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72STR280
ri. TYPICAL ROADWAY SECTION 30'R w 2 STA. 0♦39 TO "�" ST. SE. UJI i lt"` OILI NEW TYPE T CURB GUTTER i NEW 5' 5 I i 9th ST, SE. "N" ST SE. TO STA. 9+35 30' Rl%oa Z Z_ "s5i R w 1 "' 30' R/W F- � 2 Z W 40` s VARIES 13.04,a 14 5' 17' — _SLOPE YARiES ---j--" —2% SLOPE ---a► EX15T, TYPE *E" CURB r 3IDE\JALK ti I 11 HST• SE. STA. O + 25 TO STA. 3+24 15T. GROUND 'R � NEW S' 51E WA L K PAVEMENT (I LIFT) I EO ROCK T. TYPE E" CURB s. 5iDEWALK 5. 0' 3.5 /--r1t5}T GR IJND �— -3 y I [VIEW T-4f- "Aw CORiJ i2-r 2 CL 5., A5PHA T PAVEMENT T1INiU5 { R415HEG Roz: h r � PIr R%—'N ,RAVEL PROPERTY LINE CONTROL LINE CENTER LINE 5TORM 5E.1,4EF � M11H SANITARY SEWER � hh WATER LANE "AS LINE UNDERGROUND TELL CATCH BASIN th`ATER METED BOX `w'ATE R VALVE FIRE HYDRANT MGNt}MENT liTILITY POLO TREE `dt 6U5" GRAVEL DR►`rE-WAY D!'-%' Ct��1: DRiUF-WAY C'iWj A; PiiALT RiADWA`i S Pltaa',T RE`luvAL LGtiC REMCvAL SIDEWALK5 SIDEWALK REMOVAL FENCE. SP�ZiW'.? Et;EAD LEGEND r,ew � -w i V iCINITY MAP 9- �; • T— R•17 b' FCR 6 CURB SPECIAL. DRIVEWAY SECTION FOR DRIVE WAY 0;i +� I& 5 TM. -i it- JS Rr 5 T A T* ioi Rr. DRIVE -;-wittily 010 3'� 0 STA 5-2.8 Rr. DRIVE WAY ON `H':T 0 5TA. 1.41 Rr uRiVE wAY i;N 'H"STt 5TA _ G7 Rr A flI 2-27-TE, �Q F NO. REWSION JT CITY OF AUBURN WASHIINTON �... . �. 2 6 9 M-F w* DETAIL SHEET P L H R L H SCALE 1" = 20' 72- sTfo" M ,f*. _ D , r }' i �y� i i i_ 01 INC + 7 _. _. • - - . , , ; . y!Y'�` Ili ,.,��.Iw�.pw4A111 ,,,-► s .r' ...�.. -+lr� +!` '+Mwn�'.""'r' """' f_ 41 r , y , r a. Y [_. - 1. .t .� _. I « � • , l --- 90 _ _ _ - - _ _ .. _. - nyyy �1i1 l...__, ._. .. _.. _i.--._.._T. _...:�_ ._. :. _;L__.,...$.-. .__...$?,- .ram.:.-+... _._.�._._,-_! _. .. .._.. _,.,�..- J- TC) - A4T-9 _--�_f- Y _� +- _'_T__._.-. r Al- _ « I ' a - f , .Ip X 0+00 1*00 2.00 3. 00 Ui Go h s a Q STA. O*% 1(o.0' Rr- TN'PE I-B1 MH 1`11v EL 90.3 : !�! OUT -FLOW EL.90.(90 r? f •.O 5TA. O.5(o ASPHALT 5AWCU T TING Qs 5TA. 0+(68 22' Lr. REMOVE C8 ANO PLUG LINE 1, ,Q 5TA. I+UCi 22 Lr Fr TYPE I'C C$ thlV. EL. `�' `• `jTA. 2*`' 17'Lr. i OF 15 /W OPEN!►J' 91.Ok. G 5TA.I- 'E'i7' RT f ^1= ;"` D1W OPENING Q STA 0*95 16' RT 8' INV. INTO 12" LINE 90.88 ,; 5TA _24 1°• L- P "►::)vE EY'IT S/yi A.NID RE Pi.ACY 60 STA. 1*CO ',0a' Rr 8- INV INTO 12` LINE 9090 ;TA 3-50 17' Ll TYPE T C- C!3 INV EL +i..52 , 'PTV. Q 5TA- C•51 TO STA 3+k4 25 ' RT. REMOVE EX15T G AQJ- WTR METER BOX TO S/W GRADE tj ';;TA 3.5(d 17' Rr. -i_YPE II-C CE !NV, Et 0" J STA 1*)8 30' R REMOVE i REBUILD 2 P15ER 5TEf' ?A ',�,` <` 5TA. 4•b4 L`. REMOVE TO CONFORM TO NEW SjW GRADE TA �-7 =, ! 7' L- � OF 15 � G/W ' �'=E• �d►hJC* +A1►JCUT 32' FRCM it AND REPLACE CDNC 5/1N 0 : IA a• i ' AvJC!.,T CONC J/W 41' Lr. 0-6 it ANc CONFORM TC NEW 5' S/w C(-)NFORM TO 51W GRADE GSTA. I*49,r0 LT. t, C F 15 G/W OPENING .,?A 4.7" ;7' L- Y_ r'i� IF` rJ%W 0+'tN+NC, Q STA. 0-5-12?-'RT, L CURB Lr. TO STA- 2-00 17'P-- ,z, CIA 4-act REPLACE EXIST. 3/." WTR Sjr 28' RT !� 5TA. 1.00 22'Lr L CURB RT. TO STA 2+0G 17' Lr CITY OF AUBURN STANDARD UETAI . REUSE Cfs' kEPLACF" d STA. 2+3,0 17' Rr f. OF ZO' D/W OPENING (NE'W D/W) EXIST METER BOX AT THE DIRECTION OF THE ENGWEER. CCNNE(-T NEW PVC. TO [ X!;;"' T f IC'j, 9th ST. 9E. Q N v jt IAi if) ♦!7 �n )40c Vc •-- I.W. ' E L;, 91. $fr 4�00 0 Dl7 Q :- NIEW CENTER- UN£ GzRADE 17 �' 1 612 fo i t -7 i Z ~ tY7 ' r.�', V , i) c ) L'j ° �' N PA �./ J p✓ I J• Ci 1. i -� +_ T R P i . T - ;.j !•�1_' �T^ �iL r. ,AW�I!T 1,1 ..: TKiF'. �W�. �-7A i ONFOy,RM T�'' r j/1,v '7 /lN 7 A ' J � I �i ' �� 1 \- l' I V N LC T � M0kA0E. �T J s{ 1 I (i'4 T�J iV ` 1/•! .� V AND FLL' = :.xi`T STORM (?} i�: �• 4 �,' 1 .T- Iiv�TALt_ o` ND`:ER �h! :1tl1(qsltvr co 94 32 9G DATE 2-2z-'t3,i�R CITY OF AUBURN AU SURN WASHINGTON LA. D. 2 6 9 m-F ;. 9 t h STREET .E. i=ROM ST. to STA. 5+00 E. STREET, CURB 81 GUTTER, 81 SIDEWALKS DESIGNED RLH JAPPROVEO�vt S#EET DRAWN RLH �- SCALC !" � 20' 2/ CHECKED i'i. H^ DATE June 26. 72 /5 Contract No. 72-14 72-STR-2136 SH- 2 r ~-- INV. EL. 93.35 : _. E3 : t L 1 - T 1 w 5-00 *Ov - 7-00 8-00 5-00 io*C)O r' a bd r� .Az>: 717 I_vrrp EEMAN • • • f • • 7 < rrY LUPKES ` 7 • U 41 i a Flim �Twr, x t mil lr !t tm FROK_ e�er�t d = 92.46'07t' R = 15 0 0' T = 15 74 ' U ADJ. WTR MEYLH bQX _TU b/W GRADE Q 5TA. 5t10 A. i 2+4S 13" RT-. TO CONF'ORr ii TO RICiNT-OF-WAY AND STREET SECTION EAST OF *H' ST. 5 E, 0 STA, G * 5 7. 50 Q 5TA 5-23 32' RT 5AWCUT 2' 5jW AND REPLACE TO MATCH NE'w` 5* 5%Y� G STA. 5.49 15' LT OF I5 • D/W CPENINC-i (s 5TA 5+95 i3.5.L-r. PC C'1RB RETURN GUTTFR E'_. 9r_ © PT CURB RETURN GUTTER E-L . 4(o•515 a 5TA. (6-00.50 ?-A 5' FIT PC CURB RETURN, GUTTER Ell SIG 27 (¢7 RAISED AC CURB 4' FT -OM C f G (TAPERED) Q9 FAT CURB kE.TURN . GUTTER EL. 94c. T3 Q STA- b-25 57. LT CUT A5PHALT EVENLY AFt+7 MATCH NEW T :' LL s. D STA. (6-13 5' LT ADJ. 4TR. VALVE 30A TO C,RADE . 0 5TA. 40+21 50 9' Pr 55 MH, AD) TO GRADE t } ;F_a:s A_ 1 n# C. t t 2 Q 24' Rr EX15T. TYPE 4'E " CURB , DO NOT DISTURB }TA 9+'10 IO' Lr TYPE I-C. L5 INV. EL. 93.4i 5TA 9-07 f(o' Rr TYPE 1-Al MH, ALL INV E:L'.-. 9Z. 91 � I iILN 1EELY' ! BAL.ZER r ti• A cn 1 y' 809 •1.A 'jy% .h^a,w i..; f �� tie i IN �. F ? •„ I n- r js Al '7 09 A, 4 FOl1N0 EXIST M774- j t 1 4vw. ° fq 1 i 9 V i I 5TA. 9*04� 24` Ri. TYPE I-C CB INV. EL. 93.10 Q 5TA 9+iO 24' RT. 4" DRAIN Pt PE, MAINTAIN 5TA 9*35 END OF A5PH,ALT PROJECT J STA. 9+70 24' RT TYPE ►-C C9 INV. EL. 93.35 CITY OF AUBURN 1 cn i WATER r t4 � p. IMF f- UND cous-1 M l�1lF k-EJ: T a-UGGEa i PUBLIC LIBRARY 4 � � r ►, l.. V LI Q STA. %•(r5 ��'s.,�i' R- 5AWCUT Z' 5 W AND REPLACE_ TO MATCH NE: / 5' ':Jw 1 L/ STA 0-7(c R FER. C� O N'!F M i8, EXrEP-TO IRr r C4' Ftr �* ,•� 1 r • __ - .' J,A 0+�6 ! i� ft'r. .Z- r I � C !-t.. t..p �ryY 7y. tg jtvV. il� r_ T_ A C T 1 _ 'l LI � n ,� a � � v'� c r` _ 5TA. 0-5b !3' it TYPE !-C %E ikV E. 94.00 !NV W. 93.9C STP. i^jr 5J 5 T.r ST,9. O LTJ. 5 1 �. 5 L-r SAt�rCvT S' W `, EE S!i£E T NO. 4 r^ � ST A G,r81 44• i,- rr`NNFCT EXi57 i P TO NEW ..�. ' 3 I `STA C•�R INV , _E {~x,� . ,3. S-i-A L,-27 t(c Fr �7 0RM MAN"C7LE T YYE i-A! 12" INV 'a2.C� r L ,_C S . 8 , `A1 ".1T Ae� L-r Ui1 t�A �T n �. ni'NE`r D _o� � Xlr,r CT(-. r T F y � ,�r�t . ".v_- rA ., nz F,1E"`; E4 tiffs S% Vl r sc•31u 14 E ''ti" ST E iNSTA>_z. TygE A +"1C}N�1!"IEtV T � P% j* A Rr L A`-)PHALT CIVJ, SAWC:;T 33• rRCM C,.ONTPOL. L!NE "TA, 0.0D f� 6R ..H. Rai' C� i *i. Q f (=+ STA. l-34 5 :G � L- Z_ 25' Q%',&j CPENINGt 5AWC ITT D�W ZB' LT. 4 KEr-LACE ry `�/1, �';ItNCT Pr. ;t:2[; RETiJRN CA T T E R E 13 C REmovE Ei-4 0 0 1l? E.`: t�: F' CUK� RFT�.:Rty G'.�7TEf� EL `.j�.c.1 ©E7D STIR 7r(.,4 Lr L "13 D%'n/ 1,4 E F.i a L` %t rl:. U 1 v 'ni i r F f? F L A t G 1 -i Cr'E .. T / o % s STA u:*5',i 3' RT. NUJ (,A`_. VALVE. TO UHADE NM 6Ra 4A-r T^. GRADE) CENTER LINE OF Rr"AD s (1 R F' LLC t FXI'�T 1/1' '.VTR -,V( !;' L- A5 PER Ci i"Y GF AUBURN A- +� C'�,1TR L INE `' "/?!� Y*L 7[ OH REPLACE t_11J t r iE i ER b;,)i ^ r r aTANDARD �;F , � ��.,. , 1 A �• � 4 i_ E►vJ S�UEWA=K AT THE GtRECTI(_,N OF HE ENCtst.I'`�ER. CONNECT NEW SVC. TO EXIST MAIN. STA. 8*Ld I(: i_r 'k. 23 ' D/W JPENlNG, SAWCI: i D%W �1 LT t KEPI AC E G/w 7 '7 +-r REMOVE 2� ;� T'7 ��l'RB i GUTTEr? cA 94 92 90 r Q STA 9 * f ?_[o. 5 RT PLUC� EXIST 4- ORA1N ;-;PE STA 9TI-A 10' LT END OF TYPE "A CURB i GUTTER i Q U-i P` PHAL-7 EVENLY T MATCH NEW TO OLD 5Tk to -IV i7 ' R- RniSE to WTR L6NE TO CLEAR 5TORM LINE. ; Q !H iin,-342 24 21 Rr. 'H° ST :,E. EL. 9(o.75 ; i BUIT LATE Z-12-1-73i NZ BATE NQ. i R£VtS1414 t BY�] CITY OF AUrC%m' RN AUBURN WASHINGTON LLD* 2 6 J 9 t h STRE T STA. 5#00 70 300v PA H STREET SE STREET, CURB & GUTTER, 8t SIDEWALKS 09519WD R L H APPROVED I X. SHE E 7 3' OttNllnit Ri. HL_ SCALE f " = 2 O' � - cMECKEsaa.IZ DATE Juno 26, '72 Contract No. 72 - 14 72- STR- 2136 SH- 3 ! •••... t _ • 1. iv CY , r - ♦ t _-M-9_�_ s i . � s J. F w t T - , 4 , t i , } e. f 4 t- r _ Ok : r I i to tQ rr Z ® 5TW I«54 REFER 70 NOTE 'b, EXCEPT TO READ 24' Rr. STA_ Ik34 TO STIR• 2-59.5 I(o.5' LT. TYPE *E" CURB, DO 140T 015 URB 411 5TA. 0*81 4$' Lz CONkECT EX15T. CB_ TO NEW LS O-STA O*58 M_ W'nMT M 94.Bhf "5AWCUT-11rSPMLT, 110. NOT _D)SC ECT .::iXl5T. STORM LINE, 10 5TA. 1*74 29' RT MATGii i8. 5/W TO NEW 5' S/W ® STA 2* 38 30' RT: MATCH 2' 5/W TO NEW 5. 51W Q STA. 2,41�50 REFER. TO NOTE %, EXCEPT TO READ 24' RT ® STA. 2+5(v 21' RT TYPE U-C C8 INN No. 94.63 INV- Er, 94: T3 ® STA 2. 516 1116.5.1_-I TYPE I-C CB INV. Wr. 34-+83 INV. ET. 04.93 _ ® STA. 2*53.5 TO STA. 2*58.5 16.5tr, SAWCUT 51W (� STA. 2+5("' L-r• CONNECT EXIST. V `STORM LINE TO NEW TYPE IT-C CB W/MH LID, 1NV- OF MEW__CB . 95.03_ -' AS£O NECT EXIST. 50TOR M LINE... TO T44E So. �.. �1 STA. 2*bT 2:' Rr. 25' DIW OPENING. d E) i7.5' :..r' SAWCUT-A5PHALT. 19 STA. 3*Ib REFER TO NOTE *46 EXCEPT TO READ 24' RT f!) STA. 3*20 280 Rr. FIRE HYDRANT (EXIST) --Q-'5T-A._3*22 4' R,;--ADJ.-V%2'_ `.,/TR_ ME'1=ER- BOX TO GRADE i BARTHOLOMEW 915 i N M t 911 WEBB - fZ4 FRANK ti�.� of ' +t 4 '.�s� f ^'.1".� �1,�. w♦ t. te:vt L �� �'� ,~ ~i �o(e 0I t A- 0 r4 g 1. L. [A &A yr - ! HST• Ste, CITY Of AUBURN PUBLIC LIBRARY PROPERTY 0 STA. 0,57 27' R- REMOVE 2'0 S T urI 21 STA. C*(oJ 28Z'RT SAWcuT 2' S/W AND REPLACE TC, MATCH NEW 5- `�JW (9 STA. 0*7(o REFER, TO NOTE 'arc . EXCEPT T-) READ 24'RT 0 STR 0*2G, 20.5" Lr. eOWr.R 'TELE POLE wjLttMMtAiRE (4 STA 0* 2•I 4' Rr TC L ::;u. 75 STA. 0*95 29' Rr TO STA 1 * :31_ 29 5 Qr LO NC BLOCK FEWCE, DO NOT 015TURB g CONTROL LINE d CENTER LINE Of ROADWAY ® 5TA• 1*41 21' RT. E Of 20' 01 vvi OPENING ;,. e j �.�C cI • r ri. - r •.'• icy ti 2 5TA. O*22.00 3(o.0' RT PC '-'n �• RI~T0RN, Gt,;TTER EL 9C.27 2f.2' Rr EXIST rt Vrz .`. Ci_'R8: OC NT 015 i :tQE• �• STIR 7i0i ` ASP:+.Ai_T G)/W .;Aw't: 33 Ll ,5 "A 0- 7"1.2-4 :50' RT. TO 3TA C -35.;�4 21&5 .RF r:'.;KwE SACK Of' CONIC 51DF-WALK- W/4'Rr.d fe 1' 1 CURB RETLIRtd, GUTTER E.L 9r6 73 0 STA. 0.55 5 T, STA v*(c ) 5 13 5 • LT 5AWCL,T 5��•/ '_;IA, 0- a13 13';_-- TYPE I-C C8 l,iv wr 9'; yG ENV ET 94•0(, + 4i STA. O• 58 21 Rr. TYPE ! - L CB +NV. No ( 50- 93 74, INV, 93.80 TO THE EA5T A • 98 , 94 1 ' 7 92 1 9r` i a e Q RA15ED Ar .:'.ARE 4' FROM C Ct (TAPERED) 3 0 PT CL`PB RETLRN GUTTER E!. 910.58 '- QQ PC CUP6 RETURN GUTTER EL.96 58 } z"- ��+ `_,TA. .`�-95 i3.5 Lr. PC CURB RETURN -TER .;.. EL. 9(c.22 . ir. Q PT C`2R8 RETURN GUTTER EL. 3Ii6-GI O STA �-78 REPLACE EXIST. 3/' WTR SVC. I'S' LT. AS PER C11 Y OF AUtjirRN 5TAN6ARD DETAIL. REUSE OR REPLACE EX15T METER BOX AT THE DIRECTICN OF THE ENGINEER. ' CONNECT NEW SYC. TO EX15T. MAIN. V STA. b -13 5.0' LT. A DJ w! TR VALVE BOX TO GRADE ® STA. �b-3e-2-4 E%IH• 5T 5E IN5TALL TYPE "A" 3 MONUMENT STA C-00 Sc,.:th Q STA 0+03 19, 5' Lr ADO. G A 5 VALVE BOX 0*6 Y&VE NOT STA. U*09 14.8' R- 55 MANHOLE boxxi"T 'too GOA= Et STA. r • I a Ida 0 RT. NEW STORM TYPE I -Ai ♦. - _ MANg0LE• :2M4V. 92.0L'� JL- .40 RIM EL. �C,.5T �'I' �r111 �uLT r. A qrr t -2-1 1% iko �UA*E ti0. _ REvt:" By W CITY OF A#m N A RQRN W&SHINGTQN Af low 18EE S• E. FROM 9th O o. 0 9 th ST. STREET, CURB BI GUTTER,Bt SIDEWALKS "- 1esroM RLH APPROVIEC a SOEET 4 411. N su►ts 4' • 20' Ilk c�ECKEoV4. glit A OAT E JUNE 261 5 Contract No. 72- 14 72- STR- 2136 SM i ' r • r F` _ i ♦ , 94 J. v 6. JI 2•00 lo- a vf Vwj ENTRANCE ROAD TO LES GROVE PARK 1.00 144�1 1R. L'¢43 7`' :T. i L1tiiV� �, i f�+(`�C f11! �vLw L€J 5 V t_i_. TYPE 'F: CURB. DC NOT n+STi)RG, TI_:NNEL U N 0 E R. ANU r, t,M PACT G� ! SPHAL'i SAWEUTTING lJti :jPr;lNK'_ER HEAu APrR "jX 21 ?.' .Y. F1NGLf 5 T GR1^1 L_INE f-1 A F,,rr '(.,',r l:) UL s _ '; Tb<EE"�, i.N.,' �;N �!.U'r/E � ✓ V 9 Y A c Me.I I; T UDATF 2-2 "5 w '�A 1 r DA E ' W R:S►ON Y CITY OF AUBt RN AUBURN WASHINGTON L.1,D• 2 6 9 LES GROVE PARK STORM LINE DESIGNED RLH APPRJVEC 4 ORAWN �RL H — SCAt._E_ I p 2`0` /51 CHECKED},it DATE June 26,-' 72 Contract Nc. 72 -14 72-STR— 2136 SH-5 #" ir--- . x . TYPICAL ROADWAY SECTION p Uj Z 30• R/W J I 30' R/W i -VARIES ;VARIES z O'.To 7' Uj 8'ro 13.5' w _ 8 R I E3� . I J -5' VARIES 17' TO 2Z'" VARIES 17' TO 22• - _'5'-: EXI51.GROUND_.. _2 y o SLOPE �SLOPENEW • ' 7NEW TYPE.A'CURBGUT ER NEW,5' SIDEWALK W TYPE •A• CURB tGUTTER 5' SIDEWALK Z' CL.'B' ASPHALTW PAVEMENT (1 LIFT) 2•- ' MINUS, CRU HED ROCK I 6' PIT RUN GRAVEL NEW TYPE •A" CURB GUTTER 1 NEW 5' 5 I I 9th ST. SE. STA. 0+36 TO "H" ST. SE. w z w z W F- Z w 7 n' v I 9th ST. SE. "H" ST. SE. TO STA. 9+35 - - 30' R/W _- . fir- w EX ST "TYPE "E" CURB E EXIST. SIDEWALK w w ' 25' R/W 30' RAW z z O I`' 4.0 .5' VARIES 13.0 ,. Ib.5, 17' 5.0' 3.:5 EXIST. " GROUND It.'. SLOPE VARIES —2% SLOPE v� NEIV5' SIDEWALK L� �vi M IM141 w EXIST. TYPE •E" CURB E SIDE LK_ _ NEW TYRE "A• CURB E GUTTER_. i H" ST. SE. STA. 0 + 25 TO STA. 3+24 2" CL-0130 ASPHA T PAVEMENT (I LIFT) 2"-5/8• MINU5 RUSHED ROCK 6' PIT RUN RAVEL I . , l I LEGEND NEW _.__. EXIST... PROPERTY.:: LINE -----± .CONTROL;LINE _ CENTER :: LINE STORM 'SEW ERt` MH —0--ST —0— SANITARY'; SEWER MH _ _ --O—SS ,WATER ;LINE —W GAS ,^LINE `; . _._61 UNDERGROUND TELE. - T� CATCH BASIN —� WATER .METER BOX WATEWVALVE —W—fla-- 0'— FIRE '+ HYDRANT MONUMENT,`;, UTILITY:: POLE'„ o- .TREE `p BUSH GRAVEL DRIVEWAY(D W CONC. DRIVEWAY( �W� ASPHALT ::. ROADWAY ASPHALT•r REMOVAL- ZZ CONC. REMOVAL k SIDEWALKS _ SIDEWALK, REMOVAL' . FENCE SPRINKLER HEADS HEADS _ —W o 6 th S' �h S _ E sli T. 9 t h ST SE.,, I'mill' '-PROJEC -'AREA I VICINITY MAP 31 ?s• R• 17 FOR to' CURB. SPECIAL DRIVE WAY SECTION FOR DRIVE - WAY ON 9L Ls5 Rr. STA; 7t3 _-__--- 71�„ -.. _ . - N „ @ STA. 7,- G4 Rr. DRIVE WAY .. _.. • :_.. .':O�I 9'� e� STA.�B*28 Rr... ` --DRIVE WAY ON 'H'5T & STA. 1.41 Rr ��," "'a�ry DRIVEWAY ON 'H"STQ STA 2,67 Rr. DATE Z-2?-73, KR _E DATE NO. REVISION I BY + I CITY OF AUBURN AUBURN WASHINGTON L.I.D. 2 6 9 m I .c�► P. NfL ?sJ, !I! I DETAIL ... SHEET f N ! DESIGNED R L H APPROVED .11.��,e lQa/ti, SHEET ��•V"A DRAWN RLH SCALE 1° = . 20' I':SSu1,A1 5 CHECKED }j..R.,2,;A.&ATE June 26, '72 ., 4- Q9oa 72- STR- -2HIS SH• l j 1ka� \1 r x WESTBY IL --- - ST . 1 1 -Y .,II 12 r a .�iAnJ°�e 1, Ln STA.OY3(o Ilo.0' Rr. TYPE I-EI MH INV EL. 90.33 1 OUT -FLOW EL.90.GO. •O STA.O-5G ASPHALT SAWCUTTING Q 5TA. 0,66 22'LT. REMOVE C8 ANO PLUG LINE (D 5TA. 1.00 2.2' Lr £ Rr. TYPE I-C CB INV. EL. J' 91.06 I 0 STA 0*95 I6' RT. 8" INV. INTO 1Z" LINE 9G.E8 Q cTA. 1-00 16' Rr. 8` INV INTO 12" L114E 90.90 0 STA. 0.51 TO STA 3.24 25' RT. REMOVE EXIST 5' 5/W 0 ADJ. WTR, METER BOX TO 5/W GRADE O STA. 1,18 --Co' Rr. REMOVE Il REBUILD 2 RISER STEP TO CONFORM TO NEW 5/%,/ GRADE IG SI-.WCUT 32' FROM i AND REPLACE CONC. 51W TO CGIJFORPI TO NEW 5' S/W 11 STA. 1,4S 50. LT. i OF 15' D/W OPENINC-t rf STA. 0-5 7 22' PT. z- CURB LT.. TO STA. 2-00 17' Rr. 0 STA 1-00 22'Lr. i- CURB RT. TO STA 2-00 17'L-,. 1• STA. 2.30 17' Rr. r OF 2.0' D/U/ OPENING (NEW D/W) jG 6 7. . r STA. 2, 56.._ 17' LT. OF 15'_.D/W OPENING IG 5TA. 2.83 17' Rr. OF 15' D/W OPENING 5TA 3-24 18' Lr. REMOVE EXIST. 5/W AND REPLACE W124' 5/W IP STA. 3 * 50 17' LT. TYPE I-C Cb INV EL. 91.5 2 , INV. ' INTO So. CPS IS 91.36 0 STA. 3.50 17' Rr. TYPE II-C CB INV. EL. 91.2(o. Q STA. 3.85 Lr. TO STA. 4.64 LT. REMOVE EXIST. 4' S/W 0 5TA. 3.78 .17' LT. � OF 15' D/W OPENINC-t Q STA. 4-72 5AWCUT ' CONC. D/W 41' Lr. OF �_ AND REPLACE TO CONFORM TO 5/W GRADE. STA. 4.72 17' LT. �_ OF 15' D/W OPENING Q STA. 4-G2 REPLACE EXIST. 3/4" WTR. SVC 28' Rr. AS PER CITY OF AUBURN STANDARD DETAIL. REUSE OR REPLACE EXIST. METER BOX AT THE DIRECTION OF THE ENGINEER. CONNECT NEW 5VC. TO EXIST. MAIN. � r I I 612 9 th ST. SE. OGRADY I FHA I I 2-27 -13,OZ DATE /_�D -71 Z 0 j5TA. 4.80. 17' Rr. i- OF 25' D/W OPENING.- 0 5TA - 3?77.E STA. 3-82 33-1' 36' LT-. EXTEND CONC. D/W'STRIP5 TO 5/W 0 5TA-1.49.50 32' LT. 'SAWCUT D/W STRIPS AND REPLACE TO CONFORM TO 5/W GRADE. O 5TA 0-52 I(o' Rr. CONNECT G' STORM INTO NEW AND -PLUG EXIST. STORM. (D STA 3 - 45 2 2' Lr. - IN5TALL V RISER ON HYDRANT. CO-t7 S",%LL er_ ItirGIDG�JTAL TO CaNTr2Ir_-r- DATE I NO. I REVISION I BY I� CITY OF AUBURN AUBURN WASHINGTON L.I. D. 2 6 9 "'M-FL) 9 th STREET S.E. s FROM "F"ST. to ' STA - 5+00 : E. STREET_, CURB 81 GUTTER, a SIDEWALKS DESIGNED RLH APPROVE[ \ IL,, LQ SHEET DRAWN RLH SCALE 1" = 20' 2/r-1 / CHECKED ILDATE June 26, ' 7 2 Contract No. 72-14 72-STR-ZI-36 SH-2 _ 2 FD x r -1 - 4 . . . -,, I 1 ., - I if^ � . I - i ; � .� - . ; I i , --- - � I . � � . . � 11 I , , I - ,� . .. , I . I - I , I . � � 11 � I - � . 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"I m � . � G STA,' 0, G5 �ZB.5'Rr- _5AWCUT, Z' S1W AND'REPLACE TO MATCH NEW 5' 1 1 �( � � . , R = 15. 0 O' - I , I / .. I . " !Vw � 1, I I I ! I L.A , I - ' / ,,, , " . In � 11 " __ - , " , /, / I , ' TO READ 24',R-r. . - I , .1 . . P, 'r .. - - 5 TA - 18, EYCEPT , T = 15.74 ' ' .L " I . . ll�, - I I . . (D ' 0-76 REFER. .TO NOTE L"" 0 ADJ. WTR. METER BO/, TO . . I - - . ^ -1, / - I - -STA.'0-5B ZI'Rr. TYPE I-C. CB INV. 93.74, INV. TO THE EAST 9-5.60 no,%_ . L = 24.29' ,, . A . "I , , / �9 ./ I (D STA, 51'10 z. �_ 2'43' I'd" Rr. TO CONFORM TO � 10 - /_ / I . -, , ,,;.I 'L �� [" � 11 / 11 @ 5-TA.- 0- 58 13' Lr. TYPEA-C C13 INV. E. 94,00, INV. W. 93.90 51W GRADE '11,�/ /�; _': � 1`11/,�� , / 9th -ST. SE. (D HIGHT-OF-WAY AND STREET SECTION EA5T ! - . , '), ., . " ,/,I .�'A , � (D "', - (3 5TA, 0-,55.5 TO STA. 0-60.5 1:5.5*Lr. SAWCUT S/w 1. OF *H' ST. 5 E. 6 STA. 6 - 5 7.50 1 1 1 SEE _- 5HEET.' NO. 4 : � -_' 01 " . . S/w . � - - � . I STA. 6-27 ' RD' Rr.'. STORM' MANHOLE' TYPEA-Al -, 12' INV. 9Z.O(. - (9) - STA - 0 - 8 I - 4-4'.. LT. CONNECT EXIST. CB.TO NEW'CB 6 STA-0-58. INV. OF, EX15T (D S7A. 5-23 32' RT. SAWCUT 2'. 51W AND* REPLACE -TO MATCH .. NEW.' 5' Uj 0.1'' . CB'94-80' SAWCUT-�A5PHALT,'.DO NOT. DISCONNECT. EXIST. - ST-ORM LINE.—. - - --' , ; - 18" INV. 93 40 _. RIM � EL.'9(o. 57 - . I I @ STA. 5,49 )5' LT �_ OF 15, . 0 . (D - . STA"O-56.2-4 F_ .. H" ST SE. 'INSTALL -.-,TYPE."A" . MONUMENT - G STA." 7,01 Rr. � ASPHALT _01W, 5AWCUT, 3:3'.FROM -.CONTROL. LINE,"' __ , Q ,"-JTA 5-9!;'13.5'L-r. PC'CURb RETURN, GUTTER EL.9(0,zz � m - . EL'9G.921, 57A. 0-00- FOR "H" ST. GOING' (SOUTH. _ @�(D,STA.'7-:54.5,iO'L-r E'25'01W OPENING,SAWCUT D/W ZB*LT.iREPLACE To _-/� (D PT CURB RETURN. GUTTER EL. 9G.58 � �- �_: I � (D 5TA.' C-00.50 2-1.5' Rr PC CURB RETURN. GUTTER F-L. 5G.27 Cl) '(D - PC CURB � RETURN.. GUTTER'EL. 9G.56 0 . REMOVE, � 5- L 6" � TREE: 5 � . @ PT CURB RETURN,.. GUTTER EL.. 5(v-(oI - .1 - � I - � - (D L (D - STA - 7, (,,4 10' Lr. E 20' D/W OPENING, 5AWCUT D/W 27'Lr- t REPLACE TO 5/1 (D RA15ED /�C CURE 4',FROM CLG (TAPERED) = (5 5TA.'(.-,5(. 3' RT.'ADJ. - GAS VALVE TO GRADE (vjoT B;zmG47-70 GRADE-) - @'-'CENTER -LINE OF ROAD I :C . (D FT CURB RETURN I GUTTER EL. 9L.-73 � = & REPLACE '_ EXIST. 3/4' WTR. SVC. _13' L-r AS PER CITY -OF'AUBURN , @ CONTROL LINE_ . I I.. I I * r7* LT. CUT A5PHAl:F_ EVE14LY: AND- MATCH NE\d TO,GLD. - Q STA. (-,-2-'j .j STANDARD DETAIL. REUSE OR REPLACE EXIST. METER BOY , - 0 5Th. G- Q- S' Lr. - 1,DJ. WTR. VALVE BOX TO GRADE. AT THE r DIRECTION OF THE ENGINEER. CONNECT NEW SVC. -(2) 5TA. 8-14 Lr. END SIIDEWALI� ' (D STA (o-21-50 S' Rr - 55 MH, ADJ. TO GRADE T0_ EYIST-.. MAIN, . ,,, . (9 (D __ STA.. B�ZB IO' L-r �_ 21-3 * D/W OPENINCt. 5AVICUT D/W 21 L-r � REPLAC E DIW . (D 5TA. C-57 27' Rr. REMOVE Z' ;� STUMP. TO CURB �GUTTER .1 1�1/ .U_ A C% plills T, , , M . I _.) .�U,�L DATE Z-2-7-73, r'p, 4)5D ___ - F. N , � , 1, � ,% IN .; C, / I '.) . � . � . . �� ,�. I - 0, .0 4 1� - - -)' - lJ174 � .. I I.! .- _w f -L �e,, a I S I r_v-!�� . � , ;., : I . - � I R f" , � - - - I.: - �; t �� i !,. i � : - I , . ,� !:2� 1 1 . ! i I i -. - - I � I� _ , - - . - : j . � 1 , , .. :: , ; I �� - . , , I ! ! � .. -- -_ � I � �:��, '' i I - � I _.. � 1 .1 - I I I' ,�, - � , I� _. I � ) .- I i .- ; 1 1 � 1 i � i_- -.---.-Lj ! , ; i ! !� , � � � � I I ; , � I I ! ; � � - I li'� ; , i 0-.)i . i �: . I , : ! i � I I I I.- - . ..- � -_ 1 , . � I I I I � I . � .___.___. DATE I NO. I REVISION I BY CITY OF AUBURN AUBURN WASHINGTON . 1 �,4_ - . L.I.D. 2 6 9 m'_F ___'�l � ------- 9th STREET S.E. ISTA. 5400 TO 300' PAST _'W_�STREET SE STREET, CURB a GUTTER, 8i SIDEWALKS DESIGNED RLH - � -- __ -_ / DRAWN RLH SCA-E I"= 20'_: - - - - _ ____ -3/ - �.yz,-,I-k&-�.)ATE June 26,"172 /,5 Contract No. 72 - 14 i . � . . . ! I , I I � . . i 72- STR- 2136"' - SH- 3. - .2 pa - _ . I I . I I . � � - - . . - 'i 10 . .. - 4 I a f .�.r.y__...ra�....._._.....ue..��. _ ..ate _ _v.r. .. - .,...,,. �.. •,iik �-�. .. �k.. ,::.L.,..e+'....A_ Y.i .!_.0':'.i. M®•. ..;"u� u•. _..�.-aXl.iy. x...k. _��..iL-.::Y1:�.".r a ..w '. ' �r .. ......., w. ._.�.. .. _.. ..«. . -_ ... .. 5TA.__I-54._REFER.._TO NOTE..' G, EXCEPT .TO READ :24' Rr. 0 STA. 0-34' 13' LT TO STA 2-59.5 Ho.5' LT. TYPE "E" CURB, DO. NOT DI5YURB Q STA. 0-61 44' Lr. CONNECT EX15T. C6 TO NEW CB @ STA 0.56 INV OF, EXIST. CB - 94.80 -'5AWCUT,-ASPHALT, DO NOT DISCONNECT_ EX15T: STORM LINE. Q 5TA. 1.7G 29' RT. MATCH 15" 5/W TO NEW 5' 5/W L 5TA 2.38 30' Rr. MATCH 2' 5/W TO NEW 5' 5/W 0 STA. 2,43.50 REFER. TO NOTE "G, EXCEPT TO READ 24' RT. 0 STA. 2-56 21'RT TYPE II-C CB INV. No.94.63 INV. Er 94.73 { © STA. 2. 5fo 16.5'Lr. TYPE I-C CB INV. Wr.94.83:INV. ET. 94.93 5TA.2-53.5 TO STA. 2-58.5 I6.51_r. 5AWCUT_S/W._ nj sc STA. 2.5G 4G' Lr. CONNECT EXIST G" STORM LINE - TO NEW _ -_-TYPEU-C CB'_W/MH,_LID;-INV• OF NEW C11'55.03 'DISCONNECT._ EXIST. STORMCLINE ..TO THE 50._- G STA. 2-G7 21' Rr. �_ z5' D/W OPENING, 9L 17.5' Lr• 5AWCUT A5PHALT. +D 5TA. 3-IG REFER TO NOTE '16, EXCEPT TO / \ READ 24' Rr. 1z STA. 3-20 28' Rr. FIRE HYDRANT (EXIST 0 5TA. 3-22 4' Rr. ADJ. 3'x2' WTR METER BOX TO GRADE i BARTHOLOMEW zc STA. 0-57 27'' Rr. - REMOVE 2',g STUMP 21 STA. 0Y(.5 28.5'Rr. SAWCUT 2' S/W AND REPLACE .TO MATCH .NEW '5' S/W Q STA. O*7G REFER. TO NOTE 06, EXCEPT TO READ O, STA. O.2G 20.5' Lr. POWER L'TELE. POLE W/LUMINAIRE ._ 2G - STA, 0.21 4'Rr. TO �,, EL.9G.75 Q STA. O*95 29'Rr TO STA. 1.32 29.5' Rr• CONC. BLOCK FENCE, DO NOT D15TURB Q CONTROL LINE 27 CENTER LINE OF ROADWAY G 5TA. 1-41 21' RT. i- OF 20' D1W OPENING 'W mommomm- ';•e.,.',•II '_ ;.t "f� ( r� QQ RAISED AC CURB 4' FROM C Ct (TAPERED) Q PT CURB RETURN GUTTER EL.9G.5B t4't .\�I \ < <, rV QQ PC CURB RETURN GUTTER EL.96.58 �'~® STA. 5-95 13.5' LT PC CURB RETURN, GUTTER „ _. _ _ _ _ _ _ E 2 - \:�_ \' io 8~ $� D PT CURB RETURN GUTTER EL. 9G.G1 _ SLOP •�, 0.6 lV a y b 2 ;�.,.,,, r:.:\.-...... .a„,... ,• �. ,,, �.,,_'� x ,�.. .; �i,, � © STA. G - 78 � REPLAC E EXIST 3 � WTR SVC 13 AS PER Cil-Y OF AUBURN'STANDARD DETAIL. REUSE -OR REPLACE EXIST METER BOX AT ..� -THE DIRECTION -OF THE G 24 ® D E ENGINEER. I f.... o vi CONNECT N NEW SVC T E t5T r c'!G»,•,.. "�^�.+ 3: CA k'*',,�: :y7 Sitir. -�. \ \` �! `.k, 0 X MA1 2 G n r `"' \ .;r� Q STA. G-13 5.0' Lr ADJ. WTR. VALVE BOX TO GRADE, -4„ „V� Z r •\�Gas �\. \�;^\ ,®Q.5TA.(0-3G24 F_"H" ST 5E. INS: TALL_TYPE "A" a MONUMENT EL.- 9G.92 STA.0-00 _South 17 +P STA.O 03 I i- 9,5/ Lr. ADJ. G 5 VALVE BOX O VAtVE NOT c TA. 0+09 14.B'RT. SS MANHOLE \ H �� g n STA. 0- IG� IG.O RT. NEW STORM TYPE I -AI `� ~ • MANHOLE. 12" INV- 92.0G v 93.40 b RIM EL. 96.57 IARY PROPERTY \ I ;\ ire Lry E4 _ 2�D DATE N0. REVISION BY 1 i2 5TA. 0+22.00 3G. Rr. PC CURBjRETURN, GUTTER ._ W EL, 9G.27 CITY OF AUBURN ' Q 24.2'- RT. ' EXIST. '. TYPE "E" CURB,' DO NOT DISTURB AUBURN WASHINGTON 14 STA 7-01 .0 Z ASPHALT' D/W, 5AWCUT 33' Lr. is 5TA. 0. 3I.24 30' Rr. ' TO STA: 0- 35.24 26.5 * Rr L.I.D. 269 M� ___CURVE_.:BACK OF CONC. SIDEWALK. W14'Rad. D _ PT CURB'' RETURN, GUTTER EL. 96.73 '� f �.*P FL•. �� HII STREET SSE. D STA. 0.55.5 TO STA. 0,-GO.5 13.5 ' LT. SAWCUT 5/W 0 - STA.O-5B 13'Lr. TYPE.I-C CB INV. Wr. 93.90 � s FROM 9th ST. TO 300 So. of 9th ST. INV. Er. 94.00 / STREET, CURB &GUTTER, 8 SIDEWALKS D 5TA,0-58 21 Rr. TYPE I CB INV. No.;So.93.74, 9f C 9114�° 4.' DESIGNED RLH APPROVEOaAL I�Cit' SHEET o �` INV. 93.80 TO THE EAST �OFiSTLw nit�:�DRAWN RLH SCALE 1' = 20� -��+" CHECKEEJ •12•,R;-,,.4cx.R-v' DATE JUNE 26, ' 72 Contract No. 72- 14 72-STR- 2156 SH-4 .2So a i aU .... Me.3..r.._. ua..:_.�.1� i� a ", me ++aaM, � c c:r:%:, .. ✓ .. • .: -� *"5+" .='r."�:�,... J Ln U \ J LLLJ �•/ U J�A (L W 5 + J _ 2 NV% ,�_ _ ,►!I►_IIIII, III, \ J j I ENTRANCE ROAD TO LES GROVE PARK \ ( STA. 0 - 4 3 19' LT. CONNECT 8" ST. LINE INTO NEW_ CB-q.-INV __EL795.03 TYPE 'E" CURB, DO NOT DISTURB, TUNNEL UNDER AND COMPACT. \O ASPHALT SAWCUTTING Y f ® SPRINKLER HEAD QQ APPROX. 22' LT., ANGLE STORM LINE SO MINIMAL.. DAMACtE . IS DONE TO TREES, LAWN, AND -FLOWERS. N (D 5TA. 2-12- 14' Lr. CONNECT NEW B" LINE INTO EXIST. 8" CB STUB. w NeL h �onAL s DATE I NO. I REVISION I BY CITY OF AUBURN AUBURN WASHINGTON L.I.D. 269 M_F� LES GROVE PARK STORM LINE DESIGNED R L H APPROVED \..n .- ALL, SHEET DRAWN RL H SCALE 1 ° = 2 0' 5 CHE�G�.12 2_;_)."' DATE June 26, ' 72 5 Contract No. 72 -14 72-STR— 2136^ SH-5 � go