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HomeMy WebLinkAbout3116-C-6PLATE U, SEE PLATE V DETAIL ADD 4 -*5 BARS 20' LONG. BOTH WAYS- 1"0 STD. PIPE SLEEVES PLATE V SOFFIT SEE OF -TAIL *Ea --- SEE 1 I1 -01 � 1 DETAIL 6 m 12' 6' 2411 HINGE DETAIL (SH. I -a 2) PLATE V 0 P` P TVP, n SOFFIT 1/2` (TYP.) O 2 1/2' 0 DOUBLE EXTRA STRONG PIPE DETAIL. T m 1'0 BOLTS MIN "�Vwm WALL AND SL.A13 DIMENSIONS M AND REINFORCEMENT •�.a� M KAX �R �R `a v I FROM1 REAR erTTrlu Erna WALL. WALL SIM I WALL 1 Am (3.5') 2Am (S) 150mm (n 150mm (S") &5m(12') 2MM (e j 2MM (S") 1.Bm (f'j 150mm (6") mm(e) I 1 pili (3Y5') I 3- tom w) .. 12" O.C. Notice To Contractor: CAUTION: The Engineer Preparing These Plans Will Not Be Responsible For Or Liable For, Unauthorized Changes Or Uses Of These Plans. All Changes To The Plans Must Be In Writing And Must Be Approved By The Preparer Of These Plans. 4.0m (IV) I)`YP. R j N 4.0m (141) Um(1f) 0 4 _ 1.9m (53 15onm (61 2m0rmt (87) C Scale: 14m (g) Zarmn (SI zmw 0r) �1 ,.. E E mm(10-)zxmm un 250mm(10. j N R co as 3.5m (12') 200mm (fl 250mm(1t1 i LAj -4 FOR W > 9m (28% V > S.5m (12' OR B > 1.2m (4') -SEE PROJECT PLAINS ufm #N SEE 1 I1 -01 � 1 DETAIL 6 m 12' 6' 2411 HINGE DETAIL (SH. I -a 2) PLATE V 0 P` P TVP, n SOFFIT 1/2` (TYP.) O 2 1/2' 0 DOUBLE EXTRA STRONG PIPE DETAIL. T m SECTIO! P -P I I/f6m0 HOLES TYP. 2 112' 0 DOUBLE EXTRA STRONG PIPE 1 112' SHEAR PIN STAINLESS STEEL---:- PL TEEL-ISL 314 NUT B WASHER I x SH. 4 SECTION N -N PL I/4 x 2 x 0'-2' SHEAR PIN DETAIL 11E,4 3' 6. )'L 3/4 TVP. I PL 718 x 12 x V-0% PLATE V• 3' TVP. + SECTION 0-0 STANDARD PAN 360.-0 SHEET 7OF8 MIN "�Vwm WALL AND SL.A13 DIMENSIONS M AND REINFORCEMENT REQUIREMEWM M KAX �R �R SECTIO! P -P I I/f6m0 HOLES TYP. 2 112' 0 DOUBLE EXTRA STRONG PIPE 1 112' SHEAR PIN STAINLESS STEEL---:- PL TEEL-ISL 314 NUT B WASHER I x SH. 4 SECTION N -N PL I/4 x 2 x 0'-2' SHEAR PIN DETAIL 11E,4 3' 6. )'L 3/4 TVP. I PL 718 x 12 x V-0% PLATE V• 3' TVP. + SECTION 0-0 PLATE V DETAIL. AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CNAPnR STANDARD PAN 360.-0 SHEET 7OF8 N BARRIER SLOPED -PROTECTION a WALL AND SL.A13 DIMENSIONS M AND REINFORCEMENT REQUIREMEWM M KAX PLATE V DETAIL. AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CNAPnR STANDARD PAN 360.-0 SHEET 7OF8 N BARRIER SLOPED -PROTECTION a NOTES I. WHENEVER -.RCS -SIZE FALLS- BETWEEN SIZES -SHOWN ON THE TABLE. 'THE NEXT LARGER SIZE -SHALL BE USED.. . ALL FRAME MEMBERS SHALL -BE_ A8`TM- A 36 STEEL' OR SETTER. 3. ALL HINGE ASSEMBLIES AND'BASE PLATES'SHALL, BE STAINLESS S TEEL.. 4. --THE CONTRACTOR. SHALL. MAKE A.NY*'.NECESSARY MODIFICATIONS TO ALLOW FOR THE SIMPLE REMOVAL OR INSERTION- CIF •HINGE BINS. IN GIRDER TO -INSTALL OR REMOVE THE. PR.OTECTI ON BARRIER.. ENDS. OF HINGE PINS SHALL BE THREADED- IN :ORDER THAT NUTS AND LOCK WASHERS -WILL "BE -FLUSH --WITH .THE H I NGE 'P IPE. THREADS. BEYOND THE NUT FACE- SHALL- BE DAMAGED -TO PREVENT REMOVAL. 5. ALL FRAME MEMBERS SHALL BE -.GALVANIZED AFTER FABRICATION. 6. IF FIELD WELDS ARE NECESSARY, CAL'V'ICON, GALVALLOY OR AGENCY APPROVEb EQUAL SHALL_BE,-USED FOR. COATING.- ?. - MID -BUMPER .SHALL BE -USED .FOR 3 HINGED BARRIERS.' 'S. ANY DEVIATIONS -OR MODIFICATIONS ' TO THIS STANDARD SHALLBE APPROVED BY-- THE AGENCY. 9. AT OCEAN -OUTLETS OR WHEREVER THE- TCP -SLAB SERVES AS -A PUBLIC WALKWAY. THE TO -P - SLAB THICKNESS- •SMALL BE -INCREASED BY 3" IN .00EIR -TO PROVIDE A RECESS FOR THE.' HINGE TOP PLATE, THE RECESS. SHALL. BE BACKFILLED.. -WITH GROUT AND SMOOTHED AS SHOWN.... - 10. PROTECTION BAR-RIERS'FOR IRCB- CONOUITS.SHALL: BE SLOPED TO SVIND OPEN 'IN THE DIRECT -ION. OF'FL:OW. II: MEMBERS- SHALL BE' -SELECTED FROM+! TABLE I UNLESS OTHERWISE NOTED. I2.. DESIGN LOADS; A. INLET/OUTLET: BULKED •EFD 85 PCF B, OCEAN - OUTLETS: 1. 1800.PSF SAND PLATE. AREA . . 6.00. P'SF LOWER OPEN AREA .. N PUBLIC SOUTHERN ALIFORNIA �RiCAN PWORKS ASSOCIATION -SLOPED PROTECTION - SARR•IER. - STANDARD.PtAN 360--0--_ '"0--_ SHEET 8 OF 8 DOWEL (TYP.) SCORING L I NE -•-� 150 III M64) 150 rr111461 ISO W&461 4 ISM04) 75 mm(3') R A 15M 0 300 mm 15M(04) Int MANHOLE Aj LOCATION TIE PLAN FACE FOLATE ASSEMBLY-� (2') (TYP.) CURB ts FLOW I- 200 rn11(8') 15M 404) ryQ T� DOWEL DETAIL NOTE: FOR DETAILS NOT SHOWN SEE SECTION A --A (CASE A) on ;n I .O -t MANHOLE IF Jmm f;1t :: t2"ICIY. ISM t+4) t `a 9� (24") op 15M, O 300 rem 225 mm 410 MID (�4w SECTION B -B "x . ~~" • '_I FACE PLATE ASSEMBLY L�i--- ,.�.......... 20M STREET. GUTTER OR SECTION A -A ( 6) SURAF'ACE RESSI4N Q �6i'W '1TYP.)-9-'--i = OPTIONAL SLtBCRAQE .� �.,_. t MIANHOLE SECTION A -A CASE _ A CONNECTOR PIPE OR MO- NOLITHIC CATCH BASIN CONNECTION. ©11111111 AMERICAN PUBLIC WORKS ASSOCIATION " SOUTHERN CALIFORNIA CHAPTER STRUCTURAL DATA CURB OPENING CATCH BA.S I N WALL AND SL.A13 DIMENSIONS PU13UC WORKS STANDARDS INC.. GREENIOIs" M6TTEE AND REINFORCEMENT REQUIREMEWM 1111". KAX RMWORCEWNT REWIRED w w v I FROM1 REAR erTTrlu Erna WALL. WALL SIM I WALL 1 Am (3.5') 2Am (S) 150mm (n 150mm (S") &5m(12') 2MM (e j 2MM (S") 1.Bm (f'j 150mm (6") mm(e) •4 REBAR AT 1 pili (3Y5') aom (r) tom w) as+n (12'} 2mOntm pl ammm ( 12" O.C. Notice To Contractor: CAUTION: The Engineer Preparing These Plans Will Not Be Responsible For Or Liable For, Unauthorized Changes Or Uses Of These Plans. All Changes To The Plans Must Be In Writing And Must Be Approved By The Preparer Of These Plans. 4.0m (IV) 1.2m(4-1 150mm (Ol 150mm (8) 14m (al 150nrn "I 2momn (8") 3Am 121 200mm(8") 2M=(1&1, 1.2m(4) 15onm (8 190mm {5f'j R j N 4.0m (141) Um(1f) 0 4 _ 1.9m (53 15onm (61 2m0rmt (87) C Scale: 14m (g) Zarmn (SI zmw 0r) �1 ,.. E E mm(10-)zxmm un 250mm(10. j N R co as 3.5m (12') 200mm (fl 250mm(1t1 i T D FOR W > 9m (28% V > S.5m (12' OR B > 1.2m (4') -SEE PROJECT PLAINS AMERICAN PUBLIC WORKS ASSOCIATION " SOUTHERN CALIFORNIA CHAPTER PROMULGATED BY THE CURB OPENING CATCH BA.S I N STANDARD PLAN METRIC PU13UC WORKS STANDARDS INC.. GREENIOIs" M6TTEE WITH MANHOLE LE _IN STREET 307 USE WITH STANDARD SPECIFICATIONS-FOKPUBLIC WORKS CONSTRUCTION REV_ 1906 SHEET / OF 2 ' TES: 1. INHERE THE BASIN IS TO BE CONSTRUCTED' WITHIN THE LIMITS OF EXISTING -OR PROPOSED $iDEWALK OR IS CONTIGUOUS TO SUCH .SIDEWALK, THE TOP SLAB .OF THE BASIN MAY BE POURED EITHER MONOLITH -IC WITH THE =SIDEWALK OR SEPARATELY. USING THE SAME CLASS OF CONCRETE AS IN THE BASIN. WHEN POURED MONO L.ITHICALLY... THE SIDEWALK SHALL BE PROVIDED WITH A WEAKENED PLANE° 0'R •A .25 . itt>�t1w1.DEEP* S,AWCUT CONTINUOUSLY AROUND THE ETERNAL PERIMETER OF THE CATCH-.BASIN-WA,L.LS * INCLUDING ACROSS-•TH.E FULL WIDTH OF THESIDEWALK. SURFACE OF ALL:.' P- ,SEE).CQNCR.ETE' SHALL_CONFORM; 114 SLOPE. GRADE, COLOR. FINISH. AND SCORING TO EXISTING OR PROPOSED CUR&-ANQ- WALK ADJACENT TO THE BAS IN. { 2. ALL CURVED CONCRETE SURFACES SHALL- SE .FORMED BV: -CURVED FORMS.. AND SHALL NOT BE SHAPED BY PLASTERING. 3. FLOOR OF. BASIN SHALL BE GIVEN A STEEL TROWEL FINISH, FLOC -R- £IF MANHOLE CHAMBER SHALL HAVE i4. LONGITUDINAL AND LATERAL SLOPE OF P 12 MINIMUM AND 1= 3 MAXIMUM SLOPE FLOOR FROM ALL DIRECTIONS TO THE OUTLET. 4. CATCH BASIN SHALL BE CASE A UNLESS OTHERWISE SPECIFIED.* 5. DIMENSIONS., W = 2-m (71 B = 500 mm (20") Y = 6+00 mm (240) V = THE DIFFERENCE IN ELEVATION BETWEEN THE TOP•.. OF THE CURB AND THE INVERT OF THE CATCH BASIN AT THE OUTLET = 3.5 m (4:51). VI = THE DIFFERENCE IN ELEVATION BETWEEN•- THE TOP OF THE. CURB AND -THE. INVERT OF THE INLET, 'NOTED ON THE PR6JECT PLANS. H = NOTED ON THE -PROJECT PLANS. A = THE ANGLE, IN QE GREES..INTERCEPTED .BY THE .CE NTERLINE'OF THE CONNECTOR PIPE AND THE CATCH :8 -AS I N WALL TO - YVH I CH THE- 'CQ.NNECTO R P I'P E : IS ATTACHED. 6. PLACE. CONNECTOR PI -PES AS INDICATED -ON THE PROJECT PLANS. UNLESS OTHERWISE SPECI- FIED. THE CONNECTOR PIPE SHALL, BE LOCATED AT THE DOWNSYREAMI END OF. THE -BASIL. WHERE THE CONNECTOR PIPE IS- SHOWN AT A CORNER. THE CENTERLINE OF .THE PIPE SHALL INTERSECT THE INSIDE CORNEROF THE BASIN. THE PIPE MAY SE CUT AND TRIMMED AT A J.KEW NECESSARY TO INSURE MINIMU GO mm (30) PIPE EMBEDMENT ALL AROUND WITHIN HE CATCH BASIN'WALL, .AND 75 -:mm 31) RADIUS OF FOUNDING 0!F TRUCTU E CbNCRETE. ALL AROUND, ADJACENT T0. PIPE END% A'MONOLITHIC CATCH BASIN CONNECTION -SHALL BE USED TO JOIN THE CONNECTOR PIPE --TO THE. CATCH. -BASIN WHENEVER ANGLE 'IAN IS -LESS THAN 70 DECREES OR GREATER -TITAN 110 DEGREES. -,OR- WktNEVER THE- CONNECTOR .PIPE IS LOCATED IN A CORNER. THE OPTIONAL. -USE OF A MONOLITHIC CATCH -BASIN 0NNECT•ION IN .ANY CASE IS PERMITTED. MONOLITHIC CATCH BASIN CONNECTIONS MAY SE CONSTRUCTED TO AVOID CUTTING STANDARD LENGTHS 4F PIPE. 7. STEMS SHALL BE LOCATED AS SHOWN. -IF: TH-E CONNECTOR RIPE INTERFERES WITH THE STEPS. THEY SHALL BE LOCATED. ----ON THE FRONT,WALL OF THE MANHOLE CHAMBER OR THE DOWNSTREAMWALL OF THE MANHOLE CHAMBER AND THE MANHOLE MOVED DOWNSTREAM 300 mm (128). STEPS SHALL BE: SPADED 300 mm((21) APART. THE TOP STEP SHALL BE Iasi mm(70) BELOW THE TOP TO THE MANHOLE-11bla PROJECT 65 mm(2-1121). ALL OTHER STEPS -?SHALL PROJECT 130 mm .(51. S. DOWELS: ARE REQUIRED AT EACH. CORNER AND AT 2:t rt(79 4N -CENTER -(MAXIMUM) ALONG THE BACKWALL, 9. THE -FO-LLOWING STANDARD PLANS ARE INCORPOIIATE:E? :HEREIN= 308 MONOLITHIC CATCH BASIN -CONNECTION_ 309 CATCH BASIN REINFORCEMENT. 310 CATCH -BASIN FACEPLATE -A$SEMBLY AND _P'R.OTEGTI.ON BAR .630 610 mt (240) MANHOLE -FRAME AND COVER. 635 STEEL STEP 10. DIMENSIONS SHOWN ON.THtS PLAN FOR METRIC AND.ENGLISH UNITS ARE NOT EXACT EQUAL VALUES. IF METRIC VALUES' USEED.. ALL VALUES VS•ED" FOR CONSTRUCTION, SHALL BE METRIC .VALUES, EXCEPT REINFORCING BARS. -SIZES. IN- ENGLISH UNITS MAY BE SUBSTITUTED -FOR METRIC.BAR SIZES. IF. -ENGLISH UNITS --ARE USES). •A1LL VALUES USED FOR CONSTRUCTION SHALL BE ENGLISH', UNITS., AMERICAN PUBLIC WORKS. -ASS" ATION - SOUTHEt N tLIEC►R 11I A CHAPTER STANDARD PLAN METRIC 307-2- SHEET 2 OF 2 CURB OP ENI �B �I� WiT� .AN.:: ; Underground Service Alert FORE o �oG NJ oG) Call: TOLL FREE (( 227-2600 TWO WORKING DAYS BEFORE YOU DIG PLANS PREPARED BY Associated Engineers 3311 East Shelby Avenue Ontario, California, 91764 TEL. (909) 980-1982 FAX: (909) 941-0891 A.E. JOB No. 00-0967 Q�OFESSIONgI ��� �yc BRUCE W. LYON No. 31920 41 Exp. 12-31-04 � �qT�' �iV�1" 0`��� OF CA�-�F Prepared Under The Supervision Of: / Date: T % F FONTANA, CALIFORNIA STORM DRAIN IMPROVEMENTS Notice To Contractor: CAUTION: The Engineer Preparing These Plans Will Not Be Responsible For Or Liable For, Unauthorized Changes Or Uses Of These Plans. All Changes To The Plans Must Be In Writing And Must Be Approved By The Preparer Of These Plans. SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO BRING THEM INTO CONFORMANCE WITH CONDITIONS AND STANDARDS IN EFFECT Drawn By: VAD LYTLE CREEK PLAZA PM 14590 PHASE 2 Scale: Design By: BW Date: on Checked By: PP OVED BY DATE 2/ m. B ITY ENGINEER R.C.E. 51152 Drawing No.: Bruce W. Lyon RCE 31920 REV. REVISION DESCRIPTION DATE ENGR. CITY DATE I n - t , �AN s i -COPYR- 4--} ? E.._- By �"-S-SOer€3i ! L.,. -_ �r � -I VE T-.. s a. .d>. < JOB t3 �..j 'c,= -l; ,iv`;