Loading...
12355 SW MAIN STREET-2 1 VI aY y M t f E. �-- �,, ����/ I G� I ��- -7 REVISIONS BY ►..)O. p rz,sew ► ►•.►y T ► �- �. �. - - - _ !.�!l(a/9 9 I . G U"'T rt_A c-T G 2- S H 'Z, L L V ti• IL 11='Y A N C>0 G O►J r-1 R-P-� A L..!-. p ►M �,_ti1 S 10 ►.�S A I•.1 p G c7+rJ I T I c7 N 5 H C�w N O 1 f--�I l if,..l !s O 1..1 THE fL.A.�••I I�J�5 ( 611<..►J fE rt. L_ Q OT 1-5 •, p tL�w 1 C, L► 5T A [� S ta' E L 1 fa' 1 C_ �T 1 4',►� .a S w F L_ A . ��-1 r S I �C., A� GO►J � I T 1 C7 N � O IF T H W S 1 T m- 1,�O T I � Y A (L� H ►T �GT O� !� 1 fir►G Q.-rL-Pmx\K4 c l IC�es R 10 M. T O O TW tiv O A K . 2 . C O C3-. I` : o,L.L W D tG K. S N/�•L..L >S h� I IN G O N P� O iL �-�►A N L ler_ W I 'T 1- L=, .o4r*-L. / ST rv.T F / F E C:111. W.. r` /i L.. WL R :k tzi,%C)Q C,n N T ra-a L. - 'j 1 T �. P L A N IC IE G; L.; L-0ow-,•1' 1 tJ ►v:z.0 .g,.t.� =b U D C. 1 L/o.T E U M E G 1 T 1 C:j A.) . P't,> rt.. 1 r.l(A IL U C.T j a ry W O re. A t-.1.. C► S H AM., R. FE L.>! �../�'T ► d N y fL V 'b /� R.. w. 'T'o v6. F c� L_ Q vY ra-. 4 Gi tt,. I N [y I P�`/ I►J G� D it�t O S 1't P t..A►.15 iK T E. 1.L_A 1.4 3. M A T E M_► A L5 4- E.G?u I r— M E ti T : rel ,-N LJ T= ,'� C.-r U R-raa. C w A ft--r I G L E S I M AT E.K- 1 A L S ANI L? F Q u 1 rx- E. N T' a 1.4 A L L_ 13 W. A P P L, I M_ p 1 I►.j STA E M.M LT F_P ) u S !!; ta► C L 1� �J E d 1 A Ni t� GO �J L? 1 T 1D N E,p .�. S L>1 e.T D b�f 'T' I-1 !E. R.�S r��C.T I`t� ti1AN u FAGT'U R.l.�..S . __. _. 4. O r_ rt_.44%ar IL W.4 U L AT 1 O v S o TAII IL E sr_ T 14 - Z. � N X. y C rt- L- S Pte+•C_ K. f Z - a 1= W_ 19 �.38� -- - � t'�-LT__-" E-va. - r=7- X F IL % to (L- b^Y/i'h. L L. rt-- 2 I j G, L_ R%bt= U = . 4 w� T• I t.,j T it. 0*- C.I K. em".-Y, 4._ OOC'b,, 1.. 4 G ti Ic I L L W.ow !` a LAl,J� SGAP� - h' LANYI1.1Ca1 P" L.AfJ oC E 1'L.T H WC) It. / L L F Ci n T 1►.j <a 5 'T O 6W-A, R- ON F1 P,M I 1.I^,-r U A A6, k. u 1J CP 15 T U 1 L g tt © _-%01 1. F It ILX. O F ©M..e4^ ItiJ kc. �/ L.1.. T ti' P E S w n • C,.O M P- 0a.,L-r W_' T" '��T" E_ G� 'E.N I N R.E:�FC+r• JW 11..L. . �.S SU MAT t>Z f�1 /��... r` 4 N ..__9 < � w S o► �- CS Iris./6-1 N. N C) I'rL 1055 u R...�c.. I S O O PS tom. T=S T� I IL•-S TF L O C�R•.. T L A.N Z V z oP Q aiUJ � fLu c.TU tL Ah". L_ h C t=, ► �.,►.j 0 — d 1 Z L I� _, F C7 u�••.1 I}A,T I I•.1 p' L_ ti,N4 t�E TA I t...5 Z a vii � LOco PL L©� P >' L. w- o .��•- 5c P� fw �}- �m�C� �o�• C�- 1 5 PSP" f- r^ rL" I"ar N 2O 1'�5F Z i a L I v C �,. O A i d 0 P S Is 1 3 1ST [LA M ►r`J [� P L A.N d N M A M UF= A C T U FL. E_ t> tL c:� O 1~ T rr.U 5`-.D; N (-1 PLA N TC� MW C. H0R_ C> .. ;- 1-►� IL L 0 S P :5P + C2, M Cs L_C A p a "7 PS t= I P L. N 44:1`r"T•'o c--i 18 .-� IE x-r it 1;I o tr.. �a►.S'T/ w Et-,T�S o L,T►-1 f�.L.��/AT I o N S � Y(',�. A U A V.V. W. .. L I al �:�. ��c T 1,R.IL I o TL.. �to r��- t-+ E.� �Y�►.T 1 O N :,� �,. 20 _ buiLdlfv C:1 SmGTIo1..1S I N., e-R S E-GT1 Uti1S Z 2 1 b C rt.- E L.. mw-4 A ar 1 G�,N1 S 23 w r ?IJ Mob©110-4 ���� AT1car•.�5 1IL A 1 T f 2 5 1�K T IR..I©R.. w— a� 1 T' ST/� 2<c �X T E.f•L..i O IC... ST,o,l R... ��"t.'A 11..5 � 'J CIQ cn 3 r' S P FAF! 1 28 R:IG L �.c.,t- rE.1� G I t N iP L�.►.� L (011 ' s � SIS U ; � � rlc�D `rte sw LEW I S �� �' �.� Y 111 C sW PLAZ4 00 LN �E TA,NGFLA 5T Ln SW W MA SEL • S <01 � E- LL 00DA r M'0� —j PK '� � 'r s� ao p �� sw PNOFS P, . 3 s�` �• C` TI Z1r FRREC* E* J, w pt .41. UJ Ul �. �• =- - CTH •LH a LIB s M ST 421 - Date pER,ti117No 5, 1• c16 . OQ75 Scale I.J i Drawn JotA;±drn�c i I N T S t; _T Z�j55 'St.tJ /'hp„J Job 9PSC70 - Alit" Sheet 12355 SW Main St SIT98 00054 t of 7 Of 2 8 Sheets N t �M.'f0 04 q0 tWON�y IMIMYMI C>1L_/'►.w i rj C, ..T LEGIBILITY STRIP C 71 0 1 0 2 3 4 $ 6 7 8 0 to I 1 12 13 Ia 16 17 18 i9 20 21 22 23 24 25 26 27 28 29 30 - i *•n.r cm ZI I I Qt 9 HOW al 0a --�.,1�tJ,t1.i,J,�l ��.�11�,1•�!11�11111,1�1.►.GJ.1.l.Ila.J.:lj.llltl�i.�,1.1.�1.U1�,1.��1a1�1;1.11�1�J�.1�►1.1.1.��.1.�1:,J11�i t�,l�,l�..l.tJ.11►.111.1.�,1.1w1�.11.�J�1.►.l.l�,1t1�.W.t.� � IuLaii,ii,wimiL ;.� �oa A N. W • .r. Lt ti�u�L.•1 i.,[,� T c� IV Q o ttT 1-1 W.A_th-1 G �/,1'L S tr�T' REVISIONS BY 5C. M.F_rm. &.J Sal 1-ki4N ale-&/qy i�.i'c.,rJ u N o• I-1 •�... G 3 12/q 9 U r,31 T'b N m. I ►�,1 4" - L E /� � > �.. CJ �. �- I P � I � 1�.1 • MAP 2 � I 2 A 1� W A 51-11 N TO tJ G O u t.� _.� _..._._ - _ - -_ .__.._ _ __....__... _- _____ s/2g/Cr q • pares o &rA in soctiets a. Tawuhi a 4outh. F.ASEMENI' (� LDG k` T_1 �.S.I-1 1 -1 r�idlan, in the City of Tigard, County o! Ma+hi �aWW State of�vrcg i, described ^� G L G...t,,� L 5 ( � I!.f N '111 r es lollove: r' von. a+.cribad w.0-L.L.5 /t• 'r S �'- (tet' )rL - �-j" 1"Umiftg at the intcresczLon of the Westerly line of the Osorge ItieAazdsen vonatlon Tile City of Tigard("Grantor")is the owner of the following described real property: Lead elals aro. ss and the Southerly line of the Oreacn Rlectric Railway cornpany•a right-of-way, which gmtbarly line is )S t+at titoutherly of and parallo: to the a tract of land situated in the Northeast 1/4 of Section 2, Township 2 South, Range 1 Oregon Itllecmric Railway cospacy'a caster lie+, as now located wW staked ouc: chance West Willamette Meridian, Washington County, City of Tigard, Orrgon described as [ SWth 44• 42• fest slam +aid Masterly Iiia of Oaoege Rieriatrdsean Donation [.and follows: Parcel 2 of Partition Plat No. IQ96.026 as recorded in Washington County C?(4• -6e z Clain, Co the Northerly line of Lot le, ItttMTlt TICARDVI= 110027200; thence South 440 K ry a —- I' = $6, 111"t along +aid Northerly lin+ of roc 16. WORTH TIGAIWVx"J ADDYTICW, co an ir,.n Partition Plat Records. \ Jt\ Pipe is the center of Taylor's Parry toad, which point also Larks tho meet Horcharly The'fi and Area Chamber of Commerce "Grantee" 110 r rmovist of the surges t?+et in lection A. bowa mhAv 2 South. R&MG 1 e'est, Millanette 8 ("Grantee") Is the owner of the following described real ZZ, �o 51— pipe t:,ha�e ootcebecIr &long the cantor lint of acid Zaylvt•• fessy Road, cu a property: point on trio Southerly Lina of the said Ortgort =leetric Rall.ayr Coapaay•s L -- i I I E rl�C-of-Lay [dsoea ttlttetasly, elorp the Lid Southerly line of the Oregeb sleetric a tract of land situated in the Northeast 1/4 of Section 2, Township 2 South, Rauge 1 t a % x, ^tom W_All,. f411tatlhl Caepany'a right-at-gay, ZS fret ttreo std paraael to the said Railway West Willamette Meridian, Washington County, City of Tigard, Oregon dcsctibext ns Q N G e e;etricer line. ++ now located and staks4 ouc, to the point of beginning. 13 rs.� t� g �11� follows: Parcel 1 of Partition Plat No. 1996 026 as recorded in Washington County Z V ti `� �_ Partition Plat Records. W W en C w—/ -- Oo Q•G M-X R.1`I 1.11 t', H - =e e•ea• - ;e%W p: a 'Ilse above prupemes are adjacent to each other. The Grantor wishes to grant to the Grantee, its Z U N a? �,�, -•„r"i a ,�r'! C srY ce:ssors and assigns,a perpetual nonexclusive easement under,over,and across particular strips of land DC Z W Q -4 4 w dJ five(5)feet in width and more particularly described as follows. Q Q = X N _1 , 1 I J r �' O PoS �.t7 0 'IC ` �. (' P� Q' • - 4•k"T' Y I O h , i 5 beginning at the 1':odheast corner of Parcel 2 also l:eing the Northwest comer of Parcel I of 0 ot:ca 3 0 a %nn Q4,. t O said partition plat 1996-026;thence along the North line of said panel 2 being u curve to Z Q N ` • I _ L -- rr t,,3 the left with a radius of 1.840.00 feet a delta of 1.47'03"(a chord which bears N 550 10' = Z Q _I \ 22"W,88.46 feet),and a length of 88.47 toet;thence S 34.02' 10" W,a dls,ancr of 5.00 C 7-� '`�+�Y w fat to a non-tangent curve to the right;thence along said curve to the right with a racius of O 0 28.35 fent a delta of 10 47' 14"(a chord which bears S 55° 10' 17" E, 88.43 fact)and a S �/ i �' length of 88.43 feet; ther:ce N 34. 26' 26" E. a distance of 5.00 tat to the point of S T R E E T • , ).W- beginning 2-Its '` i ^ ! _ The turns of this Easement are as follows- FICay , +'aw�a 1 / A!� I. The Grantee, its agents,independent contractors and tnvilees,shall use the easement strip only S.s ' / If for Grantee's utility access purposes. .4 ' LECT R I C / ,�,� r /0t 2. The Grantee shall 1wovide the Grantor with twenty-four(24)hours of notice before commencing r any work within the easement and shall make every effort to avoid disruption of Ow Grantor's use of the -. r -• .� -••Myf- easetttent kepatts due to the work shall he in accordance with the original work performed and shall e _ r..�•� d �� `\ �. 4;.T restart the repaired location to existing or better condition. The Grantor shall be entitled to ar.inspection of o � ! . `' I• I t �� gyp` the wipes before final payment of Grantee s contactor. o ` s ---. e - - - i' ~ cwrT• w/"t tg ® 3. The Grantee and Grantor shall cooperate d e*� ` p during periods nflornt use�that each party's use shall � �'R• ad's r�,a. a• a cause a minimum of interference fp the other, however, in the case of�on.']nct, the Grantor's right of use �• .- � ► C p Y shall be dominant. � I _1 `` I �� ,,,p ' , �• ., ae: `a' . 4. The Grantor shall i rain the outrer of the easement strip, The Grantee agccs to Indemr.�;and• ' } r r ) O 1 I/ Q' 1 �� t. w \rA defend Clrantor Ewer a..y leas,claim or liability to the Grantor arising in any manner out of Grarrtce's nglrrs ��''� !t under this easement or toe of the easement. Grantee assumes all risk arising out of its use of the easement th a� t and Grantor shall have no liability to Grantees or others for any condition existing thereon. G'g _ �,, t ; 0 A5�► ' 5. This casement is subject to all prior casements and rights of parties of reorrd. • v Q IL > u , r /� tom' I� �+�� ��•• e• ��'�' 6. This easement shall be perpetual;however,in the event it is not u:.ed by Grantees for a period of _1 three(3)years,or if otherwise abandoned by Grantees,the casement shall auturrwtically expire,whereupon n Pa Q Grantees shall,upon request,execute a recordable document evidencing such expiration SITN C,, Ld \� .T•.►y^1r�is c� I _r E: C:�>A"� T All-,N sel-rawtLT �— ; 1� IJ TLA 1 t.,, Z O/o, f= f I ca T- 17— �.. 4. Z o C> �' ---- - i V I 41 v l 4. O T G ©�/ t:'.-IL C., t<.. : 19 "7o 5 070 LL U 1 _ / - 0 �- 13 L. C 1 T Y P A•1Z k I f.J 4.4 1•.01- �. `. U) ------ -- - - - �'y L / el 77 Q r � _ 3 I Date Scale N C77' ILC: Drawn J p► Job Sheet 12355 SW Allai;l St. SIT98.00054 01 7Of 2 8 Sheets )•t N ►Qr•,ft0 OM NO IM CIaAAM UT• CM rili � jii!Illlli��lllltlil�llil�l!Il�lli� +IIIA!II�IIII�IIII�IIlI�Illl�llii�llt�l ltl111�Ii�lll��lllllllll�lllllllll�l "' I!illllll IIlll�iii,� LEGIBILITY STRIP 0 i 2 3 4 5 6 7 e 9 l0 I 12 (! f4 Is �'7 I's 1's 20 2'I 22 23 2a 26 2's 27 26 2s pmm.i cm 30 I1'fII I I O1 HONI a roa W t i lJ. 1�,1 Lt �aJ�.lal�l t�Ll J�1 l 11111 .1�1�U.1�1�111.11t1�Ji.11�� 1�.1�J.�111�J�W IJa �J.1.W�Jall1!J���1 1.1111 I��.1�1� 1i,U1 J i It ll i I Oe ,�:1 REVISIONS By EROSION CONTf�OL NO/TS: 1. APPROVAL OF THIS EROSI NISEDIMENTA770N COWTR.. (iW) ); AV LXJES •NOT OX5777L"F APPROVAL Of Pr4U4N[Vr ,qGC OR OkUk4i;E DESIGN (E G. SIZE AND LOCATION OF ROADS, PIPES, Rf5•TRICTORS, CR94NNE:'S, RETENTION FAC/U77E'S, UTILITIES :-7-) 1. THE lMPWJENTAr)Oh Of 77,ESC ESC PLANS AND THE CCNS'RUCnON, 40JN7FVNCr REDtACENENT AVO L1t0G j,6 W IH£SE £SC FACJL177ES 1.5 THE RESPONSI%7U OF THE APPL'C ICONWTOR UN71 AL C0NS7VCP(W IS COMPti7L, MVC APF,ROVED AND VEGETA770N/LAN05WING 15 ESTABLISR+t-J. J THE BOUNaOES Of >)IE CLf INC LIMITS SHOWN ON '}FIS PLAN SMALL 3E CLWf f FL4GGE0 IN 77,E f?E2 r?RIORTO CONSIRl,CTiON. DURING NE CONSTRUCTION PER'CID, NO DIS7?)%WCE BEYOND THE FL4660 CL AR'NG ;4177 ShC 3£ P9M1rn. ,71£ f'(,AGC'NG ShAU, SE AMINTAINED RY THE APPUCOT/CONTRACTOR FOR .HE OUR477ON W CONSR 770N. 4. THE ESC FACILJ77CS SHOWN ON IRIS PLAN' MUST BE CON57XTFD ;N SUCH A 4NNNER AS TO INSURE ,'HAT 5rhW NT AND SM. ME'R' LADEN WATER DO Nor XV? 72iE CR 1 4W 5Y5TEM OR VIOWE APP'Ll ABLE WA7R 5TANa4R0S. S, THE ESC FAW7l£S 9i0N'N ON rh6 PLAN ARE THE MWIMUM REOURDIENTS FOR ANTK•IPATED SITE COhLYT IONS. OURINC THE C W51R4' PON PEXIIAO, THESE ESC F.KYFIE'S 9WL BE LM4G1ED AS MEFLIED FOR U49PEC70 STOW EtiDVTS ANO TO ENSURE THAT SEZM�IVT MID SEI.11{W LAOEN NVER 00 NOT LE14E THE 511E I- c N r 3 6. 7W M FA01177 S SILL BE INSPECTED L1ULY BY 7W APPLRGwTIXWTRACTOR AVD 4W 4AED A i41VN/WUM OF WE PDP "7H OR Q H W � 00 Y 7 M!1}IN THE 48 AWRS fULOIRMG A STORM EYEWT Z = N z0 to ki+ 8 ANY AREA NEEDW ESC MEAZM NOT RE-WJlRAIG IMMEDIATE ArViVOV, .9441E BE AAARES�ED W NhY f7f7FDV (15) 1346 Q Q = m 1 3. STA8LIZEO CONSTRUCTION X WOES SMALL BE INSTkdi AT THE 8EGINNNC OF CANS7RUC 0V AND "VAIN£) FOR 77-E JUnA,7ON OF D m 3 Mo THE PRG/ECT. ADOVT,ONk MEASURES 4941' BE PEOUIRED TO INSURE '»FAT ALL PAVC AREAS ARE KEP" CLUW FOR ThE DU'Ra"ON CF 'HE Z U ui o N r 4 �• O F F= I G rL- [3 �,. L, G". FRCUECT = Z 0 04 10. WHERE St-01NG FOR TFMPORAR'' 9' O-0N CONTOL IS ROMEO, FAST GiF,r?',4/111{417NG (AES .SMAC: 3E APPLE AT AN AFFsOF';44 T 0 00 �- 1 R4 TE (16, ANNUAL RYE APP+,,'Er AT 80r 35 PV? AC rj' I I II 1 r S D/HENT FENCE NOTES: I. THE PL 7P FASRIC SnALL BE PJRCM49u .N A CONTINUOUS ROLL CUT TO .7+E LLYG'h GF „*4E 84IRRIF TO AVOID uSE Of X/N 5 /♦' WHEN X/47 ARE ,NECESWY, r?L,7f:R CLO?! SHA(' EC SPLICED 1'007V ONLY Ar A ;uPPOkr POST WFH A MINIMUM 6-*:C, ;4 r1,f AND 90�! ENDS SECUR£rY FA57NED TO '1,E POSl, OVERUP Y X 2' STS MVD ATTACH AS SK 8 :N THE DE'AJL ' 3 ?. NE ;17ER FABRIC rT�VC£ SMALL SE INS,ALL.ED rO FOLLOW ''HE CON70UR5 0PE rcd9BLE 'I•£ FENCE AOS'S SrA_ 3E SPACE.' 4 4 01MUM OF 1.B M APART AND OWN SECUREL r INTO THE L ROUnO A MINIMUM OF 51 C -m � L� ' t. J. 7WE '1 TR FASR'C SKULL ti4VE A MINIMUM VER%k AR1k CF 5 INCHEE'. AL_ r,�:��A,�;, 4 4 T 4th 1 �NSTALUrCN SMALL 5E 84CKrl:iD AND COMPACU ALONG "NE :N7,"! ;;rSTR'BU cC Ai;EJ 4, STANDARD OR HEAVY D07Y R7L7FR rTYCE SMAC: ;WOVE MANUFAC;uREO S77CHE✓ .,?CPS � R 2 .hSTAr.:,A.7CN, rr•E' .X :riAL - _�., 8E INSTALD ON /HE UPH/Li SIDE OF 7af SLOPED AREA ` S. R717ER FABR>1C RF„NCES SKULL 3E REWJV£D 0Y ,V 70" -AVE SE;`IT: 71 VR US£2L PURPOSE 9G�1 NO7 3f•R'!X,� �+£ iPSLC*'E AREA -A5 --- - __�._--- ---- -- --- -- - _-- -^-- �'1 BE?:N PfR4WVENT?!' PR07FCU 'WC SWILIZW. Q �`� ,� ,�' 5. F7L7FR -ABR'C FFAFC 5 ShAL_ 3E ,NSPEC'J 5` �' SHMALL Bf 4940E MMEJU;cLY 2 W Q Q �1 �I "7— E. F2" � � � �t u1 \T IL MAY BEUSED $HCRT tEkM ILf V/ UTILITY WCRK AND W/ fi PHASING OF DEVELOPMENT ��SSQo�� So CATCH BASIN AREA DRAIN t4 NTS NTS FILTER FABRIC MATERIAL FILTER USE STITCHED LOOPS 104 Q' Z 36' WIDE ROLLS - MATERIAL- FABRIC OVER 2'• 2' POSTS A . RADIUS 25' MIN. ;•�•' �: �. FLOW d .:., .•A` 4� SS �._ D \j III n CLEAN PIT RUN OR 2'-MINUS GRAVEL ` a Z ^ W V1 SUBGRADE REINFORCEMENT GEOTEXTILE, AS REQUIRED D ' 8' MIN, PLAN r, 6'MAXIMUM SPACING DtrTH W C7 ■20' MIN. FOR SINGLE FAMILY AND DUPLEX RESIDENTIAL FRONT VIEW SIDE V I L VJ NTS ►ITS - 1C �•, FLOW 11 L DITCH BOTTpM �� O '0 r-ANGLE BOTH ENDS OF FILTER FABRIC NOTES- FENCE TO ASSURE SOIL IS TRAPPED - '0 I BURY BOTTOM OF FILTER FABRIC 6' U � �.LE 3 VERTICALLY BELOW FINISHED GRADE SE_ .uJ a-A 14. o / 2 2'N2' FIR, PINE OR STEEL `0 FENCE POSTS D I T Z,H INLET n INTERLOCKED NTS 2'. 2' POST S 3, STITCHED LOOPS TO BE INSTALLED Gravel Construction I 4' r AND ATTACH DOWNHILL SIDE OF SLOPE r ae FJOTIIE.Q TECHNICAL GUIDANCE HANDBOOK Biafil e Bogs g TOP VIEW Entrance TECHNICAL C.UIDANCE HANDBOOK �enQcrary TRENCH ALL AREAS OF FILTER FABRIC Detail Drawing 3-IA Detail Drawing 3-70 Drawn J >/cb%= z - 3 Sheet 12355 SW Main 3t SIT9E-00054 0t 7 Of 8 Sheets 14134 M0AT10 0h M0 R0001CU YIMIeMT -. r �..... ._, _'�. E.CL C> 1 U ►� C:.rJ f..l T ' _c� L LEGIBILITY STRIP ` 0 0 2 3 4 5 6 7 8 9 to 11 12 13 14 i5 17 ig 19 20 21 22 23 24 25 26 27 2G 29 30 o» �� CD Z I I I 01 p J ' HDNI 1 108 tJ�l 11 X11 x!11 J1�►�11Ia I L ISI J`J.IW�11 1 . 1r l�1�1 I�1�1 �11.W�1�1 L �J11 .1�1111��. �1 10a 25X 00 1, oil i OMNI A lot ` Ia• �•... +�+.+-- .re•+M.+n•.rr...w.-n,«+-NwvnM'wW' MM'.'+.Mnr+w.M•'MMR#.+n+m..w.F.+.v+!Mn�4MM�.1rMRr,uwe-w.u.+•n•...„r«e+..r.++w+.w» < w .�h ri^ wW+ '+ne'+ux MYM+ N*9M^ r r Lp" G O U L R.W.T IE- ►J �'I f G : 3 5 a a r� 1 L Z$ G/s. 1/y w/ 1 M_ �� 40 - 7 �� 1 REVISIONS BY r- I N I H E►.�T 1�► +►�1 IE.JT w� AL 4's �, 1 2'' . �. . �. w. Gq K_r•.r+ fo O a� rz rL C= 1^� 1 S M 4 G o N G 1'` K- r• iE_ s 1 1t C_ O�.-�1 �.LT IL 6�S 1E.. Z"- 3/q_'' �`'t 1�1 Us 4' '- 1'/Z" �1 1 n1 V S A 11� U6#_j T YL./�1 rJ r•�l tr�1T ) G O t�1 C�A.0-. IR. 0 2/2 g6/9 9 tC-11- .: _ - L c I� 1-► ►moo c.. bt :r _�-- u a O F �C. — L.Willims." MONO ►tc....oc.r�.. I'Tj S U b - - 4 fW_" YZ00 = M/►.TGH Z _ � � ILbT � A 1 I L� Z V z (9 o .0 _— �X59 �R..�a•� 'Q a = te �' 154. 0 159.00 S1�IILw^L.W ' . O ! t _ N - - - -- ----- -- --— - � - 3 do -- / � < ui 40 5 Z 40 G co�T r��L--- C. .� I t M LI.i .JO'1►J h�O1'OSrE �• q' 1 l I h G 1. Orlr1G1�� � l.. r� Cs7 , p.v I►'�y _ - __•� q. 1= IV • F L. . 1:., L. 115 9.9 b 0 1 lei � a � F- - --- � 31 G�1tw P•1..1L / � •.� In c'g N 1 O►J Ga" 15 q• Q 1 3 I R C"O v IL m x 1 ST,h. I S9•oo 7S. - -- – - --._: 158:moo _ _____ 1 g.00 � . • . . • ;• � _.. _ Q �i.� a._o� I e� .tee �' - -- ( . ✓' \ LL W r—T M/ATG 1-4 1r_KtSTI►Jl1 6101KW^LK. em)IL. V !L Cv S 1 C >C W,--.L_k G u R.ice/ S I C>M,..-i Ab.L W...- K.v_W;7T- LK.v_W;7T- Gu M.A. •-r� T 1 1 T Y U T 1E.I` TO U l.. rL A. ►s--ICS, pM P-40 TW ,`.�. S W. T � � T - - �_ tt fl S T r I PL LL � 1 Z IL d W W N P/� \/ I L_1 C> EIEC S1TE PL_ Ak� � Q lJ1 (n QL � XT, (� d N Date Scale (-_IOT W_ Drawn ,�D►/o.� Job 9 t8 cc ) � Sheet Q 12355 SW Main St. SIT98-00054 a of >' of 28 Sheets! w■W POWM on re.ww aaarwr+. - •..._.... _.. _ -. . _. --- _-.. to A� ►N �, / r t> '' Illi 13 I .,. III l 8 I 1 9 20 I SII I �h I �I� II4 2 5 I 218 f 21 l � it lig � il Iil Ii�l ili lliIIII IIII IIII ,. , ' i LEGIBILITY STRIP 0 1 2 3 4 5 F 7 8 9 l0 1 1 12 14 I6 17 1 7 28 29 30 oma., cm O1 4 HONI t IOL ZI II ' 25X 1 1111��I1.1��..�lJ,l�il.lJ�1111L1,►1►I�1.�1�1111,1�1x.11.1IJ.LL�Ia.I (�117 1 1]1 1 11( I I I I���I I I I I I I 1111 LI�.I I LI V I I I L�I LL111111L11 I d'I I 1 1111111-I_L1�1.1I1I 11-11w.111.1 11a�W-�lJ1.I�LWJ IJ.i�.11lill�1����(>.L�J��.l�.l LI�I��OF CD :. tMMNM .M - wsrw • .a.--n •nw«a!** ..• +rr•R.+ ei+r 11AlnA + 7t ' REVISIONS BY GENERAL CONSTRUCTION NOTES z/P 1. TN£aE &B-ZV DIRAMMa RURESW THE CML CONCEPTS OF IHLS PRGII£CT AND ARE NOT INTENDED TO SERVE AS COW W'j-OR S SHOP DRANING.S CEXTAAV ITEOIS 94Y NOT BE COA PUETELY DETAILED ON THESE DRA065 SUCH ITEUS 9 ALL BE Caoii UC1ED TO THE er-,/I Ca APIq'X,A61'£ CODES AND STAN DS 4� ?. IN THE EVEJVT OF CONIfXT BETWEEN THE PUNS SPECIFIG4TX< AND APPLICABLE CVOES AND STANLI4ROS, THE MORE STRIW" �`0'' APPL i o-Yo M 1 a. � - _ REQUAPEL�NIS StN(L r. J. LOfAWAfS CF PROPERTY LINES, D ISTING STR6C7ZjRES• SITE fE 7ZIRES MIO UN00GROUND UTIURES ARE DRAWN FROM THE BEST do' --� AVAILABLE AS-BUILT LUTA THS DOES NOT GWRANU LXA"S OR iUVATOVS ARE ACCURATE OR COMPLETE: NEITHER INE OWNER NUR THE A NAR THE COUNTY BEGIN ASSUME RESPONSIBIL/T Y Nr THE 0657 iCrONS INDICATED WILL BE INE ONLY 0119SrRUCPON5 D.�. D.S. ' O�COIINTEREt7. tom. 4. THE CONTRACTOR 9W.L VERIFY THE LOGITVN OF ALL DUSANG U71UMS AND fFATURES PRIOR TO COMMENGNG WITH CONSTRUCTION. THE CCWTRACTOOR 9ALL NOTIFY THE , F' ' hnIF LOCA 7XWS ARE OTHER NO AS IND"TED ON INE DRAWINGS Sbt-,X7 NTLY AHE40 OF s I CAMSTRUCTXW TO ALLOW CHANGES TO IIIE ORANIKS5 IF NECESSARY I lI S. 1W CONTRACTOR BEGAN REQUEST RUD LOCATION OF ALL UTILITIES AT LE,45T 72 HOURS PRIOR TO COMMENCING WITH CONSTRUCTION. _ 1 f / (s 11+E' CCWIRACIOR ISISCE)V/FR SOJ) 2,16-6699 IAMG ETIs I A' h t�'� F Y�• O 1= t'= 1 G. 'Fz.. R t_1>G.� /�E� "Y 1 "K D �t7,1D CONfUCTS BEI192W S£N'FJT U TERNS, STORM LAWNS, AND Z cud � N X41ER M NS Q � W o' 00 Z = " Z 7 7. S7F MTRUCTXN PRACTICES 9NLL BE IN ACCORtWE WITH OSM REGUUnWi WE COWl1ACTOR ShWL UWNN ON-SITE LE08LEZ Z C) °P �( 1NTERG1l SAFFTY WA SHEETS FOR ALL WARDOUS A41TEMLS USED OR STORED ON-SITE w 9 X-r PC 9- 1 a iL S U r- P`U M P- 8. THE CONTRACTOR 9ALL OF THE APPROPRUT£ INSPECTION AXVCY TW (2) BUSINESS DAYS ADVANCE NOTICE WHEN REQUESTING 0 co � M W_K_i il, - it T E-1 _ F o CS r I r--J4 I w INSPECTIONS. Z d c p'~` 9. ANY REVISION ltd APPRf7VE0 PLANS REQUIRE SUBSEQUENT APPRIUVAL BY 1HF APPROPRUIF AGENCIES. S z 40 S P�c..r_ fl r_4 . j /Qh. W_ i i 4 04 10H 1 1a 10. SITE EROSION PUN TO 6C AfAVgD AND CONTROLS IN PUCE PRIOR TO CONSNWTION. 0 11. ELEYATIONS ARE 8II9D ON USCF LHIUM BENCH 94RK: WASH. CTY 12. THE CONTFTACTOR ;WL MTECr AND "IAN OPUA77ON OF ALL OUSTING UTILITIES WITHIN IHC CONSTRUCTION AREA TNROUGHOUr THE CtaMSTRWnON PROCESS AND SIAL BE 47WW61`E FOR RERAC&ENT OF ALL Drag URLMES WHICH ARE DISTURBED. THE --�' CriVTRACILIR 9Nl1 COORDIKAIF ALL NgRIf GW lIITUTIES Nllfl THE VARIOUS OWNERS 1HDPE(IF r w�'1' t I`. P IJ DOWN TIME fVR UITUTTES SINLL 8f A02D TO A MINIMUM AND T&PWARY BYPASSES 9ikL BE PROVIDED WHERE REOUIRED TO MAINTAIN PRIApER S&K£. - _ 1 9L. L_c:0 4 0".."r ECs 14 BE LOOM ACL^OROVM(,7Y. IS, 8003, 14WhKXES ETC) IN CONFLICT WIN >H£ PROPOSED GRAU/NG AND rMPR011EMEMS Sri4LL 1 IS. THE CGWTRACTOR SHA(L ERECT AND U WTAIN MAfFN.• CONWL PER THE UOUK ON UNIFORM TRAfFIC CONTROL DEVICES PART N, I CONSIRUCTXW AND AiMNTETWNCF AS ADAPTED AND MO01f7ED BY OLO7r INE CONTRACTOR 9AU SUBMIT A PLAN FOR INE MAf•FIC » D 3 COWTh1OL TO THE APfPRCJV WE = COUNTY AND STATF PERSONNEL FOR APPFr1UVAL N ld i N Ew 1-1 , 16. OP& TREINCH£S SHALL 60E SW71Y UM1U TO A 1NXIMUM OF IX FEE? WITHIN STREFT RIGHT-OF-WAYS UNLESS LIMBED TO A LESSER I ` AAaK BY PERMIT NO TRENCHES WALL BE ALLOMED TO ROOM OPEN AT NW OR OVER WEEXENDS OR HOULIIYS WHEN NO *VRK IS BONG PERFORMED. ____-- -- _ -- —.-____� S• W T 1 CA /� ft.'p.. ST �IE,T 17 ALL CW-STIP DRAINAGE �P£UNES SHALL 61E INSTALLED PER THE UNIf7,K'M PLUMBING Ct7CE. Q 18 ALL NONMETALLIC PIPING FOR STORM WATER AN01OR SF#F PIPING 9ALc I011 VE AN EL£CTRAX1I CCNDOCX TRACER w/RE (19 celUGE, ! 3 INSULATED COPPER, OR HEAVIER CRfEiV /N COLOR OR OWER APPRI'JVFD ANIERGILS) INSTA(,SD IN 17I£ 1RFNCN FOR COUANG THE PIPE W IN THE FUTURE. INC WIER NIR£ SWILL RUN THE FULL LENGTH OF THE INSTALLED PIPE: W"7N ONE ENO L97 ABOVE THE RNSH ,RADE -I I S 9E 9E- H ,p.W_VA.-1 - M L M p►.a te G.I%..W_ Ar THE Bl1/LW fND OF IH£ PIPE, OR Ar A CLEANWr NFa'T' TO THE BUILDING WACL, AND ShC BE CLEARL Y 44RK0 THE OTHER ENO (� O OF THE TRACER MIR£ SfiAIC 6F SPLICED INTO THE SERVWG URUAES TRACER WIRE. WHEN P9ESENT V Q __ fl w�b. IL I'' 2 1co r.-. G . 06. .. �, 1"I•' p' 9�T/�1 L_t= II-1 ALL NLWWETNIC WAIc"'?i SERKE PIPING SEOUL. WAN afCT]FC LY CONDL/CTIVF TRACER WIRE (18 G4UGE INSULATED COPPER, OR ^ 1 HFAM, BLUE W COLOR OR OTHER APPROVED 194TM LS) 1AVALLE9 IN THE 1RD110Y fOIR LOCATING THE PIPE IN THE FVWRE. THE AA to TRACER MIRE .SHALL RUN THE FULL LENGTH OF THE INSTALLED PIPE; WITH ONE END LEFT A OW THE FINISH GRADE Ar THE BulW#K a'! - ---- _ gn DVD OF X Pf'fC, OR AT A CLLow Nor TO THEBUKDING WW.L, AND 9iC BE aMRLY 94RK0 THE OTHER EX OF - - OW WILL 040MTED AT THE PROPERTY UNE IN THE METER BOX. a IIG lyrt4 I 2o9711PlXD IT APPEAR THAT THE WORK M BE ULAN£, LNt'ANY AMM REZAX IHERETD, IS NO SUFFIULW71r DETAILED OR D'PL4INED ON `l rr, ON T}EE PLUS, THE CLWIRACTOR SMALL CONTACT r '.`I` r"OR SUCH rURHR Ld _ E,17°L4Y I nONS AS 14Y BE NrCES'S4R'Y PRIOR TO PROCEED W Wf,'H WORK. E- 2.1 THE CL►MIRACTu'IP AGREES /tNT IN ACC11RWNC£ 07H C,EIVEF'rILLY ACCEPTED CONS/RUCTXN✓ PRACTICES, THE C0W7R4CTO,4 ShNLL ASSUME SOL[ ANT! CallilEIF REAMILITv r-OR X6 SITE CL'WLYTX)NS OURIK THE COURSE Of CONSTRUCXX,W OF THIS PROJECT INCLUDING THE .S# Y Of ALL POISON"`.• AND PROPERTY, THIS RE"UW SMALL BE 1140E TO APPLY CONTINUOUSLY AND NOT BE LIMED TO AMK MWINr, MOLARS THE CONTRACTOR RURTHER AGREES TO DEFDVD, INDELIVIFY.4ND HOLD MRMLESS IHE ON1VER ANL' %r r DOW FROM ANY AND ALL LlA61IIITY, WA OR ALLEGED, IN CONNECTION NRH 1HE Pfd %4NC[ OF WORK ON THIS Pf4r3/fCT, f f.XIFIANC fW LPAj7Y ARGYG FROM THE SAC£ AIF A2W OF THE 011111110 OR Al r d I-, - , ' '"r ; . to a Y'A P,cN mu RPF 8r a-vallills £fm AR aw fm ANI'011 as MH171 ,wY Raw fRLOII UNAUTH wfv CH4hYr ro OR LA'S OF f'LAIIS ANY aAN0 S Til TT�E PIN16 AIDE ro 8E!N N9I�W Allo APPRObEO BY J1,C ►+ r. c T . LL C 04.,RC.1-4 16 ^VLc.tolTlLCr T Q u 1v 9p W.rt.cq rt cl V N d PW 1 P. I N 4 rip ILK.. t1 O PL -r 11 cm��• rt_.t� STA r�,)t> u ' N N 4 T I L T L Q \T Date 120-7/4 8 )> S(.ale N C> 9>'-pp. Drawn P,4\:= Job q$OQ ` Sheet 12355 SW Main St. SIT98-00054 ` Sot 7 Of 28 Sheets !f.l/. M,NT.O ON NO CODON tIL.AMIM -1 U T- I L I 'T Y S I T 1s. PLA ►,-•I C7' ""1 IJill IIIIIIIIII 1 1 u imillilikiilun , iii i ,�iI„I LEGIBILITY STRIP O 2 3 4 S 6 8 9 10 I I 12 13 14 18 117 18 19 20 21 22 23 24 25 28 217 2�8 29 30 . iOmm.i Cm 01 y'a C DMON I • tOZ -�...,�1a.l�1.�,1�1.��,1.1�1�1.�J.�l�l�l.�.l�.1,�„1.1l�.la1�J.���1a.1.�.L1.1.1��,1a.1.�1a.1�1,111.��,�Lli.�1�.1.�.1.�J.11a,l�.l�1�1.1�J.I.I�.I�. 1 Oz ..I MIn,4'M1 wMbM+++YM.M*'fM.NMMh•IMMMb+` irM+.w M'� wT+ A1 M�ww«wywnn+.wi..+n,-H..^r�agefpeeMr111!+e/`M'R ^'. y ',..,.+tl19rw+R+rMY.�M1"�c,fr!WIsr+M+rr .. �''.bv�...., a wr. i CROSSWALK STRIPING REVISIONS BY PC/PT 12" BEHIND SIDEWALK OR BEHIND CURB CURB j '•T � G 5' M r. -+•� SEE NOTE 5 ROW 8 I DRAINAGE BLOCKOUT WHEN NO SIDEWALK SIDEWALK i 3I.D. PLASTIC CURBSIDE 6'� PIPE W/COUPLING � � 2" OR 1 1/2"' '~- 27 �O,DE r� 5' 1" BATTER METER q �, ,•�.�� NS �\ •- � ROAD 1" 6•. 1„ R _ �. � 2" OF 3/4"-0" BASEROCK STOP SIGN 6� �\ —� _ I Z" `�� 1-717 LOCATION / 6' 1/2" - s%'r�' '` .: COMPACTED SUBGRADE (INSTALL 4" PVC SLEEVE . ' ° °. MAX. UNTIL PERMANENT SIGN / �k1 • • ; ","'o.�;, • o° INGLENSTALLATION) 0 �, h. BASE COURSE SIDEWALK ADJACENT f0 CURB 11 '.1 ` ,P�P� 24„ STOP (FITS Bag 2 F L G X OM�2 SSIh�PACA IONS _ 2 ! � � Q� EXPANSION ) JOINT (TYP) - M 5' M v ---- ROW `� SPO Y MJ X TAPPED D N / .� �w 1. FOR USE ALONG MEDIANS, GUTTERS MAY BE REDUCED WITH PRIOR 2" TEE Z U ►` -.111P.- - 6 �' "/`,, 16 PC/PT APPROVAL FROM THE CITY ENGINEER. _`� 2" TYPE "K" Q �_ W Z 00 ' COPPER PIPs Z = N O `� / ~ Z 2 W o F \ / v, _ '� `'� �V CA 2. CONCRETE TO HAVE A BREAKING STFENGTH OF 3000 P.S.I. AFTER 28 DAYS, \v//1 / _ � to V /1\� \ Or 3. EXPANSION JOINTS: 0 M //1 2" OF 3/4"-0" BASEROCK � -�''� PLAN VIEW A. TO BE PROVIDED. MAIN LINE 3 0 W) _J Z � N � v COMPACTED SuBGRAGE 1) AT EACH POINT OF TANGENCY OF THE CURB. COPPER BENDS ' X T U F=. r �` E ','- A I L_ 2) AT EACH COLO JOINT. AS NEEDED O Z N __ 3) AT EACH SIDE OF INLET STRUCTURES. ao SIDEWALK AWAY FROM CURB 4 4' �6 4) AT EACH END OF DRIVEWAYS. 2" MIPT X COMPRESSION CORP -2y=�- -' •- - - - - - - 1 FLUSH 5) AT LOCATIONS NECESSARY TO LIMIT SPACING TO 45 FEET. (SUPPLIED BY THE CITY) --_ ' 12- T B. MATERIAL TO BE PRE-MOLDED, ASPHALT IMPREGNATED, NON EXTRUDING, CONCRETE SHALL BE 3000 PSI AFTER 28 DAYS, 6 SACK MIX, SLUMP RANGE ---__ _ _ _ •• •' "'" OF 1-112" TO 3' WITH A THICKNESS OF 1/2 INCH. 't 4, CONTRACTION JOINTS: 2 PANELS TO BE 5 FEET LONG 4" P.C. CONCRETE -I!illl �'t• 0 0 O o0 czp 0 o Qo 6 0c A. SPACING T 0 0 o C 0 BE NOT MORE THAN 15 FEET. _ c 0 c ° o v c oNOTE 3 EXPANSION JOINTS TO BE PLACED AT SIDES OF DRIVEWAY APPROACHES, 'I=III=iI o o �aooGGb Oo 2" 3/4"-O" ACG. BASEROCK B. THE DEPTH OF THE JOINT SHALL BE AT LEAST 1 1/2 INCHES. UTILITY VAULTS, WHEELCHAIR RAMPS, do AT SPACING NOT TO EXCEED 45 FEET, 5, BASE ROCK 2"-0 OR 3/4"-0, 95% COMPACTION. BASE ROCK SHALL BE TO 1. CONTRACTOR TO INSTALL MJ X TAPPED 2" TEES AT 90' ANGLES TO METER . SUBGRADE OF STREET STRUCTURE OR 4" IN DEPTH, WHICHEVER IS GREATER, LOCATIONS. HORIZONTAL, & LEVEL. 4 FOR SIDEWALK ADJACENT TO THE CURB AND POURED AT THE SAME TIME AS THE SECTION A-A CURB, THE JOINT BETWEEN THEM SHALL BE A TROWELED JOINT WITH A MIN, 1/2" RADIUS „ T 7 4� 'y, 6. DRAINAGE BLOCKOUT - 3 DIAMETER PLASTIC PIPE' 7_. CITY TO PROVIDE 2 THREAD BY COMPRESSION CORPERATION STOP TO BE U -- SIDEWALK SHALL HAVE A MINIMUM THICKNESS OF 6 INCHES 1r MOUNTABLt NOTES: INSTALLED BY CONTRACTOR, (CONTRACTOR TO TEST MAIN W/CORPS 11"STAL.LED) A. 3 I.O. PLASTIC PIPE WITH COUPLING. 't ' - CURB 1S USED OR IF SIDEWALK 1S INTENDED AS PORTION OF DRIVEWAY, B. DRAINAGE ACCESS THROUGH EXISTING CURBS SHALL BE CORE DRILLED OR CURB 3. CONTRACTOR TO MARK LOCATION OF CORPS. WITH A 4X4 PAINTED SLUE 1fpa OTHERWISE SIDEWALK SHALL HAVE A MINIMUM THICKNESS OF 4 INCHES, 1. CONCRETE SHALL ATTAIN A MINIMUM COMPRESSIVE STRENGTH OF 3000 P.S.I. IN 28 DAYS, ' 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 PLASTIC BLOPKOUTS IN CURBS SHALL ESC EXTENDED TO 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 dE FITTINGS FROM MAIN TO METER LOCATION E'LASIIC PIPE Al 27: 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. APPROVED NO SCALE APPRovcO ar NO SCALE APPROKD."•_ — NO SCALE APPROVED Or NO SCALE ACUSTIN P. OUENAS ACUSTIN P. OUENAS - ACUSTIN P. OUENAS ENd31nI.I.W. DEL IKVO. T ENdhE[RINC DEPARTMENT ACUSTIN P. DUENAS n & 1 —1/2" 1/n CINOWG NO �I I Ndh1l W4C OEPAR TWf 4T ----- CONCRETE OWE. NO. f.NGNEERINC DEPARTMENT STANDARD CORNER Owc, NO. ,NCE �,, ,,EPARTM CURB do GUTTER Orn CP. OU G" L" .` „ 17�:f tP "Au wVo on rrvlc[R ,]17! Sr. "ALL SENO OTv 010NCCA On U+O+CCR OWE. NO. - TK.ARo.OKOON 97773 TM1AA0.ORCOM•7131 131»LP. "ALL RVQ. �ti''' ,%RX3 r�"°N ""' MARCH ,998 SIDEWALK MARCH ,99e WHEELCHAIR RAMP •oKa wJ .7.-•in V*m tat 6A.-.11, VOtt1 .�.-•,7t ft"m. ORCOM •77)7 MARCH 1998 r� ,•, S,D,I,..- 20 am w nopm f'°';"''"" 28 am ar ,IOMc ;"'-"" -- 1 2F ' fit f o;l664-77;; MARCH',998 WATER SERVICE G or or tla#w� - ----- ..w. AP-JVAL DAR � APPROVAL OAK APPROVAL DATE a �`pw APPROVAL o•rt „1 ' O Q STANDARD CAST IRON �— NON-SHRINK GROUT •~. �� �, �) SAI CUT �' FRAME AND COVER / STANDARD MANHOLE `+r --J_ - - - --. — r- GRADE RING �- SURFACING ' , I TOPSOIL -- MATCH EXISTING MATERIAL EXISTING PAVEMENT OIG OUT REPAIR w \ s OR As � � � . .;- ., . � - E R SAW CUT OR GRINDING i., DIRECTED / ';;�N • 4" MIN. LLJ BASE MATERIA; `// ' � ' • 'P •• � c , ,. ,.. •., W V �' � FINISH GRADE • ' / � •(� LAJ � Y x m L •N •. WATERTIGHT PIPE PLUG I- n • ~ L.t ' =x o 6 •' IMTH STOPS c < NOTE CLEAN OUT INSTALLATIONS MIN. ••' AC u a� m`] u\ 01 < ARE LIMITED TO EASEMENT - ' • " '�•V N rr U+ Ing v, �^. AREAS, OR MAY BE ALLOWE•O' -' Q N i an N o N m J u • .., �, PRf•WDE J/4'-0 FOR A r o OO o°0o p 0LL 00 0 ° 0 00 0 A = c OrU Z <� t ON A TEMPORARY. BASIS , , i,.t A V V o 0 o O �o 0 0 °O o Y d u u< $& IN RIGHT-OF-war. ;�• :• MINIMUM Or 6' AROUND °°c G o o poo o AS °°o G o o poo AGGREGATE BASEROCK 1 r of H '- • • ►• ClFAVOUT 0° O° 0 00 0° o _ Z S ` O Oo u � W , -• ' I—_I I—= , ,III � E' d I - �— I TO IRRIGATION W _ ,:�.� . • , ; � w \ _! -- I — ---- COMPACTED SUBGRADE LOCAL STREETS: -0� W J ,,• .• • \� TO RESIDENCE li.. (A i.J y�� Lam•'• . AC - 6" CLASS "C_' ASPHALTIC CONCRETE, I PLAN ry o ti u \ •�' AB - 4" (1-1/2" 0") AGGREGATE BASEROCK Ii, �. < •�. L • JR METER BOX ice' ', , �Y .:..• DOUBLE CHECK ,a� r. ,`• .,Jj >„> ', ••••...i• ••. • •• AC - 8" CLASS 'C ASPHALTIC CONCRETE VALVE ASSEMBLY 6' MIN / 6' MIN >:•i.., :,•�.V•• :i�:•"•' ' .i, I -. _---- -- MINOR COLLECTOR STREETS: r� f I� 6' MSN BEOD,Nc BELow OUTSIDE OF PIPE BELL V W _ _ 12 AC 7" ASPHALTIC CONCRETE, � / ` B - 2" - 0" AGGREGATE /\�// / �� -,''':- . • . v �e o •�•..' A 4" (1- I/ ) E BASEROCK \ Ld V) NJ .,,- ..... ,. . . ,. OR 6„ "�� _ �� s + < •> •, P•• a e ', '•,'', AAAA• '•P�• AC - 9" CLASS "C" ASPHALTIC CONCRETE _ tea- ' CONCRETE OrT'oM OF CwvE D J 1' UNION EACHSIDE �•r'.,.' �'� -- ' \\-i,�-,- :-\ \\'� - C -'�- FoR PLAST,c PIPE MAJOR COLLECTOR STREETS: d 'RENCH FOUNDATION AC - 9" CLASS "C" ASPHALTIC CONCRETE s'ABL ZATION, AS REOUIREO �/�OTE. CONCRETE ENCASE ENTIRE WYE SECrlpw ANO a5 BEND IF CONCkETE PIPE AB — 4" (1-1/2" — O" AGGREGATE BASEROCK CRUSHED ROCK BASE ELEVATION / ) �- — cTnklnnon r•I Cl�AI 01 IT t INSTALLATION SHOWN IS ONLY A SUGGESTION, _ O NCE: NOTES: 1. DOUBLE CHECK TO BE LOCATED DIRECTLY BEHIND WATER METER. SURFACING OF PAVED AREAS SHALL COMPLY WITH STREET CUT STANDARD DRAWING. 1. JOINTS TO BE TACK AND SANDED. r 1 2 JOINTS TO BE TACK AND SANDED 2. ASPHALT PLACED IN MAX. 3' LIFTS EACH COMPACTED TO 927E MIN. 2. BRASS, STAINLESS, OR PLASTIC PLUGS TO BE INSTALLED IN TEST / COCKS IF BELOW GROUND INSTALLATION. 3 SAWCUT SHALL BE TACK COATED WITH BITUMINLIS ASPHALT EMULSION. 3, SAWCUT SHALL BE TA,:. COATED WITH BITJMINUS ASPHALT EMULSION, y 3. DISTANCE FROM BOTTOM OF DEVICE TO FINISH GRADE, FREEZE PROTECTION, Date 12/1 q8 AND CLEARENCE FOR TESTING AND REPAIR ARE THE MAJOR CONSIDERATIONS FOR INSTALLATION. Scale ►.1OT 1-P AP•raVco a. NO SCALE ACUSTIN P. DuENAS � APPROVED a� 1 NO SCALE - APPROVED IT [h 13125 le DEPARTMENT TRENCH Owc. N0. \ NO SCA!E ACUSTIN P. OUENAS ACUSTIN P. OUENAS Drawn ���» s■ "Au t•0 °r7 n1olNttR ENdNEERINC DEPARTMENT — ENGINEERING DEPARTMENT 1 � DKDDN .7213 PAVEMENT DIG—OUT ,31:!:a "ALL OLVC. , ,�,�:��Rte. CYT•I ENvcER owc. No. c>r cNONtcR IRRIGATION DOUBLE Ov�c No. �, 11o�1O �`�"°'oR'�•��� _ MARCH 1998 AND REPAIR 82 SAL (503 464 n?•� (303�.�. BACKFILL gp 531 Job goo VOICE: 503 464 n, MARCH 1998 CHECK ASSEMBLY MARCH ,998 (( )) OREGON 07277 STM� ,•a (503 .R.-72.f -�- �A1Lt• (5�6T)1M-�72f7 .wOVAI o•rt .�■, APPROVAL DAT[ Om a 11GW 5 eRetl�t APPROVAL OATS Sheet 12355 SW Main St. rr-- SIT98-00051 AP (p 6 of 7 ! Of ZO Sheets )•A )• MNRlD ON NO ,OOfM CUIRMINT Ips.. DETAIL,. S --•--- __ .._._ I..-_ _'.. Illj_.' � li lily-��illllllilll�ll III!IIIIIIIIUIIII I ..., 111111 IIII'i� �Illtl'llll lll! II!!I� !Illli! I'! I, '�'>•�. Cm I IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII' LEGIBILITY STRIP O 2 3 4 5 6 7 Id I I I! la! 14 1!! 117 IA 19 20 21 22 23 24 25 28 21 28 29 30 - - om�,.� cm ZI I 1 OI Q HDNI a 1G8 lL1IWilII�1Ll�� 1�1.�I1LLla.1111i11L1Ll. ia-Lu�l�l�l> 1 oZ 1J.L1 LLl 1�1 L1la.i 1�1a 111L1�iLIJ.I.1j1.�,1�1>�1.1�1ll w)�1t1 X111 L �NgkrMwA *! «p.,,.,n..,.".+»wrl�ne•tl.Iw 01 ., .. . * � � . darn�. , If / �, I REVISIONS BY Int T L F— G.. Irl b o 2B Clq / 5/2&/b 9 1'L iC Y �U p.►J T 1 T � t`� A t~ ' � -- {L E.M/�.i�K.6 Co i 1e. T I'L r.rr_S i A Z 4 A G E It. te-u 6 rt•.u M "m-IE.P S U N S w-7" w-rL.P M A P L rL. L. . All uu C 1 U :� ES n _ iL U C3S I'Z.c:iV . 1��1s _ �, � . ,- • ' . A0 u 100 M rLCT CS ST A P H`f L G'S U V A U R-S I MASS, K I�.►�.1► K l►J r\1 t G ►t_ I Gry�.L 4� 0•G. � t^ N A ? U � - --- H f IL Wim u 1 3 Cor:_►.�uS `�l.tE.G1ALaT ISS1t!-SIA var�l��,�.r�.� rcE© �t-w 1 C.j 2 w 00 C.� ,�L. Z ~ N o �~ �►'Ao-10 •`.L v Dd6�WD O z W N Lp a 0 — C!) P IZ O P S E. t>- O F F I G E 15 I_D Z-67 . _ / E S ?.o E. S•G�L�. O� t o 1r ft-A t2w r S 1 1 Pw I*.l K. I"IL 111 b- - - � • 14 � ZN _ r -'' �` / � H � 3 2 t � P 1►J )t. (W I til T EIt� I-} �..ti�-H I GI A� 3 O.C.. 0 � F- ES V ✓' a T E - � H E ', `T' P SO 1 L w I u l,. T='C I'L. P /� IJ T1 -- - t_' '`J C.j �°'�1'L A.S 'T'c� 131 �j/� Tt�P s O i Lr ,,. �3 •_ -- . • �� „ All M !� NT• �M IZ U d C.'STia.t>'� '�"t' H A.1/ �. (,a'' O � 'T"OP'b01 l.. •'�:"''._ IX6=b TO f�Sep 1 A� A w w U^us f U S 1> 1 g "r-� tttls tttt.. �' IST 11.. t tZ..I F+.fZ.t.. W- 1C S . N Ox '�Cj 1 1. �. r••�1 '� N b 1�1 �. NTS M/�Y 151' \r.J E L_� Z . ,-�_ / Me_.01"Z- +�p. M/�. t.� V R...!L ��. G c�tt•� h•�I �I't`.C..1 �'�. 1... `C.7 M,t�O�LT, W t co> M �.-r 1 C., u t-j Q*� "L rL G, S P-1c, I r-J K--L-W-YL. SY UCT1� t--1LL P ML-O\/ l Cs w-10 imr-Q t'-.- two,l�✓�•�1'T I N d*i T 1 GI A IL A• S T IZ. F..: F T �� _ ti 4/ d 1 1 -�1 I_ f� — a L � LL Q 4 W Ld a a r'lr'�e'�S�r�-t�nrtio e 17t a-M FR 5fArf 5 M4-N A MfJM1N OF TWO 0711.17 d °ILA C01 1`P,!`t TIE 1 ° %UJW M A►Ea•fr CF W D (J t ° o° a 1'-5'(DEFLNPW ON DR*015futm) L005IN A-L 1`115/w M 5 AV" GT lei-pi!•yf L� 10 Af CR 5.afILYVat Lm avm MLCN REI.t7Ud.I'P DKK FWm \I� W!afm \J XATY 5d.5 Q HAU O Ft*"Hat fm2 fTt 17IM1[1ER Q FL1?f DIV.I._ ~ Fu va PN11V11 OWL jF .� w� Date 1 2�1`�/Q®► G e1,M��/ ���7 �y� S�:ale1.10T G. d ME FLMN6 I IN6 rY W 5fMN6 NO 5CAe Drawn J t;P- Job 9&Q - Sheet U 12355 SW Main St. SIT98-00051 341 M MMtlO Op MO 1.00I CIIMMiNt 01 7 Ot P 8 Sheets L�►�to �G t�- - PL �tT I r�.l P l_ ,�*. I`.I LEGIBILITY STRIP �C 2 3 4 5 6 7 6 9 10 1 1 12 1-: 14 ig I7 Ig 8 29 30 19 20 21 22 23 24 25 26 27 2 L - iprn^• c* ZI 11 01 J ' MONI • IOZ �t11111L1�1 11 y Ula Gl t1,►, l�laW� l t oz - .Yr. .. .. ,m.,i•�'."".''�..:d'n�°�".'�' X#;,'::. .. -+�+na:+ar+..v.ri..w,•.u,...,...rr+*ee-...+wmwnwMr.�xro...«v�.+�1. •1N'N'4yaM�M"e'w+.+"MyM;*r} l �,s�