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HomeMy WebLinkAbout3868-2MEMO __= __= �= � __TIE.�= =0= =`=1=L=-=40 STANDARD PLAN METRIC FOR DIMENSIONS TRANSITION STRUCTURE PIPE TO PIPE 1902 MENOMINEEMIMMENIMEMIMMIMMEMINIMMEMENEMENEM J - --� E _ T SHEET 1 OF 10+00 11+00 12+00 PLAN 1 "= 4000NT' � CTOR TO i�IMMEMINEEMIME! SEE .. TO SART OF CONSTRUCTION. SCALE IN FEET SLOPE BASIN FLOOR A MINIMUM OF 27 TO 0 0MENEM 60 80 1MMIENMEMINIMMEENEEN OR DRAWN BY DJ ' NOT EXCEED 5045'. 9 � z3= (4')R M LL_ 0: W, MEMO MI MENNEN E NEE mm- 0 PA RKS/DE WAY SEE DWG. NO. 3799 SHEET 5 OF 8 i 9 ii ,. CONSTRUCTION NOTES: --- -- - -____ __= __= �= � __TIE.�= =0= =`=1=L=-=40 STANDARD PLAN METRIC FOR DIMENSIONS TRANSITION STRUCTURE PIPE TO PIPE 1902 AND BAR SIZES J - --� E _ T SHEET 1 OF 10+00 11+00 12+00 PLAN 1 "= 4000NT' � CTOR TO i�IMMEMINEEMIME! SEE .. TO SART OF CONSTRUCTION. SCALE IN FEET SLOPE BASIN FLOOR A MINIMUM OF 27 TO 0 20 40 60 80 INLET OF PIPE. OR DRAWN BY DJ ' NOT EXCEED 5045'. 9 � z3= (4')R M LL_ 0: W, I T j� 3. FLOOR OF STRUCTURE SHALL BE STEEL TROWELED TO SPRING LINE. IFCE DRAWING NO. 3868 MI MENNEN E NEE mm- 0 PA RKS/DE WAY SEE DWG. NO. 3799 SHEET 5 OF 8 i 9 ii ,. CONSTRUCTION NOTES: --- -- - -____ __= __= �= � __TIE.�= =0= =`=1=L=-=40 STANDARD PLAN METRIC FOR DIMENSIONS TRANSITION STRUCTURE PIPE TO PIPE 1902 AND BAR SIZES J - --� E _ T SHEET 1 OF 10+00 11+00 12+00 PLAN 1 "= 4000NT' � CTOR TO VERIFY TION AND ELEVATION PRIOR OR LOCAL -DEPRES- .. TO SART OF CONSTRUCTION. SCALE IN FEET SLOPE BASIN FLOOR A MINIMUM OF 27 TO 0 20 40 60 80 INLET OF PIPE. OR DRAWN BY DJ ' NOT EXCEED 5045'. 9 � z3= (4')R M LL_ 0: W, I T j� 3. FLOOR OF STRUCTURE SHALL BE STEEL TROWELED TO SPRING LINE. IFCE DRAWING NO. 3868 FLOW LINE 4. REINFORCEMENT STEEL SHALL CONFORM TO ASTM A 615 M (A 615). r• r ; (3 )Rm GRADE 300(40), AND SHALL TERMINATE 40 mm 0 1/21 CLEAR OF Z O a CONCRETE SURFACES UNLESS OTHERWISE SHOWN. LONGITUDINAL V (mm) (INCHES) (mm) (INCHES) c6 q� IT 300 z '� 110 4 v; z� B-24'3644" o ` \ `� W C=3.89' TRACT BNDRY 375 15 ' ' 110 41/4 v U CONSTRUCT 24- R.C.P. STORM DRAIN (D LOAD PER PLAN). O2 CONSTRUCT TRANSITION STRUCTURE PER A.P. W.A. STD. PLAN 340-1 ' SEE DETAIL HEREON. (REMOVE PORTION OF EX/ST. 36" RCP AS SHOWN) O CONSTRUCT CATCH BASIN PER A.P.W.A. STD. PLAN 300-2, "W" PER PLAN (SEE DETAIL HEREON). PROP. R/W _ -----'f -- - --- - �_1_ I I BEAR/NG LENGTH (A> N28-59'08 11W 30.01 B N34'11 '54 "E 16.75 REV. REVISION DESCRIPTION Q C= t4vvvvvvvvvv~ TOLL FREE -qlqmmpw-1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT q,640AP ACAWAAAds z 0 Q v 0 J Q LATERAL / CONNECTOR PIPE X03 5040118') OC ROUND EDGES TO RADIUS G OF APPROXIMATE ID OF LATERAL. MAXIMUM 900 mm (36') �p F A B B BARS 150 In P I - MAIN LINE SEE NOTE 8 y . �-►STATION STATION N' IVT ION NOTE E •4), STATION PT.7 D BARS SEE NO4 PLAN D BARS IOM (03 OR 04) II I I I ELEV. ELEV. I I I STA. STA. II I I I5M0450 mm (+4018') OC. BOTH WAYS, TO BE USED WHEN D2 IS 1500 mm (60') OR MORE LONGITUDINAL SECTION D BARS IOM (03 A BARS .�I OR •4) F BARS X. P 10MO450 mm m ---�--(•3--OR-•4-- - B -BARS-- -- - - - - I 0 18') OC I ELEY_ S ELEV. R 15MO450 mm (x4018•) OC, BOTH WAYS. TO BE USED WHEN B IS 1500 mm (600) OR MORE d C MAIN LINE; SECTION N' -N" -N" PROJECTED ON M--M-Nm N ■ .�k OUND EDGES V15 O 75 mm (59 R 16 mm P AMERICAN=PUBLIC-W-ORKS_ASSO.CIATION-- SOUTHERN.CALIFORNIA-CHAPT_ER-• - TABLE TI�ANSITI©N Si'RUCTURE STANDARD PLAN METRIC FOR DIMENSIONS TRANSITION STRUCTURE PIPE TO PIPE 1902 AND BAR SIZES 3OO D2 SHEET 1 OF USE WITH STANDARD SPECIFICA'T'IONS FOR PUBLIC WORKS CONSTRUCTION F c' USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION BRASS CAP IN THE CONCRETE BASE OF OR LOCAL -DEPRES- .. (qS�i 3S2-Ttao NOTES S ION SURFACE OR U OR DRAWN BY DJ ' NOT EXCEED 5045'. AS SHOWN ON TR. N0. 16427-1, M.B. 296%7-11. z3= (4')R M LL_ 0: B I T ooa 3. FLOOR OF STRUCTURE SHALL BE STEEL TROWELED TO SPRING LINE. IFCE DRAWING NO. 3868 FLOW LINE 4. REINFORCEMENT STEEL SHALL CONFORM TO ASTM A 615 M (A 615). r• r ; (3 )Rm GRADE 300(40), AND SHALL TERMINATE 40 mm 0 1/21 CLEAR OF PLATE a CONCRETE SURFACES UNLESS OTHERWISE SHOWN. LONGITUDINAL _ E (mm) (INCHES) (mm) (INCHES) IT 300 12 110 4 v; 0 it E o a 'n - 375 15 ' ' 110 41/4 v 450 IB 120 4 1/2 in 525 21 130 5 in E to p 600 24 140 1 5 I/4 675 27 140 51/2 750 30- 160 6 825 33 160 6 1/4 900 36 170 6 1/2 u i 975 39 180 7 1050 42 190 71/2- 0 -- O 0 0 " E 1575 to to E U*) 1125 45 .200 73/4 1200 48 210 8 1275 51 220 8 1/2 1350 54 230 9 1425 57 240 .9 1/4 1 ! E b 1500 60 250 9 1/2 63 260 10 1650 66 260 10 1/4 t 1725 69 280 1 10 3/4 0 N j AND COVER I 1800 72 280 11. __..1950__.. _ - _78 ___ . _ 300. _11 2100 84 320 121/2 2250 90 340 13 1/40 a 0 ,. a 2400 96 360 14 2550 102 400 15 1/2 _ . 2700-1. . 108- -- .. 410-__ __._16. r- E ti o o E 0 0 a .�. m E o 6 2850 114 420 16 1/2 3000 120 440 17 3150 126 440 17 3300 132 450 17 1/2 3450 138 450 171/2N 3600 144 460 18 AMERICAN=PUBLIC-W-ORKS_ASSO.CIATION-- SOUTHERN.CALIFORNIA-CHAPT_ER-• - PROMULGATED BY THE TI�ANSITI©N Si'RUCTURE STANDARD PLAN METRIC PLO I GREENBOOK STCAONhDlA3RTTDES. CURB OPENING CATCH BASIN TRANSITION STRUCTURE PIPE TO PIPE 1902 CITY 3OO REV. 1933 SHEET 1 OF USE WITH STANDARD SPECIFICA'T'IONS FOR PUBLIC WORKS CONSTRUCTION AMERICAN PUBLIC WORKS ASSOCIATION _ SOUTHERN CALIFORNIA CHAPTER j t j ' 15M 0 300 mm(°40120) FACE PLATE ASSEMBLY PROMULGATED THE PUBLIC WORKS STANDARDS ARDS INC. CURB OPENING CATCH BASIN TRANSITION STRUCTURE PIPE TO PIPE EACH WAY CITY 3OO ym C4 C14 5 mm(1/ STREET. GUTTER. SHEET 1 OF 2 USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION BRASS CAP IN THE CONCRETE BASE OF OR LOCAL -DEPRES- .. (qS�i 3S2-Ttao NOTES S ION SURFACE ALONG THE CL SUMMIT AVE U W DRAWN BY DJ ' NOT EXCEED 5045'. AS SHOWN ON TR. N0. 16427-1, M.B. 296%7-11. z3= (4')R �_ to L 2 SLOPE DRAWINGS. ELEVATION R AND ELEVATION S ARE SHOWN WHEN I I REQUIRED BY -NOTE 10. _j 3. FLOOR OF STRUCTURE SHALL BE STEEL TROWELED TO SPRING LINE. IFCE DRAWING NO. 3868 FLOW LINE 4. REINFORCEMENT STEEL SHALL CONFORM TO ASTM A 615 M (A 615). r• r ; (3 )Rm GRADE 300(40), AND SHALL TERMINATE 40 mm 0 1/21 CLEAR OF PLATE P.� 17 CONCRETE SURFACES UNLESS OTHERWISE SHOWN. LONGITUDINAL _ E ISCORING IT 0 LINE G. TRANSITION STRUCTURE SHALL BE POURED IN ONE CONTINUOUS CURB LINE N In ,a7 OPERATION, EXCEPT THAT THE CONTRACTOR SHALL HAVE THE ? I I OPTION OF PLACING AT THE SPRING LINE A CONSTRUCTION JOINT W tp EXTRA 15M(#4) STEPS OF THE CONTRACTOR TO MEET RCP ENDS, USING D BARS. I2 ON 2 SIDES OF fU. LONGITUDINAL AND BOTTOM REINFORCEMENT IN EXTENDED PORTION OF SAME DIAMETER AND SPACING AS SPECIFIED IN THE TABLE, BUT MANHOLE FRAME I t 100 mm co j AND COVER I 8. EMBEDMENT P SHALL BE AS SPECIFIED IN THE TABLE. UNLESS (40)MIN. OTHERWISE SHOWN ON THE PROJECT DRAWINGS. I I I 9. WHEN THERE IS NO SPUR REQUIRED, A a B BARS SHALL BE OMITTED. 300 mm 75 mm Q CATCH Eli DRAWINGS, INLET PIPE SHALL ENTER MAIN LINE RADIALLY. WHEN (12•)MAX. (3')R INLET PIPE ENTERS MAIN LINE OTHER THAN RADIALILY, ELEVATION'S MHEAFt4AME I E SHALL BE SHOWN ON PROJECT DRAWINGS, AND INLET PIPE .SHALL c w BE LAID ON A STRAIGHT GRADE FROM ELEVATION S TO CATCH BASIN AND COVER oc a za M .. z)- LINE FOR FUTURE CONSTRUCTION OF INLET PIPE. 11. THE MAXIMUM COVER ABOVE THIS STRUCTURE SHALL BE 7.5 m (25'). IF THE COVER EXCEEDS 7.5 m (25') A SPECIAL STRUCTURE SHALL BE oz DESIGNED FOR THE COVER AND DETAILED .ON THE PROJECT DRAWINGS. - - --- - -----� 12: ---DI-MENS-I-ONS--SHOWN-ON--TH-I-S-PLAN- FOR -METRI-C--AND--ENGLI-SH-UNITS _ _.....___._._..___.._._.._ _._... �o ARE NOT EXACT EQUAL VALUES. IF METRIC VALUES ARE USED, ALL OPTIONAL SUBGRADE CONNECTOR PIPE VALUES USED FOR CONSTRUCTION SHALL BE METRIC VALUES EXCEPT..., a� Z REINFORCING BAR SIZES IN ENGLISH UNITS MAY BE SUBSTITUTED FOR OR MONOLITHIC CATCH BASIN METRIC BAR SIZES. IF ENGLISH UNITS 'ARE USED, ALL VALUES USED Pz FOR -CONSTRUCTION.-SHALL -BE--ENGLISH..UNITS r B CONNECTION /-�-� c � - 0. do O STEPS jr SECTION A -A E %_ �` Wll� N qu 100 mm (40)R 200 mm(8') t IOM(04) 90° .. I J Ix I ... DOWEL (TYP.) Ix0 P PLAN DOWEL DETAIL AMERICAN PUBLIC WORKS ASSOCIATION _ SOUTHERN CALIFORNIA CHAPTER j t j AMERICAN PUBLIC WORKS ASSOCIATION -SOUTHERN CALIFORNIA CHAPTER STANDARD LAN PROMULGATED THE PUBLIC WORKS STANDARDS ARDS INC. CURB OPENING CATCH BASIN TRANSITION STRUCTURE PIPE TO PIPE GREENBOOK COMMITTEE CITY 3OO 1984 C4 C14 Prepared Under The Supervision Of : P P PREPARED IN THE OFFICE OF MADOLE AND A SSOCIA TES, INC. - 760 A S. ROCHESTER A VENUE ONTARIO, CA 91761 PHONE (909) 937-9151 .`Date • % f S REV. 1996 SHEET 1 OF 2 USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION . j t j AMERICAN PUBLIC WORKS ASSOCIATION -SOUTHERN CALIFORNIA CHAPTER LO IT) SHEET 2 OF 2 BENCH MARK.8-17 TRANSITION STRUCTURE PIPE TO PIPE ENGR. CITY DATE SHOULD CONS TRUC T/ON OF THE REQUIRED IMPROVEMENTS NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN HEREON AND CARRIED FORTH /N A D/L/GENT MANNER, THE CITY ENG/NEER MAY REQUIRE REVISIONS TO THE PLANS TO BR/NG THEM INTO CONFORMANCE W/TH CONDITIONS AND STANDARDS /N EFFECT. C4 C14 Prepared Under The Supervision Of : P P PREPARED IN THE OFFICE OF MADOLE AND A SSOCIA TES, INC. - 760 A S. ROCHESTER A VENUE ONTARIO, CA 91761 PHONE (909) 937-9151 .`Date • % f S C/ T Y OF FON TA NA CALIFORNIA �o 2q ADAMS 5T S .A -IS, RISE N, 4A. �2'r.#• C� BRASS CAP IN THE CONCRETE BASE OF THE BRG. N089'59'31'E Q� (qS�i 3S2-Ttao NOTES THE SOUTH LEG OF AN SCE TOWER 343'NORTH OF HIGHLAND, 0.2 MI WEST ALONG THE CL SUMMIT AVE -I. THE HORIZONTAL ANGLE OF CONVERGENCE OR DIVERGENCE, 9, SHALL W DRAWN BY DJ ' NOT EXCEED 5045'. AS SHOWN ON TR. N0. 16427-1, M.B. 296%7-11. 2. VALUES FOR A. B, C. DI AND D2 ARE SHOWN ON THE PROJECT m DA TF OCT 2005 DRAWINGS. ELEVATION R AND ELEVATION S ARE SHOWN WHEN J REQUIRED BY -NOTE 10. 3. FLOOR OF STRUCTURE SHALL BE STEEL TROWELED TO SPRING LINE. LAPP OVED BY z ' f DRAWING NO. 3868 Z 2 4. REINFORCEMENT STEEL SHALL CONFORM TO ASTM A 615 M (A 615). GRADE 300(40), AND SHALL TERMINATE 40 mm 0 1/21 CLEAR OF TY E GINEER R.C.E. 51152 DATE CONCRETE SURFACES UNLESS OTHERWISE SHOWN. LONGITUDINAL BARS SHALL BE IOM .0 450 mm (•3 OR *4 0 180) OC OR LESS. 5. ELEVATION S APPLIES AT INSIDE WALL OF STRUCTURE. G. TRANSITION STRUCTURE SHALL BE POURED IN ONE CONTINUOUS OPERATION, EXCEPT THAT THE CONTRACTOR SHALL HAVE THE OPTION OF PLACING AT THE SPRING LINE A CONSTRUCTION JOINT LONGITUDINAL KEYWAY. 7. THE LENGTH OF THE STRUCTURE MAY BE INCREASED AT THE OPTION OF THE CONTRACTOR TO MEET RCP ENDS, USING D BARS. LONGITUDINAL AND BOTTOM REINFORCEMENT IN EXTENDED PORTION OF SAME DIAMETER AND SPACING AS SPECIFIED IN THE TABLE, BUT ANY CHANGE IN THE LOCATION OF SPUR MUST BE APPROVED BY THE ENGINEER. - 8. EMBEDMENT P SHALL BE AS SPECIFIED IN THE TABLE. UNLESS OTHERWISE SHOWN ON THE PROJECT DRAWINGS. 9. WHEN THERE IS NO SPUR REQUIRED, A a B BARS SHALL BE OMITTED. 10. WHEN ELEVATION R AND ELEVATION S ARE NOT SHOWN ON PROJECT DRAWINGS, INLET PIPE SHALL ENTER MAIN LINE RADIALLY. WHEN INLET PIPE ENTERS MAIN LINE OTHER THAN RADIALILY, ELEVATION'S SHALL BE SHOWN ON PROJECT DRAWINGS, AND INLET PIPE .SHALL BE LAID ON A STRAIGHT GRADE FROM ELEVATION S TO CATCH BASIN OR GRADE BREAK IN INLET LINE. ELEVATION R SHALL BE SHOWN ON PROJECT DRAWINGS ONLY WHEN STUB IS TO BE PROVIDED IN MAIN LINE FOR FUTURE CONSTRUCTION OF INLET PIPE. 11. THE MAXIMUM COVER ABOVE THIS STRUCTURE SHALL BE 7.5 m (25'). IF THE COVER EXCEEDS 7.5 m (25') A SPECIAL STRUCTURE SHALL BE DESIGNED FOR THE COVER AND DETAILED .ON THE PROJECT DRAWINGS. - - --- - -----� 12: ---DI-MENS-I-ONS--SHOWN-ON--TH-I-S-PLAN- FOR -METRI-C--AND--ENGLI-SH-UNITS _ _.....___._._..___.._._.._ _._... ARE NOT EXACT EQUAL VALUES. IF METRIC VALUES ARE USED, ALL VALUES USED FOR CONSTRUCTION SHALL BE METRIC VALUES EXCEPT..., REINFORCING BAR SIZES IN ENGLISH UNITS MAY BE SUBSTITUTED FOR METRIC BAR SIZES. IF ENGLISH UNITS 'ARE USED, ALL VALUES USED FOR -CONSTRUCTION.-SHALL -BE--ENGLISH..UNITS r . j t j AMERICAN PUBLIC WORKS ASSOCIATION -SOUTHERN CALIFORNIA CHAPTER STANDARD PLAN 340 c 1 SHEET2oF2 SHEET 2 OF 2 BENCH MARK.8-17 TRANSITION STRUCTURE PIPE TO PIPE NOTES: I. WHERE THE BASIN IS TO BE CONSTRUCTED WITHIN THE LIMITS OF EXISTING OR PROPOSED SIDEWALK OR IS CONTIGUOUS TO SUCH SIDEWALK. THE TOP SLAB OF THE BASIN MAY BE POURED EITHER MONOLITHIC WITH THE SIDEWALK OR SEPARATELY. USING THE SAME CLASS OF CONCRETE AS IN THE BASIN. WHEN POURED MONOLITHICALLY. THE SIDEWALK SHALL BE PROVIDED WITH A WEAKENED PLANE OR A 25 mm(I') DEEP SAWCUT CONTINUOUSLY AROUND THE EXTERNAL PERIMETER OF THE CATCH BASIN WALLS, INCLUDING ACROSS THE FULL WIDTH OF THE SIDEWALK. SURFACE OF ALL EXPOSED CONCRETE SHALL CONFORM IN SLOPE. GRADE. COLOR. FINISH. AND SCORING TO EXISTING OR PROPOSED CURB AND WALK ADJACENT TO THE BASIN. 2. ALL CURVED CONCRETE SURFACES SHALL BE FORMED BY CURVED FORMS. AND SHALL NOT BE SHAPED BY PLASTERING. 3. FLOOR OF BASIN SHALL BE GIVEN A STEEL TROWEL FINISH AND SHALL HAVE A LONGITUDINAL AND LATERAL SLOPE OF 1:12 MINIMUM AND 1:3 MAXIMUM. EXCEPT WHERE THE GUTTER GRADE EXCEEDS 8 PERCENT, IN WHICH CASE THE LONGITUDINAL SLOPE OF THE FLOOR SHALL BE THE SAME AS THE GUTTER GRADE. SLOPE FLOOR FROM ALL DIRECTIONS TO THE OUTLET. 4. DIMENSIONS= B = 970 mm(3' -20) V =THE DIFFERENCE IN ELEVATION BETWEEN THE TOP OF THE CURB AND THE INVERT OF THE CATCH BASIN AT THE OUTLET = 1.35 m(4.59. VU = THE DIFFERENCE IN ELEVATION BETWEEN THE TOP OF THE CURB AND THE INVERT AT 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(128). V, = THE DIFFERENCE IN ELEVATION BETWEEN THE TOP OF THE CURB AND THE INVERT OF THE INLET, NOTED ON THE PROJECT PLANS. H = NOTED ON THE PROJECT PLANS. W = NOTED ON THE PROJECT PLANS. A = THE ANGLE. IN DEGREES. INTERCEPTED BY THE CENTERLINE OF THE CONNECTOR PIPE AND THE CATCH BASIN WALL TO WHICH THE CONNECTOR PIPE IS ATTACHED. 5. PLACE CONNECTOR PIPES AS INDICATED ON THE PROJECT PLANS. UNLESS OTHERWISE SPECI- FIED. THE CONNECTOR PIPE SHALL BE LOCATED AT THE DOWNSTREAM END OF THE BASIN. WHERE THE CONNECTOR PIPE IS SHOWN AT A CORNER. THE CENTERLINE OF THE PIPE SHALL INTERSECT THE INSIDE CORNER OF THE BASIN. THE PIPE MAY BE CUT AND TRIMMED AT A SKEW NECESSARY TO INSURE MINIMUM 80 mm(30) PIPE EMBEDMENT, ALL AROUND. WITHIN THE CATCH BASIN WALL. AND 75 mm(30) RADIUS OF ROUNDING OF STRUCTURE CONCRETE. ALL AROUND. ADJACENT TO PIPE ENDS. A MONOLITHIC CATCH BASIN CONNECTION SHALL BE USED TO JOIN THE CONNECTOR PIPE TO THE CATCH BASIN WHENEVER ANGLE 'A' IS LESS THAN 70 DEGREES OR GREATER THAN 110 DEGREES. OR WHENEVER THE CONNECTOR PIPE IS LOCATED IN A CORNER. THE OPTIONAL USE OF A MONOLITHIC CATCH BASIN CONNECTION IN ANY CASE IS PERMITTED. MONOLITHIC CATCH BASIN CONNECTIONS MAY BE CONSTRUCTED TO AVOID CUT- TING STANDARD LENGTHS OF PIPE. 6. STEPS SHALL BE LOCATED AS SHOWN. IF THE CONNECTOR PIPE INTERFERES WITH THE STEPS, THEY SHALL BE LOCATED AT THE CENTERLINE OF THE DOWNSTREAM END WALL. STEPS SHALL BE SPACED 300 mm(12•) APART. THE TOP STEP SHALL BE 175 mm(70) BELOW THE TOP TO THE MANHOLE AND PROJECT 65 mm(2-1/21. ALL OTHER STEPS SHALL PROJECT 130 mm(50). 7. DOWELS ARE REQUIRED AT EACH CORNER AND AT 2 m(79 ON CENTER (MAXIMUM) ALONG THE BACKWALL. 8. THE FOLLOWING STANDARD PLANS ARE INCORPORATED HEREIN: 308 MONOLITHIC CATCH BASIN CONNECTION 309 CATCH BASIN REINFORCEMENT 310 CATCH BASIN FACE PLATE ASSEMBLY AND PROTECTION BAR 312 CATCH BASIN MANHOLE FRAME AND COVER 635 STEEL STEP 636 POLYPROPYLENE PLASTIC STEP 9. 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 CONSTRUCTION SHALL BE ENGLISH UNITS. AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER STANDARD PLAN 300 - 2 � N U AKER & ASSOCIATES CURB OPENING CATCH BASIN SHEET 2 OF 2 RECORD DRAWING m J:\126-2003\storm\sd02.dwo. 10/31/2005 2:56:34 PM. MVP � N U AKER & ASSOCIATES BENCH MARK.8-17 BASIS OF BEARINGS: ENGR. CITY DATE SHOULD CONS TRUC T/ON OF THE REQUIRED IMPROVEMENTS NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN HEREON AND CARRIED FORTH /N A D/L/GENT MANNER, THE CITY ENG/NEER MAY REQUIRE REVISIONS TO THE PLANS TO BR/NG THEM INTO CONFORMANCE W/TH CONDITIONS AND STANDARDS /N EFFECT. QR oiy ��° �,�. L l wq F� �s_ m Li � No. 36637 c Exp: 06-30-06 > s� \P qrF C I �- o�� • OF CA L\F Prepared Under The Supervision Of : P P PREPARED IN THE OFFICE OF MADOLE AND A SSOCIA TES, INC. - 760 A S. ROCHESTER A VENUE ONTARIO, CA 91761 PHONE (909) 937-9151 .`Date • % f S C/ T Y OF FON TA NA CALIFORNIA �o 2q ADAMS 5T S .A -IS, RISE N, 4A. �2'r.#• z BRASS CAP IN THE CONCRETE BASE OF THE BRG. N089'59'31'E STORM DRAIN /N IMPROVEMENT PLANS (qS�i 3S2-Ttao THE SOUTH LEG OF AN SCE TOWER 343'NORTH OF HIGHLAND, 0.2 MI WEST ALONG THE CL SUMMIT AVE a DRAWN BY DJ OF SAN SEVAINE RD., 2.65 MI WEST AS SHOWN ON TR. N0. 16427-1, M.B. 296%7-11. Z OF SIERRA AVE. DA TF OCT 2005 J:\126-2003\storm\sd02.dwo. 10/31/2005 2:56:34 PM. MVP ELEVA TION: 1428.609 DATE ENGR. CITY DATE SHOULD CONS TRUC T/ON OF THE REQUIRED IMPROVEMENTS NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN HEREON AND CARRIED FORTH /N A D/L/GENT MANNER, THE CITY ENG/NEER MAY REQUIRE REVISIONS TO THE PLANS TO BR/NG THEM INTO CONFORMANCE W/TH CONDITIONS AND STANDARDS /N EFFECT. QR oiy ��° �,�. L l wq F� �s_ m Li � No. 36637 c Exp: 06-30-06 > s� \P qrF C I �- o�� • OF CA L\F Prepared Under The Supervision Of : P P PREPARED IN THE OFFICE OF MADOLE AND A SSOCIA TES, INC. - 760 A S. ROCHESTER A VENUE ONTARIO, CA 91761 PHONE (909) 937-9151 .`Date • % f S C/ T Y OF FON TA NA CALIFORNIA �o 4 cn 0 -r N I N STORM DRAIN /N IMPROVEMENT PLANS DRAWN BY DJ �� �� LATERA Aff & B R C T r7l SCALE: AS SHOWN DESIGNED BY CFB` DA TF OCT 2005 CHECKED BY C D SCL LAPP OVED BY z ' f DRAWING NO. 3868 Z 2 RCE 36637 EXP, s- 0-06 WENDELL L.- IWATSURU TY E GINEER R.C.E. 51152 DATE J:\126-2003\storm\sd02.dwo. 10/31/2005 2:56:34 PM. MVP