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3 102 100/ 91 91q/ 89 h OC h S 050% O 0 - - n - .d. r � oil r a0 V • • 1 `D o I n r I r 0 0 of o O - W v 3� � s _v W Q W N Z W lax W �W EL E ✓ 106.45 RIM 106.16 (57.) l- M N ' 2 ft'P.VC GL100 80iF SrO.1676 I.E. !03. 45 C. B. T.E. 103.40 M 1+ IV 5 S EXIST. tNeTALL DROP COLINECTlom PER CITY REQUIREMENTS �' L-L I.E. 98.90 DROP I 0+00 _--1 0+50 0 `EXIST. S c I.E. 89.50 LE iELe, EXIT NEw ASPHALT CON'. TJZr -z - T• iu a 9-it Sa.ti 5 E W -55-10- -S5-8� M t'EWE P.-ET-B'- ST-�- MAt4 HC. L t U CATTC H 5Aeelft 0 � W A T E L l; r vV- 6"- -w-8 = VL✓ h N k�DuGER%1tgCkEfa�E� FIRE HYDk hr, �►;� r✓.Gt 7 tf ♦-►i 1' riLITY NrJLE r C u F. 13 Cali T T E F E N C E CWOr• L, S 1 N -- 1 51 ;c N -� T k L E C P - STREET LIGHTS 100 WATT SODIUM VAPOR PP 4 L FURN ISHED t I NSTALLED WITH 30' MOUNTING HEIGHT ON fc' MAST ARMS _moo 1+00 SLOPE = 050 R. I N 4 10 70 6 4 (ST)_ MH 01 r � 12r. 230 LF PVC. SLOPE -C) [�•L-- NEW 8�DI WTR LINK CL 52 CEMENT MORTAR LINED e" 3E6 LF PVC SLOPE'0.004 F/F 1+50 Z+-00 IO 3AWCVT EXIST. ASPHALT FROM eTA.0+32.,5L+ TO 5OAROUKV M14 TO STA, 0+1615'R+ TO 330R+ O STA. 0+ 191, 13' R+. IN57A L L (o" UV it 6X(vX(a TEE (PLUG AND BLOCK N. LEG) 6" GATE VALVE AND 6 r. 8 INCREASER. TO THE EAST 3 STA.0+i1, CONNECT NEW PVC "r5 TO Exl `TIN4 NIANHOLE WITH A oizc p Cp1.»Jvr(=ot`1 PER CITY $•' 1. E. 98.90 M !-1 1. E. 89. SG rER LITY STDS. ® INSTALL. 8.OPVC STUB 12*OUT OF MANHOLE Ss0.1o0%-PLV& END. IE 103.47 1�5 STA. Ot37. 8* Rt INSTALL. TYPE III-4$ MH PER CITY, I.E. 103.4E-RIM 106.16. © STA. 0+37, 17'rRt. INSTALL TYRE I•C CATCH BASIN I.E. 103.4,r-RIM 10.5.89. n INSTALL WHEEL CHAIR RAMP PER CITY STD. SO. L G/25/l9 JRC �;C K6 CORRELn-F-t> IvJO-rE. .� 161_EV �. Cl'!J►JCC.T101J S T. 5 . I.E. 10 2.93 i " M 14 1 (S S) I� RIM 107.90 NEW 8 01 WTR. LINE r � 1 IZ"PVC 348 L F PLUG d. PER CIT I Q+ 102 1,51 00 i Qi IGO K i•E.100. ' ~ "s< EXIST. MI InI 17 �I �! 2+50 3+00 3+50 4+00 6+00 6+SG ® 5TA.0+221320Rt. PC OF MEW CURS RETi.1RN, 'LOPE CvTTER w LIN E RADIUS J•RI •/, TC CPS FL EV. I0S.89, 1.5' RAD. ® UTILITY POLE TO BE MOVED gY CTHEkL. DEVELOPER SHALL COORDINATE. 65 TA, 3.33 END 9E\N CTPEET 51:.EWHLK,! CcUTTER. aRAGE E,0' f T1?46 :t:RAVEL STREET T'r 100 5-TA , 2+90• CONSTRUCT 29# DRIVEWAY 0PENINrc PER CITY STDS. MATCH NEW P = PHAT. 11 STA. 3+11 INSTALL FIRE HYDRANT ASSEMBLY. SET IarGRANT 13 APDRGX. �TA,4•20 ;3 r.•. ItA.5TtiLL 8 x 8. C TEE Is 9•• S. C F BASE LIME. �•$"( 6�•CsATEVr.�:c. PLUCj,►�t•a('j &�GLIc EH_`7 ENv toeSTA. 3+30, S•Rt. INSTALL TYPE M-48MH PER CITY_ I.E. 102.93- OF TEEV toe 107.64. IIASTALL $"STUB TO .3•BACK OF 51W-3=0.60%. (16 CONNECT- NE'JV 6• [" I WATER LI'vE -1CG O STA. 3.37 INSTALL TYPE IM-48 MH PER CITY STD. ; ExISTIr4f51 6"_INE.(D15TkNCE A�+7� 1•E. 101.30-RIM 107.90.87*`,TV6 TO EAST (4,04CG4.. W ` LOCATION UNKNOWhI� r r. r 12�� 17 STA. 6.78. SwRt CGN'N <T/--►=;,, �.; 5EwER PIPE TC EXiST ".5t �J!A tHVLF .� fl., I.E. 102.38. !3 � �g STA.O+48,C+5 7 t 2+57 I►'1STALL 8x8r 6 TEE15 _ - - _ � v ANCfC�CNt�E�T ExI;;T. 6 `�;, ;_� `'ryc�-� • o • c o .. O+ p O • • A • 0 , O O • o V u • • ' O e pCIC e " • e a, _` -`� �� - / I• _. N • f ` _ ST, • NEW 6" GV 14 NEW 80, GV 15 1 ~ 1 18 IO II IE 103.05 -- ---- ----- -�-----�-� 2. AN ASBESTOS COLLAR SHALL BE USED WHERE PVC PIPE CONNECTS TO A MANHOLE OR CATCH BASIKI 3. STORM PIPE SHALL. BE PVC CL 200 WHERE NOTED, PER CITY OF AUBURN STANDARDS 4. PIPE BACX!NILL SHALL 9E SAWK RUN 4RAYEL, CL A WHERE EXISTING MATERIAL IS UNSUITABLE AS DETERMINED BY ENGINEER. IJJ` (-S-Tf iVARIES ive W ;z V1 H r•v�1..... CEMENT C_ �.ti ercn ie� ... - °' . .. _ .� 3 i _ ASP&T 9AlE 3IIS160 LED $uson . Officer Huffmon It0►hZ. 1"c 20' (Grlenn Vert. I": 2' NA 25� 8 1 - - - �-• - T1 PE A _ Kn j VT :.r. 2*CL10 \ 4r!-Hr�+_T �r;r 1 DIRECTED BY Ir' . Q c L ,k . - �� r ✓� _ , ,F j I L ENGINEER NU SCALE Mav 9, 1979 D-82 FOWLER 5/ S179 ' STREET, ST. S, SS, WATER, C 81 G 19 th ST. SE (CIF" - "G" I W.O. 07349 80 D - 764p SH -1 I AIMZ SAPJ. ssomit _ = Wv*X-✓P WILL SE AT TIME of 127W SE - r , Y _ 1 • .� . STREET GoA/J r*CV770A/ L t^b I' I� ` ) ��,6� (� Pr+oOEM17Y iwNE 49-oo T^PP u 46 A� AlOre WATER LIAM W144 SE 4&VJ7X Uto7Vl> &A/06& I9*4 sE STREET rRoJEGT Q a -NEw f Lam$- d &M#L QApNv~ Pt.AW IrOlk T/ON oX SrMfA OWAMot SYSTINM r � K_ .� .._ I w _ F I J 1 1 � r NOTE /. /97W SE STREETS 1AJ*eZl1 ✓N6 WATIEE j SAM SEVA g vrmeM w,LL SE e4A1S7VlAa7ED PEE PLANS ON FILE /A/ PUBLIC WYS .OEPT: E.A161A/EE*21A1G 8V 4`177Y EAVGI& PEPT_ I i • .r.1 t"` y THId DRAWMrO HA8 SEEN I .rvM,r► - ►�►�•��, ���•r w,r� 'a rry *or Wgvmu TO CONFORM TO AWVIC�I iTiyVOARDs s�ci��cwr��vs• BEST FIELD INFORMATION ISM uL.Iw,'ITr, -%L- "t :'•,,,. T ,P, AVAILABLE L ilr-4:,, �It�i'Y�,c:�r-�M�I><:..Ti ?!•+1:= G;:,� l.;rltJ?�± ��...ELM I" .y � "L- f I. D w^1.L'4'-Jo Tp� r V. f*. T 1 1 l'..244'� , I('4.—,L L..jV !(•Y1 rurl0440 *MA".6.L �. � a_ nC,>::� r..: II••a.� t..0 v 11•.t C x ; T:,• , � ►.->,...� � ' :.__� I, T- �,�,�_ , �., ,� .-�, . �. -,. • .y I � rl � 11� .,r w'�-. � � �� 1.y � +t.�:.I, : • J•• ►^r, •.Iwo µ{i.. sue' Wit' �1r�T! t+h '�4ET�-►'/�+►J-�'Q"• __` ..I .a . x BUT i �►1 r o dC oB rR�►t �st!!1► c. ,. T?'►'• ► i r►,�.'=.Tr,�c.•"y, ��Iv1.:.aR. ht~+� r�+6t'}�r'+•:: r-:r�, Y:.••...� •�•,, --- a lbk. 4 �ti t•!� {....fiG.��►��r• r '��:11. v:..►►•iT '11�i.,•it.]�'. '",,,.1 T�!. .:.. ,''.r'.' ..r. 1 T .T O 'tL.- _. tiM►10� �1►+ • ' -.gip., ..-ayrt Trp %VW I": :✓ � fv--p -r ; :-i.:. APPROVED DEPT.OF PUBLIC WORKS CITY OF AUBURN ENGINEERING DEPARTMENT. GAIR. AN An rE . t r ✓. _ GiAI� iiV. I� C sty �%2!/7►! 8o AowL.&)?-.. 76& SH -Z Aprs- 1 .t AMb•00 4s1►r3 4/A- A.�.11'. r wd ,VIA` � e..►W.a' AOAP600 CT') , JV I r a 0 No g O . r S T i_.% '.7Ai C. ..�' i. �a<. ( _ = ^ -}< 'r� _ ^',�• F't� �' f. T s _._ T i Is CAM 5 `TF v _ c.,r BY. DATEI! THIS DRAWING HAS MEN REVISED TO CONFORM TO NOT IUD INFORMATION AVAN."l.E REV1 SIGN aY SM061A S' ! A p is P �' t S -17 Tq w ` n F 4 AWN ev Fr�w��2 A nT< 80 D - polo sH-3 •j� J M2 164 I en- - 100/ 9'1 71L R"' . . . . . . . . . hk'Izag, j, j, "Ian . . . . . . . . . . . . . . . . . z", _.0 A 0 0 0 0 0 0 0 w (L 92 NJ v. % .710 _7.-'G 14' 1 AiW1 t(_4toT) Kim. 107.90... vi 108 ---.E YIST. RIM EL.E.V_1 10A.-45 Oro REW8 -01 Vetk. URE_ F 1, Jehm-tUpq sot.F A -PER �L_F: ........... --- L 5t6S_._ 104- -A 6 J_ `1 ��A�t e R& --Z -MORT s S,�(� -5z- -NTI-: AFC_L[N'ED Tv - -CEME A E'.' 1-0 -3-.-.-- 4 6 _-C B. _10, "i, . 7, - - --------- co I-F vs _pVC-L L!O-P-E_. Ape L L A�� 160 + 0 V 11`13 STAL L 6 S5 EXIST. co +2 _,u i4tdU_1_R.' MEW- _`L� AP0-- 9 P_ 0), + '0,+5 A.- - -6 -6-450 0 EXI G-T"-S'S S TA'. 0 2 32 Rt. p W C 6 F R'E R Er U.10A., 3 LO RE GU-Y T w 6 '1 . . _114 . . I . w L -'E Cn R4KI5TU5-__'0-'94 0/6 TO RA D. 3_AW'CV'Y___'E6X 1, OTILITY POLE. TO BE"MOVED- BY'OTRERS,A)E%�ELOPER SHALL Ek"D -KEW STREET, SX0.EWALK_'C_VRI3.. ARLO I— -ST. A-5 P'14'A7L'r- FR 0 M'_5 TA- 0 +`3 P_ S -L-+ T0_5, A-ROU R_+ Jot T06 -L--STREET AVIE 57A.'a +E) o, `WWSTRUCT,�?_9 O�Ivjt WAY'O Ottklk'G. PER'CITY."STDS 641 -SPHALT. MYT-E R�._'G�WA-V'E E: X 15 T I'gCx Cx F, loci MATC.H A, E _V --F'1_R*t__R1VR-AKT A_5'5F_.M_113�LY.'ttT I4.YD_RAtA-T a+� III I H STA L:L,. -'6- k 8. 14t. R'EA-S-E R_ --TG_'_T H 77 W E�_ -tASt 48 9 0-'F -BASE., Ll PROX , STA � . � . - - I - @ , , 4 4 ?_"O 1,3t ;YT&L L _8 8_v. A. TEF-i AP R+. I R 'L E. -PLV&AR-D _SLLOCK'SAST E'Rb A I-". ',.STA% Q41 I- 0*H'_RE'CT_ .'R,E'W.8 �PV'C'S 5'. 1'*"N'.*..%�-MA6N'H.0-L.E".W,.I!or'lq -'6_1R"+..: VNSTALL`TYRE� IL-400M.H_ CITY 10L?-.93 R_C.1TY.1_'STbS. r +30 PER IKI)vsabbu PF—R 5:6. PE -_ - ! -_ s - 460- 10.7.64.AIASTALL.�& 5TU.5,. TO. SAck 0 _'L E-,U ENV A .8 �pvc ST.VB'1?_.00T,OF MAN'ROLE:. :-,b-*60%_'PL' F --�'Q[6� �t'094EC_T__'N_tW'._e VFWA-rm -L'I'M E_ -rO C4 L' NSTAL U)3 _.5TA `3 3' 7" "IN' 5 TA L L T Y P E 'It - 4-8- M_ W, PE R_-CITY.75T EF _-A STA. 01I`3�s R+.� IRSTALL TYPE.'= - "CAT'll 0 N. VIR K: T` 0. 8 'STU S _T6'_eA S Qr e�040,dk w Ld' t` X-11-5 N'r. W �-E. 103.4-T-RIN1465.2.13. �STA. 65 4 t014 R EC'T'1AE1rW'I2'_" PVC R -STA.:,0437.17 Rf.ARSTALL TYPE.1-C CATCH SASIK 1"" 7 5to mti tAS-P-HALT `SEWEK-P`IpE TO EXISTINQ MAKIROLIE-t- QxRAVEL 14ST'A-L L _E E L_ -C-14 A IRL 11, XM P. PrEk'OtY ST V) W14 w U) 1. E : I_0,z %_ 3 8.. F_ ME RT CONC. 4 5TA. 0+48-'0-+57 a+S7 '_K_�TALL 6_1 'ES R .a _Pvc. (0.�'PiFl,!�LdPt 13 R5. _S'-T0_R_M_ S'EW E'R —ST-7-8t-- AND i tVI kN H O�L E 0 4, CAT.CH -BASIN 0 C, a .0 ft Cb 43 422 0 0 a 10 40 0 43 4h. 15 0 0 6 a :7 Cb 0 ca dp a 0 W_ Go!- C. 'W OWT'E R -W-8 0 0 0 a 5/ a 0 4* t4 C, 0 _LINE Orr )gy to '0 6 4 00 45' 61 1 ! '. I I I 1b —0 4s: 0 0 0 0 0, 0 0 a ft , 16- 'A4 C� 0 0 a 0 0 'VAL 0, wj a cb 40 0 0 6 k— a, oAA 6 0 IREDUCER/11ACREAS 110. w .10 'nosh I- R 06 0 T cb A 1 0 43 0 14 0 0 0 A '11 Ll T __P' _0 0 IFIRE I4YDRAR-TA:SSEM8,LYq--N 4 w, IV'T- _Y %j 0 7 10 4 MA . 4 �A C 0 b 0 0, 6 A 0 & STREET SlCeR 6 ui 0 0 V a I TREE OR 514RUB 49 0 0 aA f� tw, 81'."G U ):A- FER+GF_(W00Q) u CURB 4 &UTTER (E 16ai. Ms C L RE PR-OPER-T\( LIRE ------ 19th ST. SE J:z, 'V AKIE6 w STREET LIGHTS DAT w. 84 SODI U M VAPOR N. 100 WATT C' I!, - - OT E S_ s SEE A -HA C .. - ro-ft _ 1-7 CO) CITY OF A06URN 0) 10.00"F 'CEM'ERT CONC. S1w i"18. DFkAWING MATE R"IALS 'SHAI�L "CibIVORM TO' -011M.-.TO PP�L FURNISH Ot'lKISTALLED I. ALL W6RK t- PORTIOR 0181- AVEL W it 30' MOUNTING REIGHT STANI)AR05 A SPECIP1CATI'6N'S- !ON GR 4" TOP SOIL FIELD.-INFORMA! _(E X I S_T.)_.__ p (b` MAST APLMS P�JC CLO 4 -VAERE KlNeCTS - -aVTTE.R ON E. A:tA-ASBF_5'F6S �C6LLAR SHALL BCb8r=b 13EST TYPEW" CUP,$ .-AVAILABLE. Is " I -ASPHALT CONC. TO A MANH6LE 6R..tATCH BASIN . - , ;eL/� ' I - CL S _BF_ -'PVC -CL-P-bb WHERE IJb'rEb,.PEFk-%tI-rY. ST()RM RIPE SHALL'. 6r- AUBURN STAN"bARt>S. ... SOAL' 4—PIPE BACI< ILL s,HALL BE --,BANK RIUN G-RANFtL, CL A-.WHr=RF- -1 N LtD 'By EYISTI'WG 'MATERIAL IS'UNS'U'ITABLE. AS bETERM ERGINEER. S/j.MINUS CRUSHED ROCK of %% CLASS A BANK RUR GRAVE-L (6_"__MIN. OR AS DIRECTED BY TYPICAL STREET CROS 5 SECTI ON EM'GI*N L ELR NO 5CALIF r od t5�y :0iv '��ruswann e.Nuftman Go ij R N tjot;z. I,,- go, i Glehn A. Officer May 9,1979 I T 'y '-. ' - _. _1.__________. . - ... I , I D-82 FOWLER - - - - - - Tk() G d �u r-) C.) L) STRE'ET, ST S, SS, WATER, C G K'-,; CC 'TkI FA v 7 > 49 A W.b. 073 __6751 A j P-�i 19th ST. SE (11r1111G11) a 0 --D'.. 7& S-HIV 7, s I Is �0; -A _Pw 7_11 SAM. SSW" MOM I/sox- moo wIt" r W*Osg WA -me LIMP. T" t^ 104. t:;M1 5 MERV J— ,C,%Y K aw _>o T pp fw tKyr, we.,ltow T PAM A 41 4N ll" I y;p; Z f 2A 7 to J, '0 40 41 WA4 tpj,_2,p 0 W, r7 `77, A, Vk l7, 10 4WA �vkve, kip 3A T% Al .7 -woe- o�. olamor I sw*#& 1+4 i _��k t -4" _7i k-, *V P. 7Z 1 -M N. r-: o4r, i ot A L4-�.'WOCA kk Lo� 'Nol i-4 -,U 7i, 7P 7 7T tw7 .4 3flow IL ooeer e ILA -- ---- 1,1 AL tz A, 44 JL -7; 't 4- .. ... 6-4;4 n IN' 7 w "t P& Ve k 4 46 #4i, it AP'Il Q, '79 A 00 WMEH R., A/ 9 -V Z, -7 �;4 , � .41 4, -^ 4. .- 1. .41 1, - m ., .- .. .. - . ---I , i . " I!. - $ , !. , _, - - . - l ;_ - - :::� 'L 77 ol Z� ;4; v ;.:t- _11451 ye x 4t fir 7; 0i I _J, 'f J, '14A '*( -. , - - , I � . -,' , , , , - " .1 . . . 4. " ' %' ' I , . � �L -"4- -v Ar C L J�! A 3`1 :k. ViA, i -`f tt '41 1 -7 It, Ito- 4W S-Z , f't' !q 4 kt�._ , , 1A r Ir 4P* 'It 44 e it ik- " !W i 1 7 7,%F=�-:, 7 VZ r" "7 '4' PNOP 0. MM T. 14 ij u. X 44, 1�� W jw� V, t_ 4 k. AC jj fy. T y 'At 4 1 lot, "Ito 'Z l 7.*,k 't 'ej t T 140o - � . "; Mq I- 6 _4 ',�)i IV, lt zvl �4v' V4 -r-w_,t oL m7 7 All �4 1.3 '17 "j, RI. A . k It A -,7 A I A� X &I 7T 14 w, K. t new-- -,., A r kk J 44 iP k Pit � zt.;.. . C " 1 .1 1, , o 4' 7 -4 . ;;�4 ir t4 .!:4- 0 U it t *;,too. t j 194". tXiji-iF� -ro il/-. j Wf 17 kC AJ - z k ag� 'Y' >1 I T1 Z 4 'T MV 'S rne t4 7 Irk w� f .04 j q 06" t W's -r,>pA, 6 ;k, vaAh Wi n, ro .1 :.v Y. It. 1. 'Iy- "C" Ar Aya it DATE `77-77777:�� r % t HAS,13�EEN z 14 "CITY: 60" -4,it.", w it -t a VOW., 'svtd- bAkb tt, 4�-�*kle�A7�00AAS. -ro 00" A0 JAW EST N', FO 'FIELD -1 T ^iht -t ' 0 H t! - '. _1*1 %113 -4 e,i '.it-44- a, 74,�,- 41�p t i 7 r r_ a 13 v 'I 4t -AVAO -02 - f,4�, ', - . M, 11