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HomeMy WebLinkAboutTED4001920.3ef_U L.2J2111L CF> III. -_III ' 11 Illl _ llll �-�1�1 •• � • - �IIL�III - 40 o 0 1 =Ill=111�i11Td8, � 0 C-C�1�1�E.-i E G.@�,✓� PL��/►�.�G SYS�'E�11 II�� p"p� _ _=oa� 000, _ PLL�C E• SG� '.��/�►2 1'ZIIv�.-,� �. �,'.�ta. tt�,� O d ��►_l�! r7, e SITE. PL-LlN I ,' Si - Y v00 d, II� 11 C �MJG i H -� ��►�1F.L FIN. p� 111 - 12` VET► C�L.�_ �L �� � � ��T[�►L --2-Zt'S'�4SL tID� 4`- 8 1L0¢-N- SF1l,L (o" 4 ZI.a3 LLa3 1 I•.1 d. _ -� I I I I 1.1,/. _-a--,-.' I eZ PIP;= FYICAFIC. I"T1-=2►1L1,TId.G � ' I t-JG`TE : I ---- O,_ P/i¢nro¢ Homt_ 1, O. 5aP IS �e APP2pvr?'J Ept1AL --a I O► SEPAa'TO \/ UTC >� '7 �„A,� Itl MAX. FACE V O l D Co" /- 4 U I.........� // MttA TYPtCA,L 144 C�" OF 5/8" C-) CRUSHED ROCK, - - - 4" - Co" QUARRY SPACES t t - -APPROVED FILTER FABRIC MAY 5S REQUIRED UNDER CERTAIN SOIL CONDITIONS tt 1 1 !4 !n� -- CHINK VOIDS, Co" OR GREATER I II IZ" MINIMUM t Co" PERFORATED DRAIN PIPE, RUN TO or STORM SEWER 0rkD1STURBF_0 SOIL OR COMPACTED FILL ,. "EELAI!s, i FOL.L"D2y CO T Ft6c¢ � T-_ (v° PJC.( I-E t-1G gEAI :SLOT 012AI" CA�'C4-1 �A I.tEE11AN FOUI l02! CO" MODEL 2-4995-A2_ T,tPE M T`9_aI JCI•t FQAM E w /GRATED CLSJEQ. , PQpP05ED Q7Pt-1�.LT PAJl1JG� e 4'. ,N° Z't ••F - _ FtbE1Z..1ntt..tT C�OAOE ge•AJ•1- 'I - - 4•"0,•ITLET PIPE e 2 LOCATIOwij SCE. STtaICrUQAL- y/f - SF�t..it-1 P.1aN7 F02 L�`�'•PVG-'►.1GTL1 Tb FtT Ia"- 4 S o 6FJUID Sum rLAO r C7t[A1t 1AGE CGETAL _) to'PVG- .4c. � TtN FtC 14'- 8" - 1 TU FIT 12'><to• PvC TEE 44% - - 14'-� __ y II IIIIIIIIIIIII ��� IIIIIIIII ��� IilIIIIIII III P,>EUOS t.JEEI-tAu. >=o�.wDRY - -�"PVG t2-4�t5-.A2. (OIZ Ec3_14t_) O O (n c O O O O O -'- - O -J- -O O O O � i 2"xco' P,/GTEES / 1Z."PE2F, PVC PIPE - LAID FLAT (7EE .��16c,2A0E DQ/�.LL-1'�G.E OETAL.-� :SLOT M .IW C.0W JECTIpN TO ►Z"PEfLF. PIPE r ( -Di " I-"TUA"CE PAR.ILI11I G4-QW-IE� -:,a-5- 30.33 L� 11 1 `JT'D. C.8 LADOE12/STFpj PEQ AP••,lA IT'D DETAIL. ►4o. 41 FQAt1E 1 IILOGILIwtG. LID M642-KE6 pQ 1 OL=fMPIG FC1UUDQY # 1141 30 O/Tom- SQUA.L G I•-It).1y.1 - h ^-� :�.Ft`GI-� (j=�,J�,G.�L 1�a..=F1 it: LC•vU, �•QL1 m ;E FGAI V'_ 0014. HOLE BOOT (.Gl"JT l -TG; ` n . ILO1L-11 -DEAL 1Z'CMPTEE , saw 12"GI tP Q M" PVC 11.iy. =z�z'T r Lt 1=T ATE PE 2 I CITY OF RFJ trh�1 �T` . OETAtL 3.4.4 . "NPE Z 54'G8 PEQ i \ GiTY JF Q -HTJn , DETAIL - 1 a-bT121CTCia P tzil= 2 .4. N oPE1.1 G2ik hIOTES THE LONG DIMENSION OF THE ROCKS SI-tpALL EXTEND INTO THE EARTH To PROVIDE MAXIMUM STFABILITY• THE ROCK SHALL BE PLACED SO AS TO LOCK INTO TWO ROCKS IN THE TIER I MAN ROCKS 150 LBS. MIN. 300 L15S. MAX. SIZE to" IN ITS LEAST DIMENSIOt, 2 MAN ROCKS 500 LF3S- 800 LBS. SIZE 13" TO \B" 3 MAN ROCKS 600 LH5 • 1 500 LBS• SIZE ta•• TO Z4" 4 MP-.N ROCKS ISOO LBS• ZIOO LBS. SIZE 7_4" TO 32." 5 MA.M ROCKS P100 LSS• 5000 L•135. S17-E. Bo" TO 36" �E ANC! ROCV F-PX GfW_ATER THAN 8 FEET IN HEIGHT MUST BE DESIGNED ANC INSPECTIrD BY A LICENSED ENGINEER WITH CEO-TFCHN1C _ EXPERTISE THE ENCe1NEER MUST CERTIFY TO THE CITY THE F20GKERY WAS INSTALLED iN ACCORDANCE WITH PLANS F.. 5PE.C1F1CP.T10NS. ROCKERIES i FEET AUD LOWER SHALL BE CONSTRUCTED Cir 4 MAN TO 2 MAN ROCKS FROM BOTTOM TO TOP. R0G1<ER\ES 7 FEET AND 1••,1GNER SHAtI. BE CONSTRUCTED OF 5 MAH CO Z MAN ROCKS FROM BOTTOM TO TOP. ROCKERY DETAIL N .T. S ti 35.42 - -_ -- - - - ' 0 I �l in 4ems 4 - 5EE 0 ep# Pl-./�J1 FbQ ...,A�� t FGYJiI�lrc I PILL= IL PI E DETAL = 9 - GAP � . ,g oe� ea LL .9 s/4,- I "' 1 U: 4" PVGPc¢F PIPE TE O gI nLD FLAT ' � pj t_tl.lE BATT'Ot•1 Q�.1D �tpF-J IU TQEw1CJ-l. -rkr- 1T Lt"E TO tTO¢I'1 I- oF TQEIJCN W/0p1- FIUTRATtorje V - 5Y5TEr1 AS St IOW, I L l P�1 �J • 8 FnarzlG. .e 4" F. F = 34.0 o2 33.0 (SEE A¢c" . 4 St-1EET A- t F -a GQAOtw1C�� 3/41- 1 tl2" 08 s` .•v a �.. e- � o PI-O CAPtt - e = PILES 6EItOUp i s B� - J PIZCN=ILE L._Lt�fc �O7TOM OF /o",..lA�t-1E0 2C1.� O10aE > Wt 1 14 bl- I=t T12- rT .. _. • . , , ', .. • - _ ,' yl O>t=1r ICE FSU11...0►NCI F=00 PJC IP PERF PE '_wo FAT - o o PL.An.J o . 0 3/+"-L'I._" .ti4�I..tEL ° SEE 5TQ"GTU¢..�/�,RC�11-rCLTO FLA..1� rLOC �. F02. WLV_L_ , FOOTI+.JG, PI�EO 4 Pt�c o Go.P DETAt t- . 0 o ' O ` IL F ILTQA.Tl01.! FA2>R1C 'S I--t�•L�. FSE -10t-t - - WOVEtiI O.I CE/-lT./SEC. F'FJ2MEASt.-IT�f o GpEFFlG11=waT , PR1>PE�C 4545 SOt'- FtLTCJ�TIO�I fagpJG Ott QPP¢A,tcD C-G1LA-. 0 PuMPO P>zo posEo C-9-7- v ED / 12" STo�ctJt CZ©t)aIt% lC. L)E. i �,1L F. I T 1z Ia' ^.SEE �T2.�GT J2A� f'LAw.t7 4"PVG PEtZF- PIPE For< -m-, FO0TII_1f. !; PI F CAP OE'raj 5 I-NiD 'FLP.T TO PASS ¢„ 4"Clap TUR0uG1.{ FOOTIt.IG.S 2't 501- Ft TRATtpt-1 FAP.�21C.- I � iJ Z, O 410_ O O .O. O O O 'O EL 'D5TRi1cTLIQA� t�L� 10 FO[Z I _ 4. b,IALL FOOT11.1G PI`E cAP I Y I / _ - DETAtL7 �-Alt..'.ItitCi Tb I Ptt_EGAP 'SPEGtF IC SIDc vF C WZJNG ELlcj PILES E3cY vD tjOuT" "4.L.L- TL--tiGLt vd�eAPPEO WITI.1 '. E. AS'r WEST T 70„ Ft reATlor•l FAC�a-tc o�.ot..t�u o�, I� THOSE OETQt`0 5t-tA�� ESE t.10 �.1-.,pv=tiL 0-t GF_J.Irtrtc'C1=2f5ECOt..1D PE2/-'IEASt,-.ITY COEFFIGIEI._lT l :L' �P Z' `� 2E�NG.N AwiD Co" TRE�1C_.-1 P>ZnPr_ic 4545 50t�FtLTRATipti1 Fflg¢,tC c�2 APPt2U./ED r:.p.uo. - :P WAt"EO ROCK AS ) tlAO.,11 t . Li"E EOTCOM OF ta" wASI-lE0 RACVC T"QpUC.AOUT E11TIQ E s 11�Dt1 tc� . $GARAGE - SUB -GRADE PRA I �"AGE TRENCH H [ ETAIL N:T.S. GENERAL NOTES: I. ALL WORK APAN51.11P AND MATE.RtAL.S SHALL BE PER 19Qi4 r "t)j opT (APv,IA SPECIFICATIONS AS MODIFIED BY CIT-( OF RENToN . Z. L-OeATIONS OF EX\;�T1NC+ t�TILITIES ARE APPROXIMATE 17 St1P -L. 9E 71.1E C.ONT RACTORS RES PO NS 181I- 1TY TO YER1 F Y THE ..OREC CRT LOCAT101 5 At�10 ELEVAT1pNS SO AS TO AVO\D ANY DAMAGE At-4o/ oR 015TlSR8ANCE 3. PIPE BEoD\NG - APWA CLASS 6 4. TYPE = CATCH BA,61TAS TO 13E APWA STlar+oARD PLAN NO. SZ, \JNLESS OTHERWISE SHOWN. TYPE � CATC.H F3ASINS -To BS_ STD. PLAN NAO. 55, W1TA 01AMETE2 A5 I-10TEp 0" 5. F R A M ES A N D C RAT E S `U' l-BALL_ pE FF-a AP W A STu. DbJG . IJO. 49 - oI-: t_AP►G T=<Du 0a< tiro. 5435 orLEniuo._. Co SOLID MAKNOLE COVERS ANO FRAMES SuAL� 6E F'E.Q APB. k� tTO• DW!� I--10. 42-pL�lMP1C Fou►-1o2Y 1._10. 5�20 012 F�.Lw_. 7. ALL STANDA.i�DS ANO SPEC.IFIC.AT►ONt, 5HA_I_ F3E pE.C< _. TY OF KENTON pEPARTME.NT OF PL16L1�- woRKS. 8. ALL STREET USE PERMITS MUST F3E ")kSTA\NED F4R1 �1< TO OMMENGlNCo WO RK. 9. EX\ST. S1TE INFORMATION 1S FROM A ;_.ON\P\L\N , OF -\T`( FCE� 7RDL ACTUAL FIELD TOPOL.RAP1lY. 10. VERTICAL DgTuM -CITY pF ¢.,EIJTOU gM - ELEvATto" = 24. l? � Q.AILI?17A0 7PIKE 1-1 Fb,1E 1O Pb-a AT t-a; CoQI-lE2 Of iu ERSECTIOt�J OF C.4ROE1� AJE, Q. /�I,iQ LI, CoTi1 'ST. 11_ EX1ST11`IG PAVING SURFACES 5HALL BE SAWCUT FULL DEPTH WITH STAIGI.IT, UNIFORM EDGES, ALL SOtNTS BETWEEN THE NEW AND ORIGINAL PAVEMENT SHALL BE PAINIT TED WITH ASPHALT EMULSION CC.SS-1)• PAVEMENT RESTORATION TO BE PER CITY OF RENTO'1,1 STANDARD PLAN NO. \a. 1G. taQEA pQAt11j )I�A_L PEE pf-9 4,R"A 5TAw10A2D p¢L�WIIy, p1-lc�, a3. CatZ/�TE T6 �E ATLAS FOUtiIOQ`C PAiTEQr I I-10. Z3�- 14 �F02 IZ" 02O.It`1) 2 E(3vAL. l3. TYPE 3G ^ATGt-\ f�.`J 11 15 01-+..QLL �E AQ FF� tF LC I w�T C21 �AT1otitA� PI PE CI,I[ 11 1L=EiLI LiG� 1 r-•JC . OTA eJDAfLp P LA./-1 (1 Eo" >< ZZ" N � I Z" 7 U M r� � OQ ECG-i.1A� ' CONNECT C7NTR*OI,. PANE._I- >7 AUDID A_A,-RM NEMA In CONTRCC-� �TO puT$IDF Ot BAD • \%ISIIP_ ALARM PANEL SRX_ BE.D E F_A,-INSIDE NE.W Liter -�. IN y P-A1 N /�PRGVIS\ON FOR L,1u OCK\1 IZ" CMP Itv`-ET /-OPTI JINN- ALARM MIST BE SUPP-IED i 1NEPERr° TE=1JC�(�SuRE - P',�vE2 FOF� �- I _,� ALARM SUPPLIED AT ALARM Bn><. I - - u II JI t °T" aAll au\C)E RA\� POWER I� RIM= SUPPLY II Z. " F v C. DISCHARGE ALARM �„ OVERRIDE ELEv. = Z4-o O N EL_E.v. = Z3•D OFF Et_E �. 19.30 FLOAT SWITCH CTNP,) CONCRETE BA,IPl - F+`fORA�t_\� SEAS\NG FLANGE PUMP MODEL S 4 F HY ORO MATtC - 1 r"•PEL-LEi2 St-WLL F,SE 0 t LEp 50 TLt/�T F� GtN u1 IT 54I�.LL PQ pO L►GC 1 SLt .7. � • P. M AT 8 'r c) 1z•' AMP tN�ET C.B. NO. 9 TYPE II N.T.S.q2 3/�s/a8 A�-BUILT bTORM I R21-88 d APPROVALof tr 4 cc�►x pREPAR BY OWN- ER F_�•SEp1E►1T G FEUD JOHN R. EWING AND ASSOCIATES DATr 4 A5-eeWLT STbGu- RM t w51•t I1-72_ as CIVIL ENGINEERING - LAND SURVEYORS PR IF T TH VgiL(c�) 3 i;='_;�j Wt�TE.�_iJEPE_SZ �2[.N.2EL�UEL,�T Tpl•J SGP S-1'3-8a 8 '87 GARDE 2 ¢eF+_cta#E-moo v4��T OETAIi_FOQ c-a#t C.1-1t1 5cP 3 lo•S8 KENT, WASHI►�GTON (206) 852-6633 • JOB NO.I i1EM-JRE :ire lT.:l)�'�T1�CyC[ 1EEJ,QI�t2 FJ O n,1Tc. G►1tJ w5N 1- v-aa DESIGNED BY DRAWN BY CHECKED BY SHEETCONTENT CO"t-4ECTION TO -�vgr'1 MAL- s ��,,� 924.16 '" WS.H. C.A.L. W.S.H. DETAI REV. NO. DESCRIFTION T E NTERFRISF7 N ill+►? A -S / ND NOTFO z C>1 x w dM ® �>r o t7 N (J' z a z E NTERFRISF7 N ill+►? A -S / ND NOTFO z C>1 x w dM ® �>r o t7 N (J' z a z