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SWP272803
s % m p CITY OF RENTON CONTROLLING BENCHMARK. lF Existing Contour.-(rollout converted to feet) /�A�� �O (JO�R�1 1B Water Meter vn Q H 3 ..,I...�,i I.0.:i+��::�III...I .....�.-t,...1,,�rI-I:w1::..I�I,I., N 60 SEE SURFACE WATER SRVALY BOOK (DATED 1 /eet) �E nkaty S ni Sewer Location. appro.inate BEFORE YOU DEG �,� NOTE - CONTOUR INTERVAL 0.5 METERS(1.6 teet). N ELEVATIONS HAVE BEEN CONVERTED TO FEET: E ,sting Sanitary Sewer Main - A CBpt ELEVATIONS CONVERTED TO NAVD 19r 4. .-E (sting:Water Main 1. N -Eaistinq•Slormwater Pipe 1-800-424-5556 CL -New Stormwaler.Pipe: 3 zo 0 20 1 xistfng ll hBty Lines, cc I :' _ A �Rlght of;Wok!8oundry - * I I i 1 / Sods r Fest -.-Centorlrne;of Fright of Way - - 1 t :` ,; : ® Storm Droiri Manhole t Col Idea II a 1 k,-�iXt4I."�.'�;�1-�..:.?:,;-).f. f' i f3 j :D Storm;Drain Catch Bo$ifi - _ 1 65.62"1 i - i , \\ A 304 i© Sanitoryr Sewer,Manhole " II .j.-' 1/ ,` i I , . I / .. Itc,$ a ~� Adjust Location fo B'W;: .I 1 U and Dr y L LI, �t _ . i : ive o 1 � -.- --_.. 79s5' ndergou oEle-N3ted lap o/ w ® �= Ir -I .. - - ;APP - 1 _ �\+ ., ...".... _.. ?cetlr:Yc '. { PpwJr-Pg1s tAr}- [BN3A - - P I y i W r' -_ - - AiSw'Kctud } MNlf70%ES. t'. o r 4' . t Z Z -. : Cx. - 7p___ -. - - - -- - ,n �y - - = _ 4r T - - (V J p r.. - Pots w -•-N- - a•f� - 0 ; . . rr 3 + . o �t �o Z „�} : s� T I /' - .- .' - - 97414''W .6.� + ' 1. - '1 d I6.0 t cBN7 -"_-1- --;----r- i2 - - - - 1 - CBN4 r .PpsBible Gas G1r eI,LocptlOr Urik. RdIult Asphvlt.pure Aldnq Fefin Nw Ai+,R,;,*- MOt4/7 ( a Po4itzm Not Fond -�? -- -_��_ - N--<= .__ L` �,_� _aT-_ - kO ce�z I I JnRgl s o'sod ) .Top of Vd.w Nut-28 ,_ -o-,�-.1'r 5T IBC .!: 1 '�(YP) IrMtall on FJI-tj" I I _' �_ - _ - - - - ± ?: Fonn N4rr !cure' i CBN6Q i `t IE , I >T>a1 13 2 n;d vei .=--- t I 0 --a _.� �` " IX " - - I �1�1Y/.: .2��d_ : ree�t:.:T? F73rAppx Catye Trt:w AVDe.'3•-P-nq�it _ '^ I ,�,- '� + -+ +T - I� tpetil4 i ® Osc Cand.it: IXt1VEWAV 'K 3r� •\ 4 7 #dM:: I. K� "Coon C , Renton I-.tlria+a.n �� �J o NOTES: i ,' /` / #8815 tAo t3o'. a- +� r rx7'ELEC VAULT ( �' wsr--�" J - t-{ I o 0 o i. All Typ1T2r CB�s,57ol1,'Have Soli to¢kipq kids 10.�US West - Four 4: plastic duc S. ?' l` /, • J 1 r encased in 1 1/2%'z i 1/2�con I •r' / d- rt I t y m� 2. Type.�t CB PmfAo Are Along a Lies. rl '' 'l,; ;�._l",. .:-� k �z•1 r�-r _ Northern extttrlt-hot known. , r .. I - + 3. AIhCB Grates hat R. Set 0.1' eel: B,r , 3 E ,Ad'cent Ground;I". 9. Waterline Location Approximate i f � `i I '°�I� E $ N (based on V-403 water plan o y) r ' �_' _ -i., Zr aui 4. Field Adjust Types 1 CB's To it ate t-Cahn Points, ? - u, --y- '� ---f !� Jet Vtsta P.pts. /�' -1 1- -� HW a°a In Flow Lines; An To Clear Ezi ta,p�Itilikles- 20f .. // 1 I a i U 9 rnp 5. ASPHALT R£SQRATION: Use•Typ of 7renth Patch �w iIE f 2-24'a Cana •.ulvsts - .0 E (CFty,.'Detdl H032A),For AllArds. Aamdonedf} ' - _ J r A i70' t t . \E f3, Maintpin MlnimUm;12 Inch:Ve tj oN Jeporotlon Eetween f I I - I' o c !12 Iftch Water•Main And Storm atEr Pipe Where Possdile. , _ cBNt ? Contractor sl4atl identify any-se oration less than 12` i : ,- /�' -"'---'•-- _ R' 6{.e6 Q 1I . . N 12'E IE: 62.66 .. t, , .. o p fof review kiy City. - _ C' L m is t2'N IE- 6266 r / /// �� '7. lNinimum•6 i4Ct, horizontal Sep notion between :8's i : �• _ 1 `/ 8'W IE: 63.66 /, + and:Gas Line. -}+ r _,�� J I 8._CoptrCctor shall restore all'Idn,Scaping. surfacir•g, . I j / -.-._... Cooaete�Cas nq . 1 1; 1 .-- "...,, Q and s{ructures disturbed b3 construction. h ��¢ PLAN VIEW- 1w�20 Y .... _ ......-.... .... ..... __..._..._... ._ ._.._.. .._......... _.__.1._..... .- ...._...... _.1._._ ... _... ... ..._.... ... - .... _ .... .._........ ......._...... ..J_.......__... _ _..._ _. _..._ -........... .. _....... 1 _,,I.......__ .._..... ................. .. _ ...1.. ... ....... .. ... _ ..... ..__.... .... ....... ...J ............ _ ..... ._......_ .... .: .. . ;... - : .. ..... .... .. .... .. .. .. .. .. .... ... ... ::CB/4A Inlet.. ... .. C8N4 N.t . - ...... :.CBN3A Inkl ::. c8#3 : - ... ...... .. - '. .: .:- : .: : _.:Sid.GraN ::. ::. :: Vaned Gats .. ... .....Voned(irata. ... .. ... ....... .. ... : .. ::::. :: :: : ::: ::: - .... - Frlm EL'.p42 .............. .Itfm EL 844 ..-::....... ..Rxri 71 .. .. .... :-. ....._.. ...-... .. .... ......... ....._. __ - _. ...... ..._..... ..... ..._.. . ..... ... ...... ...,_ __....Rk - � __.._ - _. ...... .....1... r .... ... .. .. : .......:12.S.IE.81.7 ....... i2'.W K.B1_0... ._......: .. ... E'S�E� : -.... .... .... .... ...... ..... .. .... o Ty .::::. i:: .::i... ...... 1::':::: C6�A .. t2':E IE Ba.B ...... ... ... .... ... ..... ..... ..- .. .. .:: ::: :: .:::: ..._r - :.:: . y!i g ... .. .. .: . .. .... ..... � t2`IE iE Bt 00 .,.::::::: .: ::::: -:::'1 :... ... .... .... u _. _.... .. ...... _....._ .. ;.... ....... ....... .... ... sJ: ._. J __........ .....__._.... ....__........ .......... .:.....: _ ... _ :...:. . . .:..:. ..... _ ..... ..... .... .:-.. _ ..._ ... '...:._ - .. ... :..:. :.:........ :....8 1 70 ..: 1 $.�... t .. .. I: 1 - :... ... $: . 9 .. ... .. ... .. . .....a\'.. ::.........:. .tZ.tf.B'RI.Storm .:. .:.:...... :.:... ..:' .. - .:_. .. .. ..: ........ ...... .. .... f' _sl .< ... .. ... - .. ... .I... .. .. .. I. 1 ... B w:w . 2 .. .. ..... . ........ ..... ....... .I..:... .. ... . .. .. .. ..... ... . +6'Nlnlmm Se ton om 6'w .. y porot R Daplh ....... .... .... ....:.... . ..._ .. _.___. ..__......_. .. - _.......:. ........ _..... ...:Q ....:.. .. ......... . ... ... .. L .. ........ ...... _ _. ... ._ ;'g1f2.TJpd 3.::IB"... .._... ._........_. ...... .._.... .- _..._.. k . .. Plpoi 3:Ensords Poo ftriaT a"N _ _ ... .. .... ...... 1 .-. J...- _ .. ...._. ' o . . . .;... - .. .. ..?..87 at W ....... ........ \.. .ProHe Abn Cents ... ... -... ... .... .. .. .. ... . ... .... a ..:........ .:.........:........... .......... ..... ... ... .... .::... ..... .. r etL .� 7..2 4B'.... ... .... .. - .. .. .. ...... ... .. .. .. \ u ....... .. .......... ;.. ......:...-.....:..tivpth. ... ... .. .. df' t'S11ecl .. .... .. .. ... ...- ..... .. h s - ;. I. ;. ....\�:�T..A*P7�.... ... Ya:sd Orate ..Solid Lrklng LM.. ...... :........:'......... ............ ... ...... ... .. .. .. ... ... .. .... .. .. ¢ o Eat .. ..... .... ... r.Rrn EL 7t1.4 ''R4n'Q L7.2...... .... �12`S IE 64Seest.. ...... - .. .. .. .. ....- .. ..... .. ...I.I..__. ... ........ ... ... -..... ....... .; ..._. _..... ..... _ _ ... ..... ........ . .... .12.WtE 6S7.. .... o c ...:.........:.........:..15 LF 12 St .. ...;..... .. .... .- :i2"W IE 67.5.,... .12'N.1E64.6.-t.... ....... ... . .. ... ...1... ..... ... .. .. .oo 11 . I >: a ;..... ,... ..? ........ .:....;O 4.7.Z:....... 2 E E 67.3 I.12�S-IE'64.8 eet- ....-.. .. ..... ... .. .. ...... .. . ... . ... ....... .. ... ... 1 .. ... .. .., ... ..... .... ..\\. .. .... I. _tY•ri IE : ..1.12'tY IE!837. ...._..... _ ..... .._.. __ _ .... ...... .. .. . ... .. ... .. . .. .. .... ...... ... .. ........!..... .... .. .. .. .... .. .. .... .... .. .... ... .. ....Rim a 6A96 .. .... . . . .. a ..... ,.... .. .......... .._.... ........ ........ . .. .. . . ... ............ .... .. ..... 26 VdVs r16.. ...... :Are"tiv/.:........ ........ 1 _ . t2 E IE 0266' ... ... ... ... ...... .. ....... ... .... ... .... .. -.. °d .... . ... I........... .... . ... .... .. JY ... .. ... .. t .. ... .-. .. _. .. Ta �,2'N�s 96� CL NW 2nd'Street ... .. .,. ... ... 1 .. :..�85.tM _._. .. ... .. ......... ._ ..... .. ._ ... ...................._._......__. : .. .. .....__... ....... ...... . .......... ..... ._. .. _.. _ .... ''__.._......... w .. _ ...... ...... ............. _ .. . . _. ....___. _ .... ... ... ..... ..... ... . .. ....... ....... -... o .. . .................:........ ..,.. .... -...... .. ...., ... .. ... . .. To1.B R \ :. gip.. : .: ... ......;.. . . ... . ....... . ... .. �. ... . .. . _ _ ... m ..... y 4 .-:....... ......... ....:.--.- .. .. .... ...... ..-. .... .. .. - ... :- 1 1 .. ._-...... ._ ... _. _... ........ -... ... .... .... ................ ............. ..... .. ............ L . ... .... S .... .. ... .. ... .. �� :reie€. ;. I....:.... ....;:.. . .. ..- k h' 1 ....... .............. ............... I%........... ..._................l..................: .............. -. .... .... .-... .... ...... .......... .... ,... :.. ...:......... .........;... ..... ....1.... .... ........:. .....:... .. wt aas Sfl' ..... .... .. Lxotie i�Ma ocznoh .. -.. . .,.. ..... -.. . --.... ... .... ... ....I. ... .....:'...:: ... . ... ... . .. ... .. ....- ..... - 1 a ti+� bet. 1-.. 9 Ol w 'I' -. .. .. Jf2. :.. EsplU .. .. . . _. ..._.._ v __ _.:.. __. ..._..... _. ._.. i .:..: .:_ ___. _. ti. _... ..__. _. t. _ .-.. .__ ._ 106 LF 12'storm a 12.55 s 33 6 12'storm: oak CHECKED FOR tirQMPLtANCE o _ _ _ 0;r:91 : TO CITY:$TANDARDS . f - I I c I _ PROFILE ALONG EX. 12" STORM LINE _ __ Dvfa__� ` UTILITY NOTE: + N q . TAYLOR AVE NW - THE CONTRACTOR SHAD:BE RESPONSIBLE FOR I.VWYM THE . - _Dote_- .- LOCATION'OUENSQN.AND DEPTH,of AU 0DS1iNO:UTIUTJES _pate---- WITHIN THE PROJECT, WHETHER SHOWN ON THESE PLANS OR NOT,: _: ---- - BY POTHOLHNO"NINE UTfUTE3 AND St1RVEliNC:1N .FIORIZONTAI RECOMMENDED I AND VERTICAL.LOCATION PRIOR TO'CONSTRUCTION. THE'UTilT1ES PROFILE FOR NW 2ND STREET. (South 132nd Street' -- SHOW ON THESE PLANS ARE BASED UPON THE UNVE)WED FOR APPROVAL: TIO . PUBLIC INFORNAvoN ANo ARE SUBJECT`to VAWAN. DISTORTED- STATIONS ALONG ROW-CENTERLINE. CONFLICTS SHOULD OCCUR, THE CONTRACTOR slut CONSMT GRADE ALONG CENTER OF ASPHALT R(IAD I BY -- ------ NiTH tTJE PROLffJECT ENGINEER TO RESOLVE ALL PROBLEMS o PRIOR TO PROCEEDING WITH CONSTRUCTION. _ SCALE HORz 1' 20' STORM U E PROJECT :nia= t I VERT. to - 5' e CITY OF E RNTON ' APPLICATION FOR SEWER SERVICE Date........... _........... ........��. _.. _...._..............._.........._...._........... 19....GC7 t _....... ._.... C make application for Sewer Service for the premises located at o. n - ....�'- Tv...__----•---_..... Addition n o ot-i�Fa....._...._-..._. .---......._---._.........._-- �L..C•F-.-. .A- --, Q:.... orproperty description: ....._ a S ................................_.........................................................._................................... The Sewer is !�bbe used for_... . . . ..._. ._ _ . !..._...._....._-_._.__.._.......----...._...._._._...._-.... purposes, i k and -._._._..-.w _....._...._...._..._ agree to pay the rates now or hereafter in effect for such service and comply with all the rules and regulations as set forth in Ordinance to be adopted regarding i the use of such service and the care of plumbing fixtures...... t Signed.............................................................................................................................---...._.. Sizeof Pipe_.. 6.....l............. _.__..._..... Kind............ C!v�r._1.....--._..._._._...._.._........._...._...._....__..................... y � — ........laid b .._...._..._......._._._._.....--- ---.. Sewer turned in . ..........._...- -= ._MIN... _. .............. 13 \ �o' Cvn/C . \-I STot4rt ORA iN v(2 1 I Is 3= D6w..i S�ci�h-5 I i i I i -- - �4 ceNd 6 K4 w G•O. — % 4� 6X4 wyt _ I�6xf.wig CO Pic�27a as u� cty Of Renton Mon �r 7& 32, flyn - - Brass Tack t NO Fou/7d rrR 2", 132nd : I i EXistinq Vaulf S�- `;' Rim. El. 56, AfW Znd Sf 1n v_ El, 3 7. 79 L ' Brass Tack Jet 200 777/- �:j C. Ex, �sr- l/isfa .4pfs. B. 12 ST. rT r \ `�- N ' � E Q ` Manhole 'o 1 csep- Detail 3, Shy: 2) f —Manhole #2 x455 Ufi if J Ec�serr�enf ' Q O RemaYe Lkkh e Base Consh-vcf Mew Lighf Base �' QC And Junctiarn Sox At Saufh EdS Of' Excovotion Area. Mcyfch ex, 53 0l4 BdGT fev`�. Girt of ,P fau st�nda�za' /ors ,Took,,Toi4;.7 70' RO.14 NOTE See "Record Of Survey " OF Portions 4,-` Lots 3, 4 5, ,block 30 Of Earlli7971o.,7 Acre Trc3cf�, 1<'1i79- Coul?ly, Wa. Made fay 4rrleft 417oF Assoc_ Dated 3/8/91 , Jab Alo, 911- 291. ->� !%2'x J%Z GONG,P TE ENCACIAIC7 RLA57/G 5EE S/t��- SEi✓E� CARD fVR- 70 4`.QlrC 1 _ RENTON AVE. J. a d < 1 4 ,� Top 5�5;7A. (to RENTON AVE Z+24:1 i I Gv 1. +Z2 to bc _� R•25' t 4- Z �N m U) Oj CITY OF RENTON io ENGINEERING DEPARTMENT 1 CO bTREFT IMPROVEMENT s 90 T-� AVE. ` 3�'gLOZ- E" 5. 129 Wit' &T TO RENTON AVE, DESIGNED_jCwA DATEJ2- 1 FILE NO.--_.— DRAWN r' ��r1',,, `l CHECKED SCALE ncl.o wdoK;LrAad"-� NO. I REVISION I BY I APPR. .DATE APPROVEO - S►1EET—.L"__OF cnr cwaiH�•e f Nw 2 "JvSr 1 Tay/o, Ay Nw S-21 If l/:DaAr IZ'oo �017- ZO De�7cfl h��/L O v-2a3o/ — f vfr Dy D 70P6gv AT F6, ��.1 v5rva7?►T7oN �) N L _F�--- EGE v MN / fits -- -- ---- - x - fi L I i +2y ll—� 7. PAI,— - - ctvj 514kE wnc K ' ZEoNk 2.S' N 1�-2 7t r' S f CALL 48 HOURS BEFORE YOU DIG 5 1=800=4241��55 r : , T�i 4< t 30130 i - } r 1 LVE,CU T INL ET, t as.. .... I E 65,62 I S P a L3 1 g { Adjust Location, fo ' LLJ a - r and Driveway Drai ale _ un i 4 ;f j r.. . Top 5 f dJve�Nut � OM -S s ! # 79.55' Power P !� Guam _ 2 o I r' < i • : t , 1OQ 2 N 89 14 14 ECD iID 1 �... _ M o A1'LBOX� " - - f x N I I t -�W—,- -- --� —W -�-=W—,_mow. -._-- = _,. 8 f W—�I W—i i M {y�•�)'J��`T� -.y. �. 00 �t. . + cv 'CD + .' 12 SD I' w , s' r > 12"SD . ._.F I ` 1`n 8"0 S 89'14'14"`W 2 6 7 a9 P Not Found) s•- _; ci Rebuilt Asphalt Curb Along Edg Form New-Asphalt Curb c o 0 r` C #4 CB#2 I tON#1 6 ( fit' n d r Around CB"(Yyp.) ` `t nitial St tin 0+0 Inaiall on ExI.-I # G -r-- --�G — —G 1 �. =+—c 4. TIP 1;AS , f i i R� }s ,r 1° f,✓`• y ,,r' "t t 7 V) ?t t; f� r,. r �' r ro r '1 r~" _w -• d ,f\ec DRIVEWkY t ",r rr` •r .p», .. Loc< L!;nknown s QO'" i / 130' ..�' 7'X7' ELEC VAULT Sidesewer --. f L 6„ Conc. ; 10 ' j l ' ! !� I f � �; _ .,F• � j � � .:fs`�f`�. .'j..r''�'(r ''j}..<''i r"r.,'f.'<`f..:�``,.• s.y'�rs,':',, � F S I � � �. � - � z ' , } -t r: f,r r r,✓r F t } r�> r 1 12'OSD I ( t Jet V'sts APts. ---{- ` L /01 !! J, _rj' a .,�''! j �,' ''J`. _'. t rn S I ( ) N 2-24"0 Conc. Culverts .' Abandoned I 70' i % CB#1 ? r Irr ! Rim 64.96 12"E IE: 62.66 __ O ; 12"N IE: 62.66 8"W IE: 63.66 i \ See Note 10 ' Concrete Casing i VIEW - 1"=20' co s Z 1 I U1 INLiN IUiN SUN IKULLINU bLNUHMARK. Lxisting Contour (callout converted to feet) 9 w W SEE.. SURFACE WATER SURVEY BOOK (DATED 10/96) ® Water Meter W Sanitary Side Sewer Location approximate CV 'a � a NOTE - CONTOUR INTERVAL IS 0.5 METERS (1. 4 feet). Y pp ELEVATIONS HAVE BEEN CONVERTED TO FEET. -n- Existing Sanitary Sewer Main CV CB#1 ELEVATIONS CONVERTED TO NAVD '1968. -W- Existing Water Main --- Existing ;Stormwater Pipe 3 New Stormwater Pipe Cq Existing Utility Lines - - Right of Way ,Boundry 7 ---Centerline f Right f Way ' © Storm Drain Manhole #`04 r 0 Storm Drain Catch Basin yr` I, i ry Manhole ! U f. Santa Sewer • " ` W W 1..L N ...,,._..�........._......_..�. ...... t =i IL'L a' e CD r i CD Ln CD r' 6 F FND. ALUM 4�qp 11(10 3; s Line" °'Lo80�,tior, No"t. known 9 5 ; 8"o Dr To of Valve N 't �- w r 1�. - ~�`�v�-� == o-"'., �- 8"0 D1—/�'p i j+ �✓` P -P8" —w 4v-- per- — �-�y --f- — �; 8_� " f 1 - N W' L NOTES: 4 WA o - Q,_ g US We r a� v 1. All Type %2 CB's Shall e S t �` r , iNav olio Loci F t '� f o k n. Ltds,' �b 10. s -" Four 4"''plastic duct i `� Y 2. Type 1 CB Profiles.` Are Along Pie Lies. '` ���L) p� encased in 1 1/2' x 1 1/2'conc � - E 3 All CB Grates S1bgll Be> Set 0.1 e6t Beldw N3� Northern extefit not known. F` ' -i a Adjacent Groundeve1' r ��" ,' Adjust.; CB's T 4. Field Adj Type 1 o Loc 'te At' Lo w Points, In Flow Lines, And To Clear axis, in'g Utilities. �p 5. ASPHALT E L RESORATION: Use Type of 'Trench Patch ' } (City .Detail H032A) For All Areas m S= 3 ` '•`:` j , ;l' i r •f r .F r`J v 1£^ g. Maint in Minimum 12 r QN o inim Inch VeriiC I Separation Between v 12 Inch Water Main And Storrnw ter Pipe Where Possibfe. =`� C Q' Contractor shall identify arty set ration less than 12"�� v' - for, review byCity. l r. r t , 7. Minimum ,6 in h orizontal sepa ation between CB s F r � and Gas `Lme' z �' r• , ,� r ; ' l r 8. Contractor,shall restore all land - wiping, surfacing, ;` i z / and structures disturbed by construction.4 Q l y 0 9. Waterline Location Approximate ti o (based on W-403 water plan overlay) p , ............................. PLAN VIEW - 1 =20 ..._.............................................................................. ................._............................... .... .... , CITY OF RENTON :CONTROLLING' BENCHMARK ' S�E SURFACE WATER 'SURVEY. BOOK (DATED 1C�96) it NOTE:,:,CONTQ.Ua LINE INTERVAL IS 0.5 METER"S; CALL' OUT ELEVAMNS HAVE BEEN GONVfrRTE TO FEET.' F ELEVATION rCALL,:'OUTS FOR CB 1 HAVE BEEN CONVERTED TO W/D 1988 CALF 48 FOURS r 20 Q 20' / BEFORE ' YOU DIG x , Scale' � f� ,Feet -... _� ... .,l �� �1-800-42!�- 555►� � f . f "'� ":.. '-�f 1 1 ;; :" r , s' ! f lr 1' a i3 £• f �yi r , �a 3 q• I i f ' f s f , i : r ti < - S ,t , i L s x y ✓r 3 s + ,t 4' :n Jr v. : JY« v' K , w i r ,lf • i : + : # } 3 a a = .d' r,. { r' S- .i/1.l' r(,':'L..C�3„!.=•tl .� FF f. .r'. .<._.,..._...... .+....:..„.<. ___....b......-... ,/ r' s s j °tf+ .''° .✓ •�" i •<•<.C.__...+.....-...s�....<....`,...�,e ,»•..,.,•ram: r� - r, , -, ' i ( i j { :` ''`_�>y"`r da' �J /,� i < � 'J j t , } � � 1• � � j� act � s+ c y. ' t+ # ` i f• "tom �: r ./ G •__ ..-. .....,, i�....._ � - � i• `' E 1.� , i } { f r r t 8>,� DI __rt y t� , 8 0 01 r 4 — 8»0 s T— `" 8"� �` s —DI— 0 1) NQTES: `' ;•t ,1 •�i 5t ` ' � � i ; E �'� � j` ,",, �-r ,ram � .,' - � ��r t r r ,Ji t ,! ''F 0 Y- X Z, r, 1. ill \\Ty e t 613't §h�li HIcivo 3 'lad 'Locking t S� ; g Lids. 2, Ty�ie ,1 teB-NPr`bfils' i�r ;Aland ;Ripe Limes, s �' "� f' s f i s r,t +\ � t, '...... �, .. 1,..:... 1 , r'r J'' r"' S."' �,,.' /' � 3. All `1q6 Grates $hgll B Set b.11 Feet E�eli�w ��` I-s s,' � f:�.� r'` 11" '� ,� °r , fJ, � ' i = t A` j t curid lLevel' i _{ ._ ; - '' ,f r cent Gr S Q 3 �. f; r Kki fj /` i f rt r6r tl %t i SS gg. 4. Flefd Ad just; hype i7 .s tgocate At, Lvw Pint, In Flbw Lrr� s Arido Clbbr, xlsting >ljtil>ities. s 9r Wadrlita '?^Ic<ition ` pproximgfe <` , ASPHALT' F� 'Sfi0 T� Use 'Tj ical Trench P i (b�aserd orr W-403 s—bulb f I r�cege (fiver ay-�J 5x ' � � RA ,Cj s , ,yR n atch/,(City bet011 `b . H032A For;``AII A e,ri] 3 t i 3r i ! j° ° ! •t J;4 i' + , i s{, ., :fir JP. °+ 6 'Mgir ajh Minjmu.in� ,-2 rych :V4rtical S aration I3etwee� r• / �P i r f t2,1r},dl illfgtee,lVlEii.A/A `Siormwater "Pipe Where Possible. Corxfmct'o th011j id6nt fy any separation lets Elhac� 12'� fo fev'iew by Cit`Y, Ft F V t• It 7 1' - \ + .i �f } C.,7./Mmmurl !6 'r�ch hor'iz nkal separation ' Ond,'Ga$ Liyie. , E ,f8. 'Cenlr6ctor iholl °re(s to r4b `all,' landscaping, urfa i idnd structures :distur `ed by construction. 01 n KI XAMAI "_�n� LEGEND: Contour (callout converted to fee 1:�S Existing Con t) OT Water Meter te e Sewer Location approxtrna • Sanitary "Sid Disting S6nitary Sewer Main • rxist�jhg/Water Main Exisflng Stormwater Pipe kD-'D Ne SAormwater Pipe E,-'xisti6g Utility Lines 1-4 30' Right of Way Boundry A0, ight of Way L-4-4--Cehterline of. R CJLVERT INLET -77 IE 65.62 Drain 14,ophole 11-Basin �-kpqnl Drain 06 Gr dy Sewdr. Manhole IL X Li Th 79.55 6' J 1 f N 8 ) 7 7 914'14 E C 01 i MNLB KES 4- 8 W— f R S 99-14'14 W 6 R�ALC P S TI 125 186' nT ....... (NOT Ou 0--- T IP-6AS 7, G 6 DRIVEWAY 10 /* J ipo' 130", 7'X7' ELEC VAULT M7, Jr 12"OSD tr 'e t SD- -SD- -7 N1 01� 0 2-24" CONT CULVEqTS - ABANDONED CB#1 TOP:64,96 ' 12"E IE: 70 12"N IE:62.66 8"W I E:6 3.66 ® Water Me er __Sanitary ; Jcle Sewer ;Location approximate —ss— Existing anitary Sewer Main —w— Existing titer Main - - Existing tarmwater Pipe New Stor water" Pipe rr -____-__Exisfiirig tiIity Limes + — — Right; of Way Boundry oeriterlin of 'Right of, Way ❑ 5torfi�t D ain; Manhole 0 $torrh "D am Catch Basin` ` Manhole - Sanitary Sawer Mari e t i t 3 y r' r n ,J : t <. i • S �r ; i s I ,n r" ,i o^ f r :, r , . y _ r , Y F r r r{ e' t' 1 Y ` r ' : 3v - , ti , i f F ' t r i a 0 Di w �v •mow y w._—..T W— , , s , a < ,r , i + , J i fr { , e ?AH , , f A' f � 4 r • � t r i { ' e J 7f 0901 i'i< r, I 1 7 t tir '{ i .. { r �` f• fr it J �' , ' r i r s l r r , s i i , f > s r 1 t , J < 1"=20' 2 ...................................................................................................r................ ...............r................................................................._........................................... . .......................................................................................... M 03 cn Q Z CITY OF.'RENTON CONTROLLING BENCHMARK co o SEE SURFACE WATER SURVEY BOOK (DATED 10/96) N _ NOTE: CONTOUR LINE INTERVAL IS 0.5 METERS; a CALL OUT ELEVATIONS HAVE BEEN CONVERTED TO FEET.. >' hr ELEVATION CALL OUTS FOR CB #1 HAVE BEEN CONVERTED T NAVD T988' CALL 48 HOURS N 0 0 20 YOU DIG r BEFORE:" a , Scale" in Feet co - r T-800=424*5555 C) r W7) W _ M W 0 CD i/ < ' r i f i _ Of too- ....v.. N L-Lj r i _sue -...,.,..�.....-.....,a..<............... _ ............._ .„�`. s. .. , ., Z Z N _ r' 1 s s' - f N _ ' r J r,. � f ` Z D a i O Y AEUM. 3. r ' f, F FN (n _. ,..,, .._,._,._.. .._.._.. _.... f s m , l a r , r r r' i r , y ,. .,.....�................K.....,,.......:Y,ti�..._...-..--r�..._,..........�.,.....:..,..,�,.,.......�<......K-..............✓.,.:.:..,,.. .. ,.....,.,. .... ...._:.::. ,...:.Y..rya. ... .,.,.. <, w w— W —� / 0 1. All Type 2 CB's Shp ll Piave` Sold Locking, Luis` t^. r i fr 2. Type 1,/CB ProNes Abe 'Along F, ipei Lines. ' `✓ _ , 3. AllBf Gratedholl:` Set 0.1' Feet Below i Adjacent Ground' o E �+ 4: 'Field Adjust Type`'1f'CB's To kcdate,At La ov Points, 46 w In Flow Line`, And ITo Clear Exrst4irIg litilit'ies• 9. Waterline' "ocation approxima :3 Tr (based `Gory W-403 as—built age overlay),i H w 5. ASP HALT,R� ION: UserTyp ctal,STORATench Patch (City Detail11' H032A) For Al Areas. y' - s ; 6• Mttintclitl Minimum` 12 Inch Vert colt Separation Between ° MD L 12 In6h Water; Main And Stor' atec Pipe Where Possible. N 'Contractor shall identify any;s partition less than 12 , .�� for, revidw by Citr _. ..... _.... {7. Minimum 6l Inpi 'horizontal Sep r'atipn between C.B.'s and Gas Line. f � z r i 8. Contra.btor/shall restore ;all% Idn �6dping, surfacing, and structures disturbed, try c nstruction. f -- m <, t Z � PLAN VIEW - t_-_..._I �] F_, 1 1 DAILY INSPECTIQN DIARY REPORT 00 ��vCQQ- DA1 WORK PERIOD: ✓a.m./} •4Y t° P.m Q TE: t , HER: GL�v� TEMP. MAX N -F MIN .57 °F PRECIPITATION: ACCOMPLISHED TODAY: 2 ,yt G :G C) U t ✓f INS ECTOR I ATURE ' CONTRACTOR SIGNATURE DATE: _--- --- c-. I A 1_ j i DAILY INSPECTION DIARY rr � '� REPORT DAY: 6 DATE: �/g /Q WORK PERIOD: �a.m.�-ter- to3 6-4"/P.m. F-r WEATHER:C TEMP. MAX� OF MIN 36 °F PRECIPITATION:OC.4�„ 'D VAQU-�V 2 WORK ACCOMPLISHE TODAY: -rl a _(�'rl 1.1 �� ►�,� =`�' `l�l fb _l E_SI-� � --V.1; IZ" S �7 ( ; I F-7Z i �- I J-� - CONTRACTOR SIGNATURE INSPECTOR I ATUREV {, DATE: CITY OF RENTON FAX TRANSMITTAL Dept. of Planning / Building / Public Works 1055 S Grady Way Date: 12 / 09 / 99 Renton, WA 98055 Number of Pages (include. cover) �( TO: Frank Forest - US West From: Daniel Carey - Surface Water Utility FAX # (253) 872-5434 FAX# (425) 430-7241 Phone # (206) 345-2968 Phone # (425) 430-7293 Subject: NW 2nd Street - Utility Conflict with US West Concrete Casing Hi Frank, Attached are the diagrams of the project location and new 12-inch stormline that is being installed. King County crews are doing the work. John Davis is the construction supervisor, his mobile phone # 206-409-1644. He started today and found the US West concrete casing in the way of the new stormwater pipe. He hasn't been able to get a representative from US West to the site to check it out. I suspect this is the same concrete casing that we encountered about 6 years ago doing the Jet Vista project about 150 feet south of there. If I remember right there were 4 empty ducts in the concrete casing. Please check into the situation and see what you can do to resolve the utility conflict. I prefer not to place the new stormwater pipe above the casing because there will be less than 12 inches of cover. Your idea of cutting through the concrete casing and ducts, installing the stormwater pipe, then having US West rebuild the ducts above the pipe would probably work. Please call John Davis directly and let him know what he can do. If needed please send a US West representative on the site on Thursday morning. Let me know what you can come up with. Thanks, Daniel >0 CL ' Alto -� AIRPORT VVY N .5 4�e,—,+ E== S 132nd 7� ^ / 65.62 Teleq�ion'e Box 00 77 — W—"w* xalt Cu, 21 )nitial S ti 0+ -- ' - / ? \ � DRIVEwAy VAULT T / / / / OSD ^ ' / { \ / | \ ' > \^m Conc. �u|ve,to Jnned � | 70' � \ / CB#1 Rim 64.96 ---- � ' � � lZ^E |E�� 62.66 \ � } 12^N |E: 62�05 8 . vv |E� S� �� { PLAN VIEW - 1 W=20' .......................................................................................................................................... ......................... ................................►............................... .................................. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . tB#3A Inlet . . . . . clap . . . . . . . . . . . . . . . . . . . . . . . . . . Vaned -Grate . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .5 . . . W ............. ....ini..0 '71 - . . . . . . .. ... .......................... ......................... ...... ............ ............................................................. . . . . . . . . . . .8 S. IE.69;6 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ................................................................. . ......... .... ........ ................................................................. . . . . . . . . . . . . . . . . . . . . . . : . . .1. ............ ................................ 7Q-.: . . . . . . . . . . . . . . . . . .5 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . IT.GF.0.. .................... O. 2.0-Z . . . . . . . . . . . . . . . . . . : . . . . . 8. . . . . . . . . . imam-Separation-from 8!W . . . . . . . . . . . :be' ih. . . . . . . . . . . . . . . . . . . . . . . . . . . . P . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . r 'et '8'W . . . . Est . . . . . . . . . . . . . . . . . . . . . . . . . %nwite.' P�d' 6v . . . . . . . . . . . . . . . . . . . ................................ . . ............ ...........*................................................................................................................................................... ... . . . . .Profile Along Center. 2 41D. . . . . ..: . . .. . . . . . . . . . . . . . . . . f'Asp6alt'Street . . . Type.Solid . . . . . . . . . . . . . . . . . . . . . . :Vaned Grate -CB12 L ng Lid. . . . . . . . . . . :�/...... Rim- -EL-70.9- . . . .Rim EL 67.2. . . . . ....... ....... ..... ... ...................... ...... . ............................ ................... . . . . . . . . . . . . . . . . . . . . . . ....... . . . . . . . . . . . . . . . . . . . .. . . . . . :1*2r '-E-' IE-6.7.3. .... 1.2..`....S....-.I.E. :6.4.....5..-. .e...s..t....- . . i. NIE. W It617 ..... .... ................. ... . . . . . . . . . . . . . . . . .. ............... . . . . . . ........... ................................ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . - Top-of-Volve Nut . . . . 26 . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .............. .... ...... ........... 2 .................................. ...... ...............CL Taylor.Ave NW................................... .1... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ... ... ... ... ... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ................................ ...................... ........ .... ............ ....... ..................................................... ............ .................................. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ............ ..... .... . ..... ........... .... ......... ................... .... ...... ............. 7. . . . . . . . . . . . . . . . . . . . . . . : �... . . . . . . . . . . . . . . . . . . . . . . . . . . . . a . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . .. ............................................ ........ ....................... ...... ... ............................................. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ... . . 6 . ............ -Tele.: Ca IJ+1 . . . . . . . . . . . . . . . . . . . . . . . : . . , , -Depth. . . . . . . . . . . . . . . . . . . . . . . . . . . : . . . :all.DI W . . . . . . . . . . . . . ................... .................. ............................ ... .N: .ortfi. -of-N:ew M... . .. . . . . . . . . . . . . . . . . . . . . . . . . . A* * Uepth, Ek. . . . . . . . ......................... ........................ .... .................. .....• .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . SD . . . . . . . . . . . . . 12" . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . : Est.................:...: ......................... ................................ .......... ...................................... ..................................... . .................................. ................................ Aoirrn-0 -12.55 Z . . . . . . . . . . . . . . . . . . '33,LIF 120 Stdrrh: . . . . . . . . . ................. ......... . .................................. ...... .................. ................ .................. . . . . . . . ... . . . . . . . . . .. . . .............................................. . . .. . . .. . . .. . ......................... ................................ .................................... . . .. . . .. . . .............................. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .CO . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . .. . . . . . . . . .+ . . . . . . . . . . . . . . . . . . . . . . . . . . . ..... ...... ................. ................ram................. ... .................... . ................. .............. . . ................. . .................. . . . . . .. . . . . . . . . ... . . . . . . . ............ ......................................... ......... .. ................ ............................................................................................. . . . . . . . . . . . . . . ... ................................ T R.E E T S 66 t' h' 13.2 n, d �S 66 f . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ALONG. R.O.W. ......................................... ....................................... .................... OAD . . . . . . . . . . .A P . . . . . N,Q* C' ,E* N' ,T, E, R 0 r 8' H'A L T 'R' . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . SCALE: HORZ. 1" = 201 VERT. 1 W = 5P P 9 �- � ���� � � �m ��� ti�Y o City of Renton G PLANNING/BUILDING/ PUBLIC WORKS DEPARTMENT Utility Systems - Fifth Floor 1055 South Grady Way Date: 12/01/99 Renton, WA 98055 TO: Rick Schwartz FROM: Mike Dotson Phone: (206) 296-8178 Phone: (425) 430-7392 Fax Phone: (206) gsl y Fax Phone: (425) 430-7241 SUBJECT: Traffic Control Plan I Number of pages including cover sheet " REMARKS: ❑ Original to ❑ Urgent ® Reply ❑ Please Z For your be mailed ASAP Comment review Rick, 5 Please review the attached traffic control plan. 14L4t �r � -an&fax it back— If you have any questions please call me at 425-430-7392. Thanks, Mike Dotson Ahead of the curve CITY OF RENTON MEMORANDUM DATE: December 1, 1999 TO: Jun Aesquivel FROM: Mike Dotson/}�j✓�" SUBJECT: Traffic Control Plan Review - NW 2"d Street Storm Line Please review the attached traffic control plan. This project will be done on a very low traffic volume residential street. There will be limited access during the construction phase. King County road crews will be performing the construction. See also the attached construction plan sheet. If you have any questions please let me know. Thanks. cc: Ron Straka DocumenWrndd P CITY OF RENTON TRANSPORTATION SYSTEMS—TRAFFIC OPERATIONS TRAFFIC CONTROL PLAN CONSTRUCTION COMPANY: i•1 Ly�9,1 c:�: s ��� �r'_���r'� APPL. DATE: ADDRESS: PERMIT 1: PHONE If: (2c'L,) -L( - LLi" i CONSTRUCTION SUPERINTENDENT: I w, - )c �''S MOB./CEL. 4c9 /E � PROJECT LOCATION: '''W i 1—A N/E/S/W OF: FAX : (11�6-) 4L; �? WORK TIME: 'r 0:.M APPROVED BY: WORK DATE: APPROVAL DATE: NOTES: 1) CALL 911 (USING LOCAL PHONE) OR (253) 852-2121 (USING CELL PHONE), FIRE & POLICE DEPARTMENTS BEFORE ANY CLOSURE. 2) CALL METRO TRANSIT CONTROL CENTER AT (206) 684-2732 AT LEAST TWENTY—FOUR (24) HOURS BEFORE ANY STREET OR LANE CLOSURE AND 30 MINUTES BEFORE THE ACTUAL CLOSURE. 3) THIS PLAN MUST BE SUBMITTED AT LEAST THREE (3) WORKING DAYS PRIOR TO WORK. 4) APPROVED TRAFFIC CONTROL PLAN MUST BE AT-WORK SITE DURING WORK HOURS. COMMENTS' Iv'1 ��rP� T r.Nl// uF /�f<t,/Ilrli/lF'�1 `-T)/�C /Ci,1 r- ✓L / /cl �[� %_ ;-7G.� :1f i;-� !J/`i,-7 /1; —z 17t'c,.c'e��ri�f. SKETCH NORTH #207 IQ NW 2n d Street � z 0 >, a') > Q Jet vsts Apts. #201 I have been informed of my responsibilities for traffic control and OFFICE COPY T- CTOR a agree to comply with all traffic regulations of the City of Renton. INSPECTOR g P Y 9 Y INSPECTOR NEII_ WATTS/ SIGNATURE: DATE: POUCE OENNIS GERBER FIRE CHUCK HUFFY t L;Li,L j CALL 48 HOURS M C111 t11 REN 1_-N 't NiRfjLLING BENCHMARK. Ex,sling t.t:ntarr L �Itut .Fled n c ITT Wa to M 1 r nr 4 SEE SIIRT A:'.E WATER Sl1RVE BOGti (GATED 1 i!)6). t r de Sewer L-t n le ii NOTE CONTOUR INTERVAL 0.5 METERS (1.6 feet). Y �pPr�"n,n BEFORE YOU DIG j N n ii 6 ELEVATIONS HAVE BEEN CONVERTED TO FEET. -f-Existing Sanitary Sewer main t• CB,yi ELEVATIONS CONVERTED TO NAVD 1988. -•-Existing.Water Mom --r 1-800-424-5555 r<y Existing Stormwoter Pipe -New Stormwaler.Pipe `3 zo o zo `- --Existing Utility tines I �_ N ---Right of Way Boundry I I30' I scot. n Feet Centerline of Right of Way ® Storm Drain Manhole Cut. t Ia1.1 ! :❑ Storm Drain:Cbtch Basin : 1 65.62-\ I 1 © .Sanitary.Sewer:Manhole CB/4A -" I I I if_ � I I . dam. Add^st Location rfo 8 W I ;,_ d D ve y D a 9e W _ ,;r 0 _ Tc. �_..0 a :,:id Tap o/ d Nul_Ui I 50.00" 79.55' .. x 100.29' -25" 26= eF I I � ✓R Appx., t Appr.�® N 89'14'11"E .1•G., - CB■3A .9 Q W MAILErOxES O Z Z w: - 04 o + t i 3 CBe6. m AP t + 0 12'SD �12`SD 8 0t CBMS Z 1 _ --I - - - = _ T N • I r I _ }- 9'14 4'W ` '.2CBp3 -_. _ CFIM4 RebuYt spInN tYrrb Along .-. Fdr1rl Npw-IliphaR Curb "MON#17 (Q c.Po4ition Not Found) Possible Gas Llne, Locptlon Unk, ,_..-..._-.,---- cBi2: .a t 1 5T IP ArauM-G9'(Typ. Install on E.,1,7" ti$ 040D -Tap at Voles:Nut-29' .... S z , GAS _ 4 I Form New Asphalt Cork' CB66A - . 132n,d Ave. " �} / . 2n �. Street j1� .�,+..�fs- EB Appic.. `.. Mond C8 it);, 11 d ■Dla_yJ • -Y} •�+- w�--_. l QL_ ��, ,� :_� -'^' _.� p 1. _ _ - _ DRIVEWAY I `I ai ' IR iAppz. Large Teees Ag x,'3'-s 00"Atpbd! : - ® A - la_ .L.ra.'n \� I'I; ' t : PPk� - U I I 1N3 DI � NOTES: A881`t 1 �_ J Coon City�fi-Re�ton- ' : •1p0' :� 30 , - 7'X7'EL"'FAULT, 1 SxMaewar ----I I Y 11 o a 1. All Type CB's:57a11:'Have Soli LoQkipq.kids' 10. USy West - Four 4, rplastic duc$1 f y _ 6"G:na dY •`� jl o s 1 1 ob .'�encosed in 1 1/2%x 1 1/2'con - -r- --Y" % 2. Type:. CB Pcofde5 Are Along P e Dines. hero extent-not known. 'FZ.z s Northern e I Q �'E 3. AN<•CB Grates $hall,fde Set 0.1'Feet Below ; - - i'1 Q o 9. Waterline LoCatlon Approximate _ �.. -k'j s>� 3$ :ABjacent Grdutid:Le4e1. l (based on W_-403 water plan o"erlay) :�:� �`z aui 4. Field Adjust Type,'1-CB's Tolo ate At toW Points, W as In Flow Lines An{l To Clear'Exi tiny,Utilities. w a 2-24•o Cooc.C.1-t- U 0 5. ASPHALT RESQRATIbN: Use•Typ,al Trench Patch Abandoned '{ I ,JO. 111 v (C ty.Detdil H032A),`For All Area . - !! II - 'E I' �r �E 6. Mointpm Mlntmum112 Inch Verb 61,Separation Between + - CB#1 :'12 Inch Water.Math And Storm oter Pipe Where Possible. ...___.-. _.. Rim 64.96 ',Q - is 1;j Coptractor shall identify any se dration less than 12": - -- \ ■ ■ ■ 12'E IE: 6266 !t _ - o u for review by City. f z I - a. -__C i Y L I m I ts 8 W IE. 63.66 7. M'inlrnum•6 in8h horizontal sep ration between CB's ` -."' jj__ . T II 12•N IE. 6266 I� end:Gas Lin,:. � - � � -- _ ^See Note 10 jLi 8,,�Contractor shall restore all Idn,scbping, surfacing, < _ c__t.Cas'n9 and structures disturbed'b)i construction. PLAN VIEW - 1w-20r _ CBM4A I let CE1p4 Inlet :. CB13A Inkt CB13 Std.Gr t Vaned Grate Voned Grate - R■n EL 84 2 EL 114.4 Rkn EL 71.5 '- u'SAE 81.7� 12'W 1E.-81.0 e' o ygd : _. I : CBµ t2 E IE 80.8 - �5 9 ST .. ... - ..: ..... 70 55 ...... :... .... ....... -::I ...: ::::. Separation itom S.w_ .. .... -..... .:... ... _ 6PIan � 8•W W ...a: Ensal t�Pod EIMx 8'W- 'l�(12,1ypa.2:48 ...... ............... ............. .. .._....... .. ._.._.. .__._.... r ... ... ... ....:........ ::......... ......... .........:.. 1 .... ......... .... .... ... .... ....\ Profile 14bnq Cents GB 3 7 1L 'CB/2 Type 2 4B.... .... .... ..- ..-.... RI. N,E'646'e§t :.:. .. ... ..-... .... g ....... ......... .........:.........:..✓r 0 W..:.. ... I.. :. . .:Asphalt. !.Yan:d kal ..Solid Lxkk,9 Ltd.... - .... ... .::: .... ... ...... \ u ..::;...... . II!GM... ..... ............. .. \ dt .. .... ... ... �12'S IE.64.5 esL ....... .. ............ rn s ..... ...: :........:..EIIt.....:.... ..... .... Rim' EL 704 Rho-EL G7.2 .. ........ ......... ... .. .... ...12"W IE'63:T- ..... ...... .... Op faL r { V�'... Street \ � ... ............. .:......... ........... ........... ............_... ........._.. ...... ... .......... .,...... ....... .. .. .,.. ......� .. ... 1.2�.W IE.6Y.S;...� ..12T N.fE!fi4.6.eiL... .. - ..... ... .. .... -.... - .... o a i......... ... .._:... .... ..15 LF 12:Sto. ::.:. :::::: ::. :::.I.. ... .... ...... ... "{IE 67:3:' ..I'12'S'IE64.5 at... .... .. ...... .. .. ..... o a .... - .. .. .. .... ... ....... ... .... .. ....................... _......__ O47 S --:.....:' ......'......... 1....: ... i12TN IE :. :::1:11".V IE!63.7..... .... _....... ..-. .. .:......-. ..._.. ....... _.. __ _ _.. ...... .. ... ... - ...: :. :..... Top a7Ygikw ltuiIF ....:........ .:......... ............................ ........ .......... .. __ .__. ..-. r.T.)4oc:Axe ._. _..-.. _... 2'N At 6�.6675_ _ SE 13,6j; Lt5NW W _............. _...._.. ........... .. ........._... ..... ....... _ ........ ..._..... .. .. .. - '�. - ... - I ""' a W y Connec Ex6tt 1 ` 1 1 tn 55 lifting iT ..... 1 ... ...... ..... -- ... .... .... Vert,of MO'(SLT' \Lklk.- .. Laatt?r1 ApRroxxnote-- • �.~ 8"tx w 04yi+ 0,4 1 I I t o unl CHECKED FOR COMPLIANCE 106 U t 2'Storms 12.55 z 33 lF 12"Storm 0 1G.9,s TO CITY STANDARDS PROFILE ALONG EX. 12" STORM LINE -------- pate---- UTILITY NOTE: N o o Date--- THE CONTRACTOR NOTE: BE RESPONSIBLE FOR ti£RNFTINO THE TAYLOR AVE NW ___--- -----------Date---- LOCAMON,OIMENSNON, AND DEPTH OF ALL E7 I NG UTrUMS IWTHNN THE PRO.£CT WHETHER SHOWN ON THESE FLANS OR NOT. er POTHOuNG THE uTlunES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR To CONSTRUCTM. THE UTIU1 E8 PROFILE FOR NW 2ND STREET South 132nd Street) RECOMMENDED FOR APPROVAL SHOWN ON THESE PLANS ARE BASED UPON THE UNIVERFIED'- DISTORTED- STATIONS ALONG ROW CENTERLINE, -. PWLIC WORMA71ON AND ARE"JE NE CT TO VAMAIION. CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT GRADE ALONG CENTER OF ASPHALT ROAD BY --------- Will THE PROJECT ENGINEER TO RESOLVE ALL PROBLEMS NW 2ND STREET 1 o TO PROCEEDING WTH CONSTRUCIM. SCALE HORZ. 1' - 20' z VERT. t' - 5' STORM UNE PROJECT I J J J uo• l,) Cl T Y OF REN Tor,j PBPW 425 430 7241 P.02/05 CITY OF RENTON FTRANSPORTATION SYSTEM - TRAFFIC OPERATIONS TRAFFIC CONTROL PLAN CONS WCUOK COMPANY: k n oa r ' !PZc�l 3r1d,m APPL DATE: ADDPJ=: _ PERlar 1: � l(^L/3'L,,ir)r..� �1�/w ITl S �/` d ✓�J` __ PHONB1; 2Q 2-S MONSTRUMON SUPTIINTE T MOB./CET- f: ob) 40~ 6 PROMM LOCAITON, #W z2a . a i 7A N/E/S/11 OF: FAX /: OZ) 2ik-25/'f IVRK TMI �hm n-E ao APPROVED air_ J u t� A e.s Z(_„vE t_ _ WORK DATE: ?eZQ-r,1-J-3 APPROVAL DAT'16: NOTES: t) CAII III (USM0 L4CA.L POONE) OR (263) 652-21Z1 (USING CZU PHONE). FIRE do POLICE DEPARYiMI M BRPORE ANY CIASORE. Z) CALL IaTRO TRANSIT CONTROL CENTER AT (206) 664-2732 AT LEAST T WEM1`-FOUR (24) HOURS BEFORE ANY YMEET OR LANE CLOSURE AND 30 10;UTF.S BEFORE THE ACTUAL CIASIIRE. 3) TMS PLAN WjV BE Gn n - D AT LEAST TMzEE (3) WORXVG DAYS PRIOR TO WORK. 4) APPROVED T'RMW CONTROL PLAN M= BE AT FORK SITE DURING WORK HOURS_ COXIGSN'TS: _ /l/p A Oev r .76, 4,Z -Alp • L14& C'�.tc..�`"���� 'S, Q� �r� �.n .�- •- Sion ,r 4�1� �'Di1 �- /S.0 tz.►c ?ate 'tt2��Flc �-oN t� sµti�� l�E NORTH IN E WIT► M�.n�uti` � V►�e�oazM i� �. �t ct�►�Trzol_ X>E�,ICeS 'C MU v tNvieZ N207 a� I NW 2nd Street i >1 a� is( VFsts Apt%. 0201 I hove been informed of my responsiblitier. for traffic control and °H OOPY r- agree to c ly with r�ffic r s of the City of Renton. O0N roa N� N37 Iqq cG, Fou at: Ms SIGNATURE: DATE. �-' _. _1-- ,,,� Dec-Oa-99 07 : 59A 1.I 1 0 F REN TON P g FW 4?5 4:R ^24 1 F.02. 02 representing 6,v- 00 agree to comply with all traffic regulations of the City of Remo I shall prepare a traffic control plan and obtain City approval of that plan. That plan shall be implemented for all street and lane closures, and the plan shall be performed in compliance with the Manual on Uniform Traffic Conn-ol Devices. I shall notify emer;ency sexvices twenty-four (24) hours before any street or lane closures. I understand any lane or seer closures not in conformaaca with the approved traffic control plan and/or without notification of emergency services may result in my receiving a citation for violation of R.C.W. 47,36.200 through 47.36,220, 9A.36.050 Reckless Endangerment, and other applicable State and City cedes. I certify I am responsible for the, project and the responsible party to be cited for violation of R-C.W. 47.36.200 through 47.36.220 or 9A.36.050 Recidess Endangerment, and other spplicable State and City codes. NAME_��C-IL �U/�CcJCQ Z D.O.B.: z 1(j l SS#: s'36 Sb `3/6<�' HOME ADDRESS: SU?"v►%e� WORK ADDRESS: _I r w 't WORK PHONE:>✓ �C� L0y HO"V'M PTIONE: 25 S6 Z ��f�to COLOR EYES � WEIGHT:22y HEIGHT: 6 Z COLOR HAIR 2`_'i WASHINGTON STATE DRIVERS LICENSE NUMBER: �Et )�i2 h:ldtvim o n,�kra napar.u�bpen�io�traLco n1 Fines �ogee Qa aye V �e r° Fa o� Qr Fa TOTAL. P.02 NOTES END 'ROAD WORK x 1. Floodlights shall be provided to mark flogger stations at night. 00 G20-2o 2. If entire work area is visible from one station, one flogger may be used, otherwise two floggers and signing will be required each direction. %Op 3. Sign sequence is the some for both directions of travel. xo 4. See Buffer Data Table. Use of buffer vehicle is recommended, �O it may be a work vehicle. If buffer vehicle is used, minimum \ ° from end of toper to work area shall be total of "R" (roll ahead c distance) plus length of vehicle, plus "B" (buffer space). If buffer xe ° I vehicle is not used, minimum distance shall be "B". �Ee o / OPT x¢a 5. Steady burning warning lights (Type C. MUTCD) should be used to mark chonnelizing devices at night as needed. X. Y ��ee 6. Either reverse cone toper or sign G20-2o may be used to show end of work area. W20-7o BUFFER DATA 41 6f PREPARED Buffer Space TO Speed (MPH) 25 30 35 40 5STOP 5 6 W20-BO1 B (FT) 5585120724 0I 35 41485(Optional) Buffer Vehicle Roll Ahead Distance r./ ONE LANE A Yard Dump Truck Stationary 1 } ROAD 24,000 LBS Operatio 0 earot on j AHEAD D B (FT) 100 175 k� W20-4 CHANNELIZING Roll Ahead Stopping Distance Assumes DEVICE SPACING (FT) 65 MPH Speed and Dry Pavement MPH I Toper Tangent 50/65 40 80 SIGN SPACING TABLE ROAD 35/45 30 60 Roadway Type I Speed x ` WORK 150C'i 1� AHEAD 1pI //a /� pp 25/30 I 20 40 Freeways and 55/65 MPH (or cs W O L� �"�Q L� Expressways per l�IMII M nn Rural Roads 45/55 MPH. 500't � 21 4 Q�LS UV� 1! USE E LEGEND Urban Arteriole 35/40 MPH 350"' o a a Chonnelizing Devices Urban StreetsRes TRAFFIC r Flegeer T R A F F I C CONTROL PLAN and Busine=s 25/30 MPH 200'4 Districts WASHINGTON STATE DEPARTMENT OF TRANSPORTATION OLYMPIA, WASHINGTON TYpicol application Of traffic control devices on 0 two-lone highway where one lane is closed and flogging is provided. inccrporoted changes to Chapter 6 of MUTCD and resigned SJD APPROVED MONTH DAY, YEAR E-jhCj..\0 a 00 r °ATE REVISION BY I APPR'D STANDARD PLAN K—2 l CITY OF RENTON TRANSPORTATION SYSTEMS—TRAFFIC OPERATIONS TRAFFIC CONTROL PLAN CONSTRUCTION COMPANY: k/�A"2"V ytaGf/S �i 4/z Dh APPL. DATE: ADDRESS: PERMIT : PHONE : (2c#b)2!Z6- ,i19 CONSTRUCTION SUPERINTENDENT: - ✓ s MOB./CEL. : (2ob) 4Q2Z 1 b f¢ PROJECT LOCATION: N/E/S/A OF FAX #: (ax) WORK TIME: H'LC/ -'uc7Pr•� APPROVED BY: WORK DATE: APPROVAL DATE: NOTES: 1) CALL 911 (USING LOCAL PHONE) OR (253) 852-2121 (USING CELL PHONE), FIRE do POLICE DEPARTMENTS BEFORE ANY CLOSURE. 2) CALL METRO TRANSIT CONTROL CENTER AT (206) 684-2732 AT LEAST TWENTY-FOUR (24) HOURS BEFORE ANY STREET OR LANE CLOSURE AND 30 MINUTES BEFORE THE ACTUAL CLOSURE. 3) THIS PLAN MUST BE SUBMITTED AT LEAST THREE (3) WORKING DAYS PRIOR TO WORK. 4) APPROVED TRAFFIC CONTROL PLAN MUST BE AT WORK SITE DURING WORK HOURS. / COMMENTS: 1UJ clos,„ ,> cc,cs An /VLV 212 iif-eg,-4 L4,,,IJ 6c, ma.rllu il�/ Dt7e- 41�11;_ 5'741 n7I-A.1__/ 10/c1n k-Z -fir Sl /7a7 qe el,?'l C -'9r. �Jlaceine�f. SKETCH NORTH �1 I t #207 NW 2n d Street Lz d > z Q Jet vlsts Apts. 0201 0 I have been informed of my responsibilities for traffic control and OMCE COPY T- agree to comply with all traffic regulations of the City of Renton. CONTRACTOR INSPECTOR NEIL WATTS/ SIGNATURE: DATE: POLICE DENNIS GERBER FIRE CHUCK DUFFY s I, representing agree to comply with all traffic regulations of the City of Renton. I shall prepare a traffic control plan and obtain City approval of that plan. That plan shall be implemented for all street and lane closures, and the plan shall be performed in compliance with the Manual on Uniform Traffic Control Devices. I shall notify emergency services twenty-four (24) hours before any street or lane closures. I understand any lane or street closures not in conformance with the approved traffic control plan and/or without notification of emergency services may result in my receiving a citation for violation of R.C.W. 47.36.200 through 47.36.220, 9A.36.050 Reckless Endangerment, and other applicable State and City codes. I certify I am responsible for the project and the responsible party to be cited for violation of R.C.W. 47.36.200 through 47.36.220 or 9A.36.050 Reckless Endangerment, and other applicable State and City codes. NAME: D.O.B.: SS#: HOME ADDRESS: WORK ADDRESS: WORK PHONE: HOME PHONE: COLOR EYES: WEIGHT: HEIGHT: COLOR HAIR: WASHINGTON STATE DRIVERS LICENSE NUMBER: h:\division.s\transpor.tat\operatio\traf-con\fines CITY ENGINEER'S OFFI RENTON, WASHINGTON 7� MUNICIPAL BUILDING 200 MILL AVENUES UTH RENTON,WASFMGTON 98055 • 235-2631 MONUMENT T IES SKETCH REFERENCE TIES FIELD BOOK PAGE DATE MADE OY jlor _r E c s o5 �djS 5770 Q pp REf Mrs p#��6 DESCRI DED BY. . �,,!-�„Il,•, �� l . . . . . . . . . . . . . . . . . sWP-Z'7-- � Z Z 3�3 /1/W 2ri l M` l1 Gtn A/La S+ an � r " N W L4)"(_ TC II fh,� C� F,„el Gr,.. e�cwj,j ��71tA rtf 4f� Heir Pw,4 f n , ' s R _,�,�,r F'•IM 1. + l ' r r•1 4 jt• d rj.. �• �_"r0 ll � r,f J 1 3 ,' �` r 'K'• ft � 'l� Yam.•,���'" j •�' y,,.�. • • ��,�� N�.p�� +, ,) �� �:�i �{� •fir ��I''J t � y S ` ley,•�.•. ; / y '�l'��,�i�' '�h��� �,:,.�y fir. , ! .� .. ;r i a,;v'^•��,•"x "�a�%�,•,� by •� fti 'r _ f NW 2nd St-Looking south. West side,white telephone conduits,12"Conc.Storm, 4 empty conduits encased in concrete-broken and not replaced. C ` fAIF NW • Looking south. West side,white telephone conduits, 12"Conc.Storm, 4 empty conduits encased in concrete-broken and not replaced. 111 fl/ i;,.• � of • F 46 �' a: rIOW y? S4 bo NW 2nd St-Looking north. East side,4 empty conduits encased in concrete-broken and not replaced, 12"storm line,white telephone conduits. .t. it— i✓ t T t �I i NW 2nd St-Looking north. East side,4 empty conduits encased in concrete-broken and not replaced, 12"storm line,white telephone conduits. R r � • \� q Y�Yl• ,'fib fit� r e 1 i 4:1. -- y ;.:. . y: "�'. ,� - - '�� 1 �� w ��. -" /' t}. sH'" [ r ' t i .,r '.:x'� 'y � a ./'^T �� „�/�• tea'��/� �: � �= , f .* '... '� \ T r�. #+1's '�•.. �,tip. i,r 1..'i, il I 6 • 344 ' r .��r n liar ` �' ' ` y•�� i A+ 1� +f 4y C� •Ali .F A• ,y'iY. t t� � y`J wrv. � - s - 1 � N w � � � S � , S�� �-s o-� sir��fi -�� ��Ei��._ pi��s . — � nlat �� �i� � �j e,� �i S �a r 85 'a + j� }�. R �1f �b _ -'� ,Q1 � s 1 � _Y �.�.: y: ' f �o _ _ -I �_ ���� � �: Zy' � ..�;. � �� � ��yy c �y "ifs ��� `_ - i /` � � _' - �• alv+ a "* • � 'd� ,�C.` 4.. .'� y.� , I� M �. ` �' 'DEAD END 4i ��! fir. LZ9y. i•• 4 r � h, �_ _ i 1 I k i f`Ssf r� ,�►� _ %Tl•�. -OL- • — .. _r, • -,+' ' 1 �' �" . t „� �` ;c,�': ;,h.��t V.�`, d?�'? r �, ,„' �• .. .� r ,. „h� ;. t. {�' r�,;. ,A .�, :,. t ,:.� �; 1 1 ", '• � s=e:� ,-. " � >����v=-'fir=> r• 1 ,t � � A r . 4 s�� Q y L ��►s rr v �l B E 4 I 3 Stevens Ave. N.W. c87tnAVE 3.) 0 m 0 m 40'L.F..f B"D.I.(TJ.)W.1K Rp< 1 W J W m O O A St..7+13-2"61—P7&I' S+n.7*15-e'C.I.c.p ." PI"T C MJ) o — W Private Road O Sfn.6+s9- a.r}.•C.I.T<e CNTx FL) C -y`G.}e V.1"c (FL x MY) 1 � 6r 58'L.F..fe'DJ.CT.J)W.},P;p< H. 1 Lind Ave,. N.W. w. s+ o 1 St. 5> o7-8"C,I.C.p ."P1.9 (MJ) 3`1'Rt. T.Ppd caweer 3 t.,5+07-F.<Ny d...)A.,'y Z V 9'x 6" C.I.T- CMJ x FL) 6'G.l< V.)v< (FL x MT) 0 I 5"MVO x F—Npdr.nt <MT) .. ro 6" C.I. P:p< IS' L.r.T t _ S+..5r07- 8"C.I. T.. (MY FL) 8`G.t< V.1«(FL x MY) St..5+09 8"G.4e V41x<C MTxMJ) W )5 L.F.of 8"D1(LJJ b/I."1'pe t _ \ o \ !n I. 37 LF.of B"•AI.CT.J.)W.hr•Pipe _....74_.. -- __-. __• Maple Ave. N.W. m og m u Ct V. .)'� 9tr. a 7-✓�"C.1,C.p—PNJ CMT)32'R}. i St..2 417-8"C.I.T. (MJ.KI) 13'RY. 0 811D.LN%pp). 29' (PZxPF) AWDED B'G./,V.1<.CMT xMJ)14'Pt lao.00 St.. 2+'t6-8'G.feV.Ix<CMY xMJ) ol..wmi.amna.o.. .......L..........."" .I. . . St. 2tY7- "C.T. 90'8..4 (MT.MJ) a m ` � 18 L F.F B'D.J.(T.J.)W}..Pip. 'i+J ' Taylor 'Ave. N.W. T�X IP 6A9 R 5t..0+30- 8"G.te V.1— C MJx MJ) i _ II $}q.O+tB-B'C.Z. 7<e(MY,FL) - tm 8"Gq+< Vglv<(FLx MS) n g R 8"C.3.C.p."PIv7 (MY) -I'L T 3 e S O m ; S+.0-13-8"x6"C.I.Red"<."C L EBB MJ x PE) z + C) o 3E i m< m H p ZO O mm v y Z _ Z A C P I o �Z � 1 Cn s 00 /� n W LZ'69 till } 8s'89 06•* 85'L9 SL+ a d N 6o•99 OS+ \ bL'+9 SZ+ _ b9'£9 —1 1 1 c t ' N oe'z9 sL+ 'ZI79 OS:t 1a o R{; _ 4 u - - _ --_ i919 SZ + + > ~ 095G13 �O 5I+01 IJA _ e 9£'19 Not � M �' � � `• ni•� I 6L.+6 uS 92,1'-� nD13 a � 1 cN I • I I - + �? i J N 1 Sl t 1 >o'b9 OS+ 1 N Eb•1•9 or+ . 1159 SZ + Q Q CO 1 Lfi'L9 SL + 1s 89 OS+ i� P) � I !n!J 1 6.1 L SL+ �� is� ICI •s + �D I j t. *V'*9L SL + LS•LL OS+ 1 ' 1 LO oLeL sa+ r ° 6L'0$ SL + f ' o1 z8 Os+ . LL *z'E8 sz + )� 1 t, o�SB SL + ti £9'9Q OS + / 1 1S KL Ole I S I � I f0'ob SL + 51'16 OS + L1'26 SZ + ji ^-z g - �Z I d n OVE6 SL + f9'£6 OS + £t t?6 SZ + �~ 0 ' a 66S6 SL+ Eo'Yb OS + C2 Irb SZ+ . _ OO+p £z Vb o 1S Hl 6z1 `S n Q Q n So 9 Q 1 PENTON AVE. o . ` ,14 \ Q) 1 I r _a7 i O TH AVE_ S. } 1 10 'U/Ar'E.S. 12�1? tlI - — - —•• Son S_ — , -— -- ---�� — (--—— —San.S-- - -�_ _ �- ----- --- �--- �- _-_---_-_=-- -! _--+ -_-- -- -------- RENTONA`<'E Z+242 - -•� b --------- cV 1 i I`z`crag .—q - 12"Csyv .CuN.�—i TelepFri,- 0-- _ ` -1 I R•25' a� -�1 • I�J I '- ------ -- - �i�111j ripe +-t2 , "i I> �ei J — 7 - Gr Grwf �< oy ' D } fy f t.0 be _ii) III � A p>; C'r•u1-f Lo 4- Z i mL2 LE'�EN s 4 V/ 2 POWCY ICI(' L.CiA 4 Telcpr. pole '� • a as GG Vivc � !� os Uc.r Mr CITY OF RENTON U�/ � / ' ao ENGINEERING DEPARTMENT - - 5or. L. )r-p Ho o Water Meter oo bTREET IMPROVEMENT x--- Guy Wire s �O AVE. 9 O Catch Basin 5T TO RENTON AVE. 9 DESIGNED�IA DATEJ2' � - I FILE NO. DRAWN C P PLAN VIEW SCALES 1{ 11 ii FIELD K-:IJAG L- CHECKED `'�= 4O` NO. I REVISION I OV IAPPR. , DATE AMROVEO - SHEET—L..._—OF i cn.s.Nll.�all i P� ZT - °2 _ 9L �2 G� F MA TCN CITY OF +��y SEE SkEEi j'I +SO PENTON KING Q COUNTY 6� c,. 1 I.vsrwcc/O'C.I pYw rEz /Y/w/nr L/M/rr � /O'NOTTN OF F Of EX/sT� ASPNwtT 2 t 50 = V Srw./6.OD Fi,es-f/re,ew.rr Aso\.r era Trrrwc p�rw.c A Srw./2.70 F r Nrn<wnr Assrwsscr I I W � �' ICI 1 ti > > I 90th AVENUE. SOUTH �♦ ` ' r O•Cc.I.L2X+a'rw.rA[l_+PEJ , ' / a %w C e I rs.0 t � t► h J _ — - s �'�` s r T T` Iw's rw c..55•nP/8"Srvrc Cws/ivs P.PF A4`:n I ' I/vs Twcc /D"C.I iYArt-,r M.a.,v F- w wIr H N CITY OF RENTON ENGINEERING DEPARTMENT c c1 WATER PROJECT 307 IO'C.1.WATER MAIN IN x 901h AVENUE SOUTH from SO.128th Street to Renton Avenue.Exin. 0 u, 1 cer a lwrK.r•rr 7G.4 RHO,!c/s/�s is R. �K�AyT� nu ND w•am u aNT o CH6CK iG.L[.Le ZQ�_ R 7, F.Z, �!o .:'rdMA�l3da'(Fllta�tiixwamarT�vYFFNfS:wRt+N#r,Fiifeuxntrsufa�tewra�f«inw:u•ewsrru,rs... -.. -_ • .may r-'♦ ♦ w r- v r � . o • ,� NI •c� EXCLUSI♦VE EASEMENT FOR UT i LlI T I ES o TO DE CREATED UPON THE SALE OF THE LOTS SHOWN ON THIS SHORT PL; T . 10 ' ilr I DE SEXIER ESM T • 0 I PER REC . NO . 5506645 . C, - � 0 M I OF S . 100 ' OF BLOCK 60 . N N . LINE a � . Ln S 89'0 14 ' 14 " fir 229 . 51 I • � 50 . 0 79 . SS ' I10 ' ( ES • Ti 0 . 26 o • Sse N 20 • SSOL __._._ 26 • is�t_ i 30 ' "7 30 ' . .g • XISTI • LOB' 2 HOUSE • ( 207 TAYLOR 3 I a w AVE . NW ) w EXISTING STINp .� r. �-- c� • L .0 HOUSE 0 . ) ' _ o • ...� �' 1 2 1 2 NW 2 ND ) 0 ( 2 10 NW 2 N t`—: y O �: ` h O o L 0 �" 3 m - 0 .o C _ . CARPORT LL 1 • .• 20 ' ISRL 12 . 0 • 20 ' aS!!L ti . s ' 24 ' SAIL _. . vti 100 . 2950 . 00 • 1 ® 229 . 84 • W N 89' 14 14 " Eon �+ r. - m � S 89 14 14 ( N9 0" E - t4 / 1 I S ) • _ ............. .. ............ .. ............... 259 . A6 ' ( 260 . 00 ' PLAT 54 / 118 ) CALL . POSITION FND . ALUM . CAP ( NOT FOUND ). NI 2ND . SITEET r�► I. PEN TON AVE. 011 d I4 � I�..N. IZ"wnc JS-^tO rrn Uru j nn;rurU o i( �JI. lirr: AI 1 8.7 G. -I OTH AVE. S. - � p 12. ;ph. U ru. � Y t • — tiun -- ,f_.- A-s-p-h-a�-1-t +,�.gl_ P—a_u_e-m-e-r,—t, - -- - - - _ _- -_ --- 10 - , 11 • i - --- ---- - -- — - —— — — - —— — — — — - -�- ———— ---- -- -- — —- — - S 1 --- - - - - -- - , -- - -- -- ------- ---_- - ----_ — - -=- - - ---- -- -- - - - -� --- - - - - _ KENTONA 2 San �— c 12• - - - - -- - --- - - - -- - - --- ------ --- -- - - - � 4 r. Son � —San.S— � .5. i 1 rR in,r a_ G �JZ' 1 a I T��- 12 Crn CuN.-+ plY.:,- - R e5 o— ConC I �r IIi ,toil Guttei - - I I ~ I> Q x v G I Drwu Inict�I— , r„a, ROchery 1, -� YI F• t.', M.H. I i 'r•r,'-I --*91 (Both S�ieS) I_; I �I to I �, p 4- Z y 1�73 � .1 5to G+.'4 - d Rt I : a,�� r s ui 4- ,� c' Sto 10+05 „ W w ti' — lQ ..m sty. 'i-7q W, Kr-o►,i,,,. _ „ , r m L E'erE _ Sto 10+24 1 " v wo - 1 '7 Qy� ITI v A� POwcr fbie cf) w 7V✓ ` T TCIr-F'r. �Jit G05 Wive M►' ' CITY OF R E N T O N % ENGINEERING DEPARTMENT 5pn, LS1r p No 0 Water Meter I)TREET IMPROYEME 47 c.C7. - _Z lF3'� � x-- Guy Wire T -1LOZ- AVE' / r- E 9 0 Gcltch E3as 1 YI • '90 T-a AV E AVE. NW .. ECern.can,. SldewolK 9 f,�;1� Lrcr,, 1•, 5. 129 �" 5T TO RENTON AVE. Cam COM. Curb Gutter DESIGNED GA As4" . avalConc (c.t0 zi �� OATE_.I2- ( FILE NO.-- A" Gravel Ba � 12" Se►:.ct Road Fill COM FL ETE c, �-T F E E T X- SEC7101A A N �J I E V DRAWN CHECKED ' SCALFI' _ 1 t r,'r•1 fIELD HOOK-;1-rAGE1= V= NO. I REVISION BY I ArrR. I DATE A"ROVED _— - SHEET.—L._-.OF , crcr Er.eu.«e to In M R) M Rl I N .r I15 InO N I O n 0cJ O IJ n cr pi 00 c0 00 CO GO r- rr- r� r r r r t�D t�0 1�0 1p O In If1 O In in O U1 in O O N I� I- Z N In F Z (V r N N Z + + + �D + + + I- + + + 00 + + + a' � `I 4j CS I i tJ I go TH AVE. S. > Tt:. "Pil. Dr + P—c x—v—e- n c n Son S:-- Telep Pee 12"Cbnc.cull WO I ----f- -TCJC-P Ontz. co e%r Drwy Asph Ujy�lj � c Ul � L EJ E N Powcy- (hie, • Gas Valve San. wLvMt-, 0 Wot--Y- metey G u y W;r7-- 9 O Catch B-us I V-1 .9 Of i )rCCA AN V I E V ffA � p'o sZ � Aj G �rlt� 2-6 - 2 - _ 7V THIS US A TEST Documentl\ CIA 0-) 0 J LEG E N D. C6ntdur1,(calIo'0' t converted to feet) cn Existing z CITY.`OF RENTON CONTROLLING BENCHM", Y CN Wathr Met,er I' l 11 J� / 1 11 1 c) . I EB J CALL 48 HOURS, •CO 00 RVEY BOOK (DAtD' I ' ' 1 , - SEE SURFACE WATER SU Z - �� .L A San(italy Side Sewer Location, approxirnqtP' 1 CV a `e' t). 01 NPTE CONTOUR INTERV,4L 0.5 METERS 1'f 6 Existi �Sa it4 Sewer Main 0 9 J P y ELEVATIONS HAVE BEEN CONVERTED T0f`r'ft- -t/` B E F O RE, Y OU D IG , , ; • -w- Eiist"' g Writer Mqi6 Z13#1 ELEVATIONS CONVERTIED TO NAVD 1 is ting Storm wbter�'Plp e SD-- 1�5555 #' i ' , ol .Ie' I/ �.11=800424, ? 7-- New Stiormwpter Pipe F if f 5 9, b a. 0 /Lxisting Uti'ity Linesl 20 0 2b X Rig6t "Of! W%3,V BoLvIldry ...... ....... 130' Scale in F e`e t CeWrlihe;flof,��4�ht of Way ulvtrt Inlet, Sior�'n brqin, Mdhhole ? Basin n Ii 65.62 StorDrai�/ bbich O ,._ W9ry! e anhole 30 0 X CB#4A Teleplh6ne. lox-' #207 #21 Adjust Location :for 0" f zo #210 0 MS 4 riveway F and D Drair age 0 LL1 .6- LU 0 el-- )9ne ox rgro Cao e N 6t6d tie ma. f • n i d! I Top p Aof calve Nut f7. I 2a' 25 -25 2 0 0 -7 78 ' 'EH 9'14 APPX Appx-` I - I,- !.1 1 V Ile 0 Ole Gu y C, Powi�r,!Pp,lq CB#3A _0 A pp �,Ic to a) LAJ cli MAIL"OXES _VV Lo z z f"Power W W C14 W 'CD W J., Pole CD ell, CD #5 C) + + 1- #CB6 ' m U M. CAP I I----------- 6"�u C4 + 12"SD1D X2 8"o Z 11#3 6' V) Z T, CB#4 P•ossible Baas L o Rebuilt halt Ourb Along Edge MON#17 Nn e, c�a t i dr) Ur jA-sip -F New�Kipholt Curb C c.�Po4ition Not Found) 13#2 initial S O+OU CK Around _GB(T�p.) G-1, _,,, -, 1* - i --To of calve Nut 8" __4�704T IP-e�AS _," In0ali on�x_.1,2- a 2-lb It ............................... Form New Asphalit.; CAirb CD#6A EB App)�. we' EB !A px. a 4Y'Off"�sph61tCL 8-0 D"i I 8-0 DI f Around CB �Typ. IV)I 8 0 YV P N W Z n S t DRIVEWAYTF�es Appx./3* EBel ., Etec, conclui t 8 0 1 Loc, Unknown\ 130' NOTES: N 0 #2, 5 1. All Typ�p`�2 CB's !`Sf all/11110ve Solid Lodking .Lidjs.-` 10. US West Four' ,�` plastic duc TX7' ELEC VAULT Sidesewer s T 0 C� Conc. encased in 1 1 1/2'conc. e Lines. 2. Type 1 CB Prbfifei Are Along P p W extent n� ot known.Northern ext E 3. All CB Grates th6l[s, Set 0.11�� Foet Below 9. Waterline Location Approximates. A 4- r d L' I Gr6un evo (based on W-403 water plan oidelay)CB's To 'Lo '�t! p, i Jet Vists Apts, �; At Low Points,4. Field Adjust Wylie 1 a In Flow Lines, And'� To Clear Exi ;tihg itti'lifies.C n 4ch Patch W 5. ASPHAtT RESORATION: Use; Ty�iqa Ird c: E -0 %._ / , / 4"0 Conc. �ulverts A) For All 2-2 (City,,beo H032, E f 70'E 6. Maintain llvllniryrum , 12 Inch; Ve�rtical Sel6aration Between .12 Inch Water: Main And $tortniwater Pipe Where Possible. CB#1 0 Rim 64.96 C 0) 17, Coptraqtor shall identify qny tsel5oration less than 12" 12"E IE: 62.66 for revi ew w 4'y City. 12"N IE: 62.66 7. Minimum 6 inch horizontal pep, ration between CB's 8"W IE: 63.66 End Gaq Liqi. See Note 10 < 2- Contractor shall restore all landscaping, surfacing, 8. Concrete Casing and structures disturbed by construction. PLAN MEW 1 =20' Ez o L4,X 0 ............................................... ................................................................................................. .......................... ...................................... .......................................................................................................................................................................................................................................................................................................................................................... .................................................................................................. ............................... ................................................................. ................................................................................................. ............................................................ ............. . . . . . . . . . . . . . . . . . . . . 1.t. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . : . . . . . . . : . . . . . . . :CB04A We! ' . . . . . . . . . : ne . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . t8#3A Inlet . . . . . Cep . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Vaned Grate . . . . . . . . . . . . . . . . . . . . . . . Std. Grate- - vaned-Grate . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . :Rim EL 84. m . . . . . . . . . . . . . . . . . . iRinj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o . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .C1344. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1,2" *E:: IE,80.8 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .Noo . . . . . . . . . . . . . . . . . . . . . . . 12" '14. IE 81.GO. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . z . ............... ....................................................... .........:.................................................................................................................................................................................................................................................................. ................................. ........................... z . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .5................................................... ................................................................................................................................................................................... ............................... ......... ............... .................................................................................................. ........................... ............ ... ............ 7-Q . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 0 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ................... ........... ................... ................... ...... ....................I...... ............ ................... ................... ................... ................... ................... ....................................... ................... ................... ................... .................... . ................ .......................................... 0 . ................... ........ ... ................................. St . . . . . . . . . . . . . . . . . . . . . . . ... . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . L J . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . .6*-Minimv:m-Separation-from B!W . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Depth. . . .L.. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . idc�*3",Enwiti. Pqd' 6vee "8'W Est . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . W- . . . . . . . . . . ............ ........... ............................... ........................... ................. . . . . . . . . . . . . . . . . . . . . . . . . . . . 2.'.4...................................................................................................................................................................................... ....... .............................. ............................................................................................................. ..................................... ............................................................... .......... ......I................................................................................................. .......................................................................................... Rlm• : . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . QR#13 Ty"i 4 M#2 7�0..e' 2 -.4a- . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . M.02.T, .a ".8 0.................. 0 . . . . . . . . . . . . . . . . . . . ... . . . . . . . . 8,., of w. Profile Along Center. . . . . . . . . . .: . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . : . . . . . . . 1112� N: IE' 64.6 est: . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . CU) f'Asphalt' Street. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ::Vaned Grate . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Solid Locking Lid. . . . : F_ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . :Rim- -EL-70.9- Rim - EL �67.2. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 5 est,ch 0 F1 2� iE'6*4". ' ' * . . : . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ....................................... ........................................ ................... ........... ....... ............................. ......... ........ ....... . ........................... . .... ............................ ........................................................... ................. . ........ ......... ........................................................... ................... 11-2- N.I-E. -6-4-..6-... ............:.............. 12*,W,IE'63. ........ ................... .......... Storm . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . est.. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ... . . . . . . . . . . . . . . . . . . . . . . . . . . . 15 LF 12" . . . . . . . . . . . . . . ..7 0 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . a 4.7 '% . . . . . . . . . . . . . . . 12�' -E- IE-67..5 12'! S-IE ::64.5- est.- . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . : . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . IE . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 'N' +11�7 WIIE:611. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .2. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . IE ................ ......... ........................ ........ .................................... ...................................... ................................................................................................................................................ .................................................................................................. ............................................................................... ............... ...................... ...................................................................................................................... ................................................................................................................................................ ................................................................................... ...7-5.............:L............................. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . P-of-Valve Nut . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Rim. EL . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ....................................... ........... ........................................ . . :--25 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 12�'-E- fE-62A& . ........ ........................................................... ..................... .................... ............ . . ............ ... L.Taytor.Ave .............. ................,............................ ............ .................... ................... ......... ... .................. ................. I........................................ ................... .................... ........I................... ... 0- . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . : I I I I I I . I. . . . . . . . . . . . : . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . CIL ;NW 2rid* Street . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 8"- W-lE -63--66. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . LLJ ...................................................................................................................................................................................................................................................................... ............... ....................................................................................................................... ......... .................. . .......... ... .... ........................... .................... ........................................................................................... ...... .........................................: �--7-0................................................................................... ........................ . . . . . . . ... F- ..... ....................7-0............ ....................................................... ;.............................. < . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Connect Ex6iting 12'. SID . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . To CB. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ........................................ ................... ................... .................... .................. ......... ..........*............................................................ ............ ........... .... ........ .........: .................... ......... ... .. ......... .................. .....................................................................................I ............... ................... ............................................................ ................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . M . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ............................................................................. .............................................................................................. ...................................................................................................................................................................... ......... ....... ...... .......................................1................................ ............... . ................... . .. ...... .. ..... .............................. ... ................................................................................................... .......... ...... ........ ...............*................ .. ... . ............................ ........1................................................................ 6-5............ .......... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 65 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . DeptEt . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . W . . . . . . . . . . . . -:� :1 r . . . . . . . . . . . . . . . . . ............................................. Existing-12" SD : . . . . . . . . . . . ....... ........ ................... ............................................................................... ........................................ ......... ............... .............. ............ .......... ........ ........ No f-1 ............... ............ ....... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . New.5�--- • . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ISD . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Depth . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . E§t: . . . . . . . . . . . . . . . . . . Est: • ..................................................................................................................................................................................................................................................................... ........................................................................................................................................................................... ........................................................................................................................................................................................................ ................................................................ ................................ ................................................................................................. .................... ................................;.-6 ............................................ 0................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . <,,S . : . . . . . . . . . . . . . . . . . . . . . . . . . . . . Gas . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Depth . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1-06-LF-1-21 -Sto!:rm-0 12.55 -7.- . . . . . . . . .. . . . . . . . . . . . . . . . . .3.3 LF 12* Storm . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Unk. . . . . . . . . . . . . . . . . . ......................................................... .................................... ......... .. ........ ............................................................ ................................................................................................................................ ........................................................................6 . ....... .......*....... ..........I.................. ............................................................... -CHE C K E D- FO R.--.--CO.M P LI-AN.C.E.- . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . z . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . TO- -CITY- - STANDAP08 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 0 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . (n ..................................................................................................................................................................................................................................................................................... ............................... ................................................................ ............................... ................................ ..........*......*......... ............................... .................................................................................................................................................................. ................................*................................................................ ................................................................................................................................................................................................. > . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . C? . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . in. . . . . . . . .CD. . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .0 ' ALON G- 'EX.' "LINE* . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .1z. . . . . . . . .Iq . . . . . . . . .rd I . . . . . . . .CP. . . . . . . . .CO . . . . . . . . . . . . . . . . . .cu . . . . . . . . .0 . . . . . . . . . . . . . . . . . . . . . .+ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . : 11 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . UTILITY- NOTE:. . . . . . . . . . . .. . . . . . . . .. . . . . . . . . . . . . . . . . . .. . . . . . . . . .. . . . . . . . . .. . . . . . . * . . . . . . . . . . .4 . . . . . . ................................................................ . .................................. ....................................... .............................. z ........*......................M4..................-.4................. .4................. .................. ................. ................. .................0.................Cz........... . . .TAYLOR-..-AVE N.W. D 6 . . . . . . . . . RESPONSIBLE'-FOR.'VERIFYING 774E ... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. .... THE CONTRACTOR. ;11 BE . . . . . . . . . . . . . . . . . . . . . . . . . . . . LOCATION,: DIMENSION AND DEPTH OF ALL E)OSTING-UTILITIES . . . . . . . . . . . . . . . . . . .ALL .EXISTING.. . . . . . . . . . .UTILITIES . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . WITHIN THE- PROJECT,- WHETHER SHOWN- ON- THESE PLANS- OR. NOT; . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . oo . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 04 .............. ....... ................. .............. ........................... ............. !....***....**** ............................. ...... ........................................ ......................................................... ................................ .......................... ............................................................................. .................................................................................................................. ...Un. PIES...AND'.SUR'".NO""M . . . . . . . . . ........................... ......... ............ ............................................. ................................ ByPOTH"a-*ME. U . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Ou . . . . . . . RE-COMMENDED : THE. . . . . . . . . . . . . PROFIL W :(8: Ah' I 3_2 d' 'StAND' VEFMCAL LOCAVON 'PRIOR TO :CONSTRUC71QN..* . . . . . . . . rOk� �N- -2N-D - ST n . . . . re f.) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . SHOWN ON TWSE- PLAN . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . *................... ................................................................................................... ....................................... ....................................... ............ ...... . .... . . . . . . . . . . . . . G . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . BY CONFLICTS SHOULD OCCUR.' CONTRACTOR* SHALL CONSULT .' . . . .. . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ........DR...AFT— S-ARE -BASED UPON -THE UNVERIFIED : STATI 0 N S. A LON G* -LI ROVAL: 0 ... ... . S.TORTE.D. U INFOPMA1fON'AND.APl5.'SU!8 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . -ALON- CENTER ' Or' ' SPH*ALT - R-QA1) * WITH THE PROJECT ENGINEER. TO-RESOLVE ALL-PROBLEMS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . PRIOR TO PROCEEDING NTH CONSTRUC770N. --------- SCALE: HORZ. 1" 200 NW 2ND STREET 6 P M In ti :CIUC B 6=A t phalt!_ rb L M cp ............. .... ... .............. .......... ...................... . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ........................I ...... ........... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . F z VER T. 1 = 5# STORM LINE PROJECT80 il CL ? CY) LEGEND: 1-, .11 ? i i. i 0 i / ') I i 1 1, ? e I q A I_ F f ee Exis- cl A R K.,,, T,Y 0 P, R E N T 0,N CONTPOLLf��,IBEWCHM erf el I f ." .1 / / e / C�► RS `Ii ED Wat I`Aeter H 0/ -ntour X 1)[00 i6oriverfed to fi�160 0 tini Cd 00 SSE SURFACE W-i SOI�V�V 'BOOK .(DA, E 0 SaKiefo k(e Sew r, L�bdaflon, bMrbx imi -4 co ry S NOTE - C b`N TO U R"'I-N T�P V,�11 1 11"i ` ` 8 1 Ex i siinq Sanitary �n 0,5 �E�ER� (1.64 feet). CM 2 er �a BEF, RE, 1 U!, DIG ELEVATIONS �AVE BEEN bPN�VE�,TbTCr FEET.; �' ; s � N. 'B#1 ELEVATIONS D TO NAVID 1988, xisting dter Man CONVER�It f 1pe( S 424 04 Exist 4 ing $tdr �•555 J New tiorrinwalfeir,'! ipie` .71 Existing' I J U�ilityv` - Right of Waye` 80iu 1dri ---Cen If 2L 20 0 20 terhne okleV V Of W6 y", Storm Drairr" P cleh le in Feet sin ,tcple f Storm DralK �-Cat J I Sanitary 56�w6r`M, 4 -0 4 J • f S J CB#4A Adjust Location fo 0 #2io z < and Driveway Drai IF LLJ U i7 0 • 4 LLJ 0 ------- lelef 7� F" 'ey 79.55' ergrou E 0 E8 Appx,i APPX. 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Zia 4e /on" W-403 water plan overlay) d ca Id" Ad st Typ 1 CEYs •Tdi te A-t Low, Poinet'�, tli 4. 1�ieFow ti in e An'd T CI eii�r E�istin " UtUtieis. .�- ' C 5. ASP -Vench'Patic'HALT AESORAT ON: U,,4 Typi r E ;(City Detail Hib or All 3�,A) F PAII X1`0 M E epa��tion• ,,B" Main'tain Minim.,urn/12/1rich' Verticidl S etwedn 6. C 12 Inch Water Mdin i Storm water Pipe Where Possibllb` EC 5`Cohtr0ctpii shall;'idqntif� aqy s6parq ion les�s than 12" ot f r6 i� v1qw EL Oy 7. ntirnufn 6 irych hori onfal sepgrati n between' CB`s and G6s Line� t ha14 restore all I dsca ing, surfacing, 8. C ntracl or i's 1P 0 hd, structures disturbed !'b y onstruction. PLAN MEW 1 =200 P10-M-1 1 0 ytN ..................................................................................................................................................................................... ................................................................................................. ......... ...................... ...... ..............................................................................................................7.................................................................................................................................................................................................................................................................................................... ................................................................................................... 0 . . . . . . . B#8 CP0 T)OO 14 CB Inlet. CB :Inlet: . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . :C .4 !n)!4�t . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . : . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 7-. ... .7 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Vaned. Grate. . . . . . . . . . . . . . . . . . . . . . . Vaned rate . . . . . . . . . . . . . . . . . :Vaned Grate . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Vaned Grate� . . . . . . . . . . . . . . . . . . . . . . .COMPLIANCE . . . . . . . . . . CHECKED FOR- . . . . . . . . . . . . . . . . . . :Rim- EL -156.0 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Rime EL-1-56.4:: . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . :Rim- ' EL 11-41: Rim EL 11:4.4 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .............. ........ .......... .............................................................................................................................................................. ..... .......................................................... .. ................... ....................................... . ............................ ............. ..................................................... ................ ................... ......................................... .................. ... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . i�• N. IE-111.1 .12" •W IE-1.11.0 - . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . TO- -CITY STANDARDS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 12"-S [E- 152.1 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . •. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . V) ow . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .127 S. IE.110.8. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . : . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . r-, 12' -E-IE -116.8 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ............................................. .... ...... .... ....................... .5............................................................................... .......... .. ................. .................. ........................... ............................................................................................................................ ................................................................................................................................................................. ........................... -4-5.............. ................. ......... ........ ............................................................................................................................ ................................. ---�45-5............... ............ ..................................................................................... . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . - - -- ---- -. : . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . IREC. OMMENDED Z� . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .:1 . . ... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . A ....... ........... ................... ................... ................ ...................... .. .................................... ......... ...... ................. .... .... .... . ................ ................... ....................................... ....................................... ........ ........ ................................... ................. ........................................ ............ . . ..FOR. APPROV................... .......... . . ................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . f. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Date . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . :8 . w . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . By . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . :Loc.; Depth . . . . . . . ... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ..... .......................................... ................... .................. .. ........ ....... .......... ........ .............................................................................................................................................. ....................................................................................................................... ........ . .... ............ .......................... ..................................................................... .................................. ..... .................... ...... .. .... ..... .......... ................................................................ .................................... .......................... .............. ...............:? ...P"o* if' ... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 5 - 01- W. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . .. .....0 -13-11111 Storm:: . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . : Lac:, Drepti-i- . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . C_ 0-2:3 -Lac.,' Ngptli . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . V) ossible gas. lin : . . . . . . . . . . . . . Adjust 6r'.p . . . . ..X., . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . : : . . . . . . . . . ...... ............ ......... ................................. ................. .... ..... .................................................................. ....................................... ................... ................... ................... ............................................................. ................... .................. ................... ....................................... ........... W........ ........ ... ......... Poss: le. G�Qs. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .0 -D . . . . . : . . . . . . . . . . . . . . . . . . . . . . . . . . . ib . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . en 8"W'6" Minirq�drri Si&�.aedtibri -1fo . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Place 3•" Ensoli e-Pad ::Over- 8"W. . . . Est. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . -%.. . . . . . . . . . . . . . .... ........... .............................................................................................................. ............................ ..................... .. . ........................................... ............. ................................................ ... .......................... ....................................... ..... ............................. ................................ ...... ............ ............................................................................................................................... ....................................................................................................................................................................................... ................................................................ .............. ....... 444-5.......... . . . . . . . . -5.............. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . CB#5.Type 14. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Vaned Grote :: . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Rim' - 'EL '99b- . . . . . . . . . . . . . . . .................. ................... ...........:..... ............... ................................... ... ...................................................................................... ................................. ............. ........ . . ..... .... ......... ..................................................... . ........................................ ............................ . . .... ..................... ...... .......................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 96.6 . - a_ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .: . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Vaned, Grate. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . i r E IIE,95.4 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. .... ..... ................................ ......................................... ............................. .. .... .... ............ ................................. ................................ ..... ............... ...1.2"...W..IE..1.23,7................................................................. ........................... ................................I................................. ....... .. ..... ......................................1.0.0.............................................. ................................................................................................ 00.............................................. .................................................................................................. . . . . . . . . .H-40............... ................................................................ ................ .. . . .. .... .. 130 . . . . . . . . . . . . . . . . . . . . . . . . . -12" E,IE 123.5 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 7 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . < . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ...... ............. .................. ......... ............ ............................................................................... ................... .......................... ............ ................... . ....................................................................................................... ........................ .................... .....................I.................... .... ... .......I........... ............. ......... ........................................ .... .. ........ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .: I . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . M . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . "w . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .: . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .......... ... ............ .............. .......................... .............. .............................. ............ ............ ............................................................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ......... ........................... ................................ ......L . ....... .................. ..........................................................I.................................................................................................................................................................................................................................... ...... .... %. ................................................................................................................................................................................ ........ ,�q�atlon ,from 81 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .Place .3. En e* . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ................: ."i : . . . . . . . . . . . . . . . . . solit ..ad.Over 8-W . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . :: . . . . . . . . . . . . . . . . . . 8' Di-W . . . . . . . . . ......... ... ........... ................... ............................................................. ..... ................... .......................... ........... .. .......... ....... ........* ........... ................... ................. ............... ................ ......... ..... .............. ................... ................. ........................................................... ................... ............... ............. ................... .................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. : . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Est . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . : . . . . . . . . . : . . . . . . . . . : . . . . . . . . . : . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ............ ............................ ............................................................................................................................... ......... . ......... .......... ............................................................................................ ................................................................. .......................................................... go................... ............................................................................................... 1 0............................................................................................. .................... ..... ............. ....................................................................................... ............... ...... .................N. ............ ...3 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . C8#4-Inlet. . . . . . . . . . . . . . . . . : . . . . . . . . . . . . . . . . . . . . . . . . \.... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ...1 . . . . : . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . VOn6d Gealci . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I . . . . . . . . . . . . . . . . . . . . . CB 7 . . . . . CBS. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Rim. . EL .84.4:: . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ................ ........................................ ... ........... ............ . .. . . ...... . . . . .. .............I.- .................. ..................... ......... ... .... ........ ................... ...... . . . . ....... .... .... ... ............. . . ......... .................... ...................................................................... .................. ........ .............. ......................................................................... 12"'W'T-8t.-O' ...... .......... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 12" Z IE.80,8. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . z . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 12P 'N IE, 81.40: . . . . . . . 0 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ................................ .................................................................................................. .............................. ... .. . . ...... ...... ....... .................................................................................................. ................................................................................................... ........ .. .......... ............................. ........................................................ -1.2-5...................................... ..... ............ .... ..... ........... .................... ............... 7t�...2-5-.--:....... -i............ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . Ld . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . UTILITY. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 'S '.F VERIFYING.. TRA IBLE OR VER FYI ...................... . ........................ ....................................... ............................................... ................ . .... ....................................... ................... ...................................................................... ........ ....... ................... ........................................ ................... z THE.CM CONTRACTOR. SHALL'.BE ............... .............. ... . .. ...... . ............... :.................. % t C4 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . -ALL- EXISTING -UTILITIES. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. z LOCATION. DIMENSION.: AND: DEPTH .OF . . . . . . STI . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . V441414. THE-PROJECT.* -VME714ER. SHOYM ON THESE- PLANS-OR-NOT, . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . ...... 00 :L 0 . . . . . . . . . . . . . . . . . . . . . . . . . . . . BY..POThWINO...*TNE-'.1)77U-V'ES--AND.*..--SUR".' 'NO....T. HE.*..�HORIZOUTAL.......... ..................................................*1111111............•............................................................. ................................................................................................................................. .................................................................................................. ......... .................................................................................................. .................................................................................................................................................... .............................................. ........................................................ 80.................. 0- . . . . . . . . . . . . . . . . . . . . . . . . . 1 j2- LF- 12"-Storm: 0-21.03-X . . . . . . . . . . . . . . . . . . . . . . . . . . 61 LF 12". Storm 020.49 X. . . . . . . . . . . . . 78•-LF•-1.0 •Storm.0 18.20 X . . . . . . . . . . . . . . 90-LF:12! Storm.0 16.22 X. . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . AND .VERTICAL LOCATION, PRIOR 70. CONSTRUCITON. THE 'UTILITIES' .. . . . . . . . ....�110 . . . . . . . . . . . - - - - - - . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .- . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . SHOWN ON THESE. PLANS ARE BASED- UPON- THE UNVERIFIE&OD . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . BLIC INFORMATiON.:;AINO .. .......... . . . . . .............. ................... ............... ............ .................. ............... . ................. .................. ................... .... . . . .................. ............. PU ........... -OCCUR, 714E-CONTRACTOR ::SHALL' CONSULT. . . . . . . : . (u 0D . . . . . . . . .OD. . . . . . . . . . . . . . . . . .cu. . . . . . . . . OD . . . . . . . . . Cowucts SHOULD . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . - - - .1 . . . . . . . . .... ......... ........................................ DRAFT C) CD C1 *. . . . . . . . . . . . . . . . . . . . . . . . .. (U . . . . . . . . . . . . . . . . . . . + .. . . . . . . . . .. . . . . . . . . .. . . . . . . . . . . . . . . . . . .. . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . WITH THE PROJECT ENGINEER -M RESOLVE . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .(y) . . . . . . . . .NJ' . . . . . . . .. . . . . . . . .Le . . . . . Lf)* C11) . . . . . . . . .(V ICU '('U . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . PRIOR TO PROCEEDING WITH CONSTRUCTION. PROFILE FOR NW 2*ND STREET DISTORTED- STATIONS ALONG SCALE: HORZ. '1 20' . 0 0 U 5 14 !W 1�2 6 c, U4 Rebuilt As ,c o,t ii��n Unk, EA� ..... ... .................................. ROW CENTERLINE, GRADE ALONG CENTER OF ASPHALT ROAD VERT. 1 5' STORM LINE PROJECTD1- 21810 5 D El ' I CITY VIEW SHORT PLAT POR TION OF THE N W 1 4 OF THE N W 1 4 o '� SECTION 18, TOWNSHIP 23 NORTH, RANGE 5 EAST, W. M. o ° CITY OF REN TON STATE OF WASHING TON z ! GRAPHIC SCALE g40 0 20 40 so 160 CL CL ! jj LLJ ! ( IN FEE ) II 1 inch 40 ih C� z O < ' I II �S C) 0 I I PG o� O STA 3+48.52E, 3'RT (NW 2nd Place) STA 8+26.58 (STORM STATIONING) I II I � W ► I �l.l l IJ 8 STA 3+60.02'E H I I STA 1+00 E (NW 2nd Place) = Q I I STA 2+08.04 I II I CB #2 TYPE 1 STA 0+91 E = I I I I I STA 10+76.51, 22' L T W 3 W (/) ,RIM=235.5 STA �+oo � 7 � I I O I I.V � I I CB #12- TYPE I Z� 2D \'�/E; 2�2.�0-12" _ -- 5 RIM=85.50 • 1 ! ; I _r_ f � 6 _ � ( I J I� IE=81. 72-12" _ -rid PL � W I , ; = I I 225LF 12 SD '� /® I " 1 , I S=1.ooq --•�'...i.+ 1 �•1• - ,I , , !I'I , ; - _ I , , , , , , , I , � 1 r 1 1 , L � ,. ! S?� 3+60.02 E j 0 13.62LF 12 SD /+��- J ; 1 1 _ --r ,- ! �- ' „ � I IO-�L� I i . �` `\T� ! !r ' (y! Py-r ; rr �'- STA 6+20.04 E - a Q IE-255.00 ! S=29.379 �, `-' / f \ TIN 1 - \Dl �` -' `--` O 4v N i 94..42L�, 12 ,'S , ' A 1 , `1 - - I I � RIP RAP INLET I // ' - 1 , I I f $=1.9.59'A' / �' 92.74LF- 2 SDI \ STA 1+13.62 ; /' ,' ' ,' 5=25.34 0 �, ; 8 •5 '• \' \� \\ .p ;' S=20.639 4 9 CB #1 TYPE 1 �1f a - I - E I , , � ,/ ,' , i 'r .n �yT---T \ ' i',',�", STA 8+26 58 I/C I A 1 +85 9 1 I CB #11 TYPE RIM=254.U / ' �' J 1 1 B 9-TYPE 2 Q IE=251.00-12 1 !' ,' - - \ ,` i '\ \' `\ ', 1 # I I RIM=84.00 1 BYPASS STORM IE=79.50-12 s �?, , !` I 0 ; ; ; ,1 ,' ,, ', \ 11» ,\ I RIM=141.000-9 16.5.,14,L'� 1��1 �S� ,I , 1E=134.23-12" I II 9.5LF 12 SD W , /` o Z 1 / /. , / / ,'" // wt'7 I" r 1 t , , , ' ; { ,! I I I S=21.057 101 4LF- 1� ,SD , ' 120.25LF 12 SD I J \ I r r ! , r , r r , I ; ; S=12.799, ' r W A U TI PE EN T10M ,I S=4.809 ECOL S TA 10+76.51 BLOCK WALL (18� 1 \ I I CB #10-TYPE I ° - - I II ! RIM=85.50 STA 11 , , , _. / IE=81.50 12 1 1 1 1 I , 1 ! r / , , 1 ! , It ICB TYPE 1 1 \ , 11 'J � ' ' / '� I1 ', ; , II I RIM=212.00 , �, 1 IE=209.00-12" '� ��';',' ,';�,' , � ,' ;i �� , '1 � �� `�/ -�� �� ,, � , ,,: � STA 7+06.33 <� �; 1 , '`o - - ,r _ 48"CB #8 TYPE 2 I I II I 25LF-- 1 Sd ',-' j'- -�; rt ,_ _; 1M=146.00 3+ 4 S-,1.Dto �'�y' - /' _ � ,/' '' IE- 140.00-12" I I II I 107. 78LF- 12 ,' 1 U,o.2 / \ , ', /�'' / '' ♦ / �'' 4$"CB,J78,-TYPE 2, p\W` I I PERMANENT DETENTION VAULT a STA S2+84.39 � ' '� _ � 2 /�D, � / � _ - �TA '4 39.81- " ,' /- '- � '.�• �/'�'� �, ' , ' , ',,`' ,�'' �, WILL BE USED FOR TEMORARY Q 48 CB #5 TYPE 2 /' • 129 , ', ' , ' / , , ' �0 EROSION AND FINAL STORM RIM=215.80 �0 .' � ' %p� �0�0� l CB 7-,'TYPE�2';4$�' ,- � �'�� / ' '�/ SYSTEM. 1E=202.00- 12 4 _ / 'LO INN ,' W SQL/D W I /,- STA �07 78 "/ ! i �-- / � 'a' ' RIM=198:20 STA S3+93,48, / CB �4-- TYPE ' ... _ STA 1 _ S1+ 122. ,9LF 1z,,. 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MIN :.. _>�, �.,,,_ = WITH �Q 30 H LI AL a X � :. „; , • ,, '_._ ... ti� � }. `� SE PIPE ISIT16.' �' e `S StI .NOTE , 2��► Q• 3 'A GLASS B 1 , 214 I _ • TRAiC3� bxs � , OQES CRETE BASE ". y .ems '% . 1►'� ♦: �� �Z' �� 7 • , i V m '� i - _ _- . �• N..� - �� .J v .• NdfS ALT . _ :WATER VALVE MANHOLE _ .w . _._- _ .e _ y 4 `R1 ASPH P y� � �� E11ICE-�QAD 1, FILL EXISTING 24" STEEL PIPE A DRAIN M.H. ," F; ,„'" , "�,�, �,r �`";�K, ' RAP CONCRET WITH SANG OR E• . _ . •.. — — — -- --- -- •� . �� RIP 1:W -- N i ^ �- _.�---- 77 E C Imo.H...'-1 E F —.10' __,, Sl H 'OW '# -.- """T 2. NEW SPILLWAY GFIANIEL-kIK SURFACE E '"'�'. ¢ �,,, C _ - F=� f. - DETAIL A _ - ' DEEP -SIO SLOPES 2:1) i . w ,.— ,_. _._ .�.,..�..: -- — -- R ._..:N.N�: ��� .,..�.. . — ,. _ _ loop 43. RIPRAP TO BE MIN 2'-0" DEEP AS DIRECTED IN - 8 . .GY, � '` EX _._..' 4 _ �GL CDTER GRA MINUS Ty • �� VEC, FIELD, AT 42" CULVERT OUTLET AND SPILLWAY• RIPRAP 'E� _ •••••: •••art►+fir sue•• �- — __--- - '-- , ` TO BE RLACEO CLASS B CONCRETE BASE. k •.} ;. 14. REMOVE EXISTING STEPS AT NEW SPILLWAY AREA. i �,• swam area T N AA BB AND CC ARE ON SHEET p .Q ti • , i3�i IO GRAVEL ROAD ( P� 77 °�• P TT ,E MfA D � E RQRU$ L • CITY LIGHT POLE 12 ACTIRD &RAV L �� , \ 4 ,-_._� °r �iO4 TTL ,.,�.- "''�,- -..... \ ��� z �,p TRAM RACK, . x (s DETAIL a) swamp �s � T NIS LOT LINE —�� I .E. 209 5' / COUR A EA :�•:. \ 1 I-� Ify t ` w/ a ANi C.B. P5 !►4� I.D. SEE SWEET 3_., AV "? ` ►`•� ( .11 Ili* .�NVE L_..E1.E,Y,._._ 1 �� T \ \ • ,�, ?i:~( ;;':r;, Ea \ M c,u 1 k _, 60 \ \ N , TRACT ,�2t ' A � \ \ .� -- fA ,7 Ar AV .X _ - IN �' ,, c/I creek Aff %\ +I S C IL T.0 THE F AJt IRA w� \ \ 5. 210.0 , F RUM OD \ 210 MIN TYPICAL NAIY i ok a SYS7El1 ---------- . - -_ E. __� COYE8._I fSTAINLESS STt ` + �C/L- OF S 23RD ST. �„�� 216 N .�" OT LINE' LOT 89 22 [WO CtINCREn PIPE. DETENTION POND GRADING - ��� 18"X18" CROSS (ALUMINUM; � ,•, f � ,FROM•ttETENTI ON POND SCALE I - 2 0 .a.---- ,JlT.IWT GROUT? �- A • ` 11 5/8" DIA. BARS TO EXT ?j FACE MASK .r- (SEE SEGTI01 SHEET 11) _- { 1JELDNSIDE PIPE AND WELD 5/8" DIA. ALUMINUM BARS TO CALLY TO 'f,A TINS.-4Z"18 PIP�s �_ ! _ "t GM.P. _ TOP AND BOTTOM. 1 �BEVELED C. I.P. AND BOLT f -Q MtK.� Q AI ,� �� Y. 21a,D � sPirT C.M. 45 oupoN�- - - (BEVELED C.M.P. LENG H' I 4N FACE) SHALL BE D PLUS } t. s STEEL PLATE WITH 12.4" pESIGNED' VIA. ORIFACE.`AWd MODEL � ,. ;ELEVATION ` ?QZJQ , , . ' ZEE R isRAPH 6. . s SIDE ELEVATION END VIEW ;.TURNOUT.GATE Wl _�JAG�ETERPFU r •P, .. ,R TYPICAL POND OVERFLOW :moo• :; .;o�&� ••.. . ._ ._ ._ ._ SPILLWAY REMOVABLE TRASH RACK N CO TED - - DETAIL C DETAIL B NO SCA E NO SCALE FLOW RESTRICTOR / OIL POLLUTION CONTROL MANHOLE x` k DETAIL A NT S , IL S APPROVED SY: CITRUST DEVELOPMENTS CORD DATE SCALE ..Al_-_51!S?YlLCI_-..._ r : _.,,, ► DRAWING BY .KA:A _.. I CHECKED BY ._.. CHANGED 24" CROSS TO 18"• = PROJECT NEER E VICTORIA HILLS APPROVED. � i � HAliTAD Ai><OCIATEf INC �.�.�.._•. ORIFACE REVISED TO 12.4" DIA. 4-16-7� K.T. �EcsrEa�o 1 _ _ _ _ j3�j STORM DRAINAGE .. HIEF N • REVISED 'PER CITY OF RENTON REWIEW- ,IgN, '79 ' UT f�X/ NG� c E 6NEER o TE � n�� I ONAL DETENTION POND SHEET OF.-...I_....__..._ REVISIONS DATE APPROVAL 1 a i w s 0 s a a ai gO O Z Oj 30' 30" r Stevens Ave . N . W. ( 87 th AVE S . ) r r i L4 r O r r r 120.00' r r U r 0 m 40 ' L.F. aF8" D.j. ( TT) Walcr Pipe I r �+ 12 = 1 I cD �, W q + O ' y �a 7,-15 - ' D pw Off A,.,Ij --- Ilk, S+o..7+ 15 - $" C. I. Cap P l"s C M J) Private Road � 1 cn S +a. / + 69 - 8"x '7`" C. T . Tee ( M Jx FL ) O C - 'f• " G4 to Valvr.. C FL x NJ- ) h 6 6+ 58' L.F. oF8" D.I.CTJ) Va�cr Pipe Lind Ave . N . W. .. W O l (� _ 0 �: 5+ o7 - 8 " C I . COP Flu q C MJ ) 3`t , R' - TQPpec� z„ -• J CoNNE-CT Tv Ste. 5+ C - F,rc H d �a n f Ass ' Gx 2"G,9Lv FWL-40 Z y y IVORTM 8 "x E. ' C. I . Tee C 1 .r x FL ) (+ (6 " G. 4c Va/ve (FL x MT) C'C) 5 " I`, V0 Frrc 14ydraNf ( MT ) N 6" C.T . P;pe 1 5 ' L . N3 '-- Sta. 5+07 - 8" i;• I. Tee C M -Tx FL ) -- -- - -� - 8" Gate VaI've (F L x MT) Sta. . 5-HD � 8"C-a4e V a lye- C M Jx MD - w } 5 L.F. o f 8"D.I. C T. T.) pc 0 _.. I (a C a = - � y l U-) 37 L.F. of S"'D-I. (F.J-) W ofer Pi pe — - �- - -- ----- `- 0 VC 3+ Maple Ave. N . W. - M D rn O : V w -P I W Ca S p or CMT) Z2 'Rf• - .K. i l-a. 2+��- �" C.I. --- + Stq. 24 '` 7- 8" C. I. Tee ( MJxM.T 13'Rt. O 2 8" D. I /V,'PP I, PE x P E) RODDFD 8" G44c Valve ( MT xM-T) /6' Rt 120 0O 6. St-a. 2 + L�(. -8"Gaffe Valve ( M7- )r M_T) Bass r.tn alit iuitintitYiuitntu iniuiiitiuitiiitmRINi gas t will Neil nt MKo nm St cf 7 - 8 nd (MT X rIJ) 'n ' -at3 N N C7 _ z N 0 0 � c co SS LF 4' 8" D. -T (T Jr) Wafer Pipe + a s � zl Taylor Ave . N. W. 4 ST W IP GAS ---- �-(n --- ��--- — T -\ ' ST -- � i � EX. 10" C.1. ( T.J.) Water x s Sta - Ot30 - 8" Gate VO/ve- C MJx NJ) i Sf-Q. O+I 8 - 8" C. I. Tee ( M 'x FL) I -- D o 00 8" G a + e- Valve ( rL x iyJ) x x m � 0 8„ C T . Cap P1�,9 ( M J) 5 ' L T. o n a co o z z o o m C: S+m O - 13 - 8" x 6 " C.T. Reducer ( L E-B MJ x PE ) CD Z � I �- -- + _ Q p m � m 0 c I P a m Cu rYN r O O (t M Z !L rT1 v mm ; z 4'6 '- r w o 3 O � -f + z Z = s o I L { cn 470519904Y A �, 4 SHORT PLAT NO , NE 1 / 4 , NW 1 / 4 , SECT I ON 18 , TWP . 2 3 N , RGE , 5 E . W . M , LUA - 95 - 085 - SHPL LND 1-0-0195 FND. MON. IN CASE IJEC X RA TIM OF COVIAIWIT TN£ OWNER OF rNE 6AMD EMI3R,4CE0 !V/rlllN r1113 NN . 3RD . STREET ' S//d?r PG,4 T, IN RETviCiV THE BENEF/TS Tc 14 cOR vE AND 46RU S TO COVVC r r11S 6ENE�/C'/A� /�✓TERES'�" w rN4 ,EA SE MsN7'5 sHew4l OAP RESERyE D dN r1115 �' w Q J � Y � sHaRr Rtxr ro ^vr 4mo Aa, FvrvRE ro cx4sg-^ yrLn_ THE G D T5, o� Or ANY rVR7#ZcR — - o 0 I " :o I , 5 udDi rI on/S r#,rRor. r///S corer-WNr 511,41j: RtIA/ o V) 0,ro M M M I - 4 0 PY/rN THE L�IND 145 SHOWN ON Tf//S 5110R i'PL 1l T. FND. MON. IN CASE N 89' II '24 E IN 89' II ' 12-E-63/183) (N 89' 59 '44-W-54/118) 4 O 8 0 259. 74' (260' -PLAT) FND, MON. IN CASE BASIS OF BEARINGS IS NW 2ND . PLACE'. o I SURVEY VOL . 63 . PG . 183 . CERTIFICATE �_ SITE ADDRESS : 2 1 2 NW 2ND STREET . 1 (WE) HEREBY CERTIFY THAT I AM (WE ARE) THE OWNER(S) IN FEE SIMPLE I - - - - - - - - -- -- - - - - - - - - -- - '30 LEGEND i ! OF THE LAND HEREBY PLATTED IN THIS SHORT PLAT. �" �••� I 30' 1 0 - FND . MON . AS NOTED . ���)�— �� � ��� • - I /2" I . R . w/CAP NO . 21464 TO BE SET - FND . COR , AS NOTED . in ACKNOWLEDGEMENT MIS `c "I o MONUMENTS FIELD LOCATED - - - - - - - - - - - - - - - w - z " IN MAY of 1996 . N . H . LATIMER ' S LAKE WASHINGTON PLAT '"Ip LO STATE OF WASHINGTON) aOI _ — inl Z COUNTY OF KING ) W O 1 > REF . SURVEY VOL . 54. PG. 118) ' ON THIS DAY PERSONALLY APPEARED BEFORE ME ��« ��-n—le1, �L11?54 �b < . ' APPROVALS TO ME KNOWN TO BE THE PERSON(S) THAT EXECU -ED a BLOCK 160 0 • > THE FOREGOINGH INSTRUMENT. AND ACKNOWLEDGED THAT SAID INSTRUMENT "_0 BE THE >z (�] NOTE: zi _ _ _ _ _ _ _ _ _ FREE AND VOLUNTARY ACT AND DEED OF THE SAID PERSON(S) . FOR THE USL=S AND ENT CL ,, a 10' AND 5 ' VIDE UTILITY EAS PURPOSES THEREIN MENTIONED. AND ON OATH STATED THAT THEY WERE v p AREAS ARE RESERVED FOR PRIVATE w' V AUTHORIZED TO EXECUTE THE SAID INSTRUMENT. M i N O Q EXCLUSIVE EASEMENT FOR UTILITIES " ,.� CITY OF RENTON r'•r�� o TO BE CREATED UPON THE SALE OF THE v l o �., t7' r7 rs/ • I0' WIDE SEWER ESM't. - - - - - - - - - - - - - - GIVEN UN R MAY :A�N ND SEAL THIS DAY OF � r °�� -�I LOTS SHOWN ON THIS SHORT PLAtf. OO1 Q i9 tit T� ^.� wM f'ER REC. N0. 5506645 . 0 M F-' j , o EXAMINED AND APPROVED THIS 1 DAY OF L 1997. MOTAfry � °• `V S . 100 ' OFBLOCK 60. THE _ N. 229.8! H NO I OR ) _ - OF WASHINGTON RESIDING AT � ' ' A MI I ATO OF W, NNING. � _.�, 50.0 79.55' 100. 2a i t. r0e�a � 110__ t ES. 'T,L— BU I LD I G, AND PUBLIC '"ORKS. '•• C? .' w — - O ACKNOWLEDGEMENT c,� ;A;N� A.� so' ese _n 20_eseL 20' 1S8L - - - - - - - - - - - - - - - �— --� — o 3� 30 LOT 2 I9' HOUSE" KING COUNTY o V, I 1 STATE OF WASHINGTON) ; ut (207 TAYLOR 31 6' _ _ _ _ _ _ _ _ _ _ _ o COUNTY of KING ) w I, I JO. AVE. NW )_ � LOT I EXI3TIN0 7 '�ON THIS DAY PERSONALLY APPEARED BEFORE ME HOUSErl� EXAMINED AND APPROVED THIS DAY O!r _Jr� 1991. Y �M 1212 NW 2ND) . o (210 NW 2N _j O TO ME KNOWN TO BE THE PERSON(S THAT EXECU:-ED - i -' m 0 0 L6 THE FOREGOINGH INSTRUMENT. AND ACKNOWLEDGED THAT SAID INSTRUMENT TO BE THE �-0 C& y L 0 T 3 m 3�n /t�'ed Aow,,r� FREE AND VOLUNTARY ACT AND DEED OF THE SAID PERSON(S) . FOR THE USE'S AND =:p JI; m m ml� Ica o DEPARTMENT OF ASSESSMENTS DEPARTMENT OF ASSESSMENTS PURPOSES THEREIN MENTIONED. AND ON OATH STATED THAT THEY WERE �'0 v, w I p W1 n _ z KING COUNTY ASSESSOR DEPUTY KING COUNTY ASSESSOR i AUTHORIZED TO EXECUTE THE SAID INSTRUMENT. -Z '^ U .d + - -_ � _ � I � L_ CARPORT J Z I �� � �T � • fjT f N -s�t� N 20' lSBL 12 .0' ■ 20' 8SBL e.e' 20'SSSL ILL G I VEN U EN' MAY Af'�ND SEAL THIS L � DAY OFd46-F 1 Igo —A— M S r L� 50.00 79.S5' 100. 29 ' , N eL z IN AND FOR THE STATE Y. ��.�`,.� �f',�Q ;Y > N 89' 14' 14•E v 229.84 OF WASHINGTON RESIDING AT �� 1 0 w4 ` °o M 0 v� 0 .r.�^r•p�n� I .M - - - S 39' 14' 14'W IN-900E-34/1le)_ - - - - - N 86' 44'S9_E )� 259 .86' (280.00' PLAT 54/II8) 2670.01 ' FND, ALUM. CAP CALC. POSITION CITY OF RENTON LEGAL DESCR I P T I ON NW 2ND , STREET o (NOT FOUND) CONTROL MON. III - - - - - - - - - - - - - - - - r> \ CASE N0. 1099. THE SOUTH 100 FEET OF BLOCK 60. N.H. LATIMER 'S LAKE WASHINGTON PLAT. \ ACCORD!NG TO THE PLAT THEREOF RECORDED IN VOLUME 6 OF PLATS . PAGE 70, J' IN KING COUNTY. WASHINGTON: \�! TOGETHER WITH THE EAST HALF OF VACATED MAPLE AVENUE NORTHWEST I °� 0 p�E� H'�N ADJOINING ON THE WEST WHICH ATTACHED BY OPERATION OF LAW. \ ^sH/ PREPARED BY: * 41 HANSEN SURVEYING- LOT_AREAS___---- ' N RENTON. WA2500 T98055T'DR. S. AREA TEL , 235-8440 REFERENCE DECLARATION OF PUBLIC SEWER COVENANT REC, N0. VOL. 54. PG. 118 LOT NO, I o OWNER :E REFERENCE HOLD HARMLESS AGREEMENT PER REC, N0. VOL, 63, PG. 183 LOT I 5.000 S .F . ,r T S�� EQUIPMENT USED: 5- TOTAL STATION, LOT 2 7.955 S .F .LOT 3 10.027 S .F . RON CITY Of RENTON ^L111N4 RON MUNSON SURVEY METHOD: FIELD TRAVERSE, CONTROL MON. IN 423REN ,S S,. . THIRD S ST T. N0. 884. ExP�RBs: i/3l�ge POSITIONAL TOLERANCE OF SET CORNERS : •-0. 1 ' TOTAL AREA: 22,982 S .F . CASE TEL. 228-5662 LATEST REV ; 4/25/97 , SUF'VEYOR'S CERTIFICATE - -- RECORDER'5 CERTIFICATi , S• � g , ---------------------------------------------------------- -----------------------t+w s MUNSON SHORT PLAT This nap correctly represents a survey made by me or under Filed for record this __ day of 1ri A _ , le_C atl:�lM. my direction In conformance with the requirements of the S::rvey In ok j{� of s __ at page UY- at the request of NE 1/4 , NW 1/4 , SEC . ia , TAP . 23 N . , RGE . 5 E . • W . M . H 1� NSEN SURVEYING Recording Act at the request of RON MUNSON in JUNE__ I996 Hans CITY OF RENTON , WASHINGTON . � RENTON , WASHINGTON DXN BY "' Hansen �.- RGH DATE 6/ 10/96 JOB NO . 96022 Rodney _ , TEL , 235 - 8440 Certificate No. 21484 . -"--'--'-"'------ -- --------- Manager Supt . of Records CHKD BY SCALE SHEET RGH 1 " = 40 ' 1 OF I i I 1� f I Wiwi- OF FAN . • _ l -- - =:=as•_�:=ICC==s =s �__ =—=s.- -__ __= "r��-- MO= �� _ =0= N3=�= =—��==—ss= s_a_==_=_ice_=• --_- -------- am _�—+--_--E---IMCZMM __E --_—�-- —_—_ MCM 1 _— — r. ---- -- --1 _• Ccc MwN=:CC�===OSS=S===S CCSSS�S.SSCC________________ _-_���-- 01 MO -�•� /�1. -�1• ■ _ ______N_-____-_Y�___-__ `___—____—___�-____--_____—w_-, YEN---_______Y_�_______-I _-_ __ ___ __1.,11,���_--_-___ _____w_ _-I _rl 1 ■ —•"--:OC=CCC�S SS:CSSCCS:CSCSCC=�SSSCSSSCS�C:S=� S ���= =:� .�--= C.S ==TC=S==S:SOO�'—S— .�= =ate �"�__ ___ CAS-�!"'t1�CS:� S�� �' SSSSSSS1�i �S�—.=-' amw—_____�___-.r•________ w=�________��•-�.'S_ �__Iiij_�1 r-' I'1 'i�____________�_�________'3ri -'i __- L_______________-�.-"L_'�/ ii_____' i. 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