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HomeMy WebLinkAbout1678-30.CUT ,�►/VD i,�'�'�ff0/i'�' F/�SE�P" 6L. �I'ss 6�P�/T/Nei ,4 S REQIJ/CPEO -S,"Cr10A1 F41046 E'' 6L'455 A;A4rIAI& ,4,ff �PEQvEsTE'O BY Ow�vE�P's �PEPPEsEiv rAr-/!�E ✓�t/' �'/ELO EL . PO4. 400 eJP .r`S.. i RE'Q/IIlleEO PON 84 4 WOW J O sc4l.E 4�vrRAWrAr sh�IIIII . R4A-', c,,f t-,vr ,,0`1 e,r,c�4Sr RE1i01f14c040Xv4rEp cOiVC. 1f11.4A/.yOL e" SES/G /VEO oc"OR .44 •SH rO A070 4 "RIAII 6 /PROPoSED CZIAVAC l /NE I I 1 IYER/FY LOGAT/ON O� �C • �l'' � EX/ST/N6 C,fS/N6 .4N0 CONO/T/ON /F O/STt/PdEG fONSTRUCT/ON �NWNNM, IVs 3 TEiYfPo�PA.QY fONTiIN.� .SENDER S[/PP�RT /NTERCEPTOT ,RN . ver w NO SCALE .r.nw rr. . �Jw f rr .•r. : wft ..r•.M _ r .ra .... BOT *1 . • . ALL. \•VI�T � f�G �L BE FREE FROM DEFECTS AND GUARANTEED FOR ONE YEAR FROM START-UP. ANY REQUIRED REPAIRS, REPLACEMENTS, OR ADJUSTMENTS SMALL BE MADE AT NO 1 COST TO THE OWNER. I4. FLUME DESIGNED FOR A PEAK FLOW Of 24.7 Cf S, D'E'SIGN CRITERIA SHALL. at IN CONFORMANCE WITH U.S. BUREAU OF RECLAMATION "WATER MEASUREMENT E MANUAL.*" MAXIMUM CAPACITY OF 24 -INCH FLUME z e9. d1 CF 5, MINIMUM CAPACITY OF FLUME z 0.42 CFS, b 10#170 ;tnX001*16 V4 ABU ozwn NMI WAWAb AW, ETA/L. �xc�i ivy v , cNO SC�9LE \.dr lTROVI- "I ROK TMwKt f Yof j •MITI"�ta,6•A�t siou" �c (MEL BEAM1 1. ALL WORX ON THE TEMPORARY SUPPORT SHALL BE DONE ONLY IN THE PRESENCE NAXIMUMSPACING•4- B�oc�: OF THE OWNER'S REPRESENTATIVE. $PAN AR M'- !S' PIPE 01111.1 -' - 0'-10' 10'- to' 04 MAX. MAX. • Of REde PER MANGERI) f / Wof ROK SrA1I00R0 1f111M/tk`rtlt , TEMPCONTRACTOR THE RE IN WHICH IT ST NST ' "A" IL"r' 1-2 vI2 DETAIL TAIL ' Di1/�'�f'ETE ,���95�• .5`f>�AD�"O ��!"�'.� A�"N01"L".�' .fil�'Od Ti�ir r�► 1'3t r3. d''3 • 2'-0' L6. wwRRe0 r.P.,iws/T/O/v oe-Rol" /4'04/NO Lf lWeTCR /f W AIAV OL E If' -2I �3 •• f•'/PE TO ,3'- f�1r� •, a, .3. O " �'L U�YIE .SEE ©•P.q l�f�/N�Si ¢ •*Flo SWSI 240-27" j4 -01f L 0647/0/V 2'-0' LG. 3'-0' LG. 4WtI3 20 ,�1/TE6�'�►Q 0 • • 2-2 ■12 !-! 1112 4MF13 •MF2 Ow: 31 3 3 Me reAPINS 1 4'-6• L•. MF 20 BMF 31 • MF 40 36 • ■ 1-3 ■12 3-3'S I2• IAF 20 B1AF31 6NF40 09 Sir, 1 r -o` L6. 4'-o•L6. NF:o •1AF31 IOY1F4! .rte 1�lGf�/■■■�11 �_ / _... 1111111■ttt11•�f m1111.1■■■■■■►1�1►���1��1■1��111....._ 1116"■.._ .■/�R11111111 ..■...■■■���111�1��1�11■11�1�111 1111■ r N1)1:I1■■■■■■■�11�!■�1 �,!!��111�11�1111■11.Mom=MM i111111111111117�:A1111■IIIIIIU oil �' ���.��■■■■■■IIIi11■�111111�11�11111111�1111�11� :��11111111111■11/1�1■1111111 LY111■ fir,1111111111111�1/■1■1■11�1111� IIiI11 •■■�■■�■1111■■111111■G:���ii�111111 11►11111;■■,_�■111111■1111111 1111 --•■■��•�1■1111■1•R•••I EL . PO4. 400 eJP .r`S.. i RE'Q/IIlleEO PON 84 4 WOW J O sc4l.E 4�vrRAWrAr sh�IIIII . R4A-', c,,f t-,vr ,,0`1 e,r,c�4Sr RE1i01f14c040Xv4rEp cOiVC. 1f11.4A/.yOL e" SES/G /VEO oc"OR .44 •SH rO A070 4 "RIAII 6 /PROPoSED CZIAVAC l /NE I I 1 IYER/FY LOGAT/ON O� �C • �l'' � EX/ST/N6 C,fS/N6 .4N0 CONO/T/ON /F O/STt/PdEG fONSTRUCT/ON �NWNNM, IVs 3 TEiYfPo�PA.QY fONTiIN.� .SENDER S[/PP�RT /NTERCEPTOT ,RN . ver w NO SCALE .r.nw rr. . �Jw f rr .•r. : wft ..r•.M _ r .ra .... BOT *1 . • . ALL. \•VI�T � f�G �L BE FREE FROM DEFECTS AND GUARANTEED FOR ONE YEAR FROM START-UP. ANY REQUIRED REPAIRS, REPLACEMENTS, OR ADJUSTMENTS SMALL BE MADE AT NO 1 COST TO THE OWNER. I4. FLUME DESIGNED FOR A PEAK FLOW Of 24.7 Cf S, D'E'SIGN CRITERIA SHALL. at IN CONFORMANCE WITH U.S. BUREAU OF RECLAMATION "WATER MEASUREMENT E MANUAL.*" MAXIMUM CAPACITY OF 24 -INCH FLUME z e9. d1 CF 5, MINIMUM CAPACITY OF FLUME z 0.42 CFS, b 10#170 ;tnX001*16 V4 ABU ozwn NMI WAWAb AW, ETA/L. �xc�i ivy v , cNO SC�9LE \.dr lTROVI- "I ROK TMwKt f Yof j •MITI"�ta,6•A�t siou" �c (MEL BEAM1 1. ALL WORX ON THE TEMPORARY SUPPORT SHALL BE DONE ONLY IN THE PRESENCE NAXIMUMSPACING•4- B�oc�: OF THE OWNER'S REPRESENTATIVE. $PAN AR M'- !S' PIPE 01111.1 -' - 0'-10' 10'- to' 04 MAX. MAX. • Of REde PER MANGERI) f / Wof ROK SrA1I00R0 1f111M/tk`rtlt , TEMPCONTRACTOR THE RE IN WHICH IT ST NST ' "A" IL"r' 1-2 vI2 DETAIL TAIL ' Di1/�'�f'ETE ,���95�• .5`f>�AD�"O ��!"�'.� A�"N01"L".�' .fil�'Od Ti�ir r�► 1'3t r3. d''3 • 2'-0' L6. wwRRe0 r.P.,iws/T/O/v oe-Rol" /4'04/NO Lf lWeTCR /f W AIAV OL E If' -2I �3 •• f•'/PE TO ,3'- f�1r� •, a, .3. O " �'L U�YIE .SEE ©•P.q l�f�/N�Si ¢ •*Flo SWSI 240-27" j4 -01f L 0647/0/V 2'-0' LG. 3'-0' LG. 4WtI3 20 ,�1/TE6�'�►Q 0 • • 2-2 ■12 !-! 1112 4MF13 •MF2 Ow: 31 3 3 Me reAPINS Xro4rlOooV AZoilfvV_17IIIIIII� 4'-6• L•. EL . PO4. 400 eJP .r`S.. i RE'Q/IIlleEO PON 84 4 WOW J O sc4l.E 4�vrRAWrAr sh�IIIII . R4A-', c,,f t-,vr ,,0`1 e,r,c�4Sr RE1i01f14c040Xv4rEp cOiVC. 1f11.4A/.yOL e" SES/G /VEO oc"OR .44 •SH rO A070 4 "RIAII 6 /PROPoSED CZIAVAC l /NE I I 1 IYER/FY LOGAT/ON O� �C • �l'' � EX/ST/N6 C,fS/N6 .4N0 CONO/T/ON /F O/STt/PdEG fONSTRUCT/ON �NWNNM, IVs 3 TEiYfPo�PA.QY fONTiIN.� .SENDER S[/PP�RT /NTERCEPTOT ,RN . ver w NO SCALE .r.nw rr. . �Jw f rr .•r. : wft ..r•.M _ r .ra .... BOT *1 . • . ALL. \•VI�T � f�G �L BE FREE FROM DEFECTS AND GUARANTEED FOR ONE YEAR FROM START-UP. ANY REQUIRED REPAIRS, REPLACEMENTS, OR ADJUSTMENTS SMALL BE MADE AT NO 1 COST TO THE OWNER. I4. FLUME DESIGNED FOR A PEAK FLOW Of 24.7 Cf S, D'E'SIGN CRITERIA SHALL. at IN CONFORMANCE WITH U.S. BUREAU OF RECLAMATION "WATER MEASUREMENT E MANUAL.*" MAXIMUM CAPACITY OF 24 -INCH FLUME z e9. d1 CF 5, MINIMUM CAPACITY OF FLUME z 0.42 CFS, b 10#170 ;tnX001*16 V4 ABU ozwn NMI WAWAb AW, ETA/L. �xc�i ivy v , cNO SC�9LE \.dr a ,y« k A# _ KrRI116 RKRf 1� •p rna RAM t!t't "Ke 1 'RAAIM Ir<elrl6 1 A[MovE !LACK FROM ! [ E BOLTS E KM RIM A KMT !N!R owl • • • MIIIIE IbVt IILIr6 - - - - - - _ ITY►.1 • wt Ae►t AMIE ROK (NAIL TOM") �! 0 C ITr►1 I . APPROVAL sNALL dE Cf(lTAYN�D FRilPI TM't 1il1'El ' S 1*P"!1ENTAT`i'VE N THE SPAWl FOR CAKE WOE TO BE USED IN DETERMINING THE SIZE OF THE STEEL BEAM. lTROVI- "I ROK TMwKt f Yof j a ,y« k A# _ KrRI116 RKRf 1� •p rna RAM t!t't "Ke 1 'RAAIM Ir<elrl6 1 A[MovE !LACK FROM ! [ E BOLTS E KM RIM A KMT !N!R owl • • • MIIIIE IbVt IILIr6 - - - - - - _ ITY►.1 • wt Ae►t AMIE ROK (NAIL TOM") �! 0 C ITr►1 I . APPROVAL sNALL dE Cf(lTAYN�D FRilPI TM't 1il1'El ' S 1*P"!1ENTAT`i'VE N THE SPAWl FOR CAKE WOE TO BE USED IN DETERMINING THE SIZE OF THE STEEL BEAM. 1'• O' . . . . SO' . Sr' E •t• !i F TASLEI i . clatNN NEMER M —'�— i A 1•1I.es:• •BAND n• MEL /ANDS Olt A" rum IsECTION A -A It MIN 11110. KR PIPE SECTION- MAX SPACING • 4' -Ir POR PIPE SIZE! S' TMRU IT• ANO !'-O' FOR " INKS tLEVATION PIPE lTROVI- "I ROK TMwKt f Yof we "M HUM"-[+Acr+.lelMr � •MITI"�ta,6•A�t siou" �c (MEL BEAM1 1. ALL WORX ON THE TEMPORARY SUPPORT SHALL BE DONE ONLY IN THE PRESENCE NAXIMUMSPACING•4- B�oc�: OF THE OWNER'S REPRESENTATIVE. $PAN AR M'- !S' PIPE 01111.1 -' - 0'-10' 10'- to' MIND OFI CORNER>I. ONS ADEQUACY YHE 1 THE B COMPLETELR DI TOR SMALLUPPORT ONTRAORARY Y MAX. MAX. • Of REde PER MANGERI) f / Wof ROK SrA1I00R0 1f111M/tk`rtlt , TEMPCONTRACTOR THE RE IN WHICH IT ST NST ' "A" IL"r' 1-2 vI2 DETAIL TAIL ' - •. FOR PIPES LARGER THAN 35" AND/OR FOR BEAM SPANS GREATER THAN 211 DEET, Ila -ISO -O'MN l""pw SIM r'hRlrltT' "I TABLE ASF NEMNER SIZES THE CONTRACTOR SHALL SUBMIT DETAILS OF THE PROPOSED SUPPORT TO THE 1'• O' . . . . SO' . Sr' E •t• !i F TASLEI i . clatNN NEMER M —'�— i A 1•1I.es:• •BAND n• MEL /ANDS Olt A" rum IsECTION A -A It MIN 11110. KR PIPE SECTION- MAX SPACING • 4' -Ir POR PIPE SIZE! S' TMRU IT• ANO !'-O' FOR " INKS tLEVATION PIPE lTROVI- BEARING BLOCK$ STEEL BEAM SIZE BACK $PAN $PAN TIMBER 0'-10' 10'- to' 0'-1' 11-10' 10'-I1 I5'-20' - low 4 a On 1-2 vI2 2-2'x10• 4W13 61AF20 Ila -ISO • r III f-0' L•. 2'-0' L6. '___4_# 1.5 9 20 If' -2I • Wa S 1-1 III 2-3"112' 4MF1 •*Flo SWSI 240-27" B o 2'-0' LG. 3'-0' LG. 4WtI3 20 6 WF 31 0 • • 2-2 ■12 !-! 1112 4MF13 •MF2 Ow: 31 3 3 • • 1-3w L6. 4'-6• L•. MF 20 BMF 31 • MF 40 36 • ■ 1-3 ■12 3-3'S I2• IAF 20 B1AF31 6NF40 09 Sir, 1 r -o` L6. 4'-o•L6. NF:o •1AF31 IOY1F4! OWNER'S REPRESENTATIVE FOR WRITTEN APPROVAL PRIOR TO COMMENC;iNO CONSTRUCTION. 3. APPROVAL SHALL BE OBTAINED FROM THE OWNER'S REPRESENTATIVE PRIOR TO USING MEMBERS OR PARTS OF THE TEMPORARY SUPPORT DIFFERENT THAN - DETAILED. �:• AOPt i. TEMPORARY SUPPORTS ARE TO BE PAID UNDER THE APPLICABLE PIPE ITEM. W TAIL 's" =mowc 7?00,A0-:00p -o* �� 3 iV0 _,SC*LE' Q; f 17 70AI v. J III OA A CUCAMONGA COUNTY WATER DISTRICT /VO 5C.41 -E DATE /gyp CALIFORNIA CITY OF FONTANA, �1■T REVISIONS PUBLIC WORKS DEPARTMENT DRAWN Y SEWER PLAN SCALE= J- P. NORM DESIGNED 8 ETIWANDA 36L AIRWAY AVENUECOSA MESA, CALIRNA 92675(714) 31a-ISTRiC J. , INTERCEPVERT. CML ENGINEERM LAND MANNIM 0 LAND SURVEMIG CHECKED BY METER MANHODATE:E PREPARED UNDER THE SUPERVISION OF: ,/lJNE 1986 APPROVED 9''M'�o30 / JOB NO. DR. NO. SHT• N0. /8 OFFICE ENGINEER 2*�-�' SATE 3586 A Mole 30 OHN SIMS R.C.E. 20344 ATE CITY ENGINEER R.C.E. 109:32 a '