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Home My WebLink About3021-8u F I IFACE PLATE I SCORING , I LINE I2 EXTRA 15M(+4) ON 2 SIDES OF MANHOLE FRAME IAND COVER I CATCH BASIN ell a MANHOLE FRAME AND COVER O W O N M .. O a \ 0. I STEPS At At 11"-- E a _ l w I iA J I IDOWEL (TYP.) J J PLAN rr a U W^ wa z i' jO OPTIONAL SUBGRADE: CONNECTOR PIPE a� OR MONOLITHIC CATCH BASIN tiz B CONNECTION OU SECTION A ---A / - 100 mm 2GQ mm(84) F_I6 M(@4) ' r 90° DOWEL DETAIL I AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER 15M O 300 mm(94a12") CURB° # N G CATCH BASIN FACE PLATE ASSEMBLY GREENBOOK COMMITTEE CONNECTION O N N CT I O N EACH WAY REV. 1998 SHEET 1 OF 2 USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION REV. 1996 °p USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION 5 mm(1/4')R 190 mm (7 1/2") w Q, O u0 STREET,. GUTTER, 375 mm 051 115 mm (4 1/4") 1125 mm (451 190 mm (7 3/4') 450 mm (181 OR LOCAL DEPRES- 1200 mm (48') 215 mm (8') 525 mm (21') 140 mm (5'1 1275 mm t51'1 SION SURFACE 600 mm (241 v 1350 mm (54') 240 mm (91 675 mm (27") 140 mm (5 1/211) 1425 mm (57.1 240 mm (9 1/48) 750 mm (301 165 mm (6') 1500 mm (60') 240 mm (9 1/21 825 mm (330) 165 mm (6 1/46) 1575 mm (63') 260 mm 001 900 mm (36'1 165 mm (6 1/2")`� 100 mm 260 mm (10 1/4.1 : °C 1725 mm (69") 280 mm (10 3/4') 3:2 1800 mm (720) 280 mm (11") FOR B GREATER THAN 1800 mm (721 SEE PROJECT PLAN (4')R w_j cr SLOPE FLOW LINE Q 75 mm (3 )R DOWELJ E � (TY P., E -J c of N 01 CURB LINE STEPS IF w UL I 1 100 mm (40)MIN. 300 mm 75 rnm v I (12')MAX. .. (3')R --,/ rr a U W^ wa z i' jO OPTIONAL SUBGRADE: CONNECTOR PIPE a� OR MONOLITHIC CATCH BASIN tiz B CONNECTION OU SECTION A ---A / - 100 mm 2GQ mm(84) F_I6 M(@4) ' r 90° DOWEL DETAIL I AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER PROMULGATED BY THE PUBLIC WORKS STANDARDS INC. CURB° # N G CATCH BASIN STANDARD PLAN°OPEN METRIC GREENBOOK COMMITTEE CONNECTION O N N CT I O N 300-21984 REV. 1998 SHEET 1 OF 2 USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION NOTES: 1. 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 I: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' -2') V = THE DIFFERENCE IN ELEVATION BETWEEN THE TOP OF THE CURB AND THE INVERT OF THE CATCH BASIN AT THE OUTLET = 1.35 m(4.5'). 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 mrn(12'). V I = 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(3") PIPE EMBEDMENT, ALL AROUND, WITHIN THE CATCH BASIN WALL, AND 75 mm(31 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(71 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(71 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 CHAPTE=R STANDARD PLAN 300 0 2 SHEET 2 OF 2 CURB OPENING CATCH BASIN OWNER /DEVELOPER: NEW WEST PROPERTIES 369 SAN MIGUEL DRIVE SUITE 375-A NEWPORT BEACH, CA 92660 (949) 640-6420 * FAX: (949) 640-6484 BENCHMARK: CRY B.M. NO. 361 REV.= 1365.00 NAIL IN POLE #1536697E S.W. CORNER SULTANA &: BASELINE MARK BY DATE ENGINEER 71 E BARS -2 ABOVE a 2 BELOW OPENING C BARS/-15MA 0 450 mm (+4 Q 180) 300 mm 02'11 MIN. PQ��p ��• 75 mm (3') MIN. -" Q A 300 mm (12") MIN.k'V 1 \\ E BARS -2 ABOVE 13 \ 2 BELOW OPENING 15M 0 450 mm 15M a 450 mm \\ (+4 0 181 (+4 0 180) ' C BARS SECTION A -A B h, L x,54 PLAN CORNER CONNECTION 300 mm (12') MIN. /-75 mm (31 R A D BARS -2 ABOVE 13 2 BELOW OPENING 300 mm 02") MIN. �\ �'- -15 M 0 450 mm \\ (+4 0 18') s C BARS h t ,h0 PLAN SIDE CONNECTION AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER PROMULGATED BY THE MONOLITHIC CATCH BASIN STANDARD PLAN METRIC PUBLIC WORKS STANDARDS INC., GREENBOOK COMMITTEE CONNECTION O N N CT I O N 08 - 1984 + 300 mm (121 REV. 1996 SHEET 1 OF 2 USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION STRUCTURAL DATA B MONOLITHIC CATCH BASIN CONNECTION C BARS DBE BARS B 1 C EARS DBE BARS 300 mm (121 115 mm (41 c0 E vE 0 0 li to 1050 mm (421 190 mm (7 1/2") w Q, O u0 N 375 mm 051 115 mm (4 1/4") 1125 mm (451 190 mm (7 3/4') 450 mm (181 115 mm (4 1/2') 1200 mm (48') 215 mm (8') 525 mm (21') 140 mm (5'1 1275 mm t51'1 215 mm (8 I/21Ln 600 mm (241 140 mm (5 1/4') 1350 mm (54') 240 mm (91 675 mm (27") 140 mm (5 1/211) 1425 mm (57.1 240 mm (9 1/48) 750 mm (301 165 mm (6') 1500 mm (60') 240 mm (9 1/21 825 mm (330) 165 mm (6 1/46) 1575 mm (63') 260 mm 001 900 mm (36'1 165 mm (6 1/2")`� 1650 mm (66') 260 mm (10 1/4.1 975 mm (39") 190 mm (71 1725 mm (69") 280 mm (10 3/4') 1800 mm (720) 280 mm (11") FOR B GREATER THAN 1800 mm (721 SEE PROJECT PLAN NOTES 1. REINFORCING STEEL SHALL BE 40 mm (1-1/20) 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 (2") 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 Max. SHEET 2 OF 2 REVISIONS APPR. DATE CITY FACE PLATE ASSEMBLY TOP SLAB REINFORCEMENT (SEE CATCH BASIN STANDARD PLAN) mw J �'-B REAR WALL nqt 50 mm "� (24 CL. E BARS ---\\ BARS C BARS M D BARS E M 50 mm F BARS 50 mm u� E (2') CL. A BARS (2") CL. P E B BARS f N t W FRONT WALL X/3 " BOTTOM SLAB (MIN.) TYPICAL REINFORCEMENT DETAILS MAX. MAX. A& B C D E F G WV t tf BAMS BARS BARS BARS BARS BARS 1 m 2.4 m ISO mm 150 mm 1 3.5m 200 mm 200 mm 2m 1.8m 154 mm 150 mm P. m m 3.5 m 200 mm 200 m 4 m 1.2 m 150 mm 150 mm 15M a 300 mm 15M a 450 mm {149 (41 (61 (6"} (+4 0 121 04 Q 181 4 m 2.4 In 150 mm 200 mm 15M 0300 mm 15M a 450 mm 049 (8'} t61 (8.) 04 a 12`1 I+4 a 18'1 4 m 3.5 m 200 mm 280 mm 15M a 150 mm 15M Q 450 mm {i4' } 02' 1 (84) (Id') (+4 !! 80) i+4 018') 9 In 1.2 m 150 mm 150 mm 15M a 600 mm 15M a 450 mm {289 t4' } (60) (64) 04 a 24`) --- 04 a re°) ---- 9 In 1.5 m 150 mm 200 mm ISM a 600 mm 15M 0 450 mm (28') (54) (ls") {81 04 a 2411) (+4 a 180) -""-"- 9 m 1.8 m 150 mm 244 mm 15M a 450 mm 15M a 450 mm (281) (61) (611) (80) (•4 0 18") (•4 a I$") _.�...- 9 In 2.1 m 200 mm 200 mm 15M a 425 mm 15M a 450 mm (281 t71 (811) (81) (+4 a !7") 04 0t8'} -` 9 m 2.4 In 200 mm ZOD mm 15M a X25 mm 15M a 450 mm (28') (81) t$") (8°) (+4 0 13") (+4 a IA") .._" 9 m 2.7 m 200 mm 250 mm 15M a 375 mm 15M a 450 mm (281) {91} (82) (!0") 04 a 150) t+4 a 181 9 m 3.0 m 200 mm 250 mm ISM 0300 mm 15M G 450 mm (2131) (101) {80} (104) (+4 a 1201 04 *IS,,) 9 m 3.3 m 200 mm 250 inm 15M Q 375 mm 15M 0250 mm 15M a 450 mm 15M a 450 mm (281) if I') (86) (100) (+5 a 151 (+4 a 100) 04 a 180) 04 a 181) 9 m 3.5 m 200 mm 250 mm 20M a 450 rnm 15M a 225 mm 15M a 450 mm I$M a 450 mm {281 (12' ) (e•) (lo") 06 a Id") (+4 a 9"} {+4 a 18.1 f+4 a 184} FOR W > 9m (28') OR B � 1200mm (4') SEE PROJECT PLANS CURB OPENING CATCH BASIN REINFORCEMENT AMERICAN PUBLIC WORKS ASSOCIATION -SOUTHERN CALIFORNIA CHAPTER PROMULGATED BYTHE STANDARD PLAN CATCH BASIN REINFORCEMENT 1984 METRIC !'UREIC WORKS STANDARDS INC., S w 9-1 � 1 GREENBOOK COMMITTEE a•.�D f:1� REV. 1998 USE WITH STANDARDS SPtCIFICAi`IOIVS FJIL OR PUBLIC (05 t SIDE AND END WALL STEEL Max. � BARS 1.2 m i4') 150 mm (6"} 15M 0 250 mm (M4 la !0"} 2.4 m (t3') 200 mm {8') 15M � ISO mm (04 a 6"} SHEET 1 OF 2 WORKS CONSTRUCTION 15M a 150 mm N ` 0 m t t G BARS G BARS 50 mm E G BARS or ui M TYPICAL REINFORCE T .ETA{ S GRA I C CATCH BASIN REINFORCEMENT NOTES I. UNLESS OTHERWISE SPECIFIED, REINFORCEMENT FOR CURB OPENING AND GRATING CATCHS BASIN SHALL TERMINATE 50 mm (2") FROM FACE of CONCRETE. 2< 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. 11= ENGLISH UNITS ARE USED, ALG. VALUES USED FOR CONSTRUCTION SHALL. BE ENGLISH UNITS. om V t SIDE AND END WALL STEEL Max. � BARS 1.2 m i4') 150 mm (6"} 15M 0 250 mm (M4 la !0"} 2.4 m (t3') 200 mm {8') 15M � ISO mm (04 a 6"} SHEET 1 OF 2 WORKS CONSTRUCTION N ` 0 m t t G BARS G BARS 50 mm E G BARS or ui M TYPICAL REINFORCE T .ETA{ S GRA I C CATCH BASIN REINFORCEMENT NOTES I. UNLESS OTHERWISE SPECIFIED, REINFORCEMENT FOR CURB OPENING AND GRATING CATCHS BASIN SHALL TERMINATE 50 mm (2") FROM FACE of CONCRETE. 2< 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. 11= ENGLISH UNITS ARE USED, ALG. VALUES USED FOR CONSTRUCTION SHALL. BE ENGLISH UNITS. om V t SIDE AND END WALL STEEL Max. � BARS 1.2 m i4') 150 mm (6"} 15M 0 250 mm (M4 la !0"} 2.4 m (t3') 200 mm {8') 15M � ISO mm (04 a 6"} 3.5 m {12') 250 mm (i0"} 15M a 150 mm AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHARTER STANDARD PLAN METRIC 309-1 CATCH BASIN REINFORCEMENT STANDARD PLAN SHEET 2 OF 2 SEAL -ENGINEER SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS QRaEESS�pN NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF A • scq�F` APPROVAL SHOWN HEREON AND CARRIED FORTH INA DILIGENT MANNER, THE CITY ENGINEER MAY REQUIRE m REVISIONS TO THE PLANS TO BRING THEM INTO � No. 25917 � CONFORMANCE WITH CONDITIONS AND STANDARDS IN Exp. 12/31 /OS EFFECT. s9�F civil �F CA1-�F u s v CURB QPENING _ � � Q w CATCH BASIN (S) � r' p I I I I � x CURB CURB- POINT A 450 mm POINT B POINT C- STR9i� --POINT D U&TT uj E GR SrRA/GNT GRgp PQlNT E-- � -POINT F A D B POINT G ¢< ¢ � --� DIRECTION OF FLOW r � ----DIRECTION OF FLOW � a POINT B POINT C �POINT D - POINT A FLOW LINE F�.OW DINE PROFILE CASE A w F. I- -':c v CURB OPENING � W-1 w CATCH BASIN u,¢iN r I I I coo z��'7 CURB POINT A --POINT B POINT C RR�Cy 5 POINT E POINT F PLANQ � DIRECTION OF FLOW -�-- �m U-� -__ N -.- t •- - -- Wp ! POINT A =-•POINT B --POINT C f C CURB � -POINT D & ui m GUTTERJ 9\ ,C POINT G ¢ '� --� -DIRECTION OF FLOW STANDARD PLAN PROMULGATED BY THE PUBLIC WORKS STANDARDS INC., GREENBOOK COMMITTEE LOCAL AT CATCH BASINS METRIC 313-1 1984 RFV. 1996 POINT U SHEET 1 OF 4 FLOW LINE PROFILE -Flow LINT: CASE B 25 m (1 1 ?50 mm (6 )- - -- - 25 mm (i") 150111111 (6°) 25 m � (1") -••--r- •-�---._-M,G,Oft VAR -_. _..-„r -..._._ 450 mm --- -- •- (1.5') .yid mm _L__._ - _.-VAR.--->•• _ �-.. ° o • RIDGE ° o �^ VALLEY � ,p VALLEY (FACE -h H - • EP ,mow tn'-' SECTION A -•A SECTION B-• B SECTION C -C AMERICAN PUBLIC WORKS ASSOCIATION -SOUTHERN (CALIFORNIA CHAPTER STANDARD PLAN METRIC 313-1 D E P ��SS I O N S STANDARD PLAN PROMULGATED BY THE PUBLIC WORKS STANDARDS INC., GREENBOOK COMMITTEE LOCAL AT CATCH BASINS METRIC 313-1 1984 RFV. 1996 SHEET 1 OF 4 USE WITH STANDARD Sf �CIFICATIQNS FOR PUBLIC WORKS CONSTRUCTION NOTE: I. ALL EXPOSED EDGES SHALL BE ROUNDED TO A 15 mm (1-JALF INCH) RADIUS. 2, THE CURB FACE A'1" POINTS A AND D SHALL BE THE NORMAL CURB FACE OF THE ADJACENT CURB. THE CURB FACE AT POINTS B AND C SHALL BE THE NORMAL CURB FACE OF THE ADJACENT CURB PLUS H (SEE APPLICABLE CATCH BASIN STANDARD PLAN). 3. IN EXISTING STREETS WHERE NO PAVEMENT REMODELING IS INDICATED, THE ELEVATION OF THE OUTER EDGE OF THE LOCAL DEPRESSION SHALL MEET THE FINISHED STREET SURFACE. 4. IN NEW STREETS, OR IN EXISTING STREETS WHERE PAVEMENT REMODELING 1S INDICATED: THE ELEVATIONS OF POINTS F AND G SHALL BE SET Hl HIGHER THAN THE GUTTER FLOW LINE ELEVATIONS AT POINTS A AND D, RESPECTIVELY. THE ELEVATIONS OF POINTS P AND R SHALL 13E SET H2 HIGHER THAN THE GUTTER FLOW LINE ELEVATIONS AT POINTS B AND G, RESPECTIVELY. THE ELEVATION OF POINT S SHALL BE SET HZ HIGHER THAN THE ELEVATION AT 'THE NEAREST GUTTER FLOW LINE. WHERE THERE IS NO GUTTER ADJACENT TO THE LOCAL DEPRESSION, THE ELEVATION OF POINT E SHALL BE SET H3 H3GNER THAN THE ELEVATION AT THE NEAREST TOE OF CURB. 5. DIMENSIONS: W W NOTED ON THE PROJECT PLANS. H1 = NOTED ON THE PROJECT PLANS. H2 = NOTED ON THE PROJECT PLANS. W3 •= NOTED ON THE PROJECT PLANS. G 600 mm (2 Flet) K =- 1.5 m (5 Feet) L = 1..8 m (6 Feet) M 1.2 m (4 Feet) N = 1..'"i m (5 Feet) WD -= CATCH BASIN W FOR ONE CATCH BASIN OR DISTANCE BETWEEN EXTREME END WALLS FOR MUTIPLE CATCH BASINS. THE THICKNESS OF THE LO -CAL DEPRESSION SHALL BE 200 mm (8 INCHES). 6. DIMENSIONS SHOWN ON THIS PLAN FOR METRIC AND ENGLISH UNIT'S ARE NOT EXACTLY EQUAL VALUES. IF METRIC UNITS ARE USED, ALL VALUES USED FOR CONSTRUCTION SHALL BE METRIC VALUES, EXCEPT REINFORCING BAR SIZES IN ENGLISH UNITS MAYBE SUBSTITUTED FOR METRIC BAR SIZES. IF ENGLISH UNITS ARE USED, ALL VALUES USED FOR CONSTRUCTION SHALL BE ENGLISH VALUES. AMERICAN PUBLIC WORKS ASSOCIATION - SDUTFIdRN CALIFORNIA CHAPTER STANDARD PLAN METRIC 313-1 LOCAL DEPRESSIONS AT CATCH BASINS SHEET 4 OF 4 CSL ENGINEERING, INC. CITY OF FONTANAl CALIFORNIA 11651 STERLING AVENUE, SUITE E ` RIVERSIDE, CALIFORNIA 92503 DRAWN BY: SCALE: (909) 785-5122 * FAX 25917 H, (sos) 785-5180 SE STREET IMPROVEMENT PLANS NSA TRACT 159k4-1 DESIGNED BY: DATE: PREPARED BY: R.C.E. N0. RAS ETAIL SEPTEMBER, 2001 ( I EXP. 1273-1/05) DATE: CHECKED B PPROV elf � DWG. N0. SHEET � RICHARD A. SCIANNI JJ L �I C ENGINEER: RICARDO SANDOVAL R.C.E. 5115-�� 3021 H O 11 F JN545/09-21-01/545_-1_STANDBAS.DWG/S:40