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Home My WebLink About3700-4E BARS -2 ABOVE 8 2 BELOW OPENING PLAN CORNER CONNECTION P��O @300 mm / � �� (12') MlN. Q A+- 75 mm (3') R'ZiX\\, \Z> < X'/' I X\ D BARS -2 ABOVE 5 2 BELOW OPENING 300 mm ` (12') MIN. 1 I \ `--15M 0 450 mm �\ 04 Q 18') C BARS h PLAN SIDE CONNECTION AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER PROMULGATED BY C BARS 15M a 450 mm - CONNECTION 308-1 (04 a 180) 300 mm (120) MIN. REV' 1998 SHEET 1 OF 2 75 mm (3') MIN. 190 mm (7 1/2') .n ' • ~ N 375 mm (15') 115 mm (4 1/4') 1125 mm (451 190 mm (7 3/42) 450 mm (18') 115 mm (4 1/2') 1200 mm (48') 215 mm (81 525 mm (211 140 mm (5') 1275 mm (51.1 215 mm (8 1/22) 600 mm (241 / A 300 mm (12') MIN. 240 mm (9') 675 mm (27') 140 mm (5 1/2') t 240 mm (9 1/4') 750 mm (30') 165 mm (6') 1500 mm (60') 240 mm (9 1/2') 825 mm (331 ° C1 260 mm (100) 900 mm (361 165 mm (6 1/2') 1650 mm (66') 260 mm (10 1/40) 975 mm (39') •� 1725 mm (690) 280 mm (10 3/4') �' .--Connecting ring L76 mm x 76 mm x 1800 mm (72') M a ,' 6.4 mm shop riveted, spotwelded or o - = tackwelded to 1200 mm CMP BARS -2 ABOVE a 0 0.3 m Max C -C 2 BELOW OPENING '- 3-813 15M 0 450 mm 15M a 450 mm (*4 Q 18') (+4 0 188) evenly �1 C BARS SECTION A -A PLAN CORNER CONNECTION P��O @300 mm / � �� (12') MlN. Q A+- 75 mm (3') R'ZiX\\, \Z> < X'/' I X\ D BARS -2 ABOVE 5 2 BELOW OPENING 300 mm ` (12') MIN. 1 I \ `--15M 0 450 mm �\ 04 Q 18') C BARS h PLAN SIDE CONNECTION AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER PROMULGATED BY MONOLITHIC CATCH BASiN STANDARD PLAN METRIC PUBLIC WORKS STANDARDSRDS INC., GREENBOOK COMMITTEE CONNECTION 308-1 198a �e DB E BARS 300 mm (12') REV' 1998 SHEET 1 OF 2 USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION T U U1l] \ / r uv Liu I TOLL FREE 1-800-227-2600 o A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT a REV. REVISION DESCRIPTION STRUCTURAL DATA B t C BARS DaE BARS B t C BARS DB E BARS 300 mm (12') 115 mm (41 tD 0 E of U" 0 `n to LO 1050 mm (42') 190 mm (7 1/2') �D b -- E o a • ~ N 375 mm (15') 115 mm (4 1/4') 1125 mm (451 190 mm (7 3/42) 450 mm (18') 115 mm (4 1/2') 1200 mm (48') 215 mm (81 525 mm (211 140 mm (5') 1275 mm (51.1 215 mm (8 1/22) 600 mm (241 140 mm (5 1/4') 1350 mm (54') 240 mm (9') 675 mm (27') 140 mm (5 1/2') 1425 mm (57') 240 mm (9 1/4') 750 mm (30') 165 mm (6') 1500 mm (60') 240 mm (9 1/2') 825 mm (331 165 mm (6 1/4') 1575 mm (63') 260 mm (100) 900 mm (361 165 mm (6 1/2') 1650 mm (66') 260 mm (10 1/40) 975 mm (39') 190 mm (71 1725 mm (690) 280 mm (10 3/4') �' .--Connecting ring L76 mm x 76 mm x 1800 mm (72') 280 mm (118) FOR B GREATER THAN 1800 mm (720) SEE PROJECT PLAN NOTES I. REINFORCING STEEL SHALL BE 40 mm (1-1/2') CLEAR FROM FACE OF CONCRETE UNLESS OTHERWISE SHOWN. 2. REINFORCING STEEL FOR INSIDE FACE OF CATCH BASIN SHALL BE CUT AT CENTER OF OPENING AND BENT INTO WALLS OF MONOLITHIC CATCH BASIN CONNECTION- REINFORCING STEEL FOR OUTSIDE FACE OF CATCH BASIN SHALL BE CUT 50 mm (20) CLEAR OF OPENING. 3. CONNECTION SHALL BE PLACED MONOLITHIC WITH CATCH BASIN. THE ROUNDED EDGE OF OUTLET SHALL BE CONSTRUCTED BY PLACING CONCRETE WITH THE SAME CLASS OF CONCRETE AS THE CATCH BASIN AGAINST A CURVED FORM WITH A RADIUS OF 75 mm (3"). 4. CONNECTIONS SHALL BE CONSTRUCTED WHEN: (A) PIPES INLET OR OUTLET THROUGH CORNER OF CATCH BASIN (B) ANGLE A FOR PIPES THROUGH 750 mm (30") IN DIAMETER IS LESS THAN 70 DEGRESS OR GREATER THAN 110 DEGREES. 5. DIMENSIONS SHOWN ON THIS PLAN FOR METRIC AND ENGLISH UNITS ARE NOT EXACT EQUAL VALUES. IF METRIC VALUES ARE USED, ALL VALUES USED FOR CONSTRUCTION SHALL BE METRIC VALUES. EXCEPT REINFORCING BARS SIZES IN ENGLISH UNITS MAY BE SUBSTITUTED FOR METRIC BAR SIZES. IF ENGLISH UNITS ARE USED, ALL VALUES USED FOR CONTRUCTION SHALL BE ENGLISH UNITS. AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER STANDARD PLAN METRIC 308-1 MONOLITHIC CATCH BASIN CONNECTION .---See SHEET 2 OF 2 DATE I ENGR.I CiTY I DATE SHOULD CONSTRUCTION OF REQUIRED IMPROV NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, THE CITY EN(INEER MAY REQUIRE REVISIONS TO THE PLANS TO BRING THEM INTO CONFORMANCE WITH CONDITIONS AND STANDARDS IN EFFECT 4- 22 mm 0 x 300 bolts on 1.33 m bol I 1 E� A I_I m_ I Junctic headwall i headwallm ,e 38 mm x 184 mm board prope headwall PLAN Clamp debris rack cage to unperforated section of riser 38 mm x 184 mm board prope —_ — BASIS OF BEARINGS: THE NORTH UNE OF THE SOUTHEAST QUARTER OF SECTION 36, TIN, RK S.B.M. AS SHOWN ON TRACT 16568, MB 300/59-62, BEiNG N 89'59'12"E ORIGINAL BENCHMARK PREPARED FOR: CiTY OF FONTANA BM -361 R.R. SPIKE IN PP NO. 1536697E AT THE SW CORNER CiTY OF FONTANA OF BASELINE AVENUE AND SULTANA AVENUE. 8353 SiERRA AVENUE ELEVATION: 1365.01, SINCE DESTROYED FONTANA, CA 92335 SITE BENCHMARK (909) 350-7610 SW CORNER, SEC. 31, TIN., R.5W., S.BM.-2" I.P. FAX (909) 350-6618 WITH BRASS CAP, C.S.M. AT THE INTERSECTION OF BASELINE AVENUE AND CITRUS AVENUE. QEVATIOM 139116 CMP RISER AND JUNCTION BOX PLAN et rfc 1 —T Bend out to j -h concrete form opening co sting pipe Cut or burn -�\ `1k ao W 'h concrete r„- T . „ - Backfill to 1.5 m above FL or as directed by the Engineer ` Clamp debris rack cage to unperforated section of riser See Detal I A 1 o �\ 250 mm Slots. at quarter E points around circumference, EI - 0.8 m row spacing, stagger cc alternate rows C; - OG t tandard 1200 mm CMP 0 E `✓ ut or burn pipe 0 �L Grout U� 1 A- _- , Concrete fillet Prepared By: ALLARD ENGINEERING Civil Engineering - Land Survging - Land Planning 8253 Sierra Avenue Fontana, California 92335 1909) 356-1815 Fax (909) 356-1795 David S. Hammer, A.C.E. 43976 Date (expires 6/30/2007) J `' L n a SECTION B -B CMP RiSER TYPE B 7 -Top bars same as posts. 1 -weld to end posts both sides Spotweld each post 4 places 0 N x 200 mm of 1200 mm CMP Spotweld each post 4 places -200 mm Band coupler HW & pipe FRONT VIEW (750 mm Max) H = 22 Posts- 1.8 m or 2.4 m lengths use 50 mm pipe or L51 mm x 51 mm x 4.8 mm (Galvanized steel or aluminum) DEBRIS RACK CAGE QRpFESS /0� S. H'44 oP �� tic 2 DRAWN BY: W NO. 43976 mAE * Exp. 6/30/07 * DESiGNE_EED BY: 17 C 1 v t ��\P CHECKED BY: OF CA L \ F O DSH STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION PIPE RISER WITH DEBRIS RACK CAGE NO SCALE ALL DIMENSIONS ARE IN MILLIMETERS UNLESS OTHERWISE SHOWN CITY OF FONTANA CALIFORNIA CAPITAL IMPROVEMENT PROJECT PHASE IIA STORM DRAIN IMPROVEMENT PLANS SCALE: WALNUT AVENUE DATE:AS NOTED VITA STANDAR &- P RISER DETAIL MARCH, zoos 'APPR V BY: DRAWING NO.: 4 �O CITY ENGIN110 R.C.E. 51152 37� 7 FILENAME: M:\dwg\14908\FINAL DESIGN\STORM DRAiN\PHASEiIA\WALNUTAVESD4.d .---See Detal I A �--- _E� M 0 250 mm at enceter points OC'; } around circumfer0.8 Backfill to I spacing, stagger alternate rows 1.5 m above o FL or as directed +II ff - - by the 1 E 1LO �' .--Connecting ring L76 mm x 76 mm x Engineer - -- - - 250 TYP ,' 6.4 mm shop riveted, spotwelded or o - = tackwelded to 1200 mm CMP -i 0 0.3 m Max C -C 3-813 evenly spaced Conc -- -- > fi I let 5-013 0230 mm ° HW & pipe N ;� , it-,- (750 mm Max) 200 -- 4 p evenly spaced I 1.3 m 1 SECTION A -A BASIS OF BEARINGS: THE NORTH UNE OF THE SOUTHEAST QUARTER OF SECTION 36, TIN, RK S.B.M. AS SHOWN ON TRACT 16568, MB 300/59-62, BEiNG N 89'59'12"E ORIGINAL BENCHMARK PREPARED FOR: CiTY OF FONTANA BM -361 R.R. SPIKE IN PP NO. 1536697E AT THE SW CORNER CiTY OF FONTANA OF BASELINE AVENUE AND SULTANA AVENUE. 8353 SiERRA AVENUE ELEVATION: 1365.01, SINCE DESTROYED FONTANA, CA 92335 SITE BENCHMARK (909) 350-7610 SW CORNER, SEC. 31, TIN., R.5W., S.BM.-2" I.P. FAX (909) 350-6618 WITH BRASS CAP, C.S.M. AT THE INTERSECTION OF BASELINE AVENUE AND CITRUS AVENUE. QEVATIOM 139116 CMP RISER AND JUNCTION BOX PLAN et rfc 1 —T Bend out to j -h concrete form opening co sting pipe Cut or burn -�\ `1k ao W 'h concrete r„- T . „ - Backfill to 1.5 m above FL or as directed by the Engineer ` Clamp debris rack cage to unperforated section of riser See Detal I A 1 o �\ 250 mm Slots. at quarter E points around circumference, EI - 0.8 m row spacing, stagger cc alternate rows C; - OG t tandard 1200 mm CMP 0 E `✓ ut or burn pipe 0 �L Grout U� 1 A- _- , Concrete fillet Prepared By: ALLARD ENGINEERING Civil Engineering - Land Survging - Land Planning 8253 Sierra Avenue Fontana, California 92335 1909) 356-1815 Fax (909) 356-1795 David S. Hammer, A.C.E. 43976 Date (expires 6/30/2007) J `' L n a SECTION B -B CMP RiSER TYPE B 7 -Top bars same as posts. 1 -weld to end posts both sides Spotweld each post 4 places 0 N x 200 mm of 1200 mm CMP Spotweld each post 4 places -200 mm Band coupler HW & pipe FRONT VIEW (750 mm Max) H = 22 Posts- 1.8 m or 2.4 m lengths use 50 mm pipe or L51 mm x 51 mm x 4.8 mm (Galvanized steel or aluminum) DEBRIS RACK CAGE QRpFESS /0� S. H'44 oP �� tic 2 DRAWN BY: W NO. 43976 mAE * Exp. 6/30/07 * DESiGNE_EED BY: 17 C 1 v t ��\P CHECKED BY: OF CA L \ F O DSH STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION PIPE RISER WITH DEBRIS RACK CAGE NO SCALE ALL DIMENSIONS ARE IN MILLIMETERS UNLESS OTHERWISE SHOWN CITY OF FONTANA CALIFORNIA CAPITAL IMPROVEMENT PROJECT PHASE IIA STORM DRAIN IMPROVEMENT PLANS SCALE: WALNUT AVENUE DATE:AS NOTED VITA STANDAR &- P RISER DETAIL MARCH, zoos 'APPR V BY: DRAWING NO.: 4 �O CITY ENGIN110 R.C.E. 51152 37� 7 FILENAME: M:\dwg\14908\FINAL DESIGN\STORM DRAiN\PHASEiIA\WALNUTAVESD4.d