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Home My WebLink AboutW-340806V / I n n a_ v° m rn D 9 I O N N 0 N LC) � / N L) 6f A mM r a r asrrrry rr s a bra. �F.w e a a J IQ a I W WRN FI;1-6 a aDFm>mMOm a rrerr w. .� z ar>_NVaRrlr weal- ala ra�aRlr �,} a aM rr.rTrr- �'•ra�iaii�irn0 .'4y a a 1rrlYrrrW- "— M _A a rlAr rr rrwr8ap pyt M1at1r0.0®Of - P`•Ia.ad•amN c mIN[ t alYe 04Yarr �ar.r Ylaar•Or1a �• 4✓.rrrr•+aP�• aY/•rf NWF4rrr �arar.�aArrrrar s aara. _ x i r leaarr � =i; MY - 1Yr�laylrralr 01.1. - garr.r Trw r r rTraarro- rrerralrm • a - 1i.r•yarvrON- - -,� - w Ar r rr. . owa . er . ir1. aroN __Rana r iS':. r.aeam , � r 1 Q1 a , ' 1. (CLASS F DESIGN) 31 3 I I I SECOND FOR FLEXHILE PIPE K a� C m J 1234\002\008\plots\C5S.dwg - Scale: 40 CAP 22 -1/2° 45•BEND TEE 11 -1 /4' 90°BEND FIGURE 1 9¢�i !TIC RAX N0. pas EIDCPN 00i1� BL'AC� ® PROOC RNLI PM P Nt M'@10 VA0 D= NAMES= SP PAM NOTES; 1. PROWS UNIFORM SUPPORT UNDER TMRREI_ 2 HMO TATP INDER NAUNOOS a COMPACT SECOND MAIDUAL TO M MAX DENOW DrcEFT OREGB.Y OIER PPE HAND TAMP ONLY. 4 EEE'b(GVATION AND P1®MATKN W ORRC N RE 6WRMY EEWIDS RFDRON OF BE STANDAID SPE61CTAllO6 FOR TRENCH WmTH 'r AND RSNCHING MONS. THE PIPE ZONE LULL BE 1HE ACTUAL TRENCH w1N. IXOPT FOR GLASS A @CHID THE MNYUM CONDOR WITH SHALL E 1 -1/2 IA + 187. a 115NtlR BACDIL SOUL CGM`= 10 "INOrL HC EWFTR TIENC(W N THE OAR IITMY EVTO1' HOST KMIDART)PPE pSPIDSCAMO 1MLIXHOT BE Ap N 11E BAQIWL MATEPML L SFE uBMM MATFRAL FOR RIND PPC N THE ACCHEII BECIIO! W BE 1RANDMD SPECFICARONO FOR RE MAIEWAL spmm!F CATIONS 7. SIX "BIDDING MARWAL FOR FIEI®li For N WE AGOE0,11I6 SECDW OF STANDARD SPEORMITION FOR THE MATDMAL EPEtlFI IMM OIL PIPPETM.E M040FO N RICH A MANOR AS TO EN91PE FLOK UE IS 6 • A - C MIA 2T' W. AND UNOER C MN. OVER 27' I.D. PRD >®o®la PDY NTRL4! � 4 PM SW 1/4 of NW 1/4, S. 099 T.23N., R.5 E., W.M. A PLAN NEW L O VALVE ox uD vnTN EARS IN DIRECTION OF WATER 2' SQUARE MARL AND WORD 'WATER" OPERATING NUT CAST INTO IT SEE DETAIL 41/4 OIA 1/e MIN.7IgwESS II -2 PIECE CAST IRON VALVE BOX, RICH- SEArn.E TYPE OR OLYMPIC FOUNDARY LENGTH REQUIRED i/8' YIN. THICKNESS 2 -114 INSIDE MEASUREMENT 2 -1/4- DEPTH T� 9 52' u• 1 VALVE PARKER POST VAI VE OPFRARON MILT EkTFNSI(N NDTE EXTENSIONS ARE REQUIRED WHEN VALVE NUT BNDNG GLASS DEROH OOEHR(IN GLASS A LASS S CA53 C CASS D LASS F A 4 MK 1/4 La 12' YAK • • zm E B 1/4 CI. 1/2 0.a 1/8 OO. ZERO OA C 3/4 W. 1/2 GA 1/8 Ca as — 6 • A - C MIA 2T' W. AND UNOER C MN. OVER 27' I.D. PRD >®o®la PDY NTRL4! � 4 PM SW 1/4 of NW 1/4, S. 099 T.23N., R.5 E., W.M. A PLAN NEW L O VALVE ox uD vnTN EARS IN DIRECTION OF WATER 2' SQUARE MARL AND WORD 'WATER" OPERATING NUT CAST INTO IT SEE DETAIL 41/4 OIA 1/e MIN.7IgwESS II -2 PIECE CAST IRON VALVE BOX, RICH- SEArn.E TYPE OR OLYMPIC FOUNDARY LENGTH REQUIRED i/8' YIN. THICKNESS 2 -114 INSIDE MEASUREMENT 2 -1/4- DEPTH T� 9 52' u• 1 VALVE PARKER POST VAI VE OPFRARON MILT EkTFNSI(N NDTE EXTENSIONS ARE REQUIRED WHEN VALVE NUT VALVE MARKER NOTES VALVE MARKERS SHALL BE EQUAL TO IS MORE THAN THREE (3) FEET BELOW FIMSHED CARSONITE unuTY MARKER GRADE EKTENSIONS ARiE TO BE A MININMUM OF NOTES: ONE (1) FOOT LONG. ONLY ONE EXTENSION TO VALVE MARKER POST TO BE USED FOR ALL Vtl.VB BE USED PER VALVE. MAIN LINE VALVES OUTSIDE PAVED AREAS Am VNM 31111111111111 FOB! NOTE ALL D AS NO ARE TO MADE OF - -- a B STEEL, SIZED AS NOTED. AND PAINTED WITH ®� IYFD COATS OF METAL PAINT. P Nt 7i 7100/r VALVE OPERATING NUT EXTENSION AND VALVE MARKER POST Nr CONCRETE �i P+ W BLOCKING eS �\N 25 �� PW�, 29, AN SLOPE 6" SIDE OUTLET TEE / HORIZONTAL SEWER MAIN L�� MAIN B" MIN. CONCRETE BLOCKING ANGIE OF TEE AT MAIN OVER 75 TYPICAL ME SEAM M EVATION ELEVATION NOTE UNJSS OTHERWISE SHOWN ON PLAN, SIDE SEWER SHALL HAVE A MINIMUM 2.5' COVER AT PROPERTY LINE OR 3-5' LOWER THAN THE LOWEST HOUSE ELEVATION, WHICHEVER IS LOWER. BrAnutm ® I I= to Pimism E» SmT 1® P To 7lmt{�AF on WAR liR3D ? PAOBtBEIN TANDARD SIDE SEWER INSTALLATI SEWER MAIN TO PROPERTY LINE) ANHOLE FRAME AND COVER B PROPERTY LINE SEE DRAWING EIR29 NOTES: 12' 24 ADd1SIMENT (4 MIN.) 1. STEPS TO BE 3/4 0 DEFORMED BAR GALVANIZED SAFEII' 3 24 YN. STEPS OR EQUAL 54' MH E F 6 -0' 24- YN. c ;mV FUTURE B" BUILDING SEWER PIPE I 427 MIN SEWER IN ACCORDANCE WITH ASM C -443 CONCRETE 5. ALL JOINTS SHALL BE GROUTED. ^\BUIILLDING - -- 6. SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR z ` 2 "z 4" STUD SERVICE MARKER PAINT UPPER -TEE WITH 5" SIDE OUTLET �Oj qmq y WITH A HIGH SOLIDS URETHANE COATING. PORTION WHITE ANS STENCIL ON SIDE rCONCRETE RISER BY PIPE INC. WASSER MFCONSEAL Ct APPROVED EQUAL WORDING 'SEWER' WITH 3" HIGH BLACK LETTERS. g AND #8 MIRE WRAPPED AROUND THE STUD AND S" SIDE SEWER AMID R---G SEWER D EXTENDED TO THE TOP OF THE STUD. 3 n I UNLESS OTHERWISE BY THE CITY, MAKE TAP THROUGH CAST C O zz IRON IRON SADDLE SECURED ED TO SEWER MAN WITH STAINLESS STEEL BANDS STEEL B L d' WHEN CONNECTING NEW SIDE SIGNERS TO EXISTING PAIN. SIDE BC' ALLOWABLE MAX RIFI PLAIN VITRIFIED CLAY. PLAIN AND REINFORCED CONCRETE, D1 PIPE AND C1 � Im r.ACT 11 N RIRE (T PIPE SEWER MAINS ARE TO BE CORE DRILLED Nr CONCRETE �i P+ W BLOCKING eS �\N 25 �� PW�, 29, AN SLOPE 6" SIDE OUTLET TEE / HORIZONTAL SEWER MAIN L�� MAIN B" MIN. CONCRETE BLOCKING ANGIE OF TEE AT MAIN OVER 75 TYPICAL ME SEAM M EVATION ELEVATION NOTE UNJSS OTHERWISE SHOWN ON PLAN, SIDE SEWER SHALL HAVE A MINIMUM 2.5' COVER AT PROPERTY LINE OR 3-5' LOWER THAN THE LOWEST HOUSE ELEVATION, WHICHEVER IS LOWER. BrAnutm ® I I= to Pimism E» SmT 1® P To 7lmt{�AF on WAR liR3D ? PAOBtBEIN TANDARD SIDE SEWER INSTALLATI SEWER MAIN TO PROPERTY LINE) 12. (TYPI MAX PIPE SIZE - 'E' DER -STD. ALUMINUM OR GALVANIZED STEEL ORTAR FILLET-- PRECRETE SHELF .M 11L SECTION I —I I— S- MIN. (TYP) SANITARY MANHOLE TYPICAL DETAIL NOT TO SCALE SANITARY MANH COLOR OF COATING SHALL BE WHITE 7. RUBBER GASKETED JOINTS SHAH BE N CONFORMANCE WITH ASTM C-441 S. CHANNEL HEIGHT SHALL BE A MINIMUM OF 3/4 THE INSIDE DIAMETER OF THE LARGEST PIPE 0. CONNECTIONS TO MANHOLE SHALL BE MADE USING GPK ANHOLE FRAME AND COVER B SEE DRAWING EIR29 NOTES: 12' 24 ADd1SIMENT (4 MIN.) 1. STEPS TO BE 3/4 0 DEFORMED BAR GALVANIZED SAFEII' 5 YIN 24 YN. STEPS OR EQUAL 54' MH E 2. STEPS ARE Ti BE IN PLACE BEFORE MANHOLE SECTIONS D' 24- YN. O ;mV LIBBER GASKEIED JOINTS 3. CASTING TO BE PER DRAWING SR29. 1 8 MIN. 427 MIN 4, CTIONS TO BE OF REINFORCED PRECAST IN ACCORDANCE WITH ASM C -443 CONCRETE 5. ALL JOINTS SHALL BE GROUTED. STEPS - 3/4' DEFORMED BAR 6. SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR STEPS SHALL BE INCLUDED SURFACS, INCLUDING CHANNELING, COATED (SEALED) 6 -1/2' �Oj qmq y WITH A HIGH SOLIDS URETHANE COATING. rCONCRETE RISER BY PIPE INC. WASSER MFCONSEAL Ct APPROVED EQUAL 12. (TYPI MAX PIPE SIZE - 'E' DER -STD. ALUMINUM OR GALVANIZED STEEL ORTAR FILLET-- PRECRETE SHELF .M 11L SECTION I —I I— S- MIN. (TYP) SANITARY MANHOLE TYPICAL DETAIL NOT TO SCALE SANITARY MANH COLOR OF COATING SHALL BE WHITE 7. RUBBER GASKETED JOINTS SHAH BE N CONFORMANCE WITH ASTM C-441 S. CHANNEL HEIGHT SHALL BE A MINIMUM OF 3/4 THE INSIDE DIAMETER OF THE LARGEST PIPE 0. CONNECTIONS TO MANHOLE SHALL BE MADE USING GPK TYPICAL D FINISHED GRADE ELEVATION 3 FT MIN. COVER (10 -INCH DIAMETER AND UNDER) 4 FT MIN. COVER (12 -INCH DIAMETER AND OVER) NEW WATER MAIN I POLYPIG —D VERTICAL CROSS FOR POLYPIGGING STATION: >�� lll�i !aL'3L Dlm1II, Ni RII�IlMM DING, EMIR 9178 8P PA@Im TEMPORARY 2" GALVANIZED PIPE AND 2" GATE VALVE INSTALL 2" PLUG ON TOP BLIND FLANGE AFTER REMOVAL OF POLYPIG Siff OF VERTICAL CROSS SIN.L E THE SWE AS SIZE OF MAN LINE VERTICAL CROSS (MI X FL) ON BUND FTANE ON TOP OF CROSS WITH 2' TAR d 2' TFMIDRALN' RON-OFF ASSEMBLY (RUNNE SIMI ASSEMBLY AND INSTALL 2' PLUS AFTER RIIOVAL. OF CEMON0. 4HOLY -FIG7 ONE BLIND FIANCE ON BOTTOM OF CROSS ONE PING 00 ON END OF GROSS CONCRETE BLOCKING ALL DEBRIS AND POLYPTGS $KILL E REMOVED FROM SNP OF VERTICAL CROSS BEDS OISNFECIgN OF NEW WATER MVN TEAM 11118E VB1111MIL L Pa PD11�iIillY .sue. FNio tN�i M VERTICAL CROSS FOR POLYPIGGING W= 340806 0 I M RECORD DRAWING A B D n 1 480 MH *5 8 MIN. 5 YIN 24 YN. 21 IA 54' MH 54 15 MIN. S5 MN. 24- YN. 24 I.D. BO' MH I 60 B MIN. 1 8 MIN. 427 MIN I 3T I.D. TYPICAL D FINISHED GRADE ELEVATION 3 FT MIN. COVER (10 -INCH DIAMETER AND UNDER) 4 FT MIN. COVER (12 -INCH DIAMETER AND OVER) NEW WATER MAIN I POLYPIG —D VERTICAL CROSS FOR POLYPIGGING STATION: >�� lll�i !aL'3L Dlm1II, Ni RII�IlMM DING, EMIR 9178 8P PA@Im TEMPORARY 2" GALVANIZED PIPE AND 2" GATE VALVE INSTALL 2" PLUG ON TOP BLIND FLANGE AFTER REMOVAL OF POLYPIG Siff OF VERTICAL CROSS SIN.L E THE SWE AS SIZE OF MAN LINE VERTICAL CROSS (MI X FL) ON BUND FTANE ON TOP OF CROSS WITH 2' TAR d 2' TFMIDRALN' RON-OFF ASSEMBLY (RUNNE SIMI ASSEMBLY AND INSTALL 2' PLUS AFTER RIIOVAL. OF CEMON0. 4HOLY -FIG7 ONE BLIND FIANCE ON BOTTOM OF CROSS ONE PING 00 ON END OF GROSS CONCRETE BLOCKING ALL DEBRIS AND POLYPTGS $KILL E REMOVED FROM SNP OF VERTICAL CROSS BEDS OISNFECIgN OF NEW WATER MVN TEAM 11118E VB1111MIL L Pa PD11�iIillY .sue. FNio tN�i M VERTICAL CROSS FOR POLYPIGGING W= 340806 0 I M RECORD DRAWING M RECOMMENDED FOR APPROVAL By. Date: E By Dabs. n U O g By. Data: 04 By: Data. _ C4 N M Ae: W- 3ct 0�-a 6 9 yz C) O �z w 10 m E U Z g J o W Cm U 0 �Oj qmq y o H 01 D 3 C O zz 4+ C L d' 000 (T U J J 0 C � IN 7 z � a o d R U 00 Z a I UTILITY DETAILS JI II C SHIFT NO.. C 5 2 � CC�O C m m U)yN U R X p F Q CIL m N N O O GJ O O N N e7 Q n W O Ae: W- 3ct 0�-a 6 9 yz C) O �z w 10 m E U J o P Cm 0 �Oj qmq y o H 3 C O Q 4+ C L d' (T U J J 0 C N � a o d R a U UTILITY DETAILS SHIFT NO.. C 5 2 � Ae: W- 3ct 0�-a 6 9 yz C) O �z w 10 m