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WATER TIGHT STOPPER LINK DEG. OF ANGLE SEAL OR EQ, PACK 1 1/4" SQUARE PATTERN VARIES PER WITH NON-SHRINK 1 1 2 LEa 1/8" HIGH EACH MANHOLE GROUT, (TYP.) ( / LETTERS) 1 1/2" 0 - 3 HOLES 5'4" s EQUALLY SPACED VARIESd 20.0' = o 0 O 30- MIN. a + 1"x 1 1/4" 0 R w0 TOP OF CURB Z w EE F V �0 LO8 PRY HOLE o O O ❑ O O O o O O o o ` sF o O 1:1O OO o e FLO GUTTE OF ( I \� EXPANSION Z o = ar + ED [Ell [0 01 El El ❑ EXPAONSION / JOINT N n ¢ n a m FLEXIBLE BELL & O x SPIGOT JOINT '2 SLOPE VARIES WITHIN 24" OF 0 ❑ e c MAX BASE 0 0 O LIP OF GUTPER 0 o D 1AEOSIFSLNEOFTT BLWLOWIGUTER TYPICAL CROSS SECTION o o PTCI( Ilol� PLAN " C PAVED AREAS PLACE 8"/6' 0 1/2"�� -1 4" 1" DIAMETER SIDEWALK �OPENINOAT �24" 4" 4' CONC. COLLAR & COVER W 2' " VENT HOLE �2" MIN. A.C. G FRAME AND COVER a PLAN I I 1 � 27" 36C110N C-C 1/2 " Iia. IN NON-PAVED AREAS JIAIE 3" MIN. 12" MAX. 25 5/8'" bolt TYPE MAXA.C. WITH f 6"x6" CONC COLLAR - MACHINED �Z" X AGGREGA - 25 t/2 BOSS TO HOLD GRATE 2 1/2 = 1 1/4" SEATING SURFACES GRATE IN PLACE "RAMNECK" OR EQUAL WATeSTOP ALL JOINTS 24" DIA. CONC. 12" DIA.CLASS 2 A.B. COMPACT 7- PIPE (SEE NOTE MIN. AT 957. R.C. - - N0. 5)5 1/2" I 1/4„ 5=.01 MIN. U- #4 GROUT AIL INTERIOR � 1/2" 2 1 1/2" 4 RIBS � 90° SPACING 12 '- ;EXTERIOR JOINTS SMOOTH TO PRECAST REINFORCEDFINISH 'ACONCRETE 24" 6 32 3/8" COMPACT ORIGINAL GROUND PRECAST BASE SECTIONS AS REQUIRED SECTION A-A SECTION 3" AT 95% R.C. 8" REBAR ® 12" O.C. 3/4" NOTES: NOTES: PLAN OR FRAME - �• a STEEL BAR 1. FRAME AND COVER SHALL BE MANUFACTURED OF CAST IRON 1. ALL EXPOSED STEEL SHALL BE DIPPED WITH 2 COATS OF COAL TAR PITCH HEATED ml r = 3, C12' I 17/32" CONFORMING To ASTM A-48-CLASS 30 TO A MINIMUM OF 1800 OR GALVANIZED. 4 f 4"MIN. 4 CRUSHED ROCK 2. FRAME AND COVER SHALL BE HINIMU RATED. 2. GRATE, FRAME AND SIDE INLET SHALL CONFORM TO SOUTH BAY FOUNDARY A-645 NOTES: I? 30• 3. FRAME SHALL WEIGH 140 LBS. MINIMUM;COVER SHALL WEIGH 130 LBS. MINIMUM. FRAME WITH EITHER A-390 RIVITED OR A-390-M FABRICATED STEEL GRATE. 1. CONCENTRIC CONE UNLESS ALTERNATIVE APPROVED BY LCSD. ( I �2 1/8" 4. FRAME AND COVER SHALL BE COATED WITH BITUMINOUS 3. GRATE SHALL BE CHAINED TO FRAME. 2. ALL MANHOLE BASES TBE PRECAST UNLESS OTHERWISE APPROVED BY DISTRICT. -- �3 3/6" MATERIAL CONFORMING TO A.W.W.A. C203. 4. GRATE SHALL BE DEPRESSED 1" BELOW GUTTER GUTTER GRADE. 4. CLASS "A" CONCRETE 3. BASE TO HAVE E FALL TE 3000 P.S.I. MIN. 28 DAYS.L FROM INVERT INLET TO INVERT EXIT. SW= B-B 5. COUNTRY OF ORIGIN AND MANUFACTURER SHALL BE CAST 5. 24" PIPE BARREL SHALL BE CLASS 1I R.C.P., OR CLASS 2 OR 3 NON-REINFORCED INTO FRAME AND COVER. 5. 60" MANHOLES TO BE USED FOR PIPES GREATER THEN 24" IN DIAMETER. 6. USE L.RAME DETAIL SS-3 FOR SANITARY SEWER. CONCRETE PIPE. 6. NO CAULDER OR REPAIR COUPLINGS SHALL BE USED FOR NEW CONSTRUCTION. 7. ALL M.H. JOINTS TO BE TONGUE AND GROOVE, AND SEALED WITH "RAMNECK" OR EQUAL. STRUCTURAL SECTION MANHOLE DETAIL STORM DRAIN MAINTENANCE 8 PAVEMENT DETAIL -24" DIAMETER PIPE HOLE FRAME AND COVER TYPE 1 CURB INLET CATCHBASIN or TO (D-4 0 3= LC3D STD PIAN: SS-5 4 NDT TO SCALE COUNTY SM PIAN: Cr-M3 2 NOT TO am COUNTY Ira PIAN: D ------------------- c -cl 3'-0" 3/4"DIA. ISOLATION VALVE AT PRIOR TO dj;BY'OiN]9R PIPSSmF� 1 5/8 IMPROVEMENT STANDARD NO. CW-M9 POINT OF CONNECTION I'-O" 2'-0"FINISHEDHOOD GRADB MAINTENANCE HOLE, FRAME & COVER. / 2 1 1/4 16± 3;T ADJUST TO GRADE PER COUNTYWIDE STANDARDS Ifs/8" 5/8 "-�I } r r 12. o 2' 7/16 3 7/16 3 I/2 -PAVEMENT 7/8 371 1 71 212 1 5 :__: __:_] __ h �"=7LA[[=-' - _----�--- _____: �:•; Y 3' CIR - 25 METER BOX PLAN CW-C6 H SECTION A-A 12" MIN. � _ HOOD CLR. �•M� 6 o m .0 '"°'^+�J' •' '"'�` METER BOX INSTALLED • INSTALL GRADE RINGS AS RE UIRED BACKfIDW REQUIRED PIPES ETC �3/4' CRUSHED ROCK BY CONTRACTOR 2 5/8 FOR DUAL REGUTAS BY OWNER , .•+ 5" FOR GRADE (GR( IN PIACE� 12" MAX. �I PRESSURE REGULATOR I 3 24" MIN.70 BE BACKFLOW VALVE R=3COIL 2 5 1/4 - OR COIL RAD. 45• ° 7 PRECAST REINFORCED COiIC=."'i"IC DEVELOPER/OWNER PROFILE VIEW / 1 C.ONCRETE CONE 2� A. • ' U BOLT FOR IT T-------- �c • �" x 24" LONG STEEL DOWELS, GREASED 5/8 •�_ cif AND WRAPPED ONE SIDE THROUGH ALL CHAIN / 3 WATER } a' 3. EXPANSION AND COLD JOINTS END VIEW OF HOOD REGULATOR c ¢ J: T11A7EB1Al�: LINE 5 - - INSTALLED 24 (I)SERVICE SADDLE: JAMES JONES 996 CC.ED 5 ALL JOINTS SHALL BE SET ON CONCRETE CURB AND GUTTER CONSTRUCTION NOTES ' A A \ 60 (I)CORPORATION STOP: I" - FORD FI001; 1.5' - 2' FORD FB 1001. iFULL MORTARED BED & BANDED 03 SERVICE PIPE: POLYETHYLENE PIPE (PEP) AWWA C90I 200 PSI RATING IPS (IRON PIPE SIZE) c'! z WITH MORTAR ON BOTH INTERIOR ❑1 CURB, GUTTER AND SIDEWALK CONSTRUCTION SHALL CONFORM TO SECTION 73, STANDARD SPECIFICATIONS, o 48 AND EXTERIOR SURFACES. CALIFORNIA DEPARTMENT OF TRANSPORTATION (CALTRANS), EXCEPT AS MODIFIED HEREIN. 4. 33 ., ITEM J DESCRIPTION 6' REFERENCE IS MADE TO THE LOCAL AGENCIES STANDARD SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS LL ° HAND FINISH SLOPES RELATING TO THE CONSTRUCTION OF CONCRETE CURB, GUTTER, & SIDEWALK. PLAN OF FRAME 3 O SEE EDDRATING W-3 e LL �3 SUBGRADE FOR CURB, GUTTER, SIDEWALK AND DRIVEWAYS SHALL BE COMPACTED TO A MINIMUM RELATIVE GRATE ' COMPACTION OF 90% TO A DEPTH OF 6". WHERE THE SUBGRADE "R" VALUE IS LESS THAN 50, PLACE 4" 2 5 � FB 1(11,MINIMUM OF AGGREGATE SUBBASE CLASS IV UNDER THE CONCRETE SECTIONS AND COMPACT TO A MINIMUM NOTES: OF 90%. 1. FRAME AND HOOD SHALL BE MANUFACTURED OF CAST IRON CONFORMING TO ASTM A-48-CLASS 30. 20D 3O DO Cool 24" MAX. 2. FRAME, GRATE AND HOOD SHALL BE HS20-44 RATED. 2 P51 RATD� IIP31 - • • ® ALL RADII FOR ROUNDING EDGES SHALL BE 3/4" UNLESS NOTED. 3. GRATE SHALL BE RIVITED STEEL, HOT DIPPED GALVANIZED AND CHAINED TO FRAME WITH 18" OF 1/4" HEAT TREATED CHAIN �%\��\��\� %\�%\��%\��\ 4. FRAME AND HOOD SHALL BE COATED WITH BITUMINOUS MATERIAL CONFORMING TO A.W.W.A. C203. cuRBsrol� CLASS "B" 5 ' CONCRETE SHALL BE CLASS B, PER CALTRANS SECTION 90. QPOFESS/p� 1--3/4' FORD KV63-3121 5'-10" J CONCRETE UNDISTURBED EARTH 5. FRAME SHALL WEIGH 154 LBS., GRATE SHALL WEIGH 42 LBS., HOOD SHALL WEIGH 100 LBS. �O C00/F ! 1"-I" FORD KV03-4441 6. COUNTRY OF ORIGIN AND MANUFACTURER SHALL BE CAST INTO FRAME AND HOOD. �Q.ZJP ! y 15'-L5' FORD FV63-6W-W © EXPANSION JOINTS AND WEAKENED PLANE JOINTS SHALL BE INSTALLED AS INDICATED ON THE PLANS OR �m c> 2'-2' FORD Fvw-777-1 STANDARD DETAILS. c� z m PIPE SADDLE W a O WATER BOK: CURB, GUTTER AND SIDEWALK SHALL HAVE A LIGHT BROOM FINISH; CURB AND GUTTER PARALLEL TO THE FRAME AND GRATE No. C58912 I% CHRIM B-IB NOTES: * Fp. 06/30/07 FLOW LINE, SIDEWALKS PERPENDICULAR THE FLOWIINE. 1. S >1.5'- CHRSTE B-21 FC I. FOR PIPES 33" DIAMETER AND SMALLER. , TYPE 1 CURB INLET CATCHBASI STEEL TRAFFIC L81 8 DEPRESS A 2" HIGH LETTER "W" OR "S" 1/4" DEEP INTO THE TOP OF THE CURB TO IDENTIFY SERVICE r9lE OF CAVVF��\P 1. SADDLES 3HAIL BE WRAPPED IN a MIL POLYETHYLENE 2. ECCENTRIC REINFORCED CONCRETE CONE MAY BE USED ON APPROVAL OF AGENCY. LOCATIONS. 2. TRACING WIRE SHALL BE REQUIRED ON ALL SERVICES LONGER THAN FIVE FEEL'. © 1/z' AW FORM BOX M61I 3. PRECAST REINFORCED CONCRETE MAINTENANCE HOLE UNIT SHALL CONFORM TO A.S.T.M. C-478. NOT TO 9CAIB COUNTY SID PLAN: Cl-Mg 3. SERVICE SADDLE SHALL NOT BE INSTALLED WITHIN 18" OF VALVE, JOINT OR FITTING. BEND To FORM BOK 4. CONSTRUCT FLEXIBLE PIPE JOINT AT 2 FEET MAX. FROM BASE OF MAINTENANCE HOLE �9 DURING CONSTRUCTION OF GUTTERS, WATER SHALL BE USED TO INSURE PROPER DRAINAGE ALONG THE 4. SET TOP OF METER BOX FLUSH WITH SIDEWALK OR AS SHOWN. FOR RIGID PIPE. (EXCEPT CAST-IN-PIACE). FLOWLINE. 5. ALL TAPS SNAIL BE MADE WITH MACHINEGUIDE OR PILOT TAP. 5. INTERIOR COATING WHERE REQUIRED BY AGENCY. DRAWN BY: 8. THE WATER B SHALL EXTEND PERPENDICULAR TO THE CBNTERIJNE OF THE ROLL TYPE CURB AND GUTTER ALBIN PARCELS WEG STREET' PROPM THETHE WATER PAIN 10 THE MUM STOP. 6 RUBBER RING WATERSfOP OR ADAPTER REQUIRED FOR PVC PIPE INSTALLATIONS. 3 7. P.E. TUBING SHALL BE CONTINUOUS 7. FOR UNPAVED AREAS LEAVE MAINTENANCE HOLE ABOVE GROUND AS REQUIRED BY AGENCY. NOT TO W" COUNTY $1U PIAN: CW-CI&M SGALE: NTS 8. ALL FITTINGS SHALL BE BRONZE. 9. STEEL INSERT' STIFFIWHRS REQUIRED ON AIL P.R. COMPRESSION JOINTS. DETAIL SHEET K��Ee • _ e'O,. COUNTY APPROVAL PREPARED IN THE OFFICE OF: SHEET OF NO. DESCRIPTION SERVICE SADDLE CONNECTION ,F, •�� n CAUTION!! APPROVED BY DATE gAUMBACH � PIAZZA, INC. • CIVIL ENGINEERS�� v, DATE: 1c/17�c F JOB N0. z 323 WEST ELM STREET --� 04031 - 1 -2 SERVICE & METER INSTALLATION TYPE 1 STORM MAINTENANCE HOLE D 12 1 LODI, CALIFORNIA 95240 R.C.E. NO.: �F91Z. 7 5 DO NOT SCALE THIS DESIGNED LANDER TME SIIPERV�SION OF: FILE N0. sal8 PLAN ■-9+�+ c�IINTY wAN �-� '•W ••e�� DRAWING IF BAR DOES 1,/ l- EXP DATE: G 0 G- 1344 NOT MEASURE 1 INCH. DESIGN ENGINEER S:\PROJECTS\2004\04031-1\dwg\G4O3l-l-C2-DL7AILS.dwg 10/17/06 8:45am-EGREENLEE-XREFS: 24X36-SJCO.dwg 0 mop