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Tep Watq 6/8 •lean Cnahes bda Far Catch iaaia a" • a• 8b Cow" t1/t aslsae Ctasbes a•4► • 1\1 If.- � 11t� 1�1/!s/'Is �I lc 1L� 1l- :1 • � i Type ..0 ! (•.a. Pea• •u r-s 4• lo• to Leaser isM•NOgis i f;:-a. "' O r•s•r NOTE r as per APirs, See. ow a1_ t.L• •• R�17 ?AS a •♦e:H+ °.1.=, _� MMel Frets • 41 f r $*Offset Serer w —..t1 rent• • hue C•ypt•! $abates ($stet �J side sf strut Iteee Cbse 'It' • ur be regeires t: is %x • •o s"-o• dean a West pedl.g ass eeeaei«.) ' •e t 1- ON A —A (aet�t3N"a! !oaf)a •, 1/ i s Slde •e Street 6• atrrA oeaii Coact. • ,• • 1 `ky _ r eb ,• worth • t•d' owe Its* atria e• Stet I in - s =i • PLAN VIEW lyet Ss , ' OrtIM � ►� b'•,pt'a • T SECTION . � TY P. STREE • ► - WYE '� • ji s D NO SCALE N-t��U'=ill=l1 =1�1�1 t_Itt� • ; « L S - go rAl- ._- It•:. wet 7;:e` lesemsst Y••be" Items z _ t/2- V .PLAN VIE1t Swto•.(ald. Sec. a3-2.OSAI ! Y •: ' Jf : b s •P PAVED UNIMPROVEDAIM b �•ra -:'��'.' (,.:• • • e ►•�.:a: S•i•- �- _ 'i-. 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Better Ile is 44- me `CM • editor t : Toe - •- • .. 1 •t: ` +\/ .--t _ i -*—Catch Best* �' a • J Y2".1 , ..• • ` , ` 1 lit 1/ reed Cara $hell .I; .a Barrel olfs a 1-, er 3- - 1 1 s Y , O r '.r t/2'a� Die r.noraMe •� laero••ds_ ' s' i . SAND BEDDING I M: a: 1 t I�ti r • �\11 =�\ \ _ o be provided for each mashole j to be 1 1 : i Iastelled •Ivor leate _� •• ) ' �r sluisolation Is demo ;� _ 1 ►:•fi t. 1 I 1 + -. ELEVATION VIEW PLAN VIEW 2' DlA MINIMUM 4Br Chum�ll ' ` Ru•ro after elrcot - �- • seutroMN• In M•• �: ti to be 3/4 ►ieght $ a Hta sea" f• be r toot_ lT r - T7 P. great Slope ahoolder •: of PIPE DIA. �s TEE HORIZONTAL BEND 3/.-..r La --- - - - - - - - ='• _ ;fir' r.,;t..� NOTEI 1 ` 1 1 NOTES i ;t'r • ELEVATION l Compaction to be eeeampllsh■. by 1. Blicking to be ptoced - against eadisterbod earthr`D •-••. _4 (t �-f •• S i ` I 2. strop die. as directed (! machenitel methods is lifts of �Ifl f7 `��O j'tprj,Tt'_T�d_ `l•L•p �tI/~ "..` 3. came.. shell be clue S (11/2). ` ��,/J.,r h+ "rlr�• eo were Mac s'. ` fit�111_ �ifl� �111-=I'~ Compacted crud >lgperl ELEVATION SECTION R .� .for pip at wuhdo rind - S■btocl to i•epectiom. SANITARY...,SEWER:.,_,••••lea areal as directed - b, the Enaleast. ....... ANCHORS 8t CONC. BLOCKING FOR FITTINGS TYP: TRENCH SECTION PRECAST 'CONCRETE. MANHOLE, CURB & GUTTER REINFORCING DETAIL SIDE SEWERS NO SCALE NO SCALE NO SCALE • NO SCALE NO SCALE THIS CONTRACT 010 a Ida !'•� J; 61do • Yai11N Fire Iltatest A3T1RA. 3itetlllc4lles wMb 3 �� gteemd u ilia y aFlce t Ile N.S.T. • • ♦ • base bbttbs j 1-4''Cily �\ c•e • e of 3diNle lei. Ilfre4mor ,�•., C•*,, 4 r:essdctlen, 31/2 ft. ban e • • Estand to POOP. LINE I fe ie •• o f + •ey • —CORP. STOP • (1.�.IdH Ye11cr 107• •s �e •e, I Connect to Prop. Service •• • 1 a oe •• �c4 a• ,e �♦ ?' � Ail! •r Dresser •SOD_ e• • "�� Ae �o e• !/�w1'Cie Cepp.r (T,p. K••wfil • �'``• -y J - • Installed is del areas. �_/ F• per JPj meth Union or Fles. Coupling = S I/4' No: V.O. fi`h• a• a• �d•• "tee. Sb sets 2 i it t �e pie ! •i a 0 a � �-v-e-. ,� '''• Seen '+ • o••�f.' �''�i o A/4"or t- Water Motor o ■ d'• �. % 1 E Sidewalk % t w C 1. ideas set front• god Ccdr )•�ci l 4 NOTE. •..'• �. ..d, •.. •, •♦'• y't <f I r / r - �•' ' sr .�'' . • ` . bel.veeee.tm rS iel�e.lilt, !'t.p o b _: A: Finished grade of Powment c`4S8?M - -- _ .•• i'' 1 • pled ♦•tor ns/ B- from Conc Cuib - ' • • 11/2- Standard • sett at as►f, \ P 1 1 w It olde.ell obits bee& of variable i • , $ above ►oemest _ curb, Diego Motor • Bee, • f H IS' NOTES ��• 41 1/t' Item ben of each. • ,. 1 Concrete Clogs B(11/21 or a� Top of Curb -+ �f e(3/4) of eutrators *press. z .t, N 4 before poor. ?- •tic t • 1 !. estimation ve riro4 � 3/4•' or 1• Water Meter `- �,s. a.' o I 1 ��,. ti 4 1 JF _ P,_I WORI:S p .• .. d ftoegem V.J. -- r `' .. - I C --- ' - CITY of A"U 6. • p , Angle Tall Piece or t I tea. �$` 'r - - -- `+ - 1 BURN D•R`IVEWAY, TYPE 'A' `' ''E . r 1 -t'ti, _ , I. i ., :(; •if ;•_:'A)27A•1EP•�-r 1/4 Bend Meter Coupling KJ. ■ Y 1. a Fre•4• ir. P,•Y NO SCALE 1 1 ANGLE VALVE f � �~ ...... ,... (W/Locking Wing) • � 10 Y,1 /Mstic 3heotleg �e' C I ►y• •,, ' - 1': 11/ , � _. __ ._._,_.-_.. _.. _ _--- a �l s4V1 NOTE ' 3/4' N•4. 1:1 e : ;'•e 1!, / T4gl SC i All lower and rater Improvements shall conform to the City of Aub,re e Min. Depth 18' Q--� % .e o•• �o"p . • 4%pw�/: a SF*�Q�. QF �"'A ,rt . (? '- P �D 1 c e• a. 0 4ii 6 v. 1! i / NOTE$ 14 Cr �F' (Below, finished grade) 11 1i G Specifications and to the A P.W.A. Standard Specifications for Municipal Works for to u ..4aM + • y'o �,• �� ., OPO Q' : �r F 0 P Type 'K' Copper without joints p d Yea• let at Fleet* Joint Sits= �= • 5t SANITARY SEWER PIPE TO EXTENp THRU / G tPa i� I r e>s Y f A • ' i' ' '4• e •j�+ =tie �Z THE STORM MANHOLE WITHOUT ANY JOINTS / the State of Waskimotoll 1969, dad ameadmeals thereto. Volvo between Corp. Stop and Angle � � /.�, ,p ♦ � � e ! JJJ I Flotedinjoints only.stalled ohtoly, NOTES 1i1�<i•`,C� s� 3/4- or I' Corp. Stop (Se Not* 2) 1 Where ntele It e•leseised steel, as* proper Cswms► temrrbf• bleat Deals heel Ceaer•fe 7 O V2 Co. f4.Gravel threat Nock _'-•TF`iF% site le• to aeonsat Corp. Stop, it's 12 a 4- or Crsshe Boet(3A--S 1 Cyr Yeltor N Isd!! 2 For slegl• rnsl4eee so* 3/4' service Bloat pass Split) • rf� fti•i�,4�:1Z or approved e4e1 ELEVATION VIEW For depict sea 1' service. 1 3 1'-s' mile grooms color ever service logo NOTE R E V 13 l-0 N = JOB NO. 172Qg2K •elk.•• shall be see4 for NO. DEgRIPTIDN DATE DESIGNED GS Y b.raill .r...4 N,4r..t ,� - 1�, DETAIL SKEET - METER INSTALLED BY THE CITY OF AUBURN DRAWN R.L. city STANDARD STAN Ab WATER SElt 4CE 60KNECT•ION FI R`E HYDRANTuRN ASSEMBLY STY P♦') STORM DRAIN MANH ALE• 2 DETAIL GREEN RIVER VILLAGE, DIV. NO. 5 gyp• NO SCALE NO SCALE r E. NO SCALE _ PORTION of SECTION 7 T21N R5 E W. M. CHECKED GS/ROS �• ' AUBURN _ WASHING DATE APR. 1913 CONSUOINO ENMNEERS / PLANNERS SHEET NO. 6 r SPARKS, NEVADA •SEAttLE, WASHINGTON - LAS VEGAS, NEVADA OF . 6 SHEETS ' mumuQtt l 7 3 D 720.8 S H- 6 ' " A