The URL can be used to link to this page

Home My WebLink About2501-6120377 of r\ J / DETAIL "A" !.: ,,I LT DWG. NO. 1774 JURUPA AVENUE SEE SHT. NO.4 OF9 FOR EXISTING 14 x 9 R.C.B. le 9AO�� THESE RECORD:DRAWINGS HAVE BEEN. PREPARED BASED ON 1NFORMATI60ROVIDED BY OTHERS At ENGINEER 'i )AIS I I NOT VERI-FIED THE ACCURACY OF 1=HIS IN0,01RMATION AND SH. SNOT BE RESPONSIBLE FOR ANY, f RROR4 G OMISSIONS '*Aft AAY BE INCORPORATED HEREIN AS A_RESULT: Le ,;Va; wi��i�-moi ,G/r-s �w X ® /0 �,11S'T,PC/GT ,vlf� .C/c7. / f�E,e L.Q. �C?,T�• ,5?,Z�- ?�GvG. 2- .� /c�2_ /B C� ST2�l�T C' B. ,�0. 3 �E.e l•.4 � c 9. �'T,t�. 9CVG. 2- .a/53 V= X1.5' CC Gv17�41 _5T !.: ,,I LT DWG. NO. 1774 JURUPA AVENUE SEE SHT. NO.4 OF9 FOR EXISTING 14 x 9 R.C.B. le 9AO�� THESE RECORD:DRAWINGS HAVE BEEN. PREPARED BASED ON 1NFORMATI60ROVIDED BY OTHERS At ENGINEER 'i )AIS I I NOT VERI-FIED THE ACCURACY OF 1=HIS IN0,01RMATION AND SH. SNOT BE RESPONSIBLE FOR ANY, f RROR4 G OMISSIONS '*Aft AAY BE INCORPORATED HEREIN AS A_RESULT: WINDCKESr nzive N V O NN - ,55.1 N- �5/�T7JiC-1, CATCH BASIN DETAI L OT7171Ll= REVISIONS 510MAcr 0.20" TD 6t -N cN Ma.12K W======I �w X ® /0 �,11S'T,PC/GT ,vlf� .C/c7. / f�E,e L.Q. �C?,T�• ,5?,Z�- ?�GvG. 2- .� /c�2_ /B C� ST2�l�T C' B. ,�0. 3 �E.e l•.4 � c 9. �'T,t�. 9CVG. 2- .a/53 V= X1.5' CC Gv17�41 _5T /% I �I WINDCKESr nzive N V O NN - ,55.1 N- �5/�T7JiC-1, CATCH BASIN DETAI L OT7171Ll= REVISIONS 510MAcr 0.20" TD 6t -N cN Ma.12K W======I Note to Designer, 6z FI .i 1/4"Checkered R_ 7/8'° hole Grind all exposed corners Redwood cover used where there is no possibility of wheel loads. Otherwise use Type GCP inlet. 1 Slof 3/q"x2" in Bracket t1/q" Radius One or more wall openings can be used. Location and number as ordered by the Engineer. a 6lI/4"x0' 6" R_ Washer Opening may be cast in pipe. Dia = 42'' I1 ' > _ 41 with 7/8"° Hole Tack weld IS" 24"opening T--.. of of V4` heat - treated 6NtFi,-OFFI�E�F ROJ CT ANNING ANa UESIGN 1 " Chain to lug and Brackets 10 Ctrs Max. REGIST EREO CIVIL ENGINEER NO. 13046 cover (see Note 10) � .54 x 1/q Bent Plate JULY I, 1984 1 �8holes in bracket and 4wRovEo 6A Cir1 � Ire"°x11" I' -a" = rail for 1/2" bolts GENERAL NOTES D .20d galy. nails min.ptional .i1/q"Checkered It L IIFI1 `8 1. Laddersand Ste s -None uired where"H"is less than 30 I" hde in CSP Splice dinched on the : ' cover common to inchIs.Wt� e.IHPis' 0 inche o� more,lnstall ste sorlodder DETAI oPlace pipe so hors of SEE underside CSP and conc. pipe a 2 Holes slotted with owes rung no more an inches above the floor grate will be parallel with 3"x 11/2" bars HAII 2"x 6" Redwood SEE n les I" for and highest rung not more than 12 inches below top of inlet. main surface flow 2"Typ 2"Redwood t DETAIL "F" 39' SEE Redwood cover &16 x The distance between steps or run s shall not exceed 12 Type 36R Grate 11.4" op I �i Peen end of eyebolt 1/g' a p I/2'°Bolts P g CETAIL' G" inches and shall be uniform throughout the lengthof the o 1/2 Ga �a 4 i N 0.wall. Place steps or ladder in the wall without an opening. 01 T.'D7 d Plan 3' 0 _ -' Weld 3/ "E bolts w/washers—P cu Calk Seal (See Sedan B -B 8 ¢2. Ladder ma be constructed in one len fh at I -8 for 1/o G, Y 9 o Details See Note ll) mortar o for bottom design) contractors option on R.C.P. Riser. Continuous Inlet pipe = Q SECTION D -D I I " 21/2', 3. On C.S.P. Riser, connect ladder splice late so > chain (See Note IOjed 2 " x 3/g = 1'_fj'mI Weld /2 for 1/2' Bolts P A2 r Field Joint D+ TYPE OCP or OCP I (See Note 9) Rails - joint con compress IA2" - It _______________ WITH STEEL COV 4. w1/ spp ice ate to be connected with /2 bolts :. (o o ,, - with double nuts. = ER L "H„ ;plice ate 13✓is a DETAI 2 "x3'x0' IDI' �a i I 4'-0"dia base M t° ' " 47jIb�' 1 1- i 5. Inlet i es shall not protrude J PP Dia pipe +16" I M� 1/4'Checked R R 3/8'x15 bent a o i into basin. Slot 3,r4"x21/4 os shown T 6. Except for inlets used for unction boxes, basin Join toC.S.P SECTION A -A I P 1 CTI - floors shall have a minimum I f I 1 3 from SECTION B B .... •.: ��.. 3/'esteel run s alv. s ape o 2 0 TYPE GMP I -'. ,.� %-#Bolt q(SeeNoleslond7) all directions toward outlet pipe, and a TYPE OCP or OCPI ( See Note 9) 1 /a"hole .I. I°d holes or Steel rungs wood trowel finish. WITH REDWOOD COVER •.'i. r' in pipe (See Note l) 7. Galvanizing: See Standard Specifications or Special Provisions. : <i .` I 2"x3/It x0 2' g See "Standard Plan" D77 -A and D77-8 for Cost I"x21 ' Slot in pe Type 36R Grate _ IHex R washer A°o am Place W Grate and Frame Details and Weights of 2 n pipe so bars of Squared end �� Miscellaneous Iron and Steel g grate will be parallel 2'-111/2"—I `2�/ t� with main surface flow 3' 0" (See Section B B E SECTION E -E 9 Designation of Type OCPI or OMPI Pipe Inlets for bottom design) ® on plans indicates Trash Rocks are to be furnished UPPER PART OF DETAIL IV' LADDER DETAIL and installed on all side openings. C C SECTION B -B �(�(�p� ! 10. Chain to be provided when specified. L3"x21 x3/" " l• ,_* 36"C.S.P. Riser � $ TYPE GCP 11. Calk seal with pliable mixture of sand, porilond Rivet,Spot Weld Weld 0.064"Gale. Steel cement, and emulsified asphalt (Mixture of or Tack Weld at ---- R'veir, Spot Weld WITH GRATE Plate Reinforcement (2 Regd.) I art rtland cement, 3-5 arts sand, and or Tack Weld at 11/g 5' 3' P Po P /8 points or better SECTION A -A 11/2 parts SSI emulsified asphalt.) points or better I Z"° x 3" 3 1/ to C.S.P. ID =3'-0' Weld 0.109" Thick p, Drill or cast holes to suit /q' Steel step,galy. �„ I EE = I' T116 hole in angle Steel Plate Cover and grout step in place (See Notes I and 7 ) DETAIL"B"1 f I Sbt 4'x2" U4"Checkered fE I - Var. 0.1 in shoulder location or I"# Steel step 1 ° I /2 x 8 DETAIL'a' -_ —Shoulder Ste N (See Note 1) " T` P rl/82""o ° Holes for (See Section est 1 cv G Tackweld 6" cut piece of C.S.P. around L ) d _ Balis for bottom design) 1 /g I, v 36"C.S.P. riser to provide double T M G Continuous Weld P 7n SECTION C -C ack weld 18" of 1/4' `o in. thickness and additional support ;.� Note Galvanize after heat-treated chain OIn' = under ring and grate. 1 5/8" hole fabricat !on. (See TYPE OMP or OMPI (See Note 9) to frame and cover Stub 2'12 To suit Step 2/ Note 7) 5 (See Note 10) 36"C.S.P. 0.109" Thickpipe wallPlate opening WITH STEEL COVER'.; . .t is 211/2" x 3/8' x 1'-0" 3/g' Rivets, Spot Weld or ` � • ' ' ,i Tack Weld at 1/8 points or better 3' _ 6 G;, x �c3 DETAIL IIAI1 Diameter Base To A.C. A.C. Dike p Drill I"° holes in CP; cast or drill I"° holes in TYPE ODI Dike Finish Shoulder Line = conc. pipe for I/2"° mach. bolts, cut washers. 1/2 1/"checkered R I 3/16" 1/2'R DETAILS OF TRASH RACK 4 I Slot 3/4'x 21/q" - - - 7' ca 7' i i Welded = _ 7 2.12 2:12 cover FOR PUMPING INSTALLATIONS NELYx21/Z x3/ga Q- 3/8" Rivets, Spot Weld or _ +. r'.'. = I _ �- " USE INLET TYPE OCPI or OMPI . �� 'I6 � ------------- -- Tack Weld at T �..::.:. i holes in angle 1/8 points or better Pipe Riser cM.P SECTION F -F 3'-61 R.C.P. RISER C.S.P. RISER STATE OF CALIFORNIA Diameter Base `Modified 36R DETAIL "B° TYPE ODI BASE DETAIL FOR or36RXGrate STEP DETAIL DEPARTMENT OF TRANSPORTATION PIPE RISER CONNECTION PIPE INLETS D75 APPROVAL DATE AP RI OVTY AL DATE �n �� J ��1� T � Aw- 109 EAST HUNrINGTON OR/VE MONRDI//.4, CAL/PORN/A 91016 (818) 301-4410 Approved: ROBERT OKERMAN, R.C.E. 42723, Exp.3/31/00 Date CITY OF FONTANA , CALIFORNIA PUBLIC WORKS DEPARTMENT Drawn SOUTH RI DG E VILLAGE Scale: � _ I 40 Designed by: TRACT N O . 14682 Date: yh' STORM DRAIN IMPROVEMENT PLANS Checked by: � / � y7 Dwg. No. 6 A_�Q Approve Lam/ 04 CITY ENGINEER R.C.E. 25126 2501 [/7 ® �,11S'T,PC/GT ,vlf� .C/c7. / f�E,e L.Q. �C?,T�• ,5?,Z�- ?�GvG. 2- .� /c�2_ /B C� ST2�l�T C' B. ,�0. 3 �E.e l•.4 � c 9. �'T,t�. 9CVG. 2- .a/53 V= X1.5' Gv17�41 _5T /% L'J.0/S'7•Z�l/G�T 1/E,C�T/�4G /� C'i�1i� GU/T�/ Ttp� O/�1�/ /.ULCT �v�ry �TGC'G G"Jr/G.e ��,� CAC T,2,�,�,/S ..STn .�GcJG. Z�- 7S �J� L�l�/G S SES ,�/C.2EO•C/_ /c1/ Af�165 /,/0T�f 3 Note to Designer, 6z FI .i 1/4"Checkered R_ 7/8'° hole Grind all exposed corners Redwood cover used where there is no possibility of wheel loads. Otherwise use Type GCP inlet. 1 Slof 3/q"x2" in Bracket t1/q" Radius One or more wall openings can be used. Location and number as ordered by the Engineer. a 6lI/4"x0' 6" R_ Washer Opening may be cast in pipe. Dia = 42'' I1 ' > _ 41 with 7/8"° Hole Tack weld IS" 24"opening T--.. of of V4` heat - treated 6NtFi,-OFFI�E�F ROJ CT ANNING ANa UESIGN 1 " Chain to lug and Brackets 10 Ctrs Max. REGIST EREO CIVIL ENGINEER NO. 13046 cover (see Note 10) � .54 x 1/q Bent Plate JULY I, 1984 1 �8holes in bracket and 4wRovEo 6A Cir1 � Ire"°x11" I' -a" = rail for 1/2" bolts GENERAL NOTES D .20d galy. nails min.ptional .i1/q"Checkered It L IIFI1 `8 1. Laddersand Ste s -None uired where"H"is less than 30 I" hde in CSP Splice dinched on the : ' cover common to inchIs.Wt� e.IHPis' 0 inche o� more,lnstall ste sorlodder DETAI oPlace pipe so hors of SEE underside CSP and conc. pipe a 2 Holes slotted with owes rung no more an inches above the floor grate will be parallel with 3"x 11/2" bars HAII 2"x 6" Redwood SEE n les I" for and highest rung not more than 12 inches below top of inlet. main surface flow 2"Typ 2"Redwood t DETAIL "F" 39' SEE Redwood cover &16 x The distance between steps or run s shall not exceed 12 Type 36R Grate 11.4" op I �i Peen end of eyebolt 1/g' a p I/2'°Bolts P g CETAIL' G" inches and shall be uniform throughout the lengthof the o 1/2 Ga �a 4 i N 0.wall. Place steps or ladder in the wall without an opening. 01 T.'D7 d Plan 3' 0 _ -' Weld 3/ "E bolts w/washers—P cu Calk Seal (See Sedan B -B 8 ¢2. Ladder ma be constructed in one len fh at I -8 for 1/o G, Y 9 o Details See Note ll) mortar o for bottom design) contractors option on R.C.P. Riser. Continuous Inlet pipe = Q SECTION D -D I I " 21/2', 3. On C.S.P. Riser, connect ladder splice late so > chain (See Note IOjed 2 " x 3/g = 1'_fj'mI Weld /2 for 1/2' Bolts P A2 r Field Joint D+ TYPE OCP or OCP I (See Note 9) Rails - joint con compress IA2" - It _______________ WITH STEEL COV 4. w1/ spp ice ate to be connected with /2 bolts :. (o o ,, - with double nuts. = ER L "H„ ;plice ate 13✓is a DETAI 2 "x3'x0' IDI' �a i I 4'-0"dia base M t° ' " 47jIb�' 1 1- i 5. Inlet i es shall not protrude J PP Dia pipe +16" I M� 1/4'Checked R R 3/8'x15 bent a o i into basin. Slot 3,r4"x21/4 os shown T 6. Except for inlets used for unction boxes, basin Join toC.S.P SECTION A -A I P 1 CTI - floors shall have a minimum I f I 1 3 from SECTION B B .... •.: ��.. 3/'esteel run s alv. s ape o 2 0 TYPE GMP I -'. ,.� %-#Bolt q(SeeNoleslond7) all directions toward outlet pipe, and a TYPE OCP or OCPI ( See Note 9) 1 /a"hole .I. I°d holes or Steel rungs wood trowel finish. WITH REDWOOD COVER •.'i. r' in pipe (See Note l) 7. Galvanizing: See Standard Specifications or Special Provisions. : <i .` I 2"x3/It x0 2' g See "Standard Plan" D77 -A and D77-8 for Cost I"x21 ' Slot in pe Type 36R Grate _ IHex R washer A°o am Place W Grate and Frame Details and Weights of 2 n pipe so bars of Squared end �� Miscellaneous Iron and Steel g grate will be parallel 2'-111/2"—I `2�/ t� with main surface flow 3' 0" (See Section B B E SECTION E -E 9 Designation of Type OCPI or OMPI Pipe Inlets for bottom design) ® on plans indicates Trash Rocks are to be furnished UPPER PART OF DETAIL IV' LADDER DETAIL and installed on all side openings. C C SECTION B -B �(�(�p� ! 10. Chain to be provided when specified. L3"x21 x3/" " l• ,_* 36"C.S.P. Riser � $ TYPE GCP 11. Calk seal with pliable mixture of sand, porilond Rivet,Spot Weld Weld 0.064"Gale. Steel cement, and emulsified asphalt (Mixture of or Tack Weld at ---- R'veir, Spot Weld WITH GRATE Plate Reinforcement (2 Regd.) I art rtland cement, 3-5 arts sand, and or Tack Weld at 11/g 5' 3' P Po P /8 points or better SECTION A -A 11/2 parts SSI emulsified asphalt.) points or better I Z"° x 3" 3 1/ to C.S.P. ID =3'-0' Weld 0.109" Thick p, Drill or cast holes to suit /q' Steel step,galy. �„ I EE = I' T116 hole in angle Steel Plate Cover and grout step in place (See Notes I and 7 ) DETAIL"B"1 f I Sbt 4'x2" U4"Checkered fE I - Var. 0.1 in shoulder location or I"# Steel step 1 ° I /2 x 8 DETAIL'a' -_ —Shoulder Ste N (See Note 1) " T` P rl/82""o ° Holes for (See Section est 1 cv G Tackweld 6" cut piece of C.S.P. around L ) d _ Balis for bottom design) 1 /g I, v 36"C.S.P. riser to provide double T M G Continuous Weld P 7n SECTION C -C ack weld 18" of 1/4' `o in. thickness and additional support ;.� Note Galvanize after heat-treated chain OIn' = under ring and grate. 1 5/8" hole fabricat !on. (See TYPE OMP or OMPI (See Note 9) to frame and cover Stub 2'12 To suit Step 2/ Note 7) 5 (See Note 10) 36"C.S.P. 0.109" Thickpipe wallPlate opening WITH STEEL COVER'.; . .t is 211/2" x 3/8' x 1'-0" 3/g' Rivets, Spot Weld or ` � • ' ' ,i Tack Weld at 1/8 points or better 3' _ 6 G;, x �c3 DETAIL IIAI1 Diameter Base To A.C. A.C. Dike p Drill I"° holes in CP; cast or drill I"° holes in TYPE ODI Dike Finish Shoulder Line = conc. pipe for I/2"° mach. bolts, cut washers. 1/2 1/"checkered R I 3/16" 1/2'R DETAILS OF TRASH RACK 4 I Slot 3/4'x 21/q" - - - 7' ca 7' i i Welded = _ 7 2.12 2:12 cover FOR PUMPING INSTALLATIONS NELYx21/Z x3/ga Q- 3/8" Rivets, Spot Weld or _ +. r'.'. = I _ �- " USE INLET TYPE OCPI or OMPI . �� 'I6 � ------------- -- Tack Weld at T �..::.:. i holes in angle 1/8 points or better Pipe Riser cM.P SECTION F -F 3'-61 R.C.P. RISER C.S.P. RISER STATE OF CALIFORNIA Diameter Base `Modified 36R DETAIL "B° TYPE ODI BASE DETAIL FOR or36RXGrate STEP DETAIL DEPARTMENT OF TRANSPORTATION PIPE RISER CONNECTION PIPE INLETS D75 APPROVAL DATE AP RI OVTY AL DATE �n �� J ��1� T � Aw- 109 EAST HUNrINGTON OR/VE MONRDI//.4, CAL/PORN/A 91016 (818) 301-4410 Approved: ROBERT OKERMAN, R.C.E. 42723, Exp.3/31/00 Date CITY OF FONTANA , CALIFORNIA PUBLIC WORKS DEPARTMENT Drawn SOUTH RI DG E VILLAGE Scale: � _ I 40 Designed by: TRACT N O . 14682 Date: yh' STORM DRAIN IMPROVEMENT PLANS Checked by: � / � y7 Dwg. No. 6 A_�Q Approve Lam/ 04 CITY ENGINEER R.C.E. 25126 2501 [/7