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Fi-rNc Fr••K F•..-R cpoftArRot. a i . :P • • 5E /jTRIiL (uRAL FxIU.- S6 >I F D usG PI I 1l1 N `'TY ' d t �A•'O� c42oM L_LOYD'S Plr IH . 4.ih.iW Ij I b G ' , �' 56 cw�lYia, --•� 5c-, n COLS PCfGH 'I. G p .h - P . I a w ____-. ,. 4 r{ _ I - --_--- I Vi-fl ur aaoauo vn.isA:�ou I Q In / n Q , N � ii O P I oIij TWO i 6Z wcu r�Z • zn ,r /VP More Co D P FWD-ro aEUT&ID ESLI LC71IJCa i�lNla VI GI ICI I-rY MAP 4 N I��=4'vF�-r, I"=4p' NoIZ-Iz . ll XGO-oo a ` 1 I I. N I 60 ❑it-rc2 Frorac vcr-.cc 60 wNil 'rl a Ell EL�Al Ill TNj a'•r. r r.wraNP v.rt. r•wr. �' ° - `" PERL144 ( ,•R^* .P'a TIN c �V -� 1 a2ouuo : y LAl WE/�1Il, IAK .� Al, Z. - _ -----1-- --� �- t_- $ A - 56 56 S \ I I I 1. �� WIT4 'LS' FLY.C.C.I.JCa C Rlfi HER as I _I • I /� � /i� T I2_.is .•,:._'_ + ,:� s• ors qp 0 op w, 7 �-R^` 54 !✓sru.4.v I �� 54 � ^ilM►F - � I � 1 .6., s r t--l�ufcN LI rl E � ii !.�all. 'Z- - G-� GD .L1 O Ill "' 0 IT r ' . Nr M1•• M••A N Y I iA Bll t 6e ` SZ e•n 5z �1 P.`...` vITTw •..ve�.� 1` _-- _ . N DTE : L1ESE PLANS ARE "APPROVED' FOR I -��, wR pL.A.c.E. FIL.TeaRA f►eFit1- MIIFORMA•FCE WITH THE C11V OF AUNIRN f•.A• o•,A.Ills. wNa iA'•�ws.,W.e w•+ .` tANA�.. r.lcE o •+ LAB �C ENGINEERIN60Ip�N• PcOIJIRFMENTS II J ,F ,r` u. w PK,R�G Al Ca1"7Ralcnol.l. ASpDYOd Dr. e54"441 -41 FIILTILR FANG ii.►JG4 D4TA1p.,, DS" App7DY•� - leb-Tl ` 4' v 3 I ' e x r, 7II III �I I - I Gi �It R 7 i R ' / � .� i QSo7 91 D 1zSIR / Ole 7 . FEaCL50"a Sp+s IunT TEMPORARY EROSION cEOI-XEkTATION CONTROL NOTES: GEMGEM >•1D�MdTA¢NOTA¢: + {j 1. ALL LIMITS OF CLr�ING AND AREAS OF VEGETATION PRESZRVATIOX 1, ALL WORKMANSHIP AND MATERIALS SMALL CONFORM TO THE CITY OF ? AS PRESCRIBED ON T E PLAN SNALI. BE CLEARLY FLAGGED IN THE AUBURH'S REQUIREMENTS AND SPECIFICATIONS. I ���, JR. FIELD AND OBSERVED USING CONSTRUCTION. I 1 I. STANDARD SPECIFICATIONS SMALL BE 1941 APWA AS MODIFIED BY L EGE W p ' 01 2. WITHIN THE CITY O! UBURN, ALL REQUIRED RETENTION/DETENTION, THE CITY OF AUBURN. S SEDIMENTATION AND OM CONTROL FACILSTZSB 110•T BE CON- V O STRUCTED AND IN O RATION, PRIOR TO LAND CLEARING AND/OR 3. A COPY OF THESE APPROVED PLANS SMALL BE ON-SITE DURING FI L�(E2. F+�BB'-l!i OTHER CONSTRUCTION CTIVITIES, TO INSURE THAT SEDIMENT-LADEN CONSTRUCTION. \ t7 WATER AND STORM DR4INAGZ RUN-OFF DOES NOT IMPACT TIE ADJA- CENT PROPERTIES OR THE NATURAL DRAINAGE HATS. 4, PRIOR TO STARTING CONSTRUCTION, TEE CONTRACTOR SHALL CALL " w - ]. THE RETENTION D!T TION, SEDIMENTATION AND EROSION CONTROL OXX-CALL (1- 300-414-5555) FOR UTILITY LOCA'L'IONS (WATER, 53 GRdPO hED GOW�OLI NI_ I '- ''" w �d� N FACILITIES DEPICT D ON THIS DRAWING ARE INTENDED TO HE SANITARY SENSE, STORM SEWER, GAS, POWER, TELEPHONE, AND MINIMUM REQUIREMAN S TO MEET ANTICIPATED SITE CONDITIONS. TELEVISION) . - V PERXITTEE AND EROSION CONTROL FACILITIES MAY BE 5. DURING CONSTRUCTION, CONTRACTOR SMALL BE REQUIRED TO CONTROL '^ ADDITIONAL D IT AG IONS WARRANT DURING CONSTRUCTION. THE ON-SITE STORE WATER RUNOFF BY USING TEMPORARY EROSION/SILTA- vJ REQUIRED AS SITUATIONS NTENANCE, REPLACESENT AND ADDITIONS TO TION CONTROL PROCEDURES. NO SEDIMENT LADEN STORE WATER THESE CONTROL SYSTEMS SMALL BE THE RESPONSIBILITY OF THE SMALL BE ALLOWED TO DISCHARGE INTO THE CITY OF AUSURN'S W� IMPLEMENTATION, RA STORE DRAINAGE SYSTEM OR ONTO ADJACENT PROPERTIES. w �E tiO 4. THE RETENTION/DETENTION CONTROL POND SMALL REMAIN IN PLACE _ �y ram_ EN'BI 6. DURING CONSTRUCTION ALL CITY STREETS ADJACENT TO THIS 0 Z 01 UNTIL THE PERMAN STORM SYSTEM IS IN PLACE AND OPERATION- PROJECT SMALL 3E REP' CLEAN OF ALL MATRRIAL DEPOSITS RESULT- AL. ING FROM ON-BITE COMSTRUCRZON, AS DIRECTED BY THE CITY. I 5. THE TEMPORARY ERO ION CONTROL FACILITIES, INCLUDING ALL 7. STRUCTURAL FILL SMALL BE PLACED UPON IX4STING NATURAL • V �P PERIMETER CO11'1'RO I SHALL REMAIN IN PLACE UNTIL FINAL BITE GROUND, I CONSTRVCTIOM I9 C PLETED AND APPROVAL RAS BEEN RECEIVED • FROM THE CITY. S. ALL STENNIS SNAIL BE KEPT CLEAN IN A MANNER DIRECTED BY THE F 6. ON PROJECTS MITE yRADING PERMITS ONLY, AND FOR WHICH NO CITY ENGINEER. y77 V, SURSEQUENT BUILDII(G PERMIT HAS BEEN xSSUED, AM AS-BUILT 9. APPROVAL OF THIS PLAN IS FOR EROSION/SEDIXES7ktlON CONTROL DRAWING WILL BE REEgUIRED UPON COMPLETION or GRADING ACTZVI- ONLY. IT MRS NOT CONSTITUTE AN APPROVAL OF STORM DRAINAGE * o Tits. DESIGN, sus NOR IDCArxoN of PIPES, RESrRxLTDR3, aNANNELs OR N • �; U RETENTION FACILITIES. CONSTRUCTION SEQUENCE: cr 3 "iy N 1. ATTEND PRECONSTRUCTIIION MEETING. W J I. ESTABLISH CLXAXING GRADING LIMITS. THE WRTIAXD BOUKDARY /f Y O w 2! TG BE FLAGGED A T5' INTERVALS ON A LINE IO' SETBACK FROM r, _ fR } • V t ' Z WETLAND BOUNDARY. � � 3. CONSTRUCT TEMPORAR�COMBTRDCTION anwu CE (MIXIIIOK 5S FEET .N j BY IO FEET M1TN QV Y SPALLS) . 4. CONSTRUCT PERK DITCHES, FILTER FABRIC FENCES AND GIBER ^ / • � ER08ION CONTROL D 2CL3 AS 6NOMM. 63.b 6E i../ L Q 5. CONSTRUCT RtTEXTI N/DESERTION AND EROSION CONTROL POND. �j EE r -) PROVIDE EMERGENCY AS APFLICAtLE. NI L11-J Fi TT06 i _j M to 6. ALL DITCHES AND SM A BROIIN, SM11I7 BR FROVIDXD TO DIRECT } L ${ ,r ALL eURFAOR HATER THE RETESTIOM/OETCIYSON AND SmIM'ESTA- 6OL•P Q W SIGN POND AS CLEA ING AM D GRADING PROGRESSES. NO [[1rypCON- ry� I 4, P I� 1.1✓. 52.E G O •'p A/ , Z TROLLED SURFACE WA ER SNAIL BE ALI.OIED TO LRAVE WE SITE AT rVl-t� 3 I �N --�� IB,"A,6 W ANY TIME DURING GRADING OPERATIONS. WP�rF� bLIR.F A/i 5sa / n �/OL _ �i�Fl I`�t 1 P ID -1p n O w < I� �i Z1141D65+oPNE. w S. COMPLY WITH THE RADING, DIAINA•B AND EROSION NANCE CONTROL ) a J w MOTES" IN SIR CONS' NVOVB OPERATION AND MAINTENANCE Of TNiSE S : / n Q FACILITIES. iT ems. C ) 0 9. CLEAR A GRUB SITE. I 21P RAP _ '�w/� Q 10. GRADS SITE 6 PLACE 9TRUCTORAL FILL FADS !OR SNILDINGS. 0 29 5h.o r IS LF- K' C weV T ' m s - C 0.71 11. NYORO-SSED 6 MULCIN ALL REPOSED AREAS WITRIM l0 DAYS OF ;� W FILLING ACTIVITY. �- 11JV. u• RIP.R v o 12. MAINTAIN EROSION CONTROL PROTECTION UNTIL DESIGN STORK u6" • / SYS21M HAS BEEN INSfFALLED. �LITLII.)E ti � Y - . Ld'�hl. 9 FROP 4E �� • m 2 . GGYE OF FL.��F� •� � � ���• S GT� , r � RI L�I4NQ. F>•.BPJL F6rYF �.rE: 1 -+ � :. fI " Tn.a �� ,__ 'S � F gm. F¢-PSRIc c'12- �o Ruc-rL RAC. cll.t, 5G .4LO1.JC� EPM KE. t GnIV /oR T �WEf' L,&4�41?6, LEI I­IE �1 ¢ v WETLALI G✓rj P2loR To d.h( LIST. .r I 5 PE - TEeq_A, !\'i ► `t/'P Fi4' vIVFE4•rr� w2.+ P17 Ri1u Fc.O.-� // �� � ♦ 5 . / F?_X4G WOTILA.L4V ack L> 5q- ------------ ------------- 5Z ' y 1 T rvilS 1 1 / wIl 5o SO �%��� � •� o DIVERSlo41 D ITGN 'SEG-fION AZT DETAI L �(fZG 2AL 4 LJ �fU FIE 1 - y � Fl ;i1.j/ �4 �U JT5 p IRA= vraeI Jf 1°=�}O, woxaz- _ / Z ' I = 3 81 SCJO LY s x � �� > 2 1 -(L.N> Flrl.Y26- li FOFE b�4 9 �N PlaG�lrffl lJG QAhh' o- :. p u ` � U-r IY wcN Ie s tt sue' „ II v N 3 m f 'a, s Ll-AM4� FoL EI+µcfING� 'S^. " %., t,,'o1` • Ei 9� ''l5 's �i, va �' a` 'r Ll �' jjJj1�04 tlt�f. Q �y 17.11 J a ¢ o -37 W 1 - - - - - - vNB •23 4,z5Gb45" 1: ; 4 J V A w N �OIK401X HAT <y LL cvtihi-rtzuc, loN T7�L !�!-(� OF I'`LIB41 W.l 5'fPt? •. � Sr, RAMP OVER O AsF� Norc o� of c ` - - - - - -- S t 616•23'OS" E p t (5519/'- _ L S l _ Z c x It a 0,�9 [� 47 � �. - _ - D `l s W Kq _ e ,r �< u .. m. Y.' x ! S) - ^�, .] _ v .. a I l• RA 00� 1 _ q 0 nw„er cr.eceEo ev THESE PLANS ARE "APPROVED" FOR scluc wTe CONFORMANCE WITH THE CITY OF AUBURN I "=46 -q O s�\ ENGINEERING DIVISION'S REQUIREMENTS '` 1221 04- 9os5(. ,;.. v, `tip'i"{ I r Approved By..rYL„..; X�c J A„ ,Oe.,o e�9411 .01 Dete Approved: 10-I -40 A.SAT G Z a C T r 91 D 1289 Z of 7 EENtA15Ce A SCNS'")O C00.1ZTRLI[.Tlbl l EASEME,�IT To 6E �� I G R r� I 1 I , 1� Gv�-�FiLc�,v �Gey f " ovFJca _ C+6TP WEP 6�Y oWL1Ee PRIOR TT:, G� f-= '�I 'toff LF LToTAL LEM 6T H�' �E..Xs�xs56'.62[-L8 A[TE or-Imo]•!\ FROPO4C� LE. 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I PIPE X-I'Lcs SLOE $LOPIi•Mt fALSI1�E 6b GILTRATIO RI114w. d 12 !/a ION: 221oFILTRe'<flarJ � / E G'fIO1J A - A Su1ALES 5.1L1t,T LSE. � E1 W 10.2►pEY SYA,Ls I "" �. I.e s1. «� iIDl" Tic 50-v� l"= S�! 'fO L,•f�I� P2GPERLY GQJANYLCr 3'�I (TYPICAL a► oF �I ' LE "-i>.'C1 lu•' S.D ♦i � _ 0'10 N . Fxs�c-tL.Y fa'� 6NCN-1J oF-1 . - , _ - X I r,l� Lc r1+.19 Qp. F'LrAJ-�. 60 fo0 O-S . `. . A' 9♦ T tE N V 22 I E 5 . i( YL rn SS A o 1ARRY ✓DA. MAT PjcTff .,. �.,e e e 3 Q 60 60 - 3- 58 PROFracaEn Q EL . so . ' " ` •° : �` 13bLP.., Id' e.L. , pl,ly2 GUARS bPALLS 3 0 _ 3 O A : Z SS p p Jr['3 GIutSN GP?aE .l L I 4 '(• 1' b^(j�DT - bToYto �� s r� o I { r w� iva. fs M A•(f �'�� :� t, O 4 D' • (n w 0 N 6.�' RIP-(LAP To 0 I` \r k 'N'fR x 6 E-1' '3 -_ _ _- Q [b'FrOM OF'IJOfGH '3 I I b 4F GOR O..fcRFt.oJ Gbs d I O U O z N Z 0 Ld u) 5 54 J (� 54 Ld EL E /ATIorJ o � 2NJ�o Z > (/T Z n o GGE �' �' SZ - i N6 pia 0.2'� a 5 4LL WEIrfi TC) bE ,GOw1�jT 8Pl1G-i"6P O(JT OF C.ea h1G I ~ I I A J '�E 29.tfi L-F . G 54. Ill OpD TE. ss.a-s •w[czl 5 rJ- ZA" e c I.I I•f. r� F%I4TIwlcS _ bt0.n p I Egyr y ' I II�� 46. ShDe -- N 1 ' J�!,�,.•(lP _.C�c of Qkl. Z v 5D so �L fl 01J D- D P II 1 / Q 7Z '�C �J N.� J �icr+--E_ I"= >v. 1 b• ♦ J It' /.=,9. = 06 D EGTION G - � I' = 10 ,4 Ir co N1. WEIR. - -11 •t 0 C 4 h'fa 2r•t pRp1N M•N. • A- _ I �•F-� CAI L- F-F . RIP-RAP t✓ N Q II 'r T - TLIIh "SRN dLCID 5c..iE. I'=5v. R.p. �I_ 3l- GIP�X'IFJV (0 W = lo'FI. YioD I - 60 -3I II - .E B 59 2O y F. 0 N pLJ E. 5Ct'5P �2 "W) �,� -f -� !E II LLj Z P. 10 F I LLT RATIo ,.l PL A. .IT II-IG MISL ritJ e S>d e`�..`7 CCj✓( lei. :•:.F�• 41 •sec c�rc�ET !Aa(J oe.TAl� ;o -� T.E. ">+i.TS 00 Propordonss�FI -wAaa- 4 D `� _. ID' v1�N. 12• s' nIN. 5�AS aE.l cyAr. PIPE x IIIJ�a 0 V J r 1 I.a 5x.xs (wig RLNN ADDIin[iDn I Y O /J�k�-4\�..; 5 bo W c, ( e CS / I O z Q m• J IQG $, e0 j10 LP-- b e✓ IE� SCo.11 t�lf L� 0 -I ! W $� - - LL C I - Y • IE= S4.lo ICU w) I - -> RGo r0P 35% 6 / I000PPe�LF D hF-ED M TIC Kayrf�e G(,IK) I a �i .e I S E C T I o rJ ©�� 2(IIE1�o n ;c I PI b iDR75 I 5 I 1 W > a MIL1. ` IrG% 33.86 24 Sp> PIPE X 11-ICo ® I � w ID-ZD-2.0 FERTILIZER ��INI' W'-'1"1" } ? -- r e { �}" _ _ -- C9`t'- /L.O. IE-53. cIBC24n6D� I ` ¢ -7�� 10006 F. - - I f OJTF L. WEIR G0. IE- S2. 48((n°I✓) G.O. '� G G Z i/t U O 7 1 6 - 1 'fE. YI.%`� T,k. S5.4S Y�� Z_ TM IMLTI• 20% F16%R MIJLLM Exl s'fi L]f- �- 'f.�'� No SKA1.t I 0 I.D.`i1. PJl11Lpl� C/ I �1 I.E. f� �I (&A JKujL or ag 50* 1000 4.F- EK.GB 5Z - SL A A=o.2'g C r'a W .: - PareMMlrye (ldWmPgrypoV zox So - - --- - -- _- :-�- 50 ExPIXEs`i/6• w� 81F ' F �l F.F. EL. � 5 °1. 50 a� �_,: �'10 ;n m q ray « Penren[I `` i _ RE.D fetgw r_5% 1 ✓ Ec,T-I OIJ E"E N.-r.4• ;.} .. I ACKNOWLEDGE THAT I HAVE REVIEWED THE ABOVE AS-BUILT INFORMAT / f p! 0 7 HOURS F•I. PROVIDED BY PATHMAN SURVEYING. BASED ON THE AS-BUILT INFORMATIO .J .e. 11010c` tE $ • • CALL 48 HOURS _ THE UTILITIES WERE CONSTRUCTED AND WILL OPERATE IN CONFORMAN I 0 2 p e. S,-oo YO emu( P'nL ED y c ® Gb ®WITH THE APPROVED DESIGN. 11 I P(Pe X-Wt0 - BEFORE U I " "� I e1STALL STOP s {GPI STo(� BAR -. pt� (fIRY..TPIAIG I I! P "e 1 = 55.80 '(G=<l-'7.0 I 1E. 64.d2 PL-M'1 1 (°,� IE= 54. 30 IE-54.'So(12j1 FLG t5-I0 ,SSc° 5� .{ cE IS LF,cc"r. t, IE yt. ( I PER CITY of pJ Pt1R11 R]=0l11RE'M EIJTi I IE= B 2DIP�_ t (_• 1.[]P'T. r'k- Pl E I(-IJG � f�-- I LD Tfi- t 1r�� N " I, � i 1 E.Tj1..Fab •!� � . T.E. 5>..4 1-800-424.5555 SEE A�wIEUZATIoa SECTIO I - - N ON SNEEr GA of L7 �° �. - rj .2 pI � Q � a O f r • - sroBM sBNLR GCNeuL srEGnlu t j --. ' E �.�.ra{��b• F• 54.46 �' I Y •+ noxs ' •s.`N i - ,t,. .. �_ - - -._ .,�,,, - _ - s _ I e R p E ,vy. 5a 32 (. • 0.2'1. .41 , Ki J 1. ALL NOl[MANSXIP AMD MA}hER tAL3 SHALL CONFORM SO THE C[TY OP AUBURN'S �, I ~ -- - i Np, { ®" RL�1.'9�1!( y i O,= d EEQU[RCMEIM1'S AND seee2r[CArIONS. '( I I i I R7 © , 36 j Y�I _-` I'�1 15. LZ.ZY.' - R 55. 2. STANDARD SPECIFICATIONS SHALL BE 1981 RYA AS MODtrIED BY 119 CITY OF I u N, /Q( bo' �00' UI'r7u Eose.nt^�r• . it \QV I , - YPE �.�i..F•R �° - I}- J OgFNI Cp F r d AHNDIIII. I I � ^ S•s / Rea ,vo.A61,1 , 4 ' p 59.1.3_ o II{ I1 _ .PYI�JI�IFgJ,�_ dS 3. A COPY OF THESE "PROVED PUNS SMALL BE ON-SITT DURING COHSrEOLT[ON. 0 �}[ - _-_ - / - �5 �" �! _. -'W I I Rom-•�° ' I 5480 p r.E.S mLL �f Z j 3 b a L ALFja:� ~`. - �' G�l., l D D o 21 ; o 4. PRIOR TO STARTING COAST UCPIOX, THE CONTRACTOR BULL CALL ONE-CALL 0- 3311 �n I Q ROOF DRAIni WOTES'' - • '" - 119 1 �1 800-424-5555) FOR UTILITyLp LOCATIONS (WATER, SANITARY SEWER, STORM SCWCR, - o O - 561D .,¢:. -� r -Sl_V II p ,O I + 7 C - GAS, POWER, TELEPHONE, AND TELEVISIC11). •S �� _� '^ � (-V 12 PJG P.L. II {I -� " NQ __ _� I� T-, �- __ - J,J. W ALL ROOF DRAIhI Go1J - d V 4 e. L-- " s .eo eT.••d `' t 3 3 s $ l4ecTloRls r•ILwr Jor �e TE ss.as I /P ✓a 3 5. DOTING COIIfrIOCI'ION, C,••�••..^^CMR SMALL BE REQUIRED TO CONTROL ON SITE - r STORE WATER RUNOFF tl USING TEMPORARY EROSION/SILTATION CONTROL r�-,�J - ` 1 N y ALTERE4 • 1P G01•IGLIbY I.E.5' --05 � p2Y� PROCEDURES. NO SEDIMENT LADEN 9TOKN YA'[8l LULL BE ALLOWED IJ DISCHARGE I I �• \ ® A N O e o� AR-1SELi Cp61 _T F-4611,lEEC. ) % =� S�•I� j t �D' B' D ¢ INTO THE CITY OF AUBURN'S STORE DRAINAGE SYSTEM OR ONTO ADJACENT D PKop QI ED / 1s To 51.9'7 PROPERTIES. 'D I \ WTURE 6LDG. TaR I f A6 2. A _wYE r-rff IG Q r- :. *I .01 \) I _ 'rE=9'7.3o G.GRe 59 0o 6E lAISTAI_L--ED 0,0 ra e p ^ ff' 6. LOCATIONS OF EXISTING UTILITIES ARE APPIOSIM.T.E. IT SHALL DE THE p m •I I x� D. pR1+,lr.l PIPE �iI Abo`/c AGP N Z I > 7 CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE TRUE ELEVATIONS AND :. i � P e. . IEc53.Pi°I T �1 IL �d'�3 •I � � a LOCATIONS So AS TO ANOID[DAMAGE OR DISTURBANCE DURING CONSTRUCTION. �+ I , bN /,. `/ GRADe oL1 ALL ROOF ORd ) I 1.D__ES Ci 7. ALL D011NSP0UT4 !HALL Be DIRECTED INIU THE STORK DRAINAGE SYSTEM I2 c*. 'C 55. 7 I C' 3. LI Se F;V - AST M 3-3a' Q b pN �N ® '� SOAR 21 FOR ALL- Qo r Q y'I1 S. ALL CONNECTIONS OF SDR 5 PVC PIPE TO MANHOLES SMALL BE MADE BY USING Q� Q <J JL IIZIp. R4P r) GPa TYPE Z ! 2,2 DRAt�1 (yrl�IEYARICE PI PC-cj 2W1W A.G. OR GPK MANHOLE ADAPTERS, OR APPROVED EQUAL. N `AI �_ IL, ppNOD APF1h ON�``��� �'�'6 W I:O n IBA LET'S IL1T0 9. STORE DRAINAGE PIPE SMALL COMPOSE M ME FOLLOWING: *� NI NOTE : '��.� � �0 M d• DIs;0 pp1D. Z I ALL MAID{-LOLE LIDS ,} GATGN R�ASII� GRATE6 To F�A.vE I e ss�P 12 tPss's d_ �- '°`'T '�'' s� ceg (TYP.) ' A. DUCTILE IRON PIPE MALL BE CLASS 52, CEMENT MORTAR LINED, WITp p S LL- .55Ye Iv. 455.32 dN n) e. � Foa- Qo V MECHANICAL Joins, AND COEECT[ONS TO UEMILES AND CATCH MSINs sXAG1 DUMP _NO WASTE DTLAII-IVj TO WETLAND " .../ 0 - pIPC-5 IrJ L-►"V- `''�'.- I // BE BY MORTAR JOT DUCTILE IRON PIPE SMALL DE USED WHERE PIPE 0 f Q Cx?I�YAN( !Y Boo I-F 0" .L.. �.� �� '( O STENc-I1_ED 01.1 EXPOSED SLi RF/�GE . PI E xllnl6 / AR.E-Ae !A(/�P- COVER IS LEES TMAN 2 PLET. II Q J A- I N 'ScAPI"cA T C 0.5 7_ '•�'� L ■. PVC PIPE SHALL FIR 35� WITH APPROVED RUSSIA GASKET JOINTS, AND �I1 SS• L}I (IZISD) L � G.O, Pv�spe LI 9 d GO TO CATCB BASINS AND MANHOLES SMALL K BY AN AC OR CPK Nuav rRNlsv yypA I.E.=53 •?5�a z, .� n NJ �` , � T.E.ss.ae �' MANHOLE ADAPTER. PLIC PIPE SMALL BE USED NDEBT BERM COVER EXCEEDS 2 W: M PIIFIN. A /p' aaP T•N1 "q�wTY .IOMf dO.G. •JO (D q p I I.E. e,2�IS Z FEET FOR PIPE COVPE BCTNESN IS" AND 2' PVC, SDR 21 SMALL BE USED. 6• ar J.NE NIML1 •a P1AGaN N LUp tl PIPE X IIJCo II 1!] THE MAXIMUM LAYING .LNGTHS FOR FTC, SDR 35, PIPE SHALL NOT EXCEED 12 �"°' .!+ S +a• AITupIWLLY AlblA Nj 1 I�t:. =Ski-Q'Q'(1211S '*' ."t� a oR WNMT- bv' PENT 6 INCITES. ♦,.A. 4 •Yr N:' MAXNAK. WIT_ lV C. CONCRETE PIPL, 32 (NCBt! IN DIANET[l AND SMALLER, SMALL BT ASTN _ h!�- ��� 9• y`-H .�+'1a(M"1L LIb•aaTY py.Ll•yp•'RN I t s(1 N _Z Y Q 1 a Pa.TwJ \\ © PI F',_-IN6 OESIGNATId1 C-14, C[�R.L BTRCMG[9, NI111 APPROVED RUBBER GASKET JOINTS, ~�Fp�NRaara W1K m C•4� "9y 1 - GBTYP K ,cam AND CONNECTIONS TO MANHOLES AND CATCH BASINS SHALL BE BY MORTAR _`i •c _ 7 Be .a Da.0.as..n TD 96 . .•S[4•aE1p11•Io1 c> a- -L .. 5 PIPEJoins. SUCH CONCRETE PIP! MAY BE USED 19 LIEU Of PVC PIPE WHERE MAKK nwa a' Ede.c. I .E. SO.•�C1'[- LF` PIPE coves Exeeeos 2 FEET. a sKrvaAwr A. 6 I.E. ff.'t3 0"S 55.83 ` I Oi i a, Q D. CONCRETE PIlN, IS NS IV IN DIAMETER AND LARGER, SHALL BE ASTN CNN wLwuTrN A 1.�. -1 vF.Z�j tT' 1•l 55.87 - DESIGNATION C 76, C SS IV, NITX APPROVED RUBBER GASKET JOINTS, AND IN aanwNas E/EW 1 CONNECTIONS TO MANHOLES AND CATCH BASINS BULL BE BY MORTAR JOINTS. .wa oM ••'MIS SUCH CONCRETE PIP! MY BE USED IN LIEU OF PVC PIPE WHERE PIPE COVER BANA4ta PYNNAAI I 12" RIP RAP EXCERDS MAXI POOP. VE DIMENOION9 %: Ys' / .i�O 7.'- 3 i� - _-Sa _. '.�w1TR�' Ppp 1 . ' C. 1ME35 PMAx[MUM LAYING NCTHB BULL NOT EXCEED 12 FEET 6 INCHES FOR BOAR NW , t `� f I G, i}�p$ j / / r IS• 4'.I SLOPE P.M. A - a1 w Me M.aNALL) / LE -� b" 554.9/ ' OV LM WCMLLXI F. MADDING FOR PM PIP ;HALL tE 5/8 IKtl MINDS CKU31¢0 ROCK, 1 INCF23 mM b' mM A' E.WN UPr (asiWM1l� t 1Yy 4• aNnel•IDN '�_ I Q�V /p 1-Y0- F�y� P.M. W - DW A NWIIA W"..Iae.RIYlJ L i CRUMBS r0 6 INClRs Ittl"n1 OPEl TXE PIPE. ,n HA, .blNi OACKDFCOR• 6' - MJ • / ^`MOTL1{E.•1 rA{E /Y G. BEDDING POR CONCKLTS AND WRILR I[011 PIPE SHALL BE 5/8 INCH MINUS �O ]7 LL CRUSHED ROCK, 6 INCI�S MINIMUM MOCK TO 6 INCHES OVER THE PIPE. t NW u.NAa. a' �\ ir ■. ALL PIPE THAIICX BA FILL MATERIAL SMALL BE CLASS ^A" RARE RUN GRAVEL evaN A O MODIFIED BY 13¢ CI OF AUEUSM. • uWc NN. NI. MANR. -> G• �At'w i Y.E•A I. PIPE INS RACKFILL MATERIAL NItHIN THE RGYT-0E-WAY SHALL BB 5/8 u+E6Ceurtba • ♦ MATGHLINE 1All.( _,I /45-P�C/KT STATEMENT _Z W a- Z [NCH MINUS QU9NE0 RpL� - J. aTE.ITIo.[II PIPE. Tb 6E I44ALIL.E L.M.P. A. N-D."(1' - .� 'I '• SEE SHT GA .. 'v -w '' L c < w•m WM.H .'ee rwcM exwrwcA-- •s W:. "THE PLANS ARE AS-gWLT AND fN!©K- r 10. MARIELEs AND CwCH SAR11R 1T. . 1414 aYrtrLa c Ito. / • �. z�.' s NATION SHOWN 4CCURATELY REFLECTS I.L A. !'[ORE SEKR MANHOLES SMALL RAVE OFFSET OPENINGS AND SHALL CdIFORM TO .' G.M.Acrre GN D ED Tw K_ TNICCaNeD faLi.Aa 11 w•d....ri•�aRYSM� C V' z - EXISTING rc1ELO CONOITIONS AS OF Ts FOLLOWING: NwK ROM <%e Nme aT) KeQYIRa ►Y AP`WP, SS���"-----""-- r. : 77 PSEGTIUN Olin NORK N11ALL ceN.1r MOTH az-Doe SECTION . THIS OATS : 10 - lO -9l J7. 5T°AIM ONLY OU Q nee (APWA) PIPE DIAMETER DEPTH wrwA n.eD.. oTTt., �• R�''�'r, €. 5 s (.'EN07E5 AS-WILT rah.-3S 99.36 III-48 8"-21" 81 MAX. NOTES: W MINK >•� YTIUTY W., axN4D, 11[LAC! CGM6NT G vmm:Te ON cpwr Y1tP pYtvM M•0, ei.��H LANC,�dr COICRGCTIONS. - I-48 S^-21" 8' MIN. MYEN.r 4 M.� K .AMLL •E l• I!R • ,0 of AP'WA AND Aa A lP T1I�1N1�1•IEr����, 11 TOK[, u. O (l.'(II ! MGM RX(p M DIaaGT1D M nat RWYa CgwJ[•Tl♦ • E_EC 6•NK MIX WITi \E •IAAK.Af.4RMMt III-54 21"-36" II' MAX. uNNArt �a uGra AM. MAN. TI • , WIT" 6%"ARIL ENTRP.IMMENT AND DIIL•ANyW- E%°IFtFJ-1ai,4j r'/ awm e.1 c-Enece• III-72 J6^-12'• 9• MIN. nl.',{ NRN a% >I N "W I K W aN nwLu nbla •)INfIeCTWJPG REFUSED DCFoa! PouRlNfi.PtlR F~ANO FA �i d� 2 / - 9O ' / y P T�_w(� . NT .. a NINe.au M EIaL- Li I� STORE SEWER MANHOLE# SMALL HAVE A 24 INN SUMP. ciao Nr TMa ENAwe.IN, 4)q 'I"� L• 4"TWCKTNRUORWEMM'T•• AND PaNP'e�Rt. "AS - P�(J/LT " NOTE vP p MaM A NWENMG D,NNINa IE TD TD CTY OF AuD u iTP,NEKR-0 Na feMETN/CTaD MMW OIIIN CRIVEWhY DETAIL. TNEfE rVwA A11E 'A►PNOVW' FM sc.Ll DATE S. CATCH WINE $HALL RAPE AN 18 INCH SIRE AND BULL COMPOSE r0 THE BP1W, TWe eMTIKa u(Ka Aw CEY' OF CITY OF AS COMPLE7'EO PJy • THM PL Y.RII���� �aaE�� /L� �����a� rDLLOf1ING: OUTTEN MLTVM wIILL M YM- / ¢ DATUM • U . S : G. S . CONFORMN= %VM THE CITY OF AU@U . " � ..>.+ To MARL NNANa•T Nw•PINB AUBURN WASHINGTON AUBURN WA OTHERS, ,/USH, ROEO ANDN161NEEIIMNi I 4©I S-�� O TYPE (APWA) SIZE DIAMETER DEPTH •�'TM' a'•" '• � • HITCHING INC. NOT RE - , -'• ,oB"e I-0 1s" s' MAX. .W Nw>sTwy „E,•,µN, MgVlTMIAL AND Collaw ML �'!{�; jPONS/9LE 1=0R AS-BUILT pI � a Top of brass 7A7foCe Mon. d II-c 21" u• MAX. )uclKc TnNCNNr.. �`� PA'DILNCIAL mriE9 of TuL INFORMATIONTYPE 'C' . ' the S.W. eornw of Sx l,Twp. �� � � - 1�-41 8q 411.01 C. CATCH MARINE FOR COIrtIOL STRUCTURE$ SHAM BE PGR DETAIL a MY NWRNpb2E0 xvv.TON 21 N., Rqe. 4 E.,MCM. aM�� '"P`°" "A TxTA L EleW.= 56.079, City of AuMM P .oK .erwx CW M .NNeK. EMeE1EEN DNTE'f5 EIIMIEd' 1 No. 30-M. � E. 7- 3 C7 (, a 9l Dr28q 3 cF 7 FERGU50N d SONS 130]0] DATUM : U . . RNOAL SUITS ro0 60 Top of Dross surfote Mon at - t' uQuI imm AND, SmI:a rou suu Co.roax To na c[TT or Ao.an'{ - A the S.W. Corner of Sec 1,Twp. 2. STANDARD SPECIFICATIONS SMALL MI I981 AFNA AS NODI/I[D RT nE CITY Of - � V ON - 6' - L •ls 58 21 N., Rqe. 4 E.,WM. Anw. VO ° PP�Fb�iE� P¢o pO eEA E ley.= 56.079, City of Auhn, I. A COPY Or Trn u rn APPROVED run {MALL IS WITTE MIN CDoeT[OR. � O � F FIH IhN G2AVE. I, 12' 4 ' 8' GII-11SN Cd2P.pG y I I ♦. PRIM TO STARTING TOMtoNnAcroM {MALL r.11 orrAIx (t-SDo- - POI"'ID I 3• PoH D Z III-TT75) roE NTILITY LOGT[011{ (YATR, SYITYT t[Yn, NTWM fEYII, (LN, 54 / p �5.5- �. _ •� 6•/ - r�-q• rona, tnsrNor, MAD nLnu[ON). 1y� �T. D. DURtAD CAITRRSIDR, CONTRACTOR, {RA1I Ra AMQYINSN TO CUSTROL M-BITE SYM, - - -T - - -- � y'� -�- MAYOR n " BY NNING TIMPO ART ErSION/SILTATION CO M raacEswlR. NO 5z Q 52 NUINQ[ urN sTQM YATNS {.... u ALL MAN n DIseMAMCE lNro TfE CITY or Anon'{ MEN DYINACI STRING OR ONTO 1WACIn rn//NT[I{. `N MANS rLme �� S� 6. WRINQ ConnNRISN ALL CITY STREETS WAC{R n "It r BULL ■I -- - - - -- 50loo YR MR[ QQiiYAR or ALL NATIIIAL rrORTT{ a�LTOC I M-R TOM. (� L AN DIRSCISO IT m CITY. O 2 O EGTIC> IV G - G FL000 PLAIT! - P V' � EG'flOt-J N - H ro0 PorID_ 60 - Q I"= d H. /+� I"++r'�/- 4' 13 q. T• RTMSCTDW. PILL SMALL PLACID 01011 NStNI[i r pODND. .. I / hTORM MH #1- a w al y �u IL_�INJ� PJ PIiOFb GEb Y I RO Rb �� I.EYt 24" s1,7o DJ 546 _ _ I � ` o yrJs E-ICI Nf1N6 G2A�G I G64 Z R.l. � I� � � I 9Z _. ELEV GA - CiZ i 6 •RP ob7• yg' ��. M T H L 11.1 E V m EYrRUpED loo•(xt FL v ILA1J I '(E. -97, 57a3 I.L. Shno 5�2 / SEE Sx'4T G3 Z < � _-"� 54. / fs 5a 50 - U) � I .. 4aLr t. •.. 6 � � r G o. O / b" /VR/ I QH rRolposen � m � Ec_Tlot,.t I- I t cHi. AIS�i '� 'r E. 2-I. e */- // i . w�%Rn5 v j GIN �/A//SH IM I 5cxa 1'= S,� ya I.E.Ta'i.bt Kc• Z � Z. r �� N �•: ;. TE. 5 .45 T.&.K.'1 N �O.E. `l� `�}'' I g� � C z-z lSLr- b"RL �/ ,(.T 2nP oVEtFtwl ob NQE 0 II P' U Q D E�rEN'1"ION P P6 �PEGI FICATIONS � !ST• I � coxi`rRoL- MIA wS- 6 Z e "kNls Y�-rro...a PE E 61Tionl \ OUND ;. _ a c.� :T - 4' Q ._...... a\ ` r 4 RETAIN I.la. 0- P �IZ" \ L/NE //- GMP -110 EW_ '(kF�C� .��. x a/I IPC'M R 1/2 INCH (.MIxYL) CORRUGATIONS �.- - / \ / .x� CC, g� SS1, J c'J DESIc.N) MF_xt( o1JE CIS I L . I .L. 5 � 51�'3 06 L f61GT CrZ SATE NaNxNY G Tuxm LLUN1 0 _ doFI LT KATI.A, +bWALC �i=O.Z% \ / ASRW=rCL1K(ETJ u0.E aitrt sc 't L lJ C� I.L'. � , 5� u (n c8 -.. _ / .. �E$ FO rL If r TD M r TO xT- 6 ^^^ ��"'YYV 5 , 1N/[ / xt x^ 30' TO If^ f! ` \^ SQ -/ '" �6TIC 11- N \__// UQRIou6 PIPE < B3. �� I.OYr / a-I WT. G-7 eel UZ 11 �i LL BE I. Ao- 77r w^ TO ii^ g I -►s LF 2, /q" .4 oaioi�e �P W S EC 7*/ ON J - LJ AcLORPI NG -TO a _v NM To >.^ n-TO G .-V C O. 40 W z fHE FOLLOW✓I IJ6 --. - -. -- _._ +o.r. s .......e.eO.. I INCH 5: 1 INCH WMR2ATx011{-_-�-_ �' =. NO I.E: S�JC1'� O Z ~ �- y4QLt- . ,->F; a - MINIMuA GLLrutTCO "MINN r MIT Lu W uua nm. D. .P. J w I ACKNOWLEDGE THAT I HAVE REVIEWED THE ABOVE AS-BUILT INFORMATION 16 w To TOT^ IO" To AO^ r R.G�r. U 1W TO IIY' iP TO )x^ 6 G -TY. 1� 41 TT a PROVIDED BY PATHMAN SURVEYING. BASED ON THE AS-BUILT INFORMATION to Ixo- n^ ro NA^ TE_i:, 0 GO / .E, THE UTILITIES WERE CONSTRUCTED AND WILL OPERATE IN CONFORMANCE LE._15e. -� SZ 83 6 c, �/� WITH THE APPROVED DESIGN. 3 Y C .6 c T I• b D • "Itr sl.l1 ROOF [>R_/ 4W LONN6C�(f 15 t T.E. °JI..°i(> it I.73% ).6.hF-�> 51.% �.y /iF ✓N Mu o-r NO'r BE iiL- I.e. Ti'S.15 Be (� 6 yam. �J IF CdNFLILTARa�iES GOhxTaBL�{" F.I-�INF�.R• � N 1 . N }3oLF-+li u I , PIPE Grto561L.I (^e5 - 5DR2-1 EXPIRES 3/6/ Q?i O _ G.a. ., - KIP F►I �..I� f.. .�_.../'�f-ti.�•a.-.. 6 �.-..- o i �', ly m J _ I N � 0 ��m " ��-��) 3-5 225'(EGE✓ 51. 10) IA ya 0 FbN� L F-f2 r 2j7.0'(ELEV.54.90) F. So.50 G' W o N ,� __ !� I EXrRuvEv pAOv/DE POSITIVE t.e SLAo"� N N "SKY '3: 1 hIGE 51UPC CMIIJ.� �Bo x, Z p pROR�' EO E.Y. uveo DRAINAGE FLOW/ ® LE. �x-a49 PS" 6.L. LE.Sae _ iNN,1„ 'roP EL. Ss.00 CB DDE KIn O bE�ilb WALL- l3 FILII57-I CaRObE GU RPi ' _ 5B O 8.570 lz�8'I _ u p�R>21. RL N 1 N - II * ■A'r'r�r�l 6 Z.00 % S, - j j -2 O Q i L '7 7, FODRIc ` ° 56- 6X)hTI,.14 � . �n _. MW'T )4M /AN AI T.� - 4Rou..l D -- - `iv W /i-LLEY ��+'Y .I L� +.6-�r+��v 2r .. 'dTb l J g ; - -- - - - - o. a gLP- sue^ y Yd � a 54- , -54 Q < d I.E. 52.9 fo b' 4.P t.E 54-?e R� ./^ .E C uTL.6T fi* _-._. _ �, nr s1.87 Q " 3 0.A PIPE hi I b^R 6 R1 r.0.P0� 1�/ �p"`- O LEI 5Z- E1[. J., -52 36 36' � yo F- i0 „ l� n ' O Lg. 51.79 IZ6.� Z rvcs I / " _ sl.ea- y, / ,� $eo/E + �/ _� > r 1 LE. �.Oo IL'W -- }j9R L. RIP ou-fLgT O I 5 C � OI C T II' II' Iz' 11 11' 7NAL 1 w.a_Y Le, 55.34- h.tz ` 5395 Q R E� � 5Y.07 -IURI.I O -E. 9;.00 12.'X.✓ N I 0 J SEt;,{ -fuyb SEC rIOtJ P- P L� LE E. s44� e�"� o p � ! � s3 5�5 KEY6'ro NE W.�.L-L- 1.E. 5z-7o IZ" W ILIA IJ ' �/,: EXIS�lIIJl� GNP-iJNEL17-/xrlol--� 1Z I.E. 5zos 1o" S.D. •. f`' ?� r.E `�.67 �rfJ .- I. �� '; '§ '� „ 0 Fog: WEST VF-.1-L�Y I-h!Y (�LYG� I.E. IJNY•J-b�./1�1 X,.F-fLN?RiaL'RXL L.O. 1.6�h4-�+�'5Z-.I7 a LIO GFIALILIE LIZA'TIOnI RevISION 5 'f0 �/EZIF-r FKbiz.-+VFJr'r. T.E FJ(.-b - V Is}O I- bIDFI '7RA 11I Z RE4VIRF�J, ,n -� ,� �•' �aLT R•oL- MA Hi / c` ' I ". ��Jl �/ yr5.4'7 C7 Y Q CrJN'�20L1-'IH 'S H J ..• IQ LE.SFIGF 2a' S/.,70 A Cr`'; * {, :• 9'.: "fY- I Ic�u� I-i G?. Sl.q9 1.6s. 51-74 � .. TYIG law <P E I.e +",+5t o' F7P '° � sL . .. - J'}�yE-'FsT�S 66.2/ I.�.'sl-�z- 2.IOLF-b1oPl�rf{sTw'-1 --, " RRR A A• :. • ' L -$O.BS ... W/TRAcx <iuJA,Le OS7. - SS.S6 3 - IW s r. p Q 3 1 GR DVERFLCUI 66 a6fE �-rYR) N Zoo LF 110, I �10 - V I.1 TYPE- I + .• :: :"KEYS•'roNE- ri�yr�dJ LJIN6 LJ 18-W Sl.70 4/ ' ,J N � :^N . N OV62FlD -�� ' R 'fi..�A�.Ifi ;1. �.J.reR vwl sG 18'lN51.84 a. ry 14 O L z .r? ' (T G ' D TSxJTiof.1 t`lh�C51'A 1 care r.N. RII'-t OR/FKE ELEV ° p i.• I h _ B S foR_ - < I I K EY -fOxM7F- ARC- To BE WATW-_ri0AAT. L�- 18n '�.7LF-1 '+v .-._a -. �t:r :t .. 1.63 W4LL 41ErID0,�: Ds;616r ) � , OE GG be THAT .r• _ __ ^ ____ 5 T.3__ - - - 6 PO-f-(oM Ol>• yJ.W--1- �� Ff �Ro[► _ ____ _ _ _ _____ _ l - IJo wA reQ_ eAFI 6TCe 4PE ✓ h W P RaP - + 1 z _. D B l 1 N EYL6PC T41RCLfC L1 .OLF / GAD a.t. � ENV � 6 , 13o P � 5 (•p+ ••1lMwPES '�3 ri Q -� ul - �p GRATE. I 6 _ � - 4o D`✓ PE2 All FA1Rw1 z- � p, •.� �{/�/��$\ . . - - .y � ' AS P!UILT STA'�•ti7EN r � �,. . : : _ : � ' „,' .�._.-,•. .• "T-#lE PLANS ARE A5-PSUI LT AND IN%OR- � 4 a` -- . 'IA:IN-:. _ .,__ s, m'._ . : ¥ __._ . , L) _ _ . _ TION SHOWN ACCURATELY REFLECTS 03 M v ... « .' =-, __- .®. ,._.a.� ...�+. -- .. LP __.... .._.._.. .-=vim, STI/JC FI ELD tbNDI TIO NS AS OF .�, ar .. .c...:.'A` .. ._ _ -.- -.... a�.j _.3®... .. ....._ - t �4. " _ •SE Tr DIn- i ID n '" THIS (JA� : IO - !O - 91 ST-" ONLY ' 1 _ _ _ 3 � f7RIVB WAY NOTc: _ ` C `� - - - _...__.r_ -.r-t-._`�.a.^ - . P -?k+- / '- OTES AS-►JU/LT /G\ -59.35. 9" 36 v F_WkbvE EXlST1I.Iv GoIJ C.R ETE p}- : .0 . 'A s 3t.OL IZII f'X/G OVER y3- '. a.. - •3, ..-"-'" ORREi:PIONS. '--i;-J•i �p L'�C�1+ �x.egg { V Q SI DEI.JA Lr a I w C 5 _ R 35 - 5 .03 r' n To IJEACcsT EXPALhIox.� ., ..^,. . .TEE ,¢ - 67 y� Ar1D lN)STAL.L_ IJ ELL) t. r . .. xc ," , x 1>.. ;, y52.34 __ - 7 'f; N TT I \ t71�M (Zwo k 1. E FAG Po27 - o 9acg � / AS - $U/LT NOTE CoI.ILGE-f'E DRIJE 4Pr RoIS .,�. .- _ 6 .STORM MN iL AS ove2FLo„-i GD A2 - ; A ��iY-ff�4�'•+ ry , -.. - , AS- WILTSCOMPLETED 9YSCALE DATE PER �-rtY of AJ t�L.acN R�czI IREMEAIT. ,': ... ; /�51-77 T.e. 4; I G 0 H RS , RAED AND EW TH THE CITY OF 1 = S�-`f 0 T E BUSH " 2.00 - NCE WITH THE CITY OF AUBURN 52.10 I-e s,z�� 6 '4'EE"o T� HITCHINCS (NC. NOT Rf- ENGMIEEMNG DMSHNS REQUIREMENTS ,oaw > . . `'� ^-� --.• c.16 ..lore rNxh[v � SPONS/YULE FOX AS-GUILT /y� 1 ^ I.E 4756 - g s.(r. INFORMATION. APMovNOwc "/NAAr �-�,Sj 89� I I .� I - DEN App[wal: L -1 6 At 1 G 7 GlD Izeq 4 of -7 'FRGUSON a SONS I337.1 WATER LINE CONSTRUCTION NOTES SANITARY ,EWER COUTRUCTION MOM then a sand ceshion shall be provided as directed by the f-15- TAFVIs•16 Tee MJ rFL CALL 48 HOURS Engineer. I-.• 8"TAPPnJ G. 6.V. iL,a NU - 4 1. Refer to General Construction Notes for general 1. Refer to General Construction Notes for general 11. All connections of SDR 35 PVC pipe to menhaias shall be made I A" X 12" RED ULER HJ 47,d"F-•-IZ R6R - 15' EASEMENT BEFORE YOU EI DErequirements. requirements. by using A.C. or GPK manhole adaptors, or approved equal. I ^� 12" N1IPPLE y� ` DCr011L IOV O�a _. ._. 1-800-424-5555 0 2. Pipe for water mains shall be ductile iron meeting ANSI 2. Sever lines shell be laid to the grades and elevations shown 12. Pip for sanitary sewers shall be SDR 35 PVC when pipe cover trr- " Specifications A-21.51 0l latest revisions and shall he on the drawings and shall not be changed without City exceeds thirty-mix (36") inches. Reinforced concrete sewn - - ------ - -� thickness Class 52. Pipe shall be cement-linmd, in approval. 1 g•' wA,LR �- y p, BOB 21 PVC, or Ductile iron Class 52 man he used when I-•-'(2"�lOSBcn3p NIJ ,v revision. with ANSI Specification A-21-6 of latex[ shallow and primarily for overaiiing pipe and dupe or OWNF2"6 PaOVIGE- EA7Eh4ENN tJ Tl ` revision. 1. Side ewer shall tea installed from the City saver main to shallow trenches. FKOM PPOPE2'fY Ob./1JE2 PRIOTZ -+ GOP1G Q ..NG ((1 �_<_ minimum of five feet (5') beyond the property line and shall __f0 3. All public water mains shall have a minimum cover of forty- be a minimum six inches (6") in diameter with a one percent 13. The maximum laying lengths shall not exceed twelve fast six 2.90 LF 12" D. I.P O two inches (42") . (1111) minimum slope. inches (1216-) for Son 35 pipe. L: I- 1'U'v (.- MJ K G1� PIPS x'll-b 6. Bedding for ductile iron pipe shall be 5/s• Minus Crushed 6, Side savers shall be installed, where required by the 1{. Bedding for PVC pipe shall be 5/B• Minus Crushed Rock, four (- le" C.. , FL/ M> I - I ti hEE DE"(CJ IL OIJ Rock six inches (60) under to six inches (60) minimum over Engineer, using commercially manufactured toes and shall be inches (6ry under to six inches (6e) minimum ever the pipe. gD- S,LPIZ'PI-P 3FI•C G7 OF G7 the pipe, unless otherwise approved by the City. plugged with watertight plug. All joints Mall be approved I-"- FIRE NYP- AQG-Y. • 'I rubber-gasketed joints. (The location of the side sewers 15. Bedding for concrete and ductile iron pipe shall be 5/8• ) -CoAIG• �otY I D u�- 1I `1 5. All pipe trench backfill material shall be Class •A" Bank shall be marked at the and of the line inside property by a Minus Crushed Rock, six inches (6") under to six inches (6") Run Gravel, modified by the City of Auburn. pressure treated 2 x 6, four feet (60) long buried in the minimum over the pipe. 2 LFw.b" P• 1.P. - •(E ground a distance of three feet (3') . The lower and shall 6. Pipe trench backfill material within the right-of-ray shall have a 2 x 6 cleat nailed to it to prevent withdrawal of the 16. All Pipe trench backfill material shall be Class "A• bank be 5/8" Minus Crushed Rock when connection 1s perpendicular stake. The exposed one foci (1') shall be painted traffic Run Gravel, modified b the City of Auburn. to the City street. yellow and the depth to the raids sewer or tee shall he Y y - I^12 , MJ i dicated in black I 1-G" GV/. FLvMsJ +gjy paint on the 2 x 6.) In addition, the 17. Pip trench backfill material within the right-of-way shall I--Fil..d✓+5Y(P1aL.AUesuleN ISM 7. All valves for water line. shall be resilient wedge gate letter "S", two inches (2") high, shall be neatly imprinted be 5/8• Minus Crushed Rock when connection is perpendicular '7 valves for twelve inch (12•) and Smaller. Butterfly valves in the top of the curb before the concrete hardens to to the City strut. ' Rk'docKI �- shall be used when over twelve inches (12") . designate the aide sower location. I I P 5 ' . a. Joints, except where otherwise required or shown on the 5. Location of side sewers shall only be changed as required Ia. An or drains to the will he required to connect Wilding drawings, shall be either mechanical bolted t or push-on during Y W floor drains to the sanitary sewer. tz rag type, P rag construction upon acted local of Care deterContrmitor ned. rubber ring gasket type, conforming to American National shall notify Engineer when exact locations are determined. I I I 7 Standard A-21.11. t+• 6. Contractor shall obtain an necessary y ry to ewer coon.connection I r U 9. Pipe of shall inductile sirontrength and shall have the soma permits from the city of Auburn prior to construction. GON�fRAGTOR SHALL �/E IztPY I ' Z kind of d and s lining and strength pe the Pip to which )F- V E RT'16 and A-ted 1 o slat] t revision. to ANSI Specifications A-21.30 7. I[ shall be the Contractor's responsibility l ne insure that LOG ATIos.12 OF �X 16TIsJ6 - = and A-21.11 of latest rwinion• no conflicts Occur heinees sanitary ewer lone. and proposed (J'rl Ll'{1E6 P2(OR Tb 6TART `� " or existing utility liras doting construction. OF 4Or� Qti,Grr101J. lo. accords=* tests on the new pop line shall he made in d PIPE RING 0 aocordaslce with the "Procedure for stater-Pressure Toting S• Unless otherwise approved, 911 connections to existing sewer 40' D (E, r�.r�g 8"Sp v Water Lines" and the latest provisions of AMA C 600, except main with nowtees shall be done by the City of Auburn. The N Il IE, 50 S0 Z W as modified herein. All equipment necessary to maka the Contractor shall be responsible for pipe intallation, trench N Q-rI LE tot Mall be furnished by the Contractor, aed the excavation, back till and pavement restoration. _ _ Contractor shall Conduct all tots under the Supervision of xI -_• the Engineer. Praesurs to M M test, all be made on all piping a. Ton foot (10') horizontal Separation all be maintained as NIi WHERE THE L1IJOERL-RoLlaD T aed appurtenances installed under this contract, including a minimum between sewer and other existing or proposed , WATER 6L.IPPLY TEES OFF all connection to existing mains at a minimum tot pressure utilities. - TO SERVE'. ol)LK: A FIRE - U of 200 psi. 1�: SPR11.1KLER SYSTEM 7 0• SEP ER-hTE �' ` 10. One foes! (1') veilioal espaiatie, Mall he malnteined as a I a 11. Disinfection of the new rater spyet= shall be required prior minimum between sower and other utilities when a crossing of ®PIPE X I�� II � DETAILED PLAKl MUST BE 6E% 53. 13 Z'�' 60� T to connection to the existing water lines and Mall be in utilities occurs. If ono foot (1') minimum Ss rat possible, IE.= 52ZZ �P7" uQ - I SL.{gMl"TTED A1.1D APPROVED • i accordance with the latest prwGloma of A11WA C {Ol. 12. Installation of corporate stops, water services, lines and -3 I F7Y THE FIRE M 4SL5{-1 AL r05 ,store Mall be per City of Auburn Standard Details. L I PR1oe TO 11�STAL-LATI o1.1. Services shall be a minimum 3/6 inch Type E copper tubing or y'k'f ( TY P ('. galvanized pip. The City of Auburn will install the / �, 5 - motors. The City will install services from main line to j ® 1..alXg1"rP,P IP IJ� "(E E, M.Ix FL J the meter whoa the existing rater line 1• in an existing I^'E5 BLWM'J 1J� W � r -2 W City strut. ..I I^86.v, FLxMJ S �� ELF O I ACKNOWLEDGE THAT I HAVE REVIEWED THE ABOVE AS-BUILT INFORMATION E P(LoPO6ER SII R.I > FL. FL. ® dl 13. Blocking for vertical and horizontal bonds shall be per City PROVIDED BY PATHMAN SURVEYING. BASED ON THE RA BUILT INFORMATION W i" PLIM PER LIN1E7 of Auburn Standard Details. _ ® �P6 V( tJ C� �j '�O 11.1STALL OETEG'(orl/G}IEGK THE UTILITIES WERE CONSTRUCTED AND WILL OPERATE IN CONFORMANCE I A6'��( FAR GI?Y REQUI(d�1EN'(S r '�� WITH THE APPROVED DESIGN. IE=52. ¢a (lvnw� aN ARE R15G2.!tJSIPE BLOr,. Jr 16. Contractor Mall obtain any necessary rater marries caftwootion permits from Me City of Auburn prior to ! ,. construction. q'C ` +'�'' � � � 15. All valve boxes in public right-of-soy or consonants Mall be s r ® I I \DO adjusted to final grade after final paving on complete. 16. Whore the underground supply Tess off to serve only a Fire Sprinkler System, a separate and detailed plan must be I I eeMoVE 6X_K-r L.D. submitted and approved prior to installation by the Pore - #. ?L4U61 PROP. t.l - � N Marshal. Fe I S.S.�fo BE F6AUGb NED I - �" I I I^-Ii''a�G'"�(F- MJ,c FIB 17. Eire Nydra its " _ OF AUSUP-0 GSfD, ° �: - � ex� '+TS ,- .�Z � V I-KN .466Y,� N - 1 A. ylie hydrant assemblies shall conform to City of Auburn . :_ I t � �' I +. '. `_- _ �--�'� •+" �-�"`�"'`--• - _ '„ 1--1 g{,(XY� NG -- Standard Details. i i ;l I ..:.,.� Rio L - Co" 121.P -1 - S. yore hydrant food lines M 5 all be installed at right • "1 EXIST UJG 'IZ" WATER LA f-4 MJ angles to the supply main in conformance with the 5x -� I ^' 12:� -TIPPLE, PE i 1/6" NVO Hydrant Setting Detail (City Standard Detail) . C. Hydrants Mall stand plumb, esi to finish grade with - " - y P , the lowest outlet heleq no less than eighteen inches o EIt5TIN1! {� `' -- - - - - (I{•) from finish grade, and a clear area around the ¢ tl S w �. .. �1IV- hydrant of no less than thirty-six inches (36") . ' 0 �j } r, I tY. A e _ „ U D. Pumper port Mall face street or fire access and be " I ? 5 r P"fT•"F.H. " '(,o LF ro111" CD.1• 12 G / readily accessible to any fire vehicle for fins '.c'„ /" ri ) fighting and pumping operations. .a r� S IZRLP I I I I bs E. Leeds from the 50rvieS maiR to the hydrant Mall be no . . f� - .a------'1� - < loss than six inches (60) in diameter and any leads ' - ro' s .... :i over fifty foot (50') shall be not loss than eight inches (s"I . � 0•4^f? 2EloGATED EXtSTInl C. k'fl )I F. yore hydrants shall be installed on might inchu (P) "i ';` diameter or larger distribution supply wins. -P 7L-F- 6" D,I.P. - - I-•-I2iIx�" E MJxFL. Ill ,{h - J Yd pa 2•'-LoAIC. B - I -- ld'G.�/ , FLx MJ G. The hydrants a shall he is in zed le • mi y xo • cinq Y of 6fe Get along stream in(on-site hydrants sonss and I ...�n V I--C W.A BL[Pr-_ 16 700 Got in all other Bones (on-Hite hydrants shall be t . { - a maximum of 150 feet from furthest point on building) . '" "' }.; N.A.iSY(PicR •aUOnJRN2'iT(•]'S). I I II Q IIV pO ', ` z �a�LLea I PRoPO$Eoaol F1 . FL. 4 PLIMPEP LDJE C foR Il H. Easements shall be a minimum 7 1/2 Got each side of n - - - - - LYs I (9 To INSTALL EGT /G)lEGK h ; .. . A�f PER GI'fY REgUI(LM Ef-I'f5 any hydrant. �" AREAL I^-'IZScl29 TGE ,MJsa FL � ppl �igG RISER INSIDE BLDC�. II=Is nut'° ,_ II -_ IZ G.V. FL-xMJ J c 11111-,Il ll_CIT �IIII 1st -�IIIt= \I\tc -.-C�I�C-. hl1 /'Y � ^' i. CONCRETE bLOGK • e I^' I e e v, M J I I - YL : - _ ® 15� WATE�Y�AhEMEt.Cr -•+ _ I- ',.- PIPE ® I^� 21 ME'M.1 _\ G� I--C�LiG. (SL.�ycIN6 IEE .mod W";,A) .. 6IZE OF PIPE L15EP I^'CA�G -IX-w�� I11v PIPE XIIJIG �1 J TMRIIST Y. Fi. ,�J��. +4'(1-Z"SD�Q I-(L"7��o �E� MJ TO bETERMINE SIZE I J\ 4 64' 6 �/. FLYM LI OFTHRUST DLOGK ®PIPE X I IE= 5Fi. 41 41 (I yIIgD� �; I--�N i6►Y Aa16UtLu�sr13.� . . a -1� Illl_laI IE= 53.75 al W� I 5., � C��ILI Pl4 W OD S�4' pi,V.O. HYDRANT LpLOGK NEWHT GNALLD Z.DL •=E EQUAL OR OK SIZE 'DASEP ON Z 5P51 Z Q J LEiS THAN ONE HALF O(=TOG.Lpej Tf1 Te6T McG.S`ARE . FROM GGCOU "KFAtr-To MacK 6ASt. IS' E iE_F/IE I.L'� PIPG� XIIJIn nn CONSTRUCT O"CONCRETE GLAD, ¢'"4' SaUk7-T EvI� FITTING 6E.I"RING AREA OF ISLO K. 1st SQUARE FEET LTYR) I IE-r�3A4 OZ�I W) IZ"RLF $CO/6 % LL C.ENTEiCEV ON HYDRANT, IF HYDRANT IS SIZE r :E 1 4 go, 46' 22'/2• II %4' FRG PER GIT"( I I IE= 52 `14(v w� O I SCT DENINO 610EWALK OR CLSENM ERE FINISH PAVEMENT (INCHES] nfC ENDS REND OE ND y \g (AWWA 6EN0 BEND OF AJE:UR.IJ sTp• PL.AGE PoL`{. FOAM • p BETW fcEhl 4fA"fC-R- LJ cuR9 Q GurrER loco PeF 601L GEARING 6T1fENGT4 I .'.5 0 o I-• IZ"s•rG"�fE=E MJ,cw N z "'" - � 4 f.5 4.0 2.2 1. 1 1.0 t w :: • 6.4 4A 2.S 1.2 I-GONG. 6L04�11.k.: �. \� i 6,2g• CAST IRON VALVEUoe( B .a O B."I .5 1.5 I-F. H. fs.iSY�P'EZ AU011 RN L/(P$.� / 0 17.7 25.0 15.61 12.9 Zo LF G6I' P.LP I M�CJ-1 DINE /y 10 MIL PLASTIC SHEETING la'RESILIANT 2 25.4w b.0e 1 .S 10.0 5.0 ^- IZ'�'FSEx-I�, MJ OVER GRAV E.L WEDGE GATE VALVE IL 45.2r .Or 26.5, 18.6 G" D.L.PIPE .ter 17.7 C.9 /-b�\ D 16 LP-IZ" RCP. CAST IRON TEE .. 1 -I FI 4E RihER 1 , 111 - " GONCRETt 2500 P6F 601E RING STRC.NGTH • LL 5ES S L0 OF Gb '$ }; I = -- .,. AS-P}L/ILT STATEMENT - y. WALYi NL�LLN'fEP Pd.V. �� H a •_ 6LOCKING 5 1.0 LO .O 1 .0 LO -, .7 4 I. 1 1.6 .0 1.o Imo • r-. 1 y7 "THE PLANS ARE AS-%UILT AND /NFOR- MECH.JL(3� 2-�4 6TEEL - b .o I.o .a ISM EASEMENT I - a,r _WTION SHOWN-0CCUR.ATELY REFLECTS t asHACKLE RODS 3 pLAN�E Jo1Nr �TYP.� w ;- - <EXISTINC F/FLO CONDITION$ AS OF 3 3 CONC. DLOGK ( 1 .5 4 s.6 I .B .O )O - IO - 9I Lt(gT6R ¢ 35 NE/Z 10 7. 1 (O.O 6. )7 a " MEGHANICAL.IOiNT 12 1 . 1 4.0 2.0 r` y - TI-11$ DATE I�y WA6HED GRAVEL 4 ID.25 I -G IQG 5.4 2.8 SiRy��• pF Fa NOTES: v B. 2S6 3.B 7. l 3.6 `�{Y AwC OT£s AS-WILT 36 Q WHERE NO CURD k G TfDR IS IN67ALLGP,FIRE HYDRANT 6NALL_ xy �' �+e1j • ,d ORREC!'IONS. NrPNss n n}a3 .w". DE LIX.ATED(IN RELATION TO STI MInT CENTERLINE) AS CITY OF a`MN-IM4M DEARINCI AREA ALLONEP l5 C(7�' OF �� OD�� - qO 1NPIGATED ON THE ORAYJIN6S. 25 SO.FL GEARING AREA MAY BE ' �2A '0 INSIDE CITY LIMITS 4. AREA WITHIN F%KS VISTKICT No. 4 AUBURN WASHINGTON It80l1GF� 6Y DSING TIE RODE AUBURN WASHING TON - p'/ a 'y'�. `�1a/� C� NYPKANrS TO HAVE 2-2/2"N.6.T. HO6E PORT 1 -4 V2 N.S.T I RE'� - * 1lT NOl G' 11M�1' \ RA,LL PJOINT.PIPEORfM HIGOar, DATUM : U . S . G. S . PUMPER PORT.(NATIONAL 6TANPARD THREAD) SOIL6 TESTS TO CONFIRM HIT�FIER ' AS- GUILTS COMpLETEp BY 7MEfE rLA►M ARE "M/ROVED•' Fp11common WkT ArXi ONL MAY DE L_ IN rLnaE OF SNA,GKLE RODS SOIL GEARING 6TRENGF(. sole 51/4"M.VO. HYDRANT " I D YISION tau ccvly RAL of UTILITY ENd.INEER/ WATGIC SETTING DETAIL WATER MAIN BLOCKING E �I. Top of brass surface Mon. at - orHats / BUS HI ROL�D AND COMPOW1ANCE IM1M 7NE CM OF AUBUM 1 =40 �•�1 HITCHIF/ S WC. NOT RE'- �N�rIMEE111MG DMSIOWS EWIREMUM ,o"N. the S.W. corner , Sec I,Twp. [ ,• SPONS/gLE FOR AS-L'f/1LT 21 v. R6. 4E.,W. M. h INFORMATION• D@% It w' 8�14 D ENGINEER DATEti 8'7 ENGINEER DATE (. NL No. 3 56.079, City d AuOtNn, II_ 1`� - � Na. 30-H. App U G 5 ro v C) D IZ89 5 FERGUS 6SCN51357H DATUM : U . S . G. S . CALL 48 HOURS METER BOX TO BE FOGTITE BOX TO BE AMETEK Q V- Top of brass �«• Mom at BEFORE YOU OIG 2���0 N0. I-D FOR 3/4" METER N0. 17010 FOR 3Pk"AND 1" v-• the S.W. corner Of Sec. I ,TMp. / 10.0-10 FOR 1" MET.FR N0.19011 FOR 112 AND 2" AND No.2 FOR I12 AND 2 (GREEN IN COLOR OR QUICK COUPLER 21 N., Rqe. 4 E.,W.M. ' 1.800-424-5555 METER. APPROVED EQUAL). (BLOW OUT) Elev.= 56.079, City d Aubtm, " LI I l,�I G O $ � N No. 30-H. SEE NOTE S =�P-l(II�II n' III��II/ % i{ .n ..lf' •/d3 V i 2f SWING_ G PI PE TrLEtJwI NOTE: _ ry J JOINT 1p7E�TA1L_ c_ dr , �A Ilu �iPEGIF=KP�Tf 1 1 PIS X11h-Ile DEDUCT fVl2� F�/C-�I' LZ I- PIPE J�PS\NC. O METER 1. �j D y* 'C� (; UNION UNION IRRIGATION 4) z MAINLINE a0 l,J„� W ?• I (SIZE VARIES) '^ co METER YOKE TO BE FORD • NO. VH 172-7 WCTS FOR 30 / - 9 P NO. VH 174-10 WCTS FOR 1 i :1, 1�11-It_ • Ob g 1� NO. HFA 31-666 FOR 1 1/2" NO.HFA 31.777 FOR 2-. 6"MINIMUM - \ PEA GRAVEL I Z-'' GOMC-6-11L MCrV4r- TYPE K COPPER - FOR 3/4"AND I" I G.}J • O NOTES: 6eEE✓ 4-C6 SoPes V I�Gu uNE NI rArN G+Flu IOLrr ° I.) BACKFLOW ASSEMBLY SHALL HAVE A MINIMUM OF 12-CLEARANCE FROM E"�'LI'f. GS OF Gb ANY OBSTRUCTION ON THE TEST SIDE. % I Q 2.) DOUBLE CHECK VALVE ASSEMBLY SHALL INCLUDE TWO RESILIENT ,... �i�I' SEATED SHUT OFF VALVES WITH TEST COCKS, BE ON THE LATEST - Cr J D S HS APPROVED LIST AND BE APPROVED BY THE CITY OF AUBURN. - ` I 3J TEST COCKS TO BE PLUGGED WITH BRASS OR PLASTIC PLUGS. wYLU 1.) BACKFLOW ASSEMBLY SHALL BE TESTED BY A CERTIFIED TESTER - ��� � �� � LIJ UPON INSTALLATION AND ANNUALLY THEREAFTER AT OWNERS , L' �jl✓FA¢Y + B'- MI1 • EXPENSE. SS•I3 " cr cr 6.) MINIMDM-9 (3/4" METER). 12"(1"METER) 614"01/2-B 2"METER). T INFORMATION LE. 5�.47 �'S� _ I,E:•4$--�T-ayF �tjd•;�9 V" I ACKNOWLEDGE THAT I HAVE REVIEWED THE ABO INFORMATION LE. 6Z7c7 IZ' V✓ I•E- 9- mI 48.57 / - T TO LANDSCAPE PROVIDED BY PATHMAN SURVEYING. BASED ON �, NFC/TANCE i DOMESTICjE_ _C IRRIGATION NSS. THE UTILITIES WERE CONSTRUCTED AND WIL �,. w-. `I(/V a `L } WATERLINE, WITH THE APPROVED DESIGN. ZJ•9 411s5 ILe Z q•cw P MJ � Z - Q INSTALL TEEASSEMBLY 9AC FLOWCITY OF I 6 ate ,, \ I� IL ' N PE -- AFTER uwoN AUBURN WASHINGTON - 1IT I--Iz"-UIv MJ ' Q DEDUCT METER -, , G " J • PIP K' a \ "' Z^GQ1�1�Y.�lDCJCIfJfo P17E II I.JG i c� PROPERTY O 'VF<- '.;, n I I E- 4$.57 855 /./ II .. LE. 53.32 > iD - DEDUCT METER WITH Q,EASEMENT LINn OMESTIC WATER DOUBLE CHECK VALVE a „ I.E. 5Z�-,.9",bp IyxIL B(I �MIl I,E. Sl.00IZ W �, �S 2Z I Z-'4.ERVICE ASSEMBLY UP TO 2' "�- _- IS, E� - I-�I WIPF-L -- 1, Pe Q w I�iEG 3/n/� }' a`�- - fCs pN1�'pL6L PE Z TYPICAL DEDUCT INSTALLATION ENGINEER DATE 1/3 I r -fp e" I jL-,nCv P4+_w, P X'I O Z N 6E. F -71" 1 6T7 ' c " _ LINR•R- 4.>4.6e� LE. r�oOf.> Wf.- W w 1L'^ 9O' BEND, MI Zq LF IZ' DI.P 4, aFb,3Co PJtb" ® J w ^ff�Lfc . r�:LA1Kle - IBL.F I-L" p1•R I. _ 50.54d I7 \.✓ P IY•-f� G A - X^-IL'IaC42'nTE� J. 4 4+P 8"cif-� 3 U O z ®�izoPo�v !11 o.I.,�L. FL. L- 1.� x "o' �,1 Pump� LI�6 Go RA,G qoL F,..(v"RI•,;,® DI:P. o C HAK.PI-Y wIVTH m 9- rA'(WIDTH TO IAIaS�ALL O '['EG'�O(K�GN $M G. G CR T SECTION A55 PER U R QUIRM� S MdEMENT 9ECTNYN C.eE TTFiC1.1.iKT1 Y ,� �Pf,� R GI'(�( BLF•'•' IZ'-�I.P N and FIRE RI6 I SIPS gLDto. `n, o DLl U¢N `-+(D'S' • Cr 5 • - :f Gt�MEN1L MG�ER u o p D B ' ue O• O• r • eDP o °' .p: +I' E.e�FLOI.:/Ah1iFJ.�fBI=T' Ri I�IL"rt�e."�'E, MyJa�tFL- ROP O °4 4 .c'y �:'Oe• FOIZL IRJZI�C,I M $ C: _ ,e I^' A Y�PC'C•R-E1151J¢u si'(PS.7 PEa- IefeJL_ OIJ Ri s ry � I--C:m G 04�J N6 r .IE TENCH sAClf¢NL •Ot. C ♦Ire T J+eN •ACYWIL 'O - 0 >HF f. �,IZE IR�F•1ew '_. V n _ ,•„ Lo I-G r o CLAK A MNK RHNLGVEL '0 I C' " PAs3 A AWK RUN FAtAVEL •DO •�O Pc2 L.�.N rY / L I-J.-v. di: `Y t � P. P (•EE KEc•.) wwER•RECP. AUV/O AS wNdfC REAP• ..G•D .: S'�"-- • M PIP')% X�N-alI AND/PR M PRECTED ANO/OR/•e PREGTED•Y D CITY. O :• - E: elrY. eP.o. > •ba�1' GLL NGGR nn rl ' �O,E " NIwuS CRNNIEO RaK °DP ,'. �� A P'g (SEE•rEcs) wNERa REoro _ N: . . T'. G AHDIE'JR Ac gRiGTlD Trf uTY r� 4" j4i3� �b�t-�IGtf�( PPE. ov. n Mlull� GRM7,ILD •DCK 14 DRE E"MIM US E .T'r: 4" HIN.(•irPINi7 (sea irE .,) 1 ..•.;.<:• `' G••HIN - ?- \� • - T VMERE RE4.RRCv ANv/PR AS NRSF-TED 6Y CITY ,o E HIN.(BALLA6� .. •...ti 12'MINIptL � � ,� ,. Y � N rlrE • T � ... 14.OR 2 . MINUS LEE Kaf� �� I , "• - O WBlRE RE[7UIRED AND/OR A4 -. DIRECTGD SY CITY.- MAx. PAY HYJAIG M; y _ S / .�' RYJ WIDTH) o • B� TYPICAL PVC PIPE TKF-NCH l �+� qB e s� MN+� s _4o W TYPICAL CONCRETE D.L. PIP� TRENCH -- scale , I.E. �s.oz >?' Sv �•L'' TE . .. _- 9 .� s _ PIPE K'I f�IG I. E-. $+�e"� �" I L.l NO-r OTE I.F_ 5z.C7c Eb" iv ,.. „ �G LL KFILL SHALL eJF2 CON\P'ALTYID I.E. 6I .GL� IZZ' �/ � ALL OAC.KFILL BHALL B,C COMPACTED TO 9�7G OTT)MUM DLNi1T' TO As% O?TIHUM DENGtTY. CITY OF CITY OF AUBURN WASHINGTON AUBURN WASHINGTON • / '+,� � f1 �' rOR mpg C Xa. ""THNI a rcET rnrc TE•MCH •Ack- PVC PIPE CONCRETE 6 D.I. PIPE ' P i'Wd�Ee L i�dJ J s ` rn.� •� % '" • TRENCH DETAIL TRENCH DETAIL ,r 4 i r - 1 A�� �r CCU•HED /AC1C. _ 5EYf G� of C_'7 1(I ENGINEER DRTEI ENGINEER OnT4 • 'A (4 - 1 w , f4+I; !/ - 0 t ^ � '� �• °AS - S3W,ILT NOTE / +j S- bU1LT5 COMPLETED BY � �� �� �RS 8 USNFROHD RND Z /� FITCHINCS INC. NOT RE - 2 PONSI I-E FOR AS -IIUILT CO � C�tI. , C3 M� `' ° SSA tH s / I F W. AS'sY(pSw_ u MURrFy/�*1 } A /NPO CMAT/0N. Z 3 _EEe.go ,,. JL-r I CAwJG. fW WIG 'ccff Mae 0//T B" -. Q r ZSZ- Al Cw DPEP �� •' `" ; � i ( �t �s ,3 '�, '.Y7 'r. -v : !E �PS•ff h�"' a* ,N N 'Y I^TL-�v., MJ � a'� I I � �� �-" �`•. 1 E a I ;1 ,\`E + i7.... r `-^> "'• 'a '. ``, v., '3,�- -.T 5 17` I, IZ." IIQ IrF%-F� 1,..._E.,y t C6Fil9 7A1, c I9 --__- -- _.• __ - \ ^ II '(YP, 1rr G7 L I�"* "',� o_' =S N 7 7 1 I a• .+ a. - `�"._ -`z . -- 0 - - F�IPI?.A-rl'M�4`7 - u .e.•r`"" ` i t , q w . $ ry ZS -BIZ' 7EXPfRFb ,1•r3,53 jy a •- � ; I I � i� � "L Exl•Y'f1„- 1811 S� il,-v�..i"V`,� '..; S E.6CJE ,�� 1 I.E: .•b' IZI, a j iJY - � s s �A Rp ppG r n X-VE 44 u 6 dfJIGT STRTEMENT Lv 0 { it � ...5191 `C ..- - -- +AS -. `` 1 - I - "THE PLANS ARE AS-*UILT AND /ArMk- 20141 SP NN! � - 5 - - c _ ° �-- ee _. _:_. .. _ • .... . _...�. - _.® ----. .•TH�STDAtE �!O C ON 9T 00 �__ - � -- .. N V j n t i r 1,. _ s, -moo; _ _ . -- - _ - _ - e ao 81 I s 5�✓s _ - SHOWN o 2 ._- --. ---- ....-- `!ns -. I <re _ _ _ +,,,. t s l+. EX16'( 1dJJ✓fI•IGY R: C/Jl:/./RRGCTIONS/PJdJ/LT iQ�HS' 99.36 L I Q _ _ �c� v'` -- i �� ®a i7�tT s 6LL�RR� _. .S - v � svT54`f` w� •wN e. c•ec"Eo . "L'ti `S' v s"Y zS : ",• - a xT.` S n 1} GoN'fRAcsfoR- - opG.S . �dS � �� Nye -.. * ID ';_ >< �M usEFxrv�MeG4uroti FAG 0027 90 Rwo. ss� s4Le ogre *n n w' NEW "A"1•c' -LE C >vEP_ \` 3 Rr-me-a MJUF-cT� Ex � ..` THESE PLANS ARE "APPROVED" FOR I"=q-p 5 7-90. P-CMo./E. Fx. PH., PIS �� S tr S GR6�II.Ic� w 1 I I t3CIArTIF1G- LI E. ENGINEERING E WIT CONFORMANCHTB REQUIREMENTS 2+4GK�(b HE CITY OF ALISLIM MAIN. RGI-_ D �,, I.❑ 51.Gb lo.D. I- IZ. -GJ-S^ Ps6ND, MJ At i t ,Oe Fa PN- PER GE'CaJL G../G. fi I-E'. UNKU✓N W. I'� CL7wJG. SLocJG s 6 DISTA I L- A&cJe $ couTRac-Te1e 20 veer-1 a t'' `' Mpwed ar P�141 I 'OI w 14or-m-4 aM MpewQ •:�u. O PR�1� -r0 caN?.-flcEl�-floN s EE. G ro L7 91 D 1289 6 of 7 :EFGusVYn ,)n, :2owe - D' ovEKFLoW. 54.(,s OVEK FLOW 60JTH• 54.83 �FIIJ ISLlED G2A�E 'A' OVEKFL OVJ= 54.54 WOKTH=55,0 V ROUND SOLID COVER ROUND SOLID COVER ROUND SOLID COVER - - 0 3; SHOW RIM B INVERT SHOW RIM B INVERT SHOW RIM B INVERT MARKED "DRAIN"�� OR CB MARKED "DRAIN"�� OR CB MARKED "DRAIN" OR CBELEV. ON THIS PLAN ELEV, ON THIS PLAN ELEV. ON THIS PLAN ,- 56 ; E oo ♦„ r CASTING WHEN STRUCTURE TE �)_ K oo ♦ r CASTING WHEN STRUCTURE ♦v'. r CASTING WHEN STRUCTURE 6� ' SL? USED FOR SURFACE USED FOR SURFACE T.E. (4) z SS."lo USED FOR SURFACE ovEPfi-G./ G6 T.E. +). S5.'I�+ .. - RUNOFF C , RUNOFF T.E.(!1)= 5"1.90 , > RUNOFF - 5 R.JM Et_.=56. S4 _--- 62 ADJUSTMENT BRICK ADJUSTMENT BRICK dr �•" dr 0 � ,• , '+ 7 - ® � , _ r ' � :- ADJUSTMENT BRICK - - - INCREASE TOP SLAB 9 yi' (4" MIN. , 12�" MAX.) INCREASE TOP SLAB B ��' ' (4" MIN., 12" MAX.) INCREASE TOP SLAB B F�' (4" MIN. , 12" MAX.) SZ I YII".GA EA2ML.� Pc/Y. Sz CASTING OPENING SIZE �+ CASTING OPENING SIZE :• : CASTING OPENING SIZE •: LI6E �i-P1J� PSE��I1�16 AS NECESSARY FOR �� OFFSET TOP SLAB AS NECESSARY FOR 'i OFFSET TOP SLAB ;` AS NECESSARY FOR OFFSET TO SLAB ACCESS. ` �' STANDARD GALV. ACCESS. 4 -' STANDARD GALV. ACCESS. ' STANDARD GALV. y�' W STEEL LADDER/ y' _ � ---- -- ,,. STEEL� LADDER / ::i, W .. 7N STEEL LADDER/ • STEPS JL STEPS v V STEPS {{{jjj��J 8" CAP , RUBBER GASKET ?i 1. -fo avE¢Fv.�..( 8" CAP , RUBBER GASKET ri t 8" GAP , RUBBER GASKET v IZ R- -_ dos co 8"%8"%8 PVC TEE ?1 I ® 8"%8"X8" PVC TEE �'1 = O Q a. O4 8"%8"XB" PVC TEE RUBBER GASKET JOINTS MIN. ALLOWABLE -': to Al MIN. ALLOWABLE MIN. ALLOWABLE _ _ -••'qE RUBBER GASKET JOINTS ] RUBBER GASKET JOINTS 7 x(i i eMIN. DIFFERENCE IN { 6"MIN. - DIFFERENCE IN fi MIN. DIFFERENCE IN ! ' n ELEVATION + 3.0 ELEVATION + 3.0� '•' Sri ELEVATION + 3.0' A.C. OR G.P.K. MANHOLE .r:. A.C. OR G.F.K. MANHOLE ',.-: A.C. OR G.P.K. MANHOLE (SHOW HEIGHT) .� (SHOW HEIGHT) .e (SHOW HEIGHT) ADAPTER� , * F 490' ADA P7ER� F \ ADAPTER ,' / { \ " } { } 4•EE SHY. cj G3 0 (SHOW) (SHOW) (SHOW) ( I -G (SHOW) (SHOW) I I �•• (SHOW) :v.PIPE - 8� z 3 8"PVC OR PIPES �\ I .d OR PIPES _ wU) J OR PIPES B"PVC � i B PVC L_i6mT NE�dY CA O INVERT ELEV \ INVERT ELEV. INVERT ELEV ¢ . ' INVER ELEV. � •. INVERT ELEV. INVERT ELEV. 2' eL C• , 3". u (3 > N PER PLAN ", 51. � PER PLAN PER PLAN '� (SHOW) - 4" GRID, b" 'oR6 W (SHOW ) Qiz D¢iF ioe (SHOW) : (SHOW) �� (SHOW) (SHOW) _ `.r, _ �,x I E.(A� 0 51.'Io 24 r1 2 x LE.L6� = SIb31b" f�.',•++ a•;.; +. �r �'� . 09. ATE, AV ATV, W T �� oe vs p = p ALLOWABLE 4 ` "•" 0 * G ALLOWABLE p = p ALLOWABLE " LE. LN) = 62.ot IT' ♦ '` ("I TT '+ 8" RUBBER GASKET tS" RUSBER GASKET B" RUBBER GASKET -b '� + U) ( SHOW 0) v 'm PLUG W/ ORIFICE ( SNOW G) "m PLUG W/ ORIFICE %t ( SHOW 0) iy o PLUG W/ ORIFICE + _ o.a4 �-+ - HOLE (SHOW SIZE) q .j _ , v.ao cGs .: HOLE (SHOW SIZE) P Qa O.�ia ofs �:• MOLE (SHOW SIZE) ,�` Q�r'' - `' ! _ :.' oR�nc-E . 6 AS 1�. GOrJ6. PAv/iME►)'T 25 GL Hu.IJS GR�JSFIED ROCK 6Alx.E COJRL � Q c /4" OR AeP NAGT -TIZEATEDiB:A� (ATD) TYPE 2 CATCH BASIN TYPE 2 CATCH BASIN `B 3/4 TYPE 2 CATCH BASIN sJemRA'oE COMPAC-MIP To 416% Past _ 00 CONTROL STRUCTURE CONTROL STRUCTURE CONTROL STRUCTURE A rH : olss-I (MoDlFlty rRocroa) oiyU) NOTES : NOTES : W (72" MIN. DIAMETER) N.T,S. (W MIN. DIAMETER) N.T.S. NOTES : (54" MIN. DIAMETER) N.T,S. W P A V E . M E N T S E G T 1 0 N Z I.) THE OUTLET PIPE SHALL BE A MIN. OF 8" AND 1I.) THE OUTLET PIPE SHALL BE A MIN. OF 8" AND 1 ) THE OUTLET PIPE SHALL BE A MIN. OF 8" AND - W . - OVERSIZED ONLY WHEN APPROVED. CITY OF OVERSIZED ONLY WHEN APPROVED. CITY OF OVERSIZED ONLY WHEN APPROVED. CITY OF U` 2.) SITE DRAINAGE OVERFLOW SHALL BE SHEET AUBURN WASHINGTON 2.) SITE DRAINAGE OVERFLOW SHALL BE SHEET AUBURN WASHINGTON 2.) SITE DRAINAGE OVERFLOW SHALL BE SHEET AUBURN WASHINGTON PAVING ( PARxU.1G STALIh 04a) W w FLOW ACROSS DRIVEWAYS INTO ADJACENT FLOW ACROSS DRIVEWAYS INTO ADJACENT FLOW ACROSS DRIVEWAYS INTO ADJACENT NEAVY oAVit,� FOR ALL OR.I�/E WAYS _J w PUBLIC STREETS. NO OVERFLOW IN CONTROL PUBLIC STREETS. NO OVERFLOW IN CONTROL PUBLIC STREETS. NO OVERFLOW IN CONTROL LoADIt-.16 AREAS. �_ a STRUCTURE ALLOWED UNLESS APPROVED STRUCTURE ALLOWED UNLESS APPROVED STRUCTURE ALLOWED UNLESS APPROVED By ENGINEER. TYPICAL CONTROL BY ENGINEER. TYPICAL CONTROL BY ENGINEER. = U o 3.) PIPE SIZES AND CONFIGURATION MAY DISCHARGE STRUCTURE 3.) PIPE SIZES AND CONFIGURATION MAY DISCHARGE STRUCTURE 3.) PIPE SIZES AND CONFIGURATION MAY DISCHARGE STRUCTURE REQUIRE A LARGER SIZED STRUCTURE. REQUIRE A LARGER SIZED STRUCTURE. REQUIRE A LARGER SIZED STRUCTURE. 41 ROTATE OFFSET LID OVER ORIFICE TEE 4.) ROTATE OFFSET LID OVER ORIFICE TEE 4.) ROTATE OFFSET LID OVER ORIFICE TEE m o WHEN LESS THAN 3' OF COVER. INCREASE MH WHEN LESS THAN 3` OF COVER. INCREASE MH WHEN LESS THAN 3" OF COVER: INCREASE MH ti SIZE OR CASTING OPENING AS NECESSARY. ENGINE ATE10/29 SIZE OR CASTING OPENING AS NECESSARY. ENGINE ATE10/ 512E OR CASTING OPENING AS NECESSARY. ENGINE ATE10/ � or�fRcJL MaNlHOL� it- 66 )* # �EDeD Go IJT f2-cn L. Ma tJ HI oL� � � A L o r.l T R O L M A rl N O L I- � S � � � � I' � G6 GRATE 6JILDIN6 ' B' DGTC�7TIo.-1 SYSTEM R10 WA AB = WILDI AI C� 'B' (6niTH Po{.T7o1.1) KooF DETt=wlTiowl (o.��Y) ¢!j = salTH DR1./EWC.-C EI-1TR`{ DEFE:.1TioW SY ZTEM BHT. G4 _ _ Ll ..EE BHT. G3 (-oR to ceT,oJ .kA = 9a111-0I�.l� A' Reo F DETE:J7i o,J (oNcY) !k 1.1 c,HT. G3 g-j-I �. hEE qlt( G4 FoR Lcc.pT�orJ - GB TYPE = N �' N 5 1 OrofIt�TRAT�wdJ 8" PVG p1HE U SWAGE 4 -2 3 .( I ACKNOWLEDGE THAT I HAVE REVIEWED THE ABOVE AS-BUILT INFORMATION _ o PROVIDED BY PATHMAN SURVEYING. BASED ON THE AS- INFORMATION - THE UTILITIES WERE CONSTRUCTED AND WILL OPE Cl ORMANCE U -2 WITH THE APPROVED DESIGN. � ` r # 4 GATL11 B�✓I ►.� 17ETAILr - FOR- a a u `. D21�/EWAY DRAI1�AGrc J EST r1oRtV SIoE OF BL1)L PIwIG `P� IT Ir r ' N yt' E+A ` SEE SN T. G3 oyc >_ MOL IA V ? d T O O -7v1aES 3i5 92. ._.. - ;� AS-FWILT STATEA4LNT -N W 4 f "THE PLANS ARE AS-0UlLT ANO INP909- 0 aD W tJ ,) 0 r-1` - Y NATION SHOWN 4CCURATELY REFLECTS Z } Q (A y Q cj jg U } } m n � � �- ,.a' 4 EXISTINf7 FIELD CONDITIONS AS OF d U N - - n HIS DATE : I0 - IO - 9l rI, sr.rent e,.>c.4' 1,,,, �'W W W C W Ifl W d w W W W Aj ,•••+•'+,., •..••'�`, ORRGCTIONS. Z. t N� � d �� rA=NOTE•S AS-WILT i -S p zlJ ".i6 � 58 cr 5el P¢aR7�i60 G s6 p /Q/•� 54 8"S.R __ - IZ'�.✓tea £3°5.D 5G S6 LL 54 � _ - FINIh41 GZ.a-DE �y LL 1 . , 52 - 5Z 54 \ 1� Z' WP�iE 2- G'W�fER _ 50 17e\,A�rt rz _ 5� Sz Q So 48 - fa 6R. 0.4% 5� SU 48 I Z' V..�,d-�(E� LINE , w O 26o LF:, N' 5S CR a- 46 Z m 42- - 42 oe•"..e• cneceeo ev 41- 0 �LF,gllssoo.� � �o "AS - $UILT "NOTE FAG o027 - qo - - AS- GUILTS COMPLETE(? W THESE PLANS ARE -APPROVED" FOR 11AL1 LflGfsfci. PEK _ - OTAIMS; Pi U S H RCIEo AND CONFORMANCE WITH THE CITY OF AUBURN AF\11v-[A �[D. PI q+-k e}3 HITCHINCjS INC. NOT RE- ENGINEERING DIVISION'S REOUIREMENTS 2Y 6 (z- PILOGILE _ I"=4o' 14. INFORiAI ATION. AS-WILT Approved Dr.4KA. ��,(�� Qj9411 . 01 Den Approved f - IB -9 sue„ G 7 °. G-1 91 D Iz89 •7 or- 7