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Home My WebLink About1865-440 �- '37 94.77 -Fc—F. S. �5 or r. E 'STORM DRAIN TRENCH DETAIL_ -- 136°.SS'SB" TOP OF BEDD I N6 D UNLESS OTHERN I SE Bedding S shall be cowposed of sand or other granular Bedding A ON SEMEN MONOSSON IF ..... L'42. 41• l crushed rock, No. 3 or No. 4 concrete aggregate or Englneer, and shall be completed prior to placing ,, balance of backfill. SOMME RELIEF SWALE pETAILS 0 MENEM= NEI LE listed with a gradation no coarser than that Concrete backfill, where called for on Std. Ong. 2-0213 35 concrete aggregate shall be used for pipe 27 or where specified on the project drawings, shall be zor/or PAD ,EL46V. on 0 0 mom I ME shall be used for pipe smaller than 27 Inches In pipe. Concrete backfill shall be used for R.C.P. and diameter. milsomsissomm N�� 41' RPLANE 9/. 42' 0 so 'i iii ism 'INS /15 D' MIN. BEDDING MATERIAL BELOW BOTTOM OF PIPE ,Z W Q IDAD 'ELL _ 984 7 ■� SHALL BE 1/12 D' FOR PIPES 39' AND I■i�ii� e. MINES ERIN 4056 fURVE LESS THAN 39' IN DIAMETER. IN NO CASE XCAVATION TO THIS LINE PERMITTED. SHALL IT BE LESS THAN i' BELOW ANY BELL 0 KNUCKLE ZZ/Z61f,5WTN 0 0 immmm=m n is MO TANGENTC MMENT 0 BEENE, in mom C ME MEME MINES M IMMISM 144 MINES ENO IEEE ME MEN 0 F ME SEMEN SO on ME M on Sol IMMEM 11 MOSHE MENNEN MMMMsMM1F--, in NEW% -9 MEN M IMENES ME MINIMUM Vq ESSEN '00 Mol imosom 00 on 0 Mal Is I Em SmMENmmOON.El -.��.� s imNmOoM0E � .. ME In -31 on MM loans SOMEONE M somommons MENOMINEE Elm MOSE MEMME�m�NEEI NNE MEMO M 0 0 0 419 $0P 9, t E R-, -3. po-, 0 M Mff,:w ; SIMMONS! I MEN HIMEME 0 LIM, IN on W in mom ME oxvi 0 MI 0 in MEN mom Sol 11 Ew SEEM ESSEN mm= SEEM MENEM SEEN on an SEEM loss M ME ME NONE son MENEM INEEME ommmoommon 0 ONES 40 �- cb o /5'S�wE'� E�,SE/Y/EiV T LO T: O/-5.4,71 ( 6 O r-9 SAO KA - a» �- , 7' /8' /8' 7 ,.d AC ROAD ■tom NMI 'onslim IIIIIIIIIIIII11W WERE 01 we, =510111111 ME= so, 10410,91 El Jif A C) C111ZVtY ROAD &"-A 7' RZ�TD,i5V7%AL P/il,�l�Y�Y PEPCi77 Or-AVAITAX/-1 erANOA,E'D GL�'WZ _-- (ACfis/Cr Z0C..4r/O/V r0 ge DET,G�ii'�!/LVED A'T 7-1 OF T/ME Ac �T,PIIC�/oil/> IO - STREET i.r�HT- Sg00 LuMEiV H/sH sOCiuM 4-AM)M, Colt1eA HEAD -S W�G"L�T OFA LENSE L/6HT �'/XTU�E. INSTALS --Ea SY S. G_E . �- COti/5"7-,euGT ,�,4 M F'E� G U�1S �ETU�N PE.e G/TY O Fs FONTA NA STD. /O¢ . GONSTeUCT ¢1' 7wle-/C C'ONC,QETE S/OEwAe-K W10TH AAIC) C..00AT/ON PES PLAN. CONST RZU4:=T S7 -A N1A=).4 e D C,eOS� GZJ 1 f 4ERt ANO SP iVN ,p,pELL F'EAe P"ONTi4 NA 1ftT D. l 04L c-ONSTZLICT OOIVCCETE cU0eB AND d&UTTEP- 4L*G"4C.1ff'. faE�e C17-y67FF"ON7'ANA sTp. 100 COArS'TieLIGT A" AC. OVE-Z /2" COMPACTED NAT/V� �OrL. CONSTRUCTION NOTES: 11mirmw"011MI 16 F/,00ZELB410 ROAD A.,, BENCH MARK: ,C. R. 5PIle-E 0^/ IPP40 4074320 AT THE /A/TEAP-SL—GT/OA! OF u/URUPA AVE. AA10 MULAREM1EY AVE. EL.EV. 4716.40 . REVISIONS 1APPROVAL I DA� IACITY PPR VALIDATE moil W��Wjmm IBM MM '37 94.77 -Fc—F. S. �5 or r. E 'STORM DRAIN TRENCH DETAIL_ -- 136°.SS'SB" TOP OF BEDD I N6 D UNLESS OTHERN I SE Bedding S shall be cowposed of sand or other granular Bedding A x..... '42. 41' 36 h ..... L'42. 41• l crushed rock, No. 3 or No. 4 concrete aggregate or Englneer, and shall be completed prior to placing ,, balance of backfill. otherwise RELIEF SWALE pETAILS 34 33 listed with a gradation no coarser than that Concrete backfill, where called for on Std. Ong. 2-0213 35 concrete aggregate shall be used for pipe 27 or where specified on the project drawings, shall be zor/or PAD ,EL46V. h 420-C-2000 concrete poured wall to wall of trench from gradation og � V shall be used for pipe smaller than 27 Inches In pipe. Concrete backfill shall be used for R.C.P. and diameter. N�� 41' RPLANE 9/. 42' TREE k ? ,cor 9 /15 D' MIN. BEDDING MATERIAL BELOW BOTTOM OF PIPE ,Z W Q IDAD 'ELL _ 984 7 DDING A SHALL BE 1/12 D' FOR PIPES 39' AND cb o /5'S�wE'� E�,SE/Y/EiV T LO T: O/-5.4,71 ( 6 O r-9 SAO KA - a» �- , 7' /8' /8' 7 ,.d AC ROAD ■tom NMI 'onslim IIIIIIIIIIIII11W WERE 01 we, =510111111 ME= so, 10410,91 El Jif A C) C111ZVtY ROAD &"-A 7' RZ�TD,i5V7%AL P/il,�l�Y�Y PEPCi77 Or-AVAITAX/-1 erANOA,E'D GL�'WZ _-- (ACfis/Cr Z0C..4r/O/V r0 ge DET,G�ii'�!/LVED A'T 7-1 OF T/ME Ac �T,PIIC�/oil/> IO - STREET i.r�HT- Sg00 LuMEiV H/sH sOCiuM 4-AM)M, Colt1eA HEAD -S W�G"L�T OFA LENSE L/6HT �'/XTU�E. INSTALS --Ea SY S. G_E . �- COti/5"7-,euGT ,�,4 M F'E� G U�1S �ETU�N PE.e G/TY O Fs FONTA NA STD. /O¢ . GONSTeUCT ¢1' 7wle-/C C'ONC,QETE S/OEwAe-K W10TH AAIC) C..00AT/ON PES PLAN. CONST RZU4:=T S7 -A N1A=).4 e D C,eOS� GZJ 1 f 4ERt ANO SP iVN ,p,pELL F'EAe P"ONTi4 NA 1ftT D. l 04L c-ONSTZLICT OOIVCCETE cU0eB AND d&UTTEP- 4L*G"4C.1ff'. faE�e C17-y67FF"ON7'ANA sTp. 100 COArS'TieLIGT A" AC. OVE-Z /2" COMPACTED NAT/V� �OrL. CONSTRUCTION NOTES: 11mirmw"011MI 16 F/,00ZELB410 ROAD A.,, BENCH MARK: ,C. R. 5PIle-E 0^/ IPP40 4074320 AT THE /A/TEAP-SL—GT/OA! OF u/URUPA AVE. AA10 MULAREM1EY AVE. EL.EV. 4716.40 . REVISIONS 1APPROVAL I DA� IACITY PPR VALIDATE moil W��Wjmm IBM MM STORM DRAIN TRENCH DETAIL CASE IIi 20.00' 3/.35' /9.94' 'STORM DRAIN TRENCH DETAIL_ -- 136°.SS'SB" TOP OF BEDD I N6 D UNLESS OTHERN I SE Bedding S shall be cowposed of sand or other granular Bedding A shall be cMosed of sand, 3/4 -Inch or i/2 -inch material as specified unless otherwise approved by the crushed rock, No. 3 or No. 4 concrete aggregate or Englneer, and shall be completed prior to placing gravel, or other granular material as specified, unless balance of backfill. otherwise approved by the Engineer. Any of the EXCAVATED DAW OR SHEETING materials listed with a gradation no coarser than that Concrete backfill, where called for on Std. Ong. 2-0213 of No. 3 concrete aggregate shall be used for pipe 27 or where specified on the project drawings, shall be Inches in diameter and larger, and materials with a 420-C-2000 concrete poured wall to wall of trench from gradation no coarser than that of 1/2 -Inch crushed rock top of Bedding A to a minimum depth of 4' over top of shall be used for pipe smaller than 27 Inches In pipe. Concrete backfill shall be used for R.C.P. and diameter. A.C.P. as required an Std. Dwg. No. 2-0213. STORM DRAIN TRENCH DETAIL L CASE IIi 20.00' 3/.35' /9.94' REINFORCED CONCRETE PIPE 136°.SS'SB" TOP OF BEDD I N6 D UNLESS OTHERN I SE 1416-571 - U 1KFZ11FY 117E _ BAC" ILL AS SPECIFIED NOTED IN THE SPECIFICATIONS. 3e..OD' 59.37' 37..98' 1e CUR VE I W F ' - W 62.09' 25.4Y' EXCAVATED DAW OR SHEETING 990�OD'OD" AS R12Qu iste-V QED KDDING A TO FIT CURVATURE AND CU/?/3 It'ETL/1P/V MS ADE OF IPE. TYPE OF REED AND THE E YZU,C6 ,C[/RIVE F METHOD OF USE TO BE APPROVED BY THEBEDDING 437.00' /33.26' 67. /5' B ENGINEER. 22'43'09" 455.90' /80.42' 9/. 42' ZL//,'YE D 20°50'23" /15 D' MIN. BEDDING MATERIAL BELOW BOTTOM OF PIPE [UR.B ZU/ZY�' '�'� DDING A SHALL BE 1/12 D' FOR PIPES 39' AND LARGER IN DIAMETER, AND 4' FOR PIPES 4056 fURVE LESS THAN 39' IN DIAMETER. IN NO CASE XCAVATION TO THIS LINE PERMITTED. SHALL IT BE LESS THAN i' BELOW ANY BELL 2/.,35 KNUCKLE ZZ/Z61f,5WTN 101 OR COLLAR. RAD I US LENGTH TANGENTC MMENT L 39 "43'10 " 20.00' 3/.35' /9.94' KNUCKLE ZU/T9 �PETL/R K 136°.SS'SB" 59.99' /.f8.62, 1416-571 - U 1KFZ11FY 117E _ d 159'49'/2" 3e..OD' 59.37' 37..98' 1e CUR VE I 23'153'23" 62.09' 25.4Y' /2.93' 990�OD'OD" 20 0D' x/.42' 20.00' CU/?/3 It'ETL/1P/V E YZU,C6 ,C[/RIVE F /7�ZB'2/" 437.00' /33.26' 67. /5' W'LY CL/?9 Z-zl",E E 22'43'09" 455.90' /80.42' 9/. 42' ZL//,'YE D 20°50'23" 62.00' 22.59 11.40' [UR.B ZU/ZY�' '�'� /4/°20'01" 4056 fURVE Q 93°44'20" 29..OD' 32.72' 2/.,35 KNUCKLE ZZ/Z61f,5WTN 101 RAD I US LENGTH TANGENTC MMENT Mc CUTCHAN CO., INC. 2695 MATARO STREET (818) 568-2474 PASADENA, CALIFORNIA 91107 Approved: &11-610 GERALD E. TUTT R.C.E. 14375 EXP. 3/31/93 fiate D rawn by: C.A . Designed by. C.A. Checked by. C. A. CASE III BEDDING BACKFILL AROUND PIPE (a) 'W OF SPRINGING LINE SHALL NOT BE LESS THAN THE FOLLOWING: 6' FOR PIPE 60' OR LESS IN DIAMETER, 10' FOR PIPE 63' TO 108' INCLUSIVE IN DIAMETER, AND 12' FOR PIPE LARGER THAN 108' IN DIAMETER. THESE DIMENSIONS NAY INCLUDE THE THICKNESS OF ANY SHEETING. (b) WHERE COVER IS 10' OR LESS, 'N' MEASURED AT THE TOP OF THE PIPE MAY BE ANY DIMENSIONS GREATER THAN THE ABOVE SPECIFIED MINIMUM, UNLESS OTHERWISE SPECIFIED ON THE PROJECT DRAWING. (c) WHERE COVER IS GREATER THAN 10' 'IF MEASURED AT THE TOP OF THE PIPE SHALL NOT BE GREATER THAN 10' FOR PIPE 108' IN DIAMETER OR LESS, OR 12' FOR PIPE OVER 108' IN DIAMETER UNESS THE CONTRACTOR AT HIS OWN EXPENSE PROVIDES CASE I BEDDING OR STRONGER PIPE. THESE DIMENSIONS INCLUDE THE THICKNESS OF ANY SHEETING. .A NO. 14379 sr�� iV1� OF CA�.�F4 CITY OF FONTANA , CALIFORNIA PUBLIC WORKS DEPARTMENT SOUTHRIDGE VILLAGE Scale: /� I � � = 4O� TRACT NO. 14 240 Date: STREET IMPROVEMENT PLANS �,�jL D wg. No. 4 Approved:_ �OS 9 INTERIM CITY ENGINEER R.C.E. 25126