESTING AND REPAIR ARE THE MAJOR CONSIDERATIONS AwROKo FOR INSTALLATION. Scale LEGIT f-P. NO SCALE ASTIN � i NO SCALE �oWO W. NO SCALE AGUSTIN P. DUENAS TRENCH �� Isilts to "" KID cNaNFErnNc o(PART1r(NT , AGUSTIN P. GUENAs PAVEMENT DIG—OUT ENGINEERING DEPARTMENT CITY'o�owctR Off• �O• ENCNEERINC DEPARTMENT AGUSTIN P. DUENAS Drawn TCAft J C�Aa " Mj)rrw„'417 MARCH 1998 BACKFILL 'Tmft ORI:OON n`ii err o�ca DWG. NO. u,r_, '.R. HALL K11C. CITY fNONUR �' JWC. NO. 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