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Home My WebLink AboutS-319506I� a r SA N1 TA R r SE WER NOTES SEC. 15, TWR 23 We ROE. 5 E•, WA, MANHOLE FRAME AND COVER SEE DRAWNG BR29 ADJUSnwENT (4' mIN.) CONE RUBBER GASK£TED "NTS IN ACCORDANCE WITH ASTW C -443 STEPS - 3140 DEFORMED BAR STEPS SHALL BE INCLUDED CONCRETE RISER BY PIPE INC., OR APPROVED EQUAL. NOM".1, 1. STEPS lt7 aF 314' I QfF AW D MR GAL VAAFM S #TT Y STFP:S a? fouk. I STEPS ARE lt7 K NV PLACE BMW MAAFaf SECA WS ARE' NSTALLED I CAS7W M K PER ZWA MWG LW29 4 MAN KV SFCWVS lt7 K CIS' PRECAST 5 aviwc 9vaACO BE AN DOMNSIWAM SW. 6. ALL A%V7S gmu ar mwim. 7. SM/ITARY ZNER A/AAhOtES 9VAU HA ICE ALL AN)MW 5UWA= ANa(XJ w QYAWLK COATED (SEALED) W7H A hVW sUtaS iff7HAAtf COA 77K 0 S,SER AC- COVSEAL a? API ROWD EQUAL; CIAO OR Or 041 W SF/ALL BlF MNIIF 8 RJR GANF>FD ,.awls 9YAU K AN CaYFOWANCE WN ASTM C -441 9. a/AAwEL If7QYT wAu BE A MW MW OF 314 1NE &SIDE DIAMETER ar 7W LARQ -ST Pfd la C9%WCT `0VS r0 MANHIXE SF/ALL BE A/" l/SWG OW ADAPTa; m? -N -SEAL fiW75 a? AP1ol OWD BaIAL. MAX. PIPE SIZE - 21 " /.D. 24 "x 6" FRAME AND LIP PER DRA WING BR29. LADDER -.STD. ALUMINUM OR GALVANIZED STEEL ! CONCRETE SHELF TL • 4 " MIN. TO • 12" MAX • • •. P If RECAST BASE SECTION .. 1: 3.• 5 M/X OR CAST IN SHELF. ' CONCRETE • ' 24" X BLOCKING - v [� rc WEN CXIT maw crtv53virw f uiiuir n¢iruVa ON aww uri+rrttu nwmi anwtt et marxctu n►in QPUS//£D ROL7Y AND AIEGiUN/CALLY CAIlPAC7FU. CU75 NVR7 EXISTING ASPPlALT SilALL NEARAIE A SAW NO TES.- Z i. ALL Mta4M' A/A/E14!'A[s 94ALL BE AV 11CWAi1W41Gi' MIIH 7W s7MG40S AAn .9°EUVAG7iQKS QF rW WY ar RlEV1CW S7FPS TO BE 314' M DEFORMED BAR GAL VAN /ZED SAFETY [� W A P£IPIUANENT HOT Al/X PA Si'IALL 6L� PYA(.1�D MIIFMV 10 DAYS ANO Si'lACL Q� PfJP L�E'NT p7Y Q� RfNTgV U1M./lY QtPARM7V7 AAn 1W U IFST ELYAgY Qr ff- M5l?07 /APN61 STMG1AR171S AAn SiEaJCA 7JgK£ STEPS OR EGXIAL. � ?. lid IAAUPS Or NGiPMf AV PC SW7 /B&YT -Qr- N61 Y 94KL b!F LMN7E0 1D EhJO AA/ 7f7 I•JO AI/ QV NE£KQAYS UMCExS STEPS ARE TO BE IN PLACE BEFORE MANHOLE S£CAANS _ /J. DAIUA/ WALL Bf pTY OF RfN1LW, NA 19 1988 (Alf7f]PS) AND NAD 191B.i11991 (A/£1FRS) 0IME7PIM5E AA9Pb1ED AV IMP/)MW BY 7/AE AEPARIIAEN7 Gi' RAW MtaHYS AT I15 -IJO-721 ALL SI1PfFT QQSrAPL'-s ARE INSTALLED. MINA am a 10 FART TO MAXAMUM 1.0 Foor DRw arni EN ANwRr AN AAO ANwERr OUT. ALL MANIaE Cvww SF/ALL PARAAL Q4 fLCL, 9'IALL 6lF APP140IfD BY 1W AEPAR1A0l'NT Or HGIA'./C NOiIYS N hUAPS N AOVANCE. flE A0.AQF r �y �y � w d AEPARIA�7VT, i1Ff QEPARIA�7V7, M(D 911 SiiN[C 6l� A�O7AR�D 24 hGt'A'PS AV ADYAMLi� ALL CGWS7RYI�C11gV SIHACL 6l� AV AGL^Q4bANClr MIIH ''STANDARl7 SJ°LrQK71GA1X,WS FQP A/U/WQI�AC PGIiC/C MgPKS L1GWSIRWIXIV' P1PfPAR£D BY TIC Nf19'AWCI(,W STA1E p/AP7t7P AbERY.AN PIGGC/C MpWS AS5A0'AAQY (APWiI), UIEST ELYAgY AND W p1Y Or RfN1GW STAAmAlPO SiWQf X4 AQVS MANHOLE .SECAONS TO BE OF REINFORCED PRECAST AEPARIA/ENT FQ4 lfVE P14fWIVIKW X AV -.A'lE E1P09gN Af1E]P 1H£ GWPLEAGW AF CQUS7J4UCAQV. ALL LAGIIIGWS QF &7S1JNG U1117ES SHOWN ARE APRPIDXdMA1F AND IT SiYAIL BE, AhE QGW/RACli1'PS CONCRETE. o IPf9VWS1biY/IY lt7 r£IPFY AF 1RUE AND Gti1P1P£CT LOICilIK/V Sid AS 70 AIQfD 9AAU6iE OR GYSIlA419i1NCE: G � C,� '�. Wr� S A H?E- GLWSIRUCIKW CffiFE7P£NCf AND A 24 /lAfA'P NOIKT .SJ'lALL HE REgNA6PED H%A4 IU STARTAYG NEW GxIMS11Plf1C1K1L lT SylALL &r 7w LuVIIPACIC .IPS/Pr9°bWwuTY 10 Sfa6Pf ALL N£mSSARYPEwl75 AWQ4 70 STARIJWG G 0 YSIRUCIIAM. (NSPfC7IIGW MKL BE AGC 0 VPlJ9 '#D BY A ft-P4£SENTAA6E 6 11/t - p1Y Of - fIfNTQV�. /T SilALL 6F lHE CLW71PAC100' R£91gN99Y/1Y 77 NOIIFY 11E U1L11Y AEPARIioIENT ?S HdYA4S IN ADVANCE of, BAQYfIlLWC ALL 6. SAN ITARY SENf"R MANHOLES SHALL HAVE ALL /N7FR /AR AlF TFS&V AT PC 7W OF MANY LAE TFSIM Pff MA TF/PX U SF/ALL 8E CM Fa? AEPTHS OlfR 15. 23 W E/PF A ICI TFR MAN MS ZS ABODE PC SiW)ARY 9W,, AAn LESS 1HAN 30" OF IfR41CAL aEARAMLE EXISTS G9WS1RUC11A1! SURFACES, INCLUDING CHANNELING, COA 7F0 (SEALED) 6. CCWIRACTQ4 /S SiGIEL Y RE,SoQ'V963£ FQ4 w AEANs Al£7HQ7S AND SEQamS or L1GiYS1RUCIIQM AND fQP lhc SAFEIY W7}/ A HIGH SOIL/OS URETHANE COA ANG,- � Of' MGIP/YERS AND 071#RS GW 1hf G OVS7IX/CDQV Si'7E. W � 7. IT Si/ALL BE 7H£ R£SJ9AY5lBlL/7Y Q� IHE CLWIRAC7Q4 79 Q4TA/N S7R£ET I/Sf AND ANY OTHER R�TAIE/J PERM/l15 AND eEzow THE PIPE � 8 P14/QP 70 ANY Gl�'YSIJR'�'1�111 MARTAF FILLET PLANS API°Y�ItD BY 1Hf p7Y of 11fNIL1V PIU�'JC MQHYS AEPARIA�7VT S]YALL TAKE HP£(.1�7�It7VCE OY£R ALL O71#R PUNS � 9. A Lti1°Y Or 71t.51r APH?ObED PLANS AK/ST BE AV 1flE jqB S�'lE MNENEYt7P LLWSAP(/C7KIU /S /N P1�PtlIpP£SS �1 16 SANITARY SE'MER PIKE S7/ALL BE AGL YWVYL Q'XQflUE (P4C) Rf66ER GASIYEIID AS7Al D .iO3f, Sb1'P A C9101Q OR QGCIKE /0. 1NE LLIN7RACT(,YP .S�NALL PYiIONAE Ili p7Y QF REN7UV M/IH AN AS -BUKT L14AM� OF THE S�MYTARY SEMER SYS7fN/ o NPGW LL155' SGI SANITARY SiWR fQWT A/AAV 77 6lF !TMENT LINED AUCIKE APpV HI9E COW-WI//NG 117 LATEST HAS B£E'N STAA/PfD BY A LICENSED HPATSA'QUAL EJIK,%NEER 64 LICENSED PWE.£A'ANAL SUPbEYg4 RENSJUV IF AWA 0110 & CJII, IINQYN£SS (X. 57. 11. BAoYfILL SfIALL bF PUGED EOY/ALL Y GW 6177H SiaES' of , Iflf PPE NV U IERS IN7H A [ARSE A ItRA(,�' DEPIH OF 6 6 17. AV GNIIlA4r1i£D ARfA.% A/AhHA'F 77 EX7EN0 A N/NAMUA/ QF 6' AND A MAX1A/UA/ OF 18' ABOY£ fA�NEO WADE. �V D/AM£7ER A� THE LARGEST P/P£. A/AX/A/UI/ QEPIH OF B HYQYES, 7HQF0UpWY TAMPING EAQY UYFR lU 95!' Af' A/AXlWiN/ QEN9TY. 1f1ESE ANr 6umm W 5 fEFT ro ANY CAR Wr.. PAYED AREAS, CDIfR A/UST SrQ°L� N/ ALL Q14l�C1KI�VS TO A/A1Gy/ PAI�MG CLM/PACIED U rERS MUST EXTEND FOR Q1E Ply LYAA/EIER QY £Apl 90E OF 1HE PIPE AP 77 1NE VDEr OF NE Z M7VQ'/. A/A7FRYALS TO CAUPiEIE 71E FILL OWR 71f Ply 9NALL BE 71/E SAME AS AESQ'P&-D ADAPTOR, KQR -N -SEAL BOOTS OR APPRObFO EQUAL. SEC. 15, TWR 23 We ROE. 5 E•, WA, MANHOLE FRAME AND COVER SEE DRAWNG BR29 ADJUSnwENT (4' mIN.) CONE RUBBER GASK£TED "NTS IN ACCORDANCE WITH ASTW C -443 STEPS - 3140 DEFORMED BAR STEPS SHALL BE INCLUDED CONCRETE RISER BY PIPE INC., OR APPROVED EQUAL. NOM".1, 1. STEPS lt7 aF 314' I QfF AW D MR GAL VAAFM S #TT Y STFP:S a? fouk. I STEPS ARE lt7 K NV PLACE BMW MAAFaf SECA WS ARE' NSTALLED I CAS7W M K PER ZWA MWG LW29 4 MAN KV SFCWVS lt7 K CIS' PRECAST 5 aviwc 9vaACO BE AN DOMNSIWAM SW. 6. ALL A%V7S gmu ar mwim. 7. SM/ITARY ZNER A/AAhOtES 9VAU HA ICE ALL AN)MW 5UWA= ANa(XJ w QYAWLK COATED (SEALED) W7H A hVW sUtaS iff7HAAtf COA 77K 0 S,SER AC- COVSEAL a? API ROWD EQUAL; CIAO OR Or 041 W SF/ALL BlF MNIIF 8 RJR GANF>FD ,.awls 9YAU K AN CaYFOWANCE WN ASTM C -441 9. a/AAwEL If7QYT wAu BE A MW MW OF 314 1NE &SIDE DIAMETER ar 7W LARQ -ST Pfd la C9%WCT `0VS r0 MANHIXE SF/ALL BE A/" l/SWG OW ADAPTa; m? -N -SEAL fiW75 a? AP1ol OWD BaIAL. MAX. PIPE SIZE - 21 " /.D. 24 "x 6" FRAME AND LIP PER DRA WING BR29. LADDER -.STD. ALUMINUM OR GALVANIZED STEEL ! CONCRETE SHELF TL • 4 " MIN. TO • 12" MAX • • •. P If RECAST BASE SECTION .. 1: 3.• 5 M/X OR CAST IN SHELF. ' CONCRETE • ' 24" X BLOCKING - v [� rc WEN CXIT maw crtv53virw f uiiuir n¢iruVa ON aww uri+rrttu nwmi anwtt et marxctu n►in QPUS//£D ROL7Y AND AIEGiUN/CALLY CAIlPAC7FU. CU75 NVR7 EXISTING ASPPlALT SilALL NEARAIE A SAW NO TES.- Z BE CUT IM7H IN A G1�V7AW/laUS lA�: A IEMPg4ARY LYXD �//X PA 70Y AK/ST � P1A(.1�D AIEIY AF/EIP BAQYf)LL MIS Gl�l/PACAQII. 1. S7FPS TO BE 314' M DEFORMED BAR GAL VAN /ZED SAFETY [� W A P£IPIUANENT HOT Al/X PA Si'IALL 6L� PYA(.1�D MIIFMV 10 DAYS ANO Si'lACL Q� PfJP L�E'NT p7Y Q� RfNTgV y STEPS OR EGXIAL. � STANDARDS 2. STEPS ARE TO BE IN PLACE BEFORE MANHOLE S£CAANS _ /J. DAIUA/ WALL Bf pTY OF RfN1LW, NA 19 1988 (Alf7f]PS) AND NAD 191B.i11991 (A/£1FRS) ARE INSTALLED. MINA am a 10 FART TO MAXAMUM 1.0 Foor DRw arni EN ANwRr AN AAO ANwERr OUT. ALL MANIaE Cvww SF/ALL J. CA S7INC TO BE PER ORA INNG BR29. = 14. ALL L0S7lAP19£D AREAS SF/ALL BE SEEAED AND A/UCQSIED G? O1Mt7PIMSE STA6iY/IED 70 Ili SA WACAQN AF )HE 4. MANHOLE .SECAONS TO BE OF REINFORCED PRECAST AEPARIA/ENT FQ4 lfVE P14fWIVIKW X AV -.A'lE E1P09gN Af1E]P 1H£ GWPLEAGW AF CQUS7J4UCAQV. CONCRETE. o 15� ALL P�L� AND APPlA'P7ENANGi�S S7lALL BE LAID CiV A PYPQ°ERLYPR£PAl7fD FpMnALION AV ACLiG140ANCl�' M/7H SlrCl/AV 5. ALL ,K.YN7S SHALL BE GRAUTED. 7- 02..3(lJ OF 7H£ CURRENT STATE OF Wi1SMN4GI6lV STANDARD SP£QnvAQYS f ROAD AND 6Dfl'D6f' G12WSIJflUC7/A1! 6. SAN ITARY SENf"R MANHOLES SHALL HAVE ALL /N7FR /AR AlF TFS&V AT PC 7W OF MANY LAE TFSIM Pff MA TF/PX U SF/ALL 8E CM Fa? AEPTHS OlfR 15. 23 W E/PF A ICI TFR MAN MS ZS ABODE PC SiW)ARY 9W,, AAn LESS 1HAN 30" OF IfR41CAL aEARAMLE EXISTS 7H/S SHALL AIKXUbIE AEaFSSARYL£W ZING OF IhE 7Rt7VQY 8077iM/ Q4 11E TA° OF Ili FAGWDAIIQY A/AIfRPAL AS Mf[L SURFACES, INCLUDING CHANNELING, COA 7F0 (SEALED) AS PYAGTMENT MD GZINPACIKIV GIB IPE'QfAVPfD BEW1VG A/AIER/AL R7 fiAwQ411/ QPAAE SO THAT lilE fNw LENGTH OF W7}/ A HIGH SOIL/OS URETHANE COA ANG,- � Plf°f MKL fif S(A9°gP1F0 ON A U'WFQ411/LY QENS£ GWYI£LA4VG BASS PRE fif Z 0 NG Si'IALL BE PEA QPA4f1 6' AB0W 8En kaw PC 7W X ZKR AAn Bones OF MN 7& 7hE ZNLrR 9YAU ar CIA Sr1Pwim aP REcaysmw7m wnL AND eEzow THE PIPE WASS£R MC- CONSEAL OR APPROVED EQUAL; � DWW AM D'PIRSSI�YO Pff (aASS 50) f A AAMNN'AI/ MA4J1MIAL DISTAMT X 10' ON EA0V SW ' Gig' ME W 7IR MAN CAC AR OF COAANG SY -/ALL BE WH 1 7E. 16 SANITARY SE'MER PIKE S7/ALL BE AGL YWVYL Q'XQflUE (P4C) Rf66ER GASIYEIID AS7Al D .iO3f, Sb1'P A C9101Q OR QGCIKE 7. RUBBER GASKETFD JOVN75 SHALL BE IN CONFORMANCE o NPGW LL155' SGI SANITARY SiWR fQWT A/AAV 77 6lF !TMENT LINED AUCIKE APpV HI9E COW-WI//NG 117 LATEST Nf7H ASIA/ C -443. RENSJUV IF AWA 0110 & CJII, IINQYN£SS (X. 57. g CHANNEL HE IGHT 57�lALL BE A MINIMUM OF 314 THE INSIDE 17. AV GNIIlA4r1i£D ARfA.% A/AhHA'F 77 EX7EN0 A N/NAMUA/ QF 6' AND A MAX1A/UA/ OF 18' ABOY£ fA�NEO WADE. �V D/AM£7ER A� THE LARGEST P/P£. ANr 6umm W 5 fEFT ro ANY CAR Wr.. PAYED AREAS, CDIfR A/UST SrQ°L� N/ ALL Q14l�C1KI�VS TO A/A1Gy/ PAI�MG g COYVNECAANS TO MANHOLE SHALL BE MADE US/NG GPK 25 MV CaMCChIMS M EXISTING FAaIWS SMALL ar SEALED Orr oym /pSTREAM caanwwv /S F7rMrS m, ADAPTOR, KQR -N -SEAL BOOTS OR APPRObFO EQUAL. /d ALL .SAANTARY SENER M/HPO4EA/E1V1S SiIALL 6!� G1�US1RUCIED AV ACGI�PDANLE M/1H 1F/ESE APl°1P�DI�fD PLANS ANY � � � � APPROVAL � � � � S AC. ALL nTTNVC 9VAU aE AM ME PRF2WrE Or A arY Or A WIN A ECMt 1911 SA N1 TA R r mA NHoL E TYP/CAL DE TA IL NOT TO SCALE 8' IFE 1/? PLUG AS DAM a P14K�iP lU IE5IAMG GNES FpP LEAKAGE STS L STRAPS 19. LOCATIaVS OF RG4IDWAM ffl-R. ti W AND PARKING AREAS SFIOWV HEWON ARE Af'P1�IG'U'IMAT£. F6W WN9atED LOr.A navS OF )WS E IMPRorEME�v1� REFER TO )W ARa#MCARAL 97F PLAN. AMPR�owA&Nr AND sTRUcnff LOr•A nays 9VAU 8f fXZD ZT BY Pc E7VQiAEER As firaiI�D w a. < y � i y 3 h � y as ALL mwwaa smu ar PLR- nw arr ar RED AN sTAACAROS AAn SFrc�T 70VS ALL MAWaiS WAU HAKE A _ MINA am a 10 FART TO MAXAMUM 1.0 Foor DRw arni EN ANwRr AN AAO ANwERr OUT. ALL MANIaE Cvww SF/ALL = x BE AavS7M TO RAMSN Q?AX PR W TO fMW PANNG aQ LANDS�A M CQVSnPUCnaV. SW S DWR TFF STA AlOVS ARE R1 EFERENav nw nW AtfAWST DOMWSIREAM MA*I af. nw o CiGiV nPACTaP SJYALL MANYTAiw ACCIRA 1F AS -fit C T ArCORDS X ALL SE SEN R L ACA flWS ALL SW ZMERS 9441L 21 ALL n&%/ BAffRa 90ALL BE COWACTFD 70 AT LEAST 95s ar )W MAXIMUM DRY HENS f7Y P& ASTM D- 1557 -m AlF TFS&V AT PC 7W OF MANY LAE TFSIM Pff MA TF/PX U SF/ALL 8E CM Fa? AEPTHS OlfR 15. 23 W E/PF A ICI TFR MAN MS ZS ABODE PC SiW)ARY 9W,, AAn LESS 1HAN 30" OF IfR41CAL aEARAMLE EXISTS (M Pwcmw� F6w TIME Fh,?sr m E FEET Aeoic nhf Ply: w RL�MAI m QACKFKL MA r BE TO 91 w IF NOT IN AN AREA ar fUnA'PL� PAWMNT O? SIR1/CWAL flL nViM 641C�FdLL AM COWACnON SWAU BE CCIIIPLETED NOT TO SCALE 8' IFE 1/? PLUG AS DAM a P14K�iP lU IE5IAMG GNES FpP LEAKAGE STS L STRAPS w �.l %m s'. 90' BEND NOTES• AU Pfr srYAu Of s MAnM As AOMM. 2 STAAICESS S1ftZ S7RAPS Si'IAIL NAIf A 44M" Si°ALllYC Or is : S7RAPS 9'/A[L BE A7TAQ5iD U1UW STMItESS S)EEZ EdPAN9gY BrC lx MK ? EA01 At LtiM1iEC/1gY PgN1S ,1 FpP MNMAxES / AM7 A 71E aWIRAC11aP HAS 11W Q°1JpY Or A[S17 (/SYIC AN p/15W LIQCI° P!R GQR. S1R 8771 1ASIDE DROP CONNECT/ON /NSSMHI ROLL 1 9L7 r M ' 12" • w • W 4" 54" 4 a4 v ° d v a v 4 4 ,4 •. -, 4 . 6 • 6 =1 SANITARYSHALLOWMANHOLE TYPEB C.O.R. STD DWG BR 37 NO SCALE 314" .WAWS 9DAQFD - 314" AS ANDICATED - HT. 1/1" r 1/2., 1 •• R.4,1 -IA Nty BoPCa �O Z PFF MA 1FRYAL AS SPEMD BY w naveR Z 'o R/W 10 Ail /N. 6" BUILDING SEWER PIPE 8 TEE WITH 6" SIDE OUTLET I CLEANOUT -SEE DETAIL LEFT 2 "x 4 " STUD SER NCE MARKER PAINT UPPER PORTION W# 7F AND LABEL "SEWER" W1 TH 3" HIGH BLACK LETTERS. WRAP 0 WIRE AROUND THE PIPE, EXTEND IT TO FINISH GRADE AND A TTACH I T TO THE 2x4" STUD. SIDE SEWER DETA /I.-/ NO SCALE 60" ALLOWABLE MAX. FAR CAST /RAN PIPE OR DUCAL£ /RAN PIPE. MAN Z L 16" SIDE OUTLET T SE SEWER MAIN CONCRETE BLOCKING ANGLE OF TEE A T MAIN OwR 25' is PNG�iB�Od� r.014 2r ,u/N SLApE HORIZON TA ,SEWER MAIN TYPICAL SIDE SEWER ELEVA 7100V NO 7E.- UNLESS 07HfRINS£ SHOWN AN PLAN, SIDE SEWER SHALL HAW A MINIMUM 4' CO PER AT PROIoERTY L /NE OR 3 -5' LOWER THAN THE LO *FS T HOUSE ELENA RAN, WH /CHEb£R IS LOWER. UNLESS OTHERWISE APPROVED BY 7HE GTY, MAKE TAP 7HR000N CAST IRAN SADDLE SECURED TO S£NER MAIN WITH STA INLESS STEEL BANGS WHEN CANNfCANG NEW SIDE SEVERS TO EX /SANG MAIN. 141Rlf7E0 CLAY, PLAIN AND REINFORCED CANGW£7F, D.I. PIPE AND C./. PIPE SEWER MA /NS ARE TO BE CORE DRILLED SIDE SEWER DETAIL 12 "I fl&R XWT PAaVIWG 45' (1/!g) &W WT RON MW AW QQ" AVIE.: NV MWWO10 AWAS A20 1 =0' nwar 2 =0" Saifw cavw E; GYASS •UM PAC ANOW Arc AIAD COW#.. AM AS%L r mmm 1"s AEsrw Amw aimwr Afro AMV mop As Kamm or srA m wra amsm wx NO SCALE !S 506 J'0' ��ti z._o- b ' It • b w � Pt m N ZAL En --fir N SUE MA#WR As =-==-==-:;%j ,ww si�av rangy / A' • RECOMMENDED FOR APPROVAL BY;��ilAlE.• � er.• o� �• 1 4711 tO 29th Moo. sufn. 10 1 befeww, wojmww 90007 425."5.7877 four 425."5.7%3 aww0000e DESIGN ENGINEERING - PLANNING SURVEYING s INCH OR 8 INCH CLEA"ff MNIrARrsavER DErAas Ga� e� SCALE ew� caw Aw� �•�N«�.+ � R ! � C' /' � ; " _ , � � rod � cx�► 0" • • a. < 22. ALL SW METERS 9NALL BE A NA" 6' aA4CffR AAn HATE A AMWAK& .2 WE 6F 2 OX PRwwrlt or ames A#Wlb? &AfC" LOCA77OVS AAn fAw9I GRACES 9YALL 9E ESmwgtD N nc fAg.D PRIM Tn ar SEVER w CQVSnPUCnaV. SW S DWR TFF STA AlOVS ARE R1 EFERENav nw nW AtfAWST DOMWSIREAM MA*I af. nw o CiGiV nPACTaP SJYALL MANYTAiw ACCIRA 1F AS -fit C T ArCORDS X ALL SE SEN R L ACA flWS ALL SW ZMERS 9441L AlF TFS&V AT PC 7W OF MANY LAE TFSIM Pff MA TF/PX U SF/ALL 8E CM Fa? AEPTHS OlfR 15. 23 W E/PF A ICI TFR MAN MS ZS ABODE PC SiW)ARY 9W,, AAn LESS 1HAN 30" OF IfR41CAL aEARAMLE EXISTS 8En kaw PC 7W X ZKR AAn Bones OF MN 7& 7hE ZNLrR 9YAU ar CIA Sr1Pwim aP REcaysmw7m wnL DWW AM D'PIRSSI�YO Pff (aASS 50) f A AAMNN'AI/ MA4J1MIAL DISTAMT X 10' ON EA0V SW ' Gig' ME W 7IR MAN 24 swrARY . MANv LAirs (8" a1mvER AAv Lmav SMALL Avr ar Qav mi cu ANY acs& THAN 10 ft TT Tn ANr 6umm W 5 fEFT ro ANY CAR Wr.. 25 MV CaMCChIMS M EXISTING FAaIWS SMALL ar SEALED Orr oym /pSTREAM caanwwv /S F7rMrS m, TESTED, aEAND AAn AO PMR ALL awsnQWWV &9WS AAn NX ITR SF/ALL N REAIIDrE'D PRW 70 QcfW PC S AC. ALL nTTNVC 9VAU aE AM ME PRF2WrE Or A arY Or A WIN A ECMt 0 2K P141ri�P M ACCEPTANCE 17 C2WS7RW7VV AAVIIN I.S�S7 4MX 6F OMPAA�Cr PE14lM 7,% EhQ& R/S7AQI�f1'p'P -lXR7# As-fim T "wAz msr K Avipmw or ALL swrARr zoER Filalm y 27. Arsmu FALL A smovr sm Em Nv Au swrwr Spa mwaa owR m frrr ". FAu ws1RAwr srs&w m4u ar os'A mAcr amm Aw FALL woffcmv sm&V,, As xmwAcmw or Uaw FALL woiFcW. w �.l %m s'. 90' BEND NOTES• AU Pfr srYAu Of s MAnM As AOMM. 2 STAAICESS S1ftZ S7RAPS Si'IAIL NAIf A 44M" Si°ALllYC Or is : S7RAPS 9'/A[L BE A7TAQ5iD U1UW STMItESS S)EEZ EdPAN9gY BrC lx MK ? EA01 At LtiM1iEC/1gY PgN1S ,1 FpP MNMAxES / AM7 A 71E aWIRAC11aP HAS 11W Q°1JpY Or A[S17 (/SYIC AN p/15W LIQCI° P!R GQR. S1R 8771 1ASIDE DROP CONNECT/ON /NSSMHI ROLL 1 9L7 r M ' 12" • w • W 4" 54" 4 a4 v ° d v a v 4 4 ,4 •. -, 4 . 6 • 6 =1 SANITARYSHALLOWMANHOLE TYPEB C.O.R. STD DWG BR 37 NO SCALE 314" .WAWS 9DAQFD - 314" AS ANDICATED - HT. 1/1" r 1/2., 1 •• R.4,1 -IA Nty BoPCa �O Z PFF MA 1FRYAL AS SPEMD BY w naveR Z 'o R/W 10 Ail /N. 6" BUILDING SEWER PIPE 8 TEE WITH 6" SIDE OUTLET I CLEANOUT -SEE DETAIL LEFT 2 "x 4 " STUD SER NCE MARKER PAINT UPPER PORTION W# 7F AND LABEL "SEWER" W1 TH 3" HIGH BLACK LETTERS. WRAP 0 WIRE AROUND THE PIPE, EXTEND IT TO FINISH GRADE AND A TTACH I T TO THE 2x4" STUD. SIDE SEWER DETA /I.-/ NO SCALE 60" ALLOWABLE MAX. FAR CAST /RAN PIPE OR DUCAL£ /RAN PIPE. MAN Z L 16" SIDE OUTLET T SE SEWER MAIN CONCRETE BLOCKING ANGLE OF TEE A T MAIN OwR 25' is PNG�iB�Od� r.014 2r ,u/N SLApE HORIZON TA ,SEWER MAIN TYPICAL SIDE SEWER ELEVA 7100V NO 7E.- UNLESS 07HfRINS£ SHOWN AN PLAN, SIDE SEWER SHALL HAW A MINIMUM 4' CO PER AT PROIoERTY L /NE OR 3 -5' LOWER THAN THE LO *FS T HOUSE ELENA RAN, WH /CHEb£R IS LOWER. UNLESS OTHERWISE APPROVED BY 7HE GTY, MAKE TAP 7HR000N CAST IRAN SADDLE SECURED TO S£NER MAIN WITH STA INLESS STEEL BANGS WHEN CANNfCANG NEW SIDE SEVERS TO EX /SANG MAIN. 141Rlf7E0 CLAY, PLAIN AND REINFORCED CANGW£7F, D.I. PIPE AND C./. PIPE SEWER MA /NS ARE TO BE CORE DRILLED SIDE SEWER DETAIL 12 "I fl&R XWT PAaVIWG 45' (1/!g) &W WT RON MW AW QQ" AVIE.: NV MWWO10 AWAS A20 1 =0' nwar 2 =0" Saifw cavw E; GYASS •UM PAC ANOW Arc AIAD COW#.. 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