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HomeMy WebLinkAbout4850-5CUTTING STANDARD LENGTHS OF PIPE. 7. STEPS 'SHALL -BE LOCATED AS SHOWN. IF THE CONNECTOR PIPE kNTERFERES MATH THE STEPS, THEY SHALL RE -LOCATED AT THE- CENTERLINE OF THE DOWNSTREAM GRATING. STEPS SHALL BE SPACED 300. mm 02"APART. 'THE TOP STEP SHALL BE 175 mm (75 aELOw THE TOP OF THE GRATING AND PROJECT 65 mm (2 1/2"). ALL OTHER STEPS SHALL PROJECT 130 mm(S"). S. THE FOLLOWING SPPWO ARE INCORPORATED HEREIN: 308 MONOLITHIC CATCH BASIN. CONNECTION 309 CATCH BASIN REINFORCEMENT 311 FRAME AND GRATING. FOR CATCH BASINS -835 STEEL STEP 636 POLYPROPYLENE PLASTIC STEP STRUCTURAL DATA IE WALL AND NOTES: STANDARD PLANS 'FOR:.'PUSUC WORKS CONSTRUCTION A 0CPRESSE0, DRIVEWAY CURB NO. OF MAX STA OM0 PLAN 303- 3.CTI CURBSIDE GRAYLING CATCH BASIN GRATE CURB CURB FACE + H GRATES 1. SURFACE OF -ALL EXPOSED CONCRETE SHALL CONFORM IN SLOPI= GRADE. COLOR, FINISH, AND SCORING TO THE EXISTING OR PROPOSED CURB ADJACENT TO THE BASIN. t FRAME AND �GRpYING .• ' -2. ALL CURVED CONCRETE SURFAOES SHALL BE FORMED BY CURVED FORMS, AND SHALL NOT 8E � �py Fy �, y e� s m � � � ~ A � Na89984 �'•�30'7z r �9�. ��v��` °f ��� - - rKE ENGINEERING, INC. -' 2305 CHICAGO AVENUE RIVERSIDE, CA 92507 (951) 680-0440 BRING FAX (951) 680-0490 GRADING IMPROVEMENT PLANS CAMPUS PARKING LOT PROJECT +� ... I STREET, GUTTER,,ION . , 1-2 SHAPED BY PLASTERING. 4' 150 mm 6" N LOC I. ( LOCAL DEPRESSION 5 mm (1,14") TIE SR1RFAt 1-2 3. FLOOR OF BASIN SHALL BE GIVEN A STEEL TROWEL FINISH AND SHALI. I•fAWE A LONGI'111901NAL 1111 200 ,mm 8" s . i .STEP I 1 (TYP) -•� 1-2 AND LATERALSLOPE OF T: ?2 MINIMUM AND 1!.3 MAXIMUM, . EXCEPT VWERE THE GUTTER GRADE EXCEEDS $R, IN WHICH CASE THE LQNGIT00INAL SLOPE OF THE FLOOR SHALL BE (4). 250 mm 10" (. I _ x A , `— ; 1-2 THE SAME AS THIE GUTTER GRADE. SLOPE FLOOR FROM ALL DIRECTIONS TO THE OUTLET, 4. ONE 12' 250 mrn 10' At:I T 3.-4 GRATIN. G IS REQUIRED UNLESS OTHERWISE SHOWN ON THE PLANS. (4!)' 150 mm• B~ PPORT fi0R v VS. MULTIPLE 2.0 m DIMENSIONS: 200 mrn 8" M07 REQUIRED 't 6M en m.(2' --t 1 2" t E E E E 2.4 m V TME DIFFERENCE IN. ELEVATION BETWEEN THE TOP OF THE CURB AND THE INVERT OF E CATCH BASIN AT THE OUTLET = 1.35 In 4.5'), 200 mm i3' 5~ 1I R g .3,5 m WI = THE DiFFE RENC£ IN ELEVATION BETWEEN THE TOP OF THE CURB AND THE INVERT AT 250 Inrn 10 REQUIRED (3v STEPS 1 I I 1.2 m THE: UPSTREAM END OF THE BASIN, AND SHALL BE DETERMINED BY THE REQUIREMENTS OF NOTE 3, BUT SHALL NOT BE LESS THAN CURB FACE PLUS 300 mm (12"). 150 mm 61 c�TM CENTER 1.8 rn. W 200 mm. $" NOT REOUIREO SUPPORT FOR 1 I 1 MUL•ikPLE GRATES { { .,^ ✓ 2.4 M(#7),200 wjj THE DIFFERENCE IN ELEVATION BETWEEN THE TOP QF THE CURB AND THE INVERT AT THE INLET. NOTED ON THE PLAN'S,. mm 8" I I i CONNECTOR PIPE OR OPTAONAL ROUGHENEr, MONOLMIC-CATCH 3.S m H= NOTED ON THE PLANS, 200.mm $" i CONSTRUCRON JOINT BASIN CONNECTION (TYPICAL) 1.2 m W = 100 mm (2"••-1l 3,/811) FOR ONE GRATING; AOL) 1051 r11nn (3'-5 3/8") FOR EACH! ADDITIONAL 150 M!k(6!7 REDUIRED Off-110NAL SUSIGRADE - 2.4 m GRATING. 200 men .8' I I I SES-�-)0� A— r� 3.5 - m A = THE ANGLE, IN DEGREES,, INTERCEPTED SY THE CENTERUNE OF THE CONNECTOR PIPE 250 mm 10' AND THE CATCH BASIN WALL, TO WHICH THE PIP CONNECTOR N E IS ATTACHED.- r' 6. PLACE CONNECTOR PIPES LAS. INDICATED ON THE PLANS. UNLESS OTFIERWISE SPECIFIED, TRE CONNECTOR PIPE SHALL BE LOCATED AT 117HE DOWNSTREAM END OF THE BASIN. WHERE THE CONNECTOR .PIPE IS SHOWN AT A CORNER. THE -CENTERLINE OF THE PIPE SHALL FLOW LINE INTERS[;C.T THE INSIDE -CORNER OF THE BASIN. TF E PIPE MAY BE CUT AND. TRIMMED ATA CURB SKEW MECESSARY 'TO INSURE MINIU 80 mrn (3 PIPE EMBEDMENT, ALL AROUND. WITHIN THE CATCH BASIN WALT:, AND '75 40UNDING mm RADIUS SOF- OF STRUCTURE CONCRE7E, ALL I PLAN AROUND, ADJACENT TO PIPE ENDS: MONOUTHIC CATCH BASIN CONNECTION SHALL BE USED TO JOIN THE CONNECTOR PIPE TO THE CATCH BASIN WHENEVER ANGLE "A" IS LESS THAN 70' OR GREATER THAN 1 T0", OR WHENEVER THE CONNECTOR PIPE IS LOCATED IN A CORNER. THE OP11ONAL USE OF A MONOLITHiC CATCH- BASIN CONNECTION IN ANY CASE I5 PERMITTED. NIGNOUT143C CATCH RA51N CONNECTIONS MAY BE CflNSTf2UCTE0 TQ Au01D CUTTING STANDARD LENGTHS OF PIPE. 7. STEPS 'SHALL -BE LOCATED AS SHOWN. IF THE CONNECTOR PIPE kNTERFERES MATH THE STEPS, THEY SHALL RE -LOCATED AT THE- CENTERLINE OF THE DOWNSTREAM GRATING. STEPS SHALL BE SPACED 300. mm 02"APART. 'THE TOP STEP SHALL BE 175 mm (75 aELOw THE TOP OF THE GRATING AND PROJECT 65 mm (2 1/2"). ALL OTHER STEPS SHALL PROJECT 130 mm(S"). S. THE FOLLOWING SPPWO ARE INCORPORATED HEREIN: 308 MONOLITHIC CATCH BASIN. CONNECTION 309 CATCH BASIN REINFORCEMENT 311 FRAME AND GRATING. FOR CATCH BASINS -835 STEEL STEP 636 POLYPROPYLENE PLASTIC STEP STRUCTURAL DATA IE WALL AND .SLAB DIMENSIONS PNU► STANDARD PLANS 'FOR:.'PUSUC WORKS CONSTRUCTION REINFORCEMENT REQUIREMENTS NO. OF MAX STA OM0 PLAN 303- 3.CTI CURBSIDE GRAYLING CATCH BASIN f:EI NFORCEMEN r GRATES V t FAR � �py Fy �, y e� s m � � � ~ A � Na89984 �'•�30'7z r �9�. ��v��` °f ��� - - rKE ENGINEERING, INC. -' 2305 CHICAGO AVENUE RIVERSIDE, CA 92507 (951) 680-0440 BRING FAX (951) 680-0490 GRADING IMPROVEMENT PLANS CAMPUS PARKING LOT PROJECT WALLS AND SLABS 1-2 1.2 m 4' 150 mm 6" 1-2 2.4 m 1111 200 ,mm 8" NOT REQUIRED 1-2 10 in (4). 250 mm 10" 1-2 3.5 m 12' 250 mrn 10' REQUIRED 3.-4 1,2 m (4!)' 150 mm• B~ 3-4 2.0 m 7' 200 mrn 8" M07 REQUIRED 3-=4 2.4 m W 200 mm i3' 3-=4 .3,5 m 12' 250 Inrn 10 REQUIRED 5-6 1.2 m 4' 150 mm 61 c�TM 5-6 1.8 rn. W 200 mm. $" NOT REOUIREO 5-6 2.4 M(#7),200 mm 8" '5-6 3.S m 02' 200.mm $" > 6 1.2 m 4' 150 M!k(6!7 REDUIRED 6 - 2.4 m 8' 200 men .8' 6 3.5 - m 121 250 mm 10' CUTTING STANDARD LENGTHS OF PIPE. 7. STEPS 'SHALL -BE LOCATED AS SHOWN. IF THE CONNECTOR PIPE kNTERFERES MATH THE STEPS, THEY SHALL RE -LOCATED AT THE- CENTERLINE OF THE DOWNSTREAM GRATING. STEPS SHALL BE SPACED 300. mm 02"APART. 'THE TOP STEP SHALL BE 175 mm (75 aELOw THE TOP OF THE GRATING AND PROJECT 65 mm (2 1/2"). ALL OTHER STEPS SHALL PROJECT 130 mm(S"). S. THE FOLLOWING SPPWO ARE INCORPORATED HEREIN: 308 MONOLITHIC CATCH BASIN. CONNECTION 309 CATCH BASIN REINFORCEMENT 311 FRAME AND GRATING. FOR CATCH BASINS -835 STEEL STEP 636 POLYPROPYLENE PLASTIC STEP TKE JOB #: 101-49 -STANDARD PLANS.'FOR -PUBLIC WORKS CONSTRUiC71,ON IE STANDARD PLANS 'FOR:.'PUSUC WORKS CONSTRUCTION S AN D PLAN ME TRIC 3©3�-- 2 SHEET 2 OF 2 pia x"vo ar tom[ ' CURBSIDE wRATIIV!G CATCH BASIN STA OM0 PLAN 303- 3.CTI CURBSIDE GRAYLING CATCH BASIN TKE JOB #: 101-49 BENCH MARK N0. 119 LOCATION: BRASS CAP NORTH END OF NORTHWEST CORNER OF SIERRA AVENUE AND ARROW BOULEVARD. ELEV. 1275.25' '~ Underground Service Alert SEC110N 4216/4217 OF THE GOVERNMENT o r CODE REQUIRES A DIG ALERT IDENI1FlCAl10N NUMBER BE ISSUED BEFORE A PERMIT TO EXCAVATE WILL BE VALID FOR YOUR DIG ALERT I.D. NUMBER CALL UNDERGROUND SERVICE ALERT TOLL FREE 1-800-227-2600 TWO WORKING DAYS BEFORE YOU DIG � �py Fy �, y e� s m � � � ~ A � Na89984 �'•�30'7z r �9�. ��v��` °f ��� - - rKE ENGINEERING, INC. -' 2305 CHICAGO AVENUE RIVERSIDE, CA 92507 (951) 680-0440 BRING FAX (951) 680-0490 GRADING IMPROVEMENT PLANS CAMPUS PARKING LOT PROJECT SHOULD CONSTRUCTION OF THE REQUIRED COMMENCE WITHINRTWOMENTS NOT YEA S OF THE DATE OF APPROVAL SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, THE CIN ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO BRING THEM INTO CONFORMANCE WITH CONDITIONS AND STANDARDS IN EFFECT. CITY OF FONTANA, CALIFORNIA STORM DRAIN IMPROVEMENT PLANS ora►w�+ n': 'PMIi CAMPUS PARKING LOT IMPROVEMENTS STANDARD DETAILS scup: AS SHUIIN p�p�p er: Tl�i o��; OCT. 2010 TERRY RENNER R.C.E. No. 69984 EXPIRES:9-30-12 �� � � DA�' �p . Zy . �p ENGINEER R.C.E. No. 51152 °M� N0' X50 S 5 Rev R�ns��or� o�iPnoN oar �cR. c�TM oar TKE JOB #: 101-49