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HomeMy WebLinkAbout05D1809Z _. BLDG. L PHASE 1 PHASE 2 EXTRUDED C' F//ISH MID-t' LA DSCAPE PLANTEKTP 50 � NEW SOUTH ti emci ,eA- /l%Ti'cS fl >'G f-iP/4CAtSG� a. All workmanship and materials shall conform to the City of Auburn's requirements and specifications. b. Standard Specifications shall be 1981 APWA as modified by � m LANpSCAPE -� ', W>= 3 z 50- the City of Auburn. 6Tl,AA1DSCAPE C. A cop y of these approved plans shall be on -site during. )EXkSV& MOW PLANTER PLANTER Cj� j construction. d Prior to starti t t' th C t t h 11 11 5Z ng cons rut ion, a on rat or s a ca /Rol✓ CB ,� ONE -CALL (1-800-424-5555) for utiility locations (water, ROJdsrM�r e14. 50- (08 / ), TV Vye,< W1 sanitarysewer, storm sewer, ,gas, power, telephone, and IS EffTI 0 0 A - R 8R1C's (RIA1) V X 2_14 HOLE • television) . ((," rN/eK) e. During construction, contractor shall be required to „� 48 e"CAP control on -site storm water runoff by using temporary SCALD ' N 1 -z0'EDUC(`- 40 48 V:I"= Z, t erosion/ siltation control procedures. No sediment laden '' 10A I 2 Cs storm water shall be allowed to discharge into the Cit 8 x 8 7A PPIAU G CEE Y dNoRr41PPGE. �' r ef4 a fry srp, of Auburn's storm drains e s stem. `� 15� UT(LlT`� (✓M�-IJY-r0 �E (LUB�PlCA7E _ ° , 'Y•' f. Locations of existing utilities are approximate. It S/}IA/CU% 12`t (3E70�D LIMN OF SE-e- SLUE jVORIH 15 OF V`IC'�ST 1(o0 or BorNIsibi) - shall be the contractor's responsibility to determine the CURS REMOVIJL - af1C�l`lLL /00% a PRo�TY DECe(bE•0 11� SCAUE r -� true elevations and locations so as to avoid damage or �o�srRucT c I r� of AueuRnJ = �' WITH 5/8,1 Cnsw ROOK. REPLBCE STD COMMERCIAL .PRI�E�nJAY LEGAL e RIGMT bELOVJ ce#4 - T�,Ps I '„ y Z�� disturbance during construction. g. Six-inch extruded curb or parking bumpers shall be TO �Vf�iTCN EXIST/�G EMOUE EX. GrHTE 501 �39ORrti'IPPCE 8 required around all on -site paving areas, where parking blfl oEWAy cur REPL/+CE. WITH TYPE "c" C'8 l - 7`lPE 1(� n1oTE © A 1•E. = 484 CuVe,ur wELn CITY OF 4L)6URl� SZ'D• COt8 � W�- O W SEP�K�97o1e 'PVC will be adjacent to a street. A six-inch extruded curb ,I LOCATED /�l •�- FLOW PCs (SEA SET I�� CITY OF / �Od �,J STD. L GEED BOr/� E�Da G' X R is required between all abutting pavement and landscaped GU I )ek° SST( 0?J ,(,r. /I Rot,/ 81D� c>F C6 oc �KHTE=�i� 4 FIRe NYD. A�ssY �� - EXISTING SPOT EL�U areas. p 9 g .>1 _ h. All downspouts shall be directed into the storm drainage sftWCUT plgvWo /I'S 1•E. = 49 - Jra NPE /� :, 5' 0 Pvc sC�DULE 2�5'0o 0. 3. 34"x 40' 40 TEE dO1UEpT 1NELD system. RCQ,A, BACK FILL 1Uo!° �• �O�A 0�' - 1�//�/�S'1� GI�/1 i. All connections of SDR 35 PVC pipe to manholes shall be 5 Mg 49�30 Af \0 wjarEA),m�) � P/PE made by using A.C. manhole adaptors, or approved. a ual. )(15/8 "iY1/UUS CR.GRHU6L- - I4 ��- ( ,i 15 1� 0 I� • • sT LL PROT:<eTi�EG 4 �4EcTlD�JS AS REQD. R W - J. All connections of SDR 21 PVC pipe to manholes andcatch(' P / basins shall be made by using CL 150 AC coupling with f�1 /J1,5 LF 8 DIP eLSZ 0 J %� '� ring tite x IPS transition gaskets, or approved equal. � �- BOLLARDS PEIe CITY � / C� Bo7roAH of CRP �C C S '•' k. The maximum laying lengths shall not exceed 20 feet for IM=So° -- - �R / F1�� DE�r vrDs, �•'' SDR 21 pipe and 12 feet 6 inches for SDR 35 pipe. v"o G.0 I ►•; °;.. ,;•'• 1. Bedding for PVC pipe shall be 5/8 inch minus crushed CMATcN C � • � g° f=aD CAP (ExISTI�I�) rock, 4 inches under to 6 inches over the pipe. FC,aW RFSTRICrOIe CB CaEft41L - CUB" M. Bedding for concrete and ductile iron pipe shall be 5/8 E inch minus crushed rock, 6 inches under to 6 inches over ¢Z,1 �) F� o ':: • ' � � � �° ���s � �r LF e 11,;( Pvc,{soles) � � vJlconlc. a�ocs�(>Jc �� y� TVPE /G C8 A)rd the pipe. n. All pipe trench backfill material shall be Class "A"Bank 0.33'/° Run Gravel. 5 . LIMIT OF NOM: BOUAJDRY BEARIAIG5 * D1/VIE/US/OA1S PER LOT LINE o. Pipe Trench Backfill Material within the right-of-way la1' PFlUING (TYP) f1DdUSTME/)T li.FAI'. 8811090131 8Y �J,R.EWAIG¢ ASSL p shall be 5/8 inch minus crushed rock. o p- Existing pavement surfaces shall be sawcut full depth with straight, uniform edges. All joints between the new o a ho. JPEClA4L &TES and original pavement shall be painted with asphalt emulsion (CSS-1). ,o tF 5' zn' z.¢' zo' 4' ��\ 0 SPECIAL IJUsTALLA'TION ReQ'D, FOR 1A)8IgLLIA)6 q, Street curbs shall be painted with formula WID41 cn �� WATLK LWE, 006K OR U�1DEK ExI5VA)r- 4z" STORM Ll�E• (yellow), 5 feet from each side of all driveways and EXISTING /9UT6 DETi_,K/h(I�E ,5_. VA7-10AS l� r(FL-b PRIOK To 00AIsTRUc.71DAJ 15 feet each side of all fire hydrants. o , �� o AnJD Ca/�1"ACT �GWEv _X 1✓OR LL AI Re QUIk A CA) S, r. All required landscaping shall conform with City of Auburn Zoning Ordinance, Section No. 18.5G. b SALES e# SEIQV�CE o {�RTCK STREEI� PE2 Cli`� I�EquIREMeIJTS• S. The Contractor shall install, replace, or relocate all z OT SHOP /9/Q� N & Le4A4L �cSCIeIPTIOA) WILL BE KEQb. FOR DEvJ,EXT• signs, as shown on the plans or as affected by construe tion, per the City's Standard Detail. a 11 t CoDO F% 7 f(� AGc,k"eI�T. t. Electric and telephone lines shall be in a trench with a I2 YY41'ER � •, � � � h � � a 80 �sA Frz) (3D4o FT2� 40' Exlsr 1�G "/"/�bM. covet Fo(� svrczr Svc h(nt , minimum horizontal separation from other utilities DICE o '��� ,� L,65 /JR� �85�o I ,t�,eo,ra sAL3s „ �� N w a (sewer, water, storm) of five feet. y� t 3 U1ILITY VADL U. All construction surveying shall be done under the direc- C6 CI NiETE1e o CV._ n_ �'1- MODEL S77'6A tion of a licensed land surveyor or a licensed pro- fessional Civil Engineer. ,1N >"Gl�uc C 1-0a F�ooR 1�/ S�a/t,iNl� ire& (.cc�o $�d,.�Miw•�k► COAISTR[K� C1 rY Or ti DKAIki r / # a 4�� 86A)CH MHRK - CHY OF&OURA) 5M 29-E - RR JPLKE /�J -,RD POWEk PaC6 ,4USURIJ 5I0• NMI kC IAL O 00 o" 0 PVC SDK 35 \� , 1. CEMEAIT DRIVEWAY -TYKE '�" I �n @ 1%M��.st���� zo' i �� �9-- /� CONCRETE E46T OF AUB, WAY V6, nla.eTH of HMOO /31DG. z 1 171 u" a S/ ���IL�iii f8 �i LxTRUDI �L= 5 .98/ o )'�z" - �' *1mar A .&. Po irom,#,L .gutFA4F_ " 9 : CUR 6 �,4c D E 5 �fr�►P r/aN WATEK � �(� /'IYPI {1Vc kWAY Ili 01" 0-*/-TO-AdWAYWt- THAT PORTION OF LOTS 1 AND 3 OF VALLEY PLACE, AS PER PLAT RECORDED IN VOLUME • l J �•1(� ff Adse;$,•'. 129 OF PLATS, PAGES 29 THROUGH 30, RECORDS OF KING COUNTY, BEING DESCRIBED AS 0( i FOLLOWS: o '' �•h� ,� q � ��'�,�' n9 a � �Q MIAJU� CRUSHED '�OC1C SflVJCUT PR1?IiJG �ii Tll� I �� 88 °39 U3'� . / `/ • ,�c - Hole-5! l 1Nt OF /-il }_( r � �N Q'-• Q�Iw�` �� BEGINNING AT THE NORTHWEST CORNER OF SAID LOT 1; �S (� Q i�.• SS 1'! C U LL /� ( w ' THEME SOUTH 00°Ofi' 50" NEST, ALONG THE EAST MARGIN OF AUBURN MAY NORTH, A Q pJ {� b5 -� ���/� % ��� �NO r ``S DISTANCE OF 153.20 FEET TO THE TRUE POINT OF BEGINNING; BAUCFILL 10 0 RIM-� N / THENCE CONTINUING SOUTH 00°05'50", A DISTANCE OF 220.00 FEET, TO THE NORTH W15/8 '' ml rJ 03 , : h /` to ` o �/ © _ ADdUsr �Y UG° Z.Z' /z,"�/ 7vP ��w r/O� LINE OF LOT 4 OF SAID ; CK. GKRVEL I m�%Cy RIM %0 - ! �✓4 THENCE SOUTH 69°49"50" EAST. ALONG SAID NORTH LINE. A DISTANCE OF 275.00 FEET; ��i9OE 290.55 F • 2U' urlclr'r_ A {��� THENCE NORTH 00.05°50" EAST A DISTANCE OF 220.00 PEST; •\ / PEA �'� # �/O� THENCE WORTH 99'49'30" HEST, A DISTANCE OF 275.00 FEET, TO THE TRUE POINT OF / 1 QgO44� �- ii. �/�JU• o , u 7 BEGINNING: �Il89 4-9 z3 .W x Q FIX. r- _ SEW" ,\ vy '��i?; LIMITS OF �.KIST1►JG (ALSO KNOMN AS PARCEL B OF LOT LINE ADJUSTMENT N0. 17-88 RECORDED UNDER KING q COUNTY RECORDING NO. 881]090731); 2v r 24 2� �' ASPi�ALT (TY-P.) I-EGEIVD g SITUATE IN THE CITY OF AUBURN. COUNTY OF KING, STATE OF MASHINGTON, 4NP _ I _ ` ENISTIAJG ASPM4ALr ��� • ��`� I THAT PORTION OF LOT 9 IN VALLEY PLACE AS PER PLAT RECORDED IN VOLUME R 124 OF PLATS, PAGES 29 AND 30, RECORDS OF KING COUNTY, DESCRIBED AS FOLLOWS: evR ur I - j ��� I� ` ` � � I DEGINNING AT THE Ni)R71{WES'P CGRNF.R OF LG'f '. IN SAID PLAT; a PROPOSED �Up�p C��g LIMITS of NEW ASMALT THENCE SOUTH 00°05'50 WEST, ALONG 7"HF EAST MARGIN OF AUBURN WAY NORTH, A CIO ��^ L Ali �1i^ ` ��6U�D pI��T�R DISTANCE OF 373.20 FE i 'i0 THE NORTH LINE OF SAID LOT 4 AND THE TRUE POINT lJ Q Yi✓ ) r C�l� �j M OF BEGIN IN / of ,�/}ler�I,uG AREA CTyP� POA)DIAJG �'1'•IITS OF PARkI�G THENCE CONTINUING SOUTIs OG°05'S0" Y1ES1' A DISTANCE OF 69.39 FEET, TO TIIE NORTH r J CZ J 'Q•�(i/o iEXISYI - �1 LINE OF EXISTING PAVING; / U SAWCUT /01A). 12 ��AREA SURFAC-e- WATER THE14CE SOUTH 89°46'51" EAST, ALONG SA.TU NORTH LINE, A DISTANCE OF 275.00 FEET; N LM� �'� Ar r_XISTUJG THENCE NORTH 00°05'50" EAST A DISTANCE OF 6f).60 FEET TO SAID NORTH LINE OF EDGE. OF PHVE - r LOT 9 ; �' 1�- - �Q/ / g NEW STORM BUILDA/6 00m /�/ms 'HENCE NORTH 89°49'30 r:FST, ALONG fi{,IC) NORTsf LINE, A DISTANCE OF 275.00 FEET (n J (TYPICAL 'AO THE TRUE 10111T OF FiEGINNIWG; W . o F_X. LITE I - RELocp, 1E EX• LITE SITUATE IN THE CITY OF AUBURN, COUNTY OF KING, STATE OF WASHINGTON. - lop IDG£ oq'. vm-,4L LOT Ae&9-- - -- 7 oo o Fr= �k 5L0 051.0 51.0 °51•� - n AA N. FYffY 4I �I(B9 °49'30 )�( �� � TOTAL 8VILDI,UG f)�2E�}- --14, (�4o FTC � � 91 • • - S IR5TH ` • .. P^D �D�.Ln. --� ST , I ;,L �... - RI YFR IANE SE iNTMLT IK' JRs{f &I LF (o' p\p'P o LOT - 2 z / o� - _ - _. ' • O a $E 37TH 8 IT e @S o.'5 /a �/ / OF L �4�6� - 4• ° _ _ - >� ------ ro I P / IVE h/ G " Ex T. Co nIC . =Q - - 1 N Q � p`ST.= f) L' B 3 PE (E7(19T� E R I T E @s=o• % CB z -Ts't IcExisr> / CUIeg (T(1P) PART I�IG P�ovIDED----73 J ;f �� „ 790TH ST PO�1 nl,uc c Ian Irs _ i ' B GRATE =�o� ,E /�' )( �r/� - R pT L'F3 2A TyPE I ).6- ?:5 48'= IG R. WS' OCV umA)c ---- __B w ' �/t/UD�4C�}PE PLgn1rER 2 H -4 ' ' GRf{TE=$04 a �l,=�jOB CB�A TYPE I fISSHOWN t1RDUn1D -��3 -- --J _� ;Z M«MAI . x 35� R = 5 C-f't't'. c, PLAC66)_ GRATA = 5'p.4 1�+� PERIMETER OF NEW � OF C 7R Crl _ S off, �.. INSTALL_ 0 LF PE OIVS oAl--- 5 n/ ; o PURSE K196° E BOW p = C., RIS"� iiE.R � F NEW 1.5 m (( 1 (aj 90 �L).7� nw T on�r !.E WIDE eE o q W/ W P1�O Fic1�TY' F1 DBE 55---- 3401 f}UBUK� WA`� /�� t-� -_� , O. 1 �f iTH '•7!'° --; PARK 4 ARYYRN •REF TONAL n • C//� ; Y 2 j IIRR __ r CbA1CKET ( 95 PLACE SILT FEIJCE - h a� TI I r boo Ij 1 I SiTH ST y / P/Pa�OsED UsE-- -- �9uromoalL� SALES SE�evIcE YfaM6V > + 5T ° 51 DEV��4 K J/yR ^` w (�/M1` .. PEPO Nv ETE9 "� 1 tM6N� ai5r' 304T ST N EW ON) nl PAV n1 N A - 3 R ' ri U i'1 r0 PbJODIA13- )1/0 POnJDIn1G- � f • I •• I'* D S1 NE of U PL�J. EH)-yE P r m I j LIM ►T I LI /Y) IT `r �Of RE111SED APPROVED a v % APPROVED »� '" THIS PLAA) HAS 8EEA) REVISED t - - i b1 Th _ _ 8 5T HE ' ♦ •TN IT ;c� Sly n DEPT. � 1�7BLm'IO YiORK9 � I �� � � f a ; DR 5' LftNASc:'A9p .W ADD f}PPRoIlED FoR COn1FORmatic I ; AqN E CITY OF AUBURN I i j < R�. ��C�'-EKTRuDED UR WITH THE CITY OF AUBU�',� Tn�� Ty :E �,rTM ►7 LZ F£iJGE •� � ENGINga�:u�rz OEPARTMEIr47i - __ ( JTN- � E. , 1`.T" 5L 50 PA I I of -3 _ . �En10E 0 � a� 5 LA/JDSCAPE POINTER / vF 2 �o (/ 2X15 1 aEDo1pG%R.'I/D' (ITV. QREQ I'mm T 1Bi `I N 9 �fm pN / � � - _(� �T O Y # / I r I 1 \ O V e Y 8 7 /1� � °"� `' 1�� � I � F_. � ( 9 11TH IT HE A�iS�UNA1. 1, ilrl I 1 2: i MR><• DATE /�PPftOVEP: 010 s POA)DIA)G- LIMIT - F/k/514 GRADS �XISTwG 0 Ar 5' L�INDSCfi PE ,� ;,;,, •R- ,,. ..,.,mow PLAIvTER 5 -�' =,i; BL D 0445 -89 DE# 470 C1 A 00 /3 94 PO/I)D►NG LIMIT ��►' \, R. AN W S E L = 50.8 �T . r+ y _ SC ALG : 1 7-01 PEE f BRED 16Y � UPC I AUBURN vR�l�� M� U CBtZA GRA- & I•�. = 4-8.2 SECTI M Q- B ,VLF: N: 11 2_0' v : /)1 = z' C5 # 5A GRATE = 50.4- I.E. = 45,9 R a\ REVISIC)NS L, EXTEIOD PRRKIIJG TO So. 5/94 4 L AS BUILT 5/1'1 / 90 i_`. !•ae, a+�r 0 REV. PER CITY 91 Z9 I89 ° � C - DATE: M A`t' 19 89_ M IN Pei. A. I IV 60F 1✓ , ?E �31c� DE��. Zs. ��. � , PI�oPo�1�IJT -�iTo Ro�MPK � S0nnI�Ek, V�1A . 983yd 3401 /�UgUR� WAS A(.AUBURN, WA. 9800Z- 8(02-_ SIM DRRIAJALE * UTILITY PLAN OTD 1 C-I N EXMD4C_-, D % C OKIS (1YP) ' r " 418 S r =zo" 8 xe -rAPPIW TEE. K>' UTLATY e'IM"r - TD tY- (MINCOT IV 6EY000 (,IMIY OF Awit i5' GF YVtST '�#0 OF C t✓R8 RE Md VAL. - 13ACK'FK - /00 % S v 6 a WITH '/8" CRUSHFb ROCX'. kPtACE. a`OA�S71eUCT CIl'Y OF AIid1RA1 PROPEL K%C> RielEO I11� /�-{ �/ ,may- �/� J �L � JTp. CoNMER.CIAI` DRlJ�-vJaY EGAc- a RIGHT BLOW yOR (Cr1 �X (v 1 1�:J — !��/r�a71/GX CBtI TV* 1l. �'E / DRI yFyyAY CUi REPLACE W(TM jY�E ��c` - A CITY Or AUBUKIJ SM. CLX6 4 yt(,�- �1w CRnre.c FIQE GU7jeie SECT(0AJ / / FLOWN IP i IN) CI OF�J STD GRA•�E NYD.ASSssY 0 � w 3AWCor P,,iVI)IG AS / ���� i.e. = 41 `tE.QJ. BACK FILL. 1002 ° /15 LF 8"10 DIP Cc Z v /nlsr�u PRotECrr BOLLARDS PER C I 1445, 1.E. =4+ Kra .� 40 vI G'd G U IE =4 - I ex(. 1f� 'r4Z 0) P16L D ! = _LF 8#0 P t I YEA If y ao — � op C = 0.100 I c1 .D� --- �s_ ., „ I i i� IIIZ• WAfi�n" VOTE-K �'YIE'Isy CITYCo, kwocr clAUBI)o ti sTv DRIVE WAY - T tF SAWCOT PNIM c,D 6ACKF 41. f0o% T,,moS �l N89°�9 �o•li( A' DORY O (,1r11TS 10'lR K's F-t-r-5os CIf 4 - PI A(16s) GICfi rE = 50- I 481 GRATE = 5o s r E 48 piml c : 360A NY BEA0?)AkS 4 NrrW10AIS I_R LOF OW (iDJUSTAlE& A.F * 8811040131 3Y j R. Ew u6 t As �SCAJE' I• - 20 r LE&EAt D *N ) f)(6T-) A)G SPOT F� v_ LIMIT OF DAVIAX (TVF) �rMr A"" • a. All wrrtoonship wad anwials sha11 nafone to iM CL'1ay of #A606•s rslp 6menoals and Smtficattisaa. /�/ R Standard SpW iticatiaes seed r M001 al a difW M C 4 MR,. 50 - tk City do Admat. C. A Cary of ton +r�� Plan spell be am -aft dwft d. Prior to sta�rtue teed ortiaa. the owbaetee isll call r 4K rAl il-+�_ ) hr ability, locations (a~* AW' '`a - dw/ sentitary sonaro stem see. !ei• mows ha1oh■4 and AIOtOM v�ri ._ - IV W e. • wrri" Construction, CWb U W shall rt rfapird tr Are 60 • - = oaab a. -site sta.. >rI&W .■.off ON 1111115111119 jamew* er•siss/ siltation corb'•l r 980=4 whu shall be allaud to i 1scho V ii it Ciy jdWAWPft •= t -�. -v. of At>MwU•s stow drai= system f. Location of osistisg at ,ties are o//roaieMe. It �� !ball k the aaatractsr•s respansirility is deielrmise flee r _ - ; s _ . s _ true elevation a d locations is as to arid doaW at + Q = distUrhaa>ce daring ON So llctI". v , d. sit-Imb extruded orb or whi" booms shell he AAW nMMMrJI: - = r+slltrial all on -site Nviy areas some yWl& as" gE+ti l be adjecont is a Streeet. A six -ink aalee" BMW Erbil r - fit✓ is re�lsired between all abuttles pus m" and laadec W areas. �6• e'>a .rca b. system sea/ sell be *bvc i.t. the S&NO main.p 30 M 1rGl! i. All if of SM A PVC pipe is .■risks shell be Mon 10 soft IV using A.C. iombele adepeors. or appl•roi etp>wel. K AS A16011 u. „ . J. A11 ea..acsi.ns of IN n aNC pipe is arahates and catch :: , !� arTtrrl aF clMr basins shall Ifbee wadtransiti by usinga d M AC wrli" with ss qnMft, or mpg • i � l. k- alt facet AL sholl facer enceed n f� for SOA tl pipe a JPECIAL MOTES Q cSPIJCIAC IlU5TALLAT/0AJ FOR tA1&NU,1A1G wArE,e LICE 01)<-X OK OA)DEA IE�c►5TA)G 4z' STORM LIA)f_ J_TtRinfA)r j_ UATI0�15 IA) t=IC PRIOK io �asTRucT7oA1 40 COA)T�9i CT EAGIAWf--R FOR DE51" RE;QUIREMCAis. PATC R WREET PAR CITY )'F QUsR+E/hE iDTS . c, A LtGAL DE. 0C1PTIOAJ N(ICL BE KC- D. FOR M\)-EXT. AGGKEmEJQ\T. UT:iL.fTY '�AU� nODEL - - - SA cvt, - wArE R SE WA-r0K s �r two dr ID APO LIN f)` `0 - P�oPOS6, D E-ocoDED CI)& -Pvkn E _Jff>cTEx "f r�•11r-R'► �1G rlliE_..A (1�;° l *Tbeseplaas are as -built and the information shown this date VOtl s existing field conditions as of ' so THE APPROVED MYLAR PLANS HAVE BEEN CHECKED OUF NO *The storm drainage Pere&jr&oj 1fdotesse system R has been constructed in conformance with tho approved plans and is functioning as designed.* *_7�ARE z Dam 3 t f G NrDRAnli 3 -- o --- -- ------------- -- FlNls1? GRADS FxGRail o -- - Sf_.CT (Oly B- B i A & V 1 • rob for PK pie shall he SI4 tech Gifts C*r� red q inchas wndar to a i■chaa amw so pipe. Ind. raddl" for concrete and dectile tens pipe !hall me 918 Ink gifts +rack, a lock a under is a letdss moor the pile• n. Al 1 pipe trench badfi l l auto &I !hall be Clam '°A' -p1A Atrn Gravel. o. fife Trench rackfi ll tlaterial rithis the riigtit-of-o" shalt be 5/8 inch saws crwshd rid. p. Existing pooment swfaces hall be sawcot fall depth with straw, anifses edges. All joints between tale oar and ariyiaal pat"oeot shell be Pointed with a"aalt seals ion (CSS-1) . q. Street am shall be painted with fw*sla Yir-Ti (yellow), S feet free each side of all dMvemp and 1S feet each side of all fire hydrants. r. All >rersird landscaping shall can fori with Citt of AWN" twiny Ordinn■ce, Section Ib. ls.lM. S. The Cantrector shall install. replace or retocaie all the signs, as opera! -en plans or as atlloctell or esa13tt11s tun, per the Citys standws retail. t. Electric and telophane lines shalt be in a trench OM a William harirantal separation from eater Utilities (saner, water, stone) of fire feet. a. All constriction swevey ay shall be done under the direc- tion of a licensed land sovoyor or a tir@ iI Pro. fessio"I Civil Enyineer, .)-V R.3: c ;rc.Ptc s 0 BE,AICN MARK - OFAVBWO 14 �8LpG. Rb NIf.R Pd(�• N ,EA T OF AUB. 11/�JVO. � /I('OkTN aF TC0 LPL = 5z . 98/ .1M pal an M wm 1 Am i M MYity PL M. AA M PLC!' MaM0r to mum lit M PLOW ram !a TMwM M. ggIggM as no (ff. Mull MiMiMr M ALiMt It MrIMtM AR tM EMT arm M f" tiff It TMCp gem Was•M* MII?. AIAM TIS BA/t SWAM M AhIMN UN 000011+ A► DISTAMIi a las.ri PW 10 TM TMM Polar a MIMIM: 1=ICa ceprtwlar UM 400460 w o a NOTA11Qt • M." PUT, 1r TM M111 LIM a1 16W A W !Ali PLATS lMNa Mflih M•M°ir' Late MAN SAID MTa LIM. A OISlAMM OF "$.and PM*. TMCa I =1- N•e1 ° M' OAST A DISTAMCt M Itifl • ai P/i(<t s in m MM*R W490300 MSTe A 8I8TAM a M-00 PMt, 10 TS !MM POINT air MrtM MI (Ai fM MOM As ►ea= i N IA►r LIM MMMIM 1 M. It -so IsaImeM 10101110, RtM cow" MI�OMjn A. M11aN'1i1) t 611wM Ira JU CITE 01 AYrMs. coom a KIM. SUIM air 110001119m, Wit,131AC LODE .40XS = 'T 22 N ------------ I&M, LOT flk" - --LD, Soo FT Z I :T 21 ; *��rt TOTAL SUILD40 AeEA_ _ _ 14, (AO FT' A . r + 71 .,._�,,., _ w •; .°Pore r,s 0 of LOT AREA___--_24.2°l° -S/ i' J PA-r3 C, RISt tR Pam . -t TYPE OF COIUSTRUCTIOAI— — - 5 . A U ' • e 3 40 / 3080KAJ ltii , KDF�Ir;TY ADDrQE,SS_—__ sw A P�'oQosE o llsE — — — :DUI o, nodlL� S>9(�5 S(_Kv ICE a 1 + Is APPROVED QEp' JF. oUB-.IC rVORKS CITY OF AUBURN ENGINEERING DEOARTMENT DATE i3� 99 •----- APPRUVEO r REV A A5MT 5�%,7;!90 RE.U.O - FE)K CITY q;29'� •a ti\ ,.. h ZO' PREPARED a' i1ATF AA AY 19 A9 M IN PtE L k r'a BL D 04-0 -09 vicIIJUM Mh? DE* 470 L.1 IT ra nni ' 0rDi"fed V R r I/43PLL DRIVOK f?S WT OF T£ FOR LAYOUT DA rEXTRUDED Cum C"?) r'f t RL D G. C C CCP-nAM A -A HAILSN GtAO� E- Sr k)-r. GROUND FIIJISH GRADE. SECTION 5-5 SCALE. M 1"-T..ol V.I•-2, F— w MUM _ -- ,ALE: r = 20" LEGEND iEY,%5RW-,, 5%T El" it ' PI- F!A/IS H GRADE DOTE =',�I S N GR�tDES f}S d140WAU ARE TD P OF P,4>1E" F-W 6; UE-sS t= D O Tt1ER 11U i5C - --- �,�'1ltDE 11�TERtM cArcN BRSIAI L - Gt'.noL ALOE P-RY f�� To - :1j L7E Ai D16CHAROE 1L) �A����� MTMW 7WWW W wW 7r"W 1W wr M"M -MW-W- MW 'p1� � � � �.r�• Nod" aft4fid" i t= _ •..� 0 i MAN '• CMM WWI . MffU /M eAW &%%W A%M FKff rEjCTM am Mow • o•ae for air—.ar++�w��w� aara��r.araaarw�+aaraa •ara arw aaln. arar•ar�aa.aaww .. aaa=memo ra IMM6 EA MM aaaaurw C Wr as rr.+ .awn 40016-4 a li a� .Rap mime Ma.a..'-N r n...a. ~ r-•a►awry.a"s ---N •-• a- r ama " ww+ -+1 r.«cr caws Me"M COSTN_UCT ON SEQUENCI I. The owner cad contractor shall attend a pre-costractioa seetiag prior to coaeecias with any coastractioa. 2. The eadergroaad utility service shall he coatected at least tea days prior to say coastractioa (1-600-424-5555) for locattag of andergroaad atilittes. ). Iastall grevel estraace pads. 4. Iastll silt feaces. (See detail) S. Strip site sad stockpile Note: Strip only areas which abolutely are aecesssry at this time. 6. tough grade site so that rsaoff will 7 be held oasite Is proposed low areas 1a parking. 7. Beata coastractioa. g. Vpoa coapletioaof iastallatioa of store system. provide isterle Ca protectioa.*(Soe Detail) 9. followiag pawls#, landecapiag final grediag 4ad after •its has eta►ilisod diseaatle erosioa ceatrol measures. r IL � DATE. � SE,PT 9 S9 1 4 DEoi ;A iPUBLIC MORAS Clrr OF AUBURN ENGINEERING 0E0ARTMENr E It) — L3 — SC-1 t, - --- It PIeEPAREp a� AUBURN VALLEY MY UMDA M1VkAE,L A. AIMUFF, PE FILL t GRADF. • EROSION C691ROL PLAN -" 16 Dt F R IS . Uk . Pffl0P 4WA)T : 'fIT0 ROEMPKE cSlJMn1EK ,1^IA 98390 A �vR��wA 9800WAY� 8102 - (P1(.3 C - 2. I L