Loading...
HomeMy WebLinkAboutS-335202N V7 M Q a 0. 0 N 0 0 w & Z 4 w 0 ri IN Ln 0z Q O D CD � Z u= Q J Q O � Z 0' O O F-- = Z (/1 LIJ Of Dy LJ Z Z W m d m wz O O 3 EM z U n rE_,y W o' T ` r•'1i � v I•,I�1 Orn �n A £- �Y p 5� 8 a ��f ol�lo IM MANHOLE FRAME AND COVER 6" SEE DRAWING BR29 NOTES: 12- MA% - 24' ADJUSTMENT (4' MIN.) i. STEPS TO BE 3/4' m DEFORMED BAR GALVANIZED SAFETY STEPS OR EQUAL CONE 2. STEPS ARE TO BE IN PLACE BEFORE MANHOLE SECTIONS D. ARE INSTALLED. BEER GASKETEO JOINTS 3. CASTING TO BE PER DRAWING 13829. IN ACCORDANCE WITH NTS C -443 4. MANHOLE SECTIONS TO BE OF REINFORCED PRECAST CONCRETE. •C' 5. ALL JOINTS SHALL BE GROUTED. STEPS - 3/4" DEFORMED BAR 6. SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR STEPS SHALL BE INCLUDED SURFACES. INCLUDING CHANNELING, COATED (SEALED) 6 -I /Y WITH A HIGH SOLIDS URETHANE COATING: CONCRETE RISER BY PIPE INC., WASSER MC- CONSEAL OR APPROVED EQUAL; 7' MIN. OR APPROVED EQUAL COLOR OF COATING SHALL BE WHITE. •A• 7. RUBBER GASKETED JOINTS SHALL BE IN CONFORMANCE _.r WITH ASTM C -443. B. CHANNEL HEIGHT SHALL BE A MINIMUM OF 3/4 THE INSIDE DIAMETER OF THE LARGEST PIPE. MAX PIPE SIZE - 'E' 9. CONNECTIONS TO MANHOLE SHALL BE MADE USING GPK tz (1VF7 ADAPTOR, KOR -N -SEAL BOOTS OR APPROVED EQUAL. lip EMS ®�© SANITARY MANHOLE TYPICAL DETAIL SANITARY MANHOLE TYPICAL DETAIL ADOPT xNrro NOT TO SCALE H 4� ISf DATE: 12/9fi fA9t 4C. Af ! ES xYpR6 -- pA] ] [PT{O A OAS' �° fAV REVISION BY pp, DWG. NAME: BR28 5P FAGE: 8071 DATE �] o� SANITARY MANHOLE TYPICAL DETAIL is PROPERTY LINE s b FUTURE 6•• BUILDING SEWER PIPE - - BUILDING SEWER 2•'A 4" STUD SERVICE MARKER PAINT UPPER TEE WITH G" SIDE OUTLET PORTION WHITE ANS STENCIL ON SIDE WORDING 'SEWER' WITH 3' HIGH BLACK LETTERS. AND /6 WIRE WRAPPED AROUND THE STUD AND 6•• SIDE SEWER AND BUILDING R w EXTENDED TO THE TOP OF THE STUD. - - o O' UNLESS OTHERWISE APPROVED BY THE CITY, MAKE TAP THROUGH CAST IRON SADDLE SECURED TO SEWER MAIN WITH STAINLESS STEEL BANDS WHEN CONNECTING NEW SIDE SEWERS TO EXISTING MAIN. 60" ALLOWABLE MAX VITRIFIED CLAY, PLAIN AND REINFORCED CONCRETE. all PIPE AND Cl FOR CAST IRON PIPE PIPE SEWER MAINS ARE TO BE CORE DRILLED OR DUCTILE LRON PIPE. 1 1:3:5 MIX py NT,tVWNG CONCRETE O•,E pv BLOCKING 15 �P.(,.�F. G� 2E MIN ROPE HORIZONTAL 6" SIDE OUTLET TEE SEWER MAIN SEWER MAIN 6" MIN. CONCRETE HI OCKING ANGLE OF TEE AT MAIN OVER 2g TYPICAL SIDE SEWER ELEVATION ELEVATION STANDARD SIDE SEWER INSTALLATION (SEWER MAIN TO PROPERTY LINE) NOTE: ADOPTED UNLESS OTHERWISE SHOWN ON PLAN. SIDE SEWER SHALL HAVE A MINIMUM 2.5' COVER AT PROPERTY 4 4 Itt OF R12ITOM LINE OR 3 -5' LOWER THAN THE LOWEST HOUSE ELEVATION, WHICHEVER IS LOWER. STANDARO PuNb N1 IR De.Tx. IZ /RE IPA] Fexx au SP RAGE: B079 DATE I REVIS ON "' ' —" o7 STANDARD SIDE SEWER INSTALLATION 16 (SEWER MAIN TO PROPERTY LINE) NOTE EXISTING UTILITY LOCATIONS SHOWN HEREON ARE APPROXIMATE ONLY. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE EXACT VERTICAL AND HORIZONTAL LOCATION OF ALL EXISTING UNDERGROUND UTILITIES PRIOR TO COMMENCING CONSTRUCTION. NO REPRESENTATION IS MADE THAT ALL EXISTING UTILITIES ARE SHOWN HEREON. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR UTILITIES NOT SHOWN OR UTILITIES NOT SHOWN IN THEIR PROPER LOCATION. CALL BEFORE YOU DIG: 1- 800 - 424 -5555 NEW MANHOLE PER STANDARDS CUT OUT EXIST. PIPE, MAKE SMOOTH INVERT & CHANNEL AFTER NEW LINE IS (� ACCEPTED. jl 8" MINIMUM PVC x CONC. MANHOLE ADAPTER (PVC PIPE ONLY) ON- SHRINK GROUT -- EXISTING SEWER CAST IN -PLACE CHANNEL & SHELF nj MANHOLE BASE FOR CONNECTION TO EX. SEWER �s MDe5: (- W (SEE NOTE 4) LIMITS OF PIPE ZONE I. PROVIDE UNIF S PORT HOER BAI1REl BACKFILL MATERIAL HAND (SEE NOTE 5) �• Z. COMP LAMP DDING MA MAMMAL 1 1 3. HAND I T E MLY. YAIERAL TO 9511 MAX DEXMtt EYLEPT OEIECRY OVER PPE. CONCRETE CLASS C -y- HAND LAMP DXLY. (SEE NOTE B) C 4. SEE 'EXCAVATgN AND PREPMATgN OF TRENCH' IN THE SAMTARY SEVERS WCRON R M STMDARp SPECnCTATIDNS FDR IIExCN NYIM 'Y AM1 1P _MG O ms' FOUNDATION LEVEL 1xE PPE ZONE ML. BE THE K1UAL TRENCH MDM. E %CFPT FOR CLASS A - ...::, TKDDNQ MEMA.YOY L'OKIETD.YOM SMAU eE 1 -1/2 LD. .te'. A S iRENLM BACIffRl 9fALL COiORY i0 'BACKFILxHp SExVE 1RENGES" N THE (CLASS A DESIGN) _r SAXrtMY gNERS SECDW DF ME STANDARD SP[CYTCAIKNS. LXGPT MAT ROOtS OR LULPS LARGER THAN 1" PER FOOT OF PPE DMIEMN SHNL NOT BE VEER N THE BACKFAL Y MRML 8. SEE 'MEDDNG MAMMA. FOR LAW RPE" IN TIE AGGREGATES SEGTDN OF THE (- w (SEE NOTE 4) LIMITS OF PIPE ZONE 51N1OAR0 SPEOFR VMS FOR THE MAXMN 4EOFICATxN3. BACKFILL MATERIAL I -r 7. YE 'REOOwG YATERAL TOR RE11INi PR' N ME AOO8W1E5 SEOTIOM 6 (SEE NOTE 5) - M,,O SPEODCAnON fOx THE MATEMAL SPECNCAIXNS. a PPE Ax1s* 1E AMdDREO w 91CM A MNm AS ro EXAIRE Iur LxE Is BEDDING MATERIAL YANTANED. FOR RIGID PIPE (SEE NOTE 6) e IfEDONO Iu55OESw FOUNDATION LEVEL DIMENSION CLASS A QASS S CLASS C CLASS D CLASS F (CLASS B. C, D. DESIGN) 1 MN . A 1/410. ffR0 BEDDING FOR RIDIO PIPE 1p•• yAN, (-W (SEE NOTE 4) LIMITS OF PIPE ZONE B 1/4 QM 1/2 MD. I 1/B QQ Em Qm O• c 4/4 O.D. VZ o.o. 1/e G.o. O.D. - BEDDING MATERIAL • A • 4' MN. 2T IM M_ D LOOM FOR FLEXIBLE PIPE i" YN. OLfit 3T I.D. NOTE 7) PIPE BEDDING FOR SANITARY SEVER ADOPTED FOUNDATION LEVEL A crrrOF xx. �� SAN AAA PYXS (CLASS F DESIGN)4 /P] BEDDING FOR FLEXIBLE PIPE s -v- 1 T ' nr DWG. NAME: BW18C SP PAGE:8077 DATE I R o PIPE BEDDING FOR SANITARY SEWER 16 UPPER UTILITY CLEARANCE LESS THAN 12" 0.5' POLYETHELENE TMP• FOAM LOWER UTILITY 2 LOW CLEARANCE UTILITY CROSSING 16 9 rL a D N q� 0 O lei U 00 w 3 0 O O O m � z W 0 U Z I. I-- O W W � 0 w 3 W > Lu Z w Z } W m UJI� Z $ agW RECOMMENDED FOR APPROVAL a v m By: Date: /Z�-IB -0-- DATE 0002006 By: Date: JOB NO. DWG NO. By: Date: H ET G 7 6 By; Date: OF CO:Fj- h3520Z KOM Rmily.2Q7 - FRw