The URL can be used to link to this page

Home My WebLink About4169-10IN ' hMa CQEk AT INLET TOP OF FRAME L VCR TYP-�E:- ;2 TYP I ls� I pll 111ABIs �U— su- wm a 'A _J 24' X F -T ltl� ET T\,PP— 2 F 16 mra A S E C T, -0 Nil, 6 NLET TYPE 1 f -31 A t L 10 F ANCHOR, j 75 T-fT; FACC PL L PLAN MIN TC GRADE UNE AS SHOM ON PR(-)r--IIEI flN.JR8 10� OF M11RD rl FL, PolpT U---,, POINT M poill T N P R 0 L E PO�Nl' P GAU�AWL-EO S15 -El .w %fWALK ANGLE FCR S = 750 mm, (!-)*J' AD 1-15s, Usvp- 2 SPAID44 MCHOTH, UIT 3 040i(OS. 4 J ",MR "n12 �,-$EE WITE 8 31 121 # 20 W) FOR S 12ro mm (48"j W vs'S. 8 - 75 mmCO no, usc 64,5,4,5 %3,/0 fin T 40- 2-�214a GA11ANWD STILL AMU (xl 240 7' 'IT" TC SECTiON A- A IOSft `42* 210 6' O11BCft'5e $ 69,- *TxtZ7 EkST"14c, 200 (4wg' IWO &VANn-6 ma mnf- s4l 21;� I J OARS ME POM (13)� #10m 0 420 rym P a 2") MAX OC i RAR S rAl EC -HON 9--B S-TAtlDAR0 PLANS FOR PUBLIG WORKS CONSTRUCTION '-TAliatR PL,kh AN ,a a F,4%C W*u* Vm0Au-,,% 04c, qsm.akx;lK PARKWAY DRAIN 105 5AWCUT � REMOVE GRIND 0. 1 C'MIN.5' 1 EXISTING PAVEMENT EXIST. PAVEMENT AND MiW- MIN. REMOVE EXISTING AC DIKE OVERLAY 0. 101 MIN. WHERE AFFLICA5LE WITACK COAT REMOVE REDWOOD HEADER WHERE APPLICABLE 71- 77 EXISTING PAVEMENT OJOYN DETAIL (TO fORVi SMOOTH TRANSITION) NT5 LEGEND X.XX PROPOSED ELEVATION REINFORCEMENT REQUIREMENTS EXISTING ELEVATION ff FINISHED FLOOR fS fIN151-1ED SURFACE FG FINISHED GRADE FL FLOWLINE ELEVATION TIC TOP OF CURD T5 TOP OF [-')EP\M TW TOP OF WALL TF TOP OF FOOTING TK TOP OF RETAINING GB GRADE BREAK VC VERTICAL CURVE AC A5PI-IALT EP EDGE Of PAVEIVENT FP POWER POLE FCC PORTLAND CEMENT CONCRETE SEP SEPARATE 5T IMP STREET IMPROVEMENT 5TD 51ANDAKD FAD PAD ELEVATION R I M MANHOLE KIM ELEVATION INV PIPE INVERT ELEVATION HDC 1-11GH DEFLECTION COUPLING fLG FLANGED MJ MECHANICAL JOINT 15C BEGINNING Of CURVE EC END OF CURVE ECR BEGINNING Of CURD RETURN ECR END Of CUIP,51RETURN FI_ F)POPFKTY LINE R/W RIGHT--OFAVkY ICE CURB FACE CG CENTER -GRADE Of PIPE MH MANHOLE WC GATE VALVE SEWER —5-5— WATER —VV—\Al— FROP05ED 5TKEET UGI -IT EXISTING STREET LIGHT EXISTING HYDRANT CA F'R,0PO5ED HYDRANT EY15TING MANHOLE EXISTING POWER POLE EXISTING SIGN BLOCK WALL P-16 IN E IN 0 NOTES 1. FLOOR OF BOX SHALL BE TROWLED SMOOTH. Z IF THE TOE OF SLOPE IS ALLOWED WITHIN THE R/W, INLET TYPE I BEGINS AT THE TOE RATHER THAN AT THE RIW LINE. 3. FOR OPEN DITCH (TYPE 2), THE 600 mm (24") EXTENSION BEYOND THE R/W LINE IS NOT REQUIRED WHEN BACK OF WALI< IS 6CO mm (24") OR MORE FROM THE R/W LINE, HOWEVER, THE PIPE SHALL EXTEND TO THE R/W LINE IN ANY EVENT, 4, TOP OF INLET STRUCTURE (TYPE I & 2) SHALL BE FLUSH WITH ADJACENT SURFACE WHERE PRACTICAL. 5. A HEADED STEEL STUD 16 rnm x 160 mm WITH A 25 mm HEAD (5/13" x 6-3/8", 1" HEAD) ATTACHED BY A FULL PENETRATION BUTT WELD MAY BE USED AS AN ALTERNATE ANCHOR. 53, NORMAL CURB FACE AT POINT M AND 0. CURB FACE IS B + 125 mm (5") AT POINT IN AND P. 7. THE 75 mm (3") LEG OF THE 16 mm (5/8") DIA ANCHORS SHALL BE PARALLEL TO THE TOP OF SIDEWALK. 8, SLOPE = 2.0%. LIME AVENUE R/W CROWN LINE 32' 201 20' 12' -31 M E E T MIN EXIST, LEVEL LINE 5'- -0.5' 5 (1.21%- 0.01 2.00°10 r 6.76%) 2.00% �EX15TING 7 PAVEMENT 2b 71PICAL STREET SECTION LIME AVENUE 5TA 23+24.81 TO STA 2G+49.04 NT5 P.L.R/W T. 1. = 5.5 101 PA VING LEGEND AC PAVING COLD PLANE $ OVERLAY REMOVAL RANDALL AVENUE - 3 4' -32' ±20' 5' 5 VIEFT EXIST. (2-027,- C.2407,)--2,00% `EXISTING PAVEMENT �s) TYPICAL STREET SECTION RANDALL AVENUE STA 1 7-f 17.47 TO 5TA 20+57.G I NT5 T.1.=9 P.U.E. R/W POPLAR AVENUE .---4 CROWNLINE -- LANDSCAPED 12' 22' --- BUFFER 5AWCUT V A Rl E 5 A4/Al 0.5'-;- 5' F -LEVEL tt I MEET EX15T� 20' \Z' I PAVEMENT TYPICAL STI?EET SECTION POPLAR AVENUE 5TA 3 1 +50.55 TO 5TA 35+40,79 NTS T.1.=6.5 LEVEL LINE 0.12' CL PROPOSED STREET I — i�l 10, 12' —,l-'—LAND5CAPIfD---?6 bufffER 6'1 0.5' rJ ��`a . @ 2'° `�f� �° 1 .0' .5'0, ?.(,-)OC70 20' (- -LEVEL LINE I 0-01 2°10 TYPICAL STREET SECTION fONTLEE LANE, THYME WAY, 4-- DII-1- LANE 5TA 10+00.00 TO 5TA 19 -I-09.06 NT5 7.1.=5.5 EK 12OJ —min (#4 0 9 nim (I /4y) R - FACE PLATE ASSEMBLY STREET, GUTTER, OR LOCAL DEPRESSMN AND COVER Ld z 0 < OPTIONAL SUBORADE CONNECTOR PIPE < OR MONCLITHC CATCH BASIN 00 a CONNECTION STEPS SECTICN A -A At E 0� 100 mm Omm go- El T—DOWEL (TYP) PLAN DOWEL DETAIL STRUCTURAL DATA WALL AND SLAB DIMENSIONS AND REINFORCEMENT REQUIREMENTS LR POINT C R/W P.U.E. SURFACE-- 100 mm3.2 (4-) R REOUIRED IN P SLO E CURR OPENING 5' CASE B — �j CATCH BASIN c 0-1 '-FLOW UNE v 75 nini 3) R POINT A IN7 B POINT C OINT D - FACE PLATE-----� R E Fw DOWEL (Tly,A) E s 1I - SCORING a LINE CURB LINE R C OU M I + 2 EXTRA 13f,% {{#4) STEPS CA N T w u > OS N 2 SMS MANHOLE FRAME t 100 mm AHD C0VFR (4-) MIN 300 mm 75 mm is CATCH BASIN MANwn A-: AND COVER Ld z 0 < OPTIONAL SUBORADE CONNECTOR PIPE < OR MONCLITHC CATCH BASIN 00 a CONNECTION STEPS SECTICN A -A At E 0� 100 mm Omm go- El T—DOWEL (TYP) PLAN DOWEL DETAIL STRUCTURAL DATA WALL AND SLAB DIMENSIONS AND REINFORCEMENT REQUIREMENTS LR POINT C R/W P.U.E. REINFORCEMENT REOUIRED IN F W CURR OPENING 5' CASE B D CATCH BASIN c 0, 5' POINT A IN7 B POINT C OINT D - R E Fw III R C OU M I E R N T mmm A CASE A w -,,-CURB OPENING m 600 m D CATCH BASIN -IQ— lll�� PLAN WHERE NO EXST GUTTER B CURB FACE . . ............ POINT A POINT $,110 POINT Cl 11-1, S POINT 0 POINT E E PONT F, POINT G N K AdL FLOW PROFIL-E POINT E C P0114T F POINT G FLOW POINT A OPEN POINT D/ POINT B POINT C N FLOW PROFILE 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 MONCLITHICALLY, THE SIDEWALK SHALL BE PROVIDED WITH A WEAKENED PLANE OR A 25 mm (1") DEEP SAWCUT CONT11NUOUSLY AROUND THE EXTERNAL PERIMETER OF THE CATCH RARIN WALL -q, INCLUDING ACROSS THE FULL WIDTH OF THE SIDEWALK. SURFACE OF ALL EXPOSED CONCRETE SHALL CONFORM 'IN SLOPE, GRADE, COLCR, 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, FLOCR CF BASIN SHALL BE GIVEN A STEEL TROWEL FINISH AND SHALL HAVE A LONGITUDINAL AND LATERA- SLOPE OF 1i12 MINIMUM AND 1.3 MAXIMUM. EXCEPT WHERE THE GUTTER GRADE EXCEEDS 87., IN WHICH CASE THE LONGITUDINAL SLOPE OF THE FLOOR SHALL BE THE SANE AS THE GUTTER GRADE. SLOPE FLOOR FROM ALL DIRECTIONS TO THE OUTLET, 4, DIMENSIONS: B = 970 rrm (3`-2") V = THE DIFFERENCE IN ELEVATION BETWEEN TH5 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 CF NOTE 3, BUT SHAT._ NOT BE LESS THAN CURB FACE PLUS 300 mm (12"), vj = THE DIFFERENCE IN ELEVATION BETWEEN THE TOP OF THE CURB AND THE INVERT OF THE INLET, NOTED ON THE PLANS. H = NOTED ON THE PLANS, W = NOTED Oliln-IE PLANS. A = THE ANGLE. IN DEGREES, INTERCEPTED BY THE CENTERLINE OF THE CONNECTOR PIPE AND THE CATCH BASIN WALL TO AHIGH THE CONNECTOR PIPE IS ATTACHED 5. PLACE CONNECTOR PIPES AS INDICATED ON THE PLANS, UNLESS OTHERWISE SPECIFIED, 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 NTERSECT THE INSIDE CORNER OF THE BASIN. THE PIPE MAY BE CUT AND TRIMMED AT A SKEW NECESSARY 70 INSURE MINIMUM 80 mm 3-) PIPE EMBEDMENT, ALL AROUND, WTHIN THE CATCH BASIN 'HALL, AND 75 mm (3"RADII)S ROUNDING OF STRUCTURE CONCRETE, ALL AROUND, ADJACENT TO PIPE ENDS. 2 OF MONOLITHIC 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 110', 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 CONNEC'nONS MAY BE CONSTRUCTED To AVOID CUTTING STANDARD LENGTHS OF PIPE. B. 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 (7 ` BELOW THE TOP OF THE MANHOLE AND PROJECT 65 mm (2-1/2"). ALL OTHER STEPS SHALL PROD 130 mm (5"). 7. DOWELS ARE REQUIRED AT EACH CORNER AND AT 2 rn (7') ON CENTER (MAXIMUM) ALONG THE 8ACK WALL. 8, THE FOLL.OWING SPPWC ARE INCORPORATED HEREIN: 308 MONOLITHIC CATCH BASTIN! CONNECTION 30S CATCH BASIN REINFORCEMENT 310 CATCH BASIN FACE PLATE ASSEMBLY AND PROTECTION BAR 312 CATCH BASIN MANHOLE FRAME AND COVER 635 STEEL ST LP 836 POLYPROPYLENE PLASTIC STEP NOTES: 1. ALL EXPOSED EDGES SHALL BE ROUNDED TO A 115 mm (112") RADIUS, 2. THE CURB FACE AT POINTS A AND 0 SHALL BE THE NORMkL, CURB FACE Or THE ADJACENT CURB. AT POINTS B AND C, THE CURB FACE SHALL BE THE NORMAL CURB FACE OF THE ADJACENT CURB PI US, H (SEE APPLICABLE CATCH BASIN STANDARD PLAN,) 3. IN EXISTING STREETS WHERE NO PAVEMENT RECDNSTRUCTiCN IS SPECIFIED ON THE PLANS, TkE E-EVATIO4 OF THE OUTER EDGE or THE LOCAL DEPRESSION SHAD MEET THE FINISHED STREET SURFACE. 4, IN NEW STREETS OR IN EXISTING STREETS WHERE PAVEMENT RECONSTRUCTION IS SPECIFIED ON THE PLANS: ThE ELIEVAPONS OF POINTS F AND G SHALL BE SET HI HIGHER THAN THE GUTTER FLOW LINE ELEVATIONS AT POINTS A AND D. RESPECTIVELY, THE ELEVATIONS OF POINTS P AND R SHALL BE SET H2 HIGHER THAN THE GUTTER FLOW LINE ELEVATIONS AT POINTS 6 AND C, RESPECTIVELY, THE ELEVATION OF POINT S SHALL BE SET H2 HIGPER THAN THE ELEVA'nON AT THE NEAREST GUTTER FLOW LINE. WHERE THERE IS NO GUTTER ADJACENT TO THE i CCAL DEPRESSION, PiF ELEVATION OF POINT F, SHALL BE SET H3 HIGHER THAN THE ELEVATION AT THE NEAREST TOE OF CURB, 5, DIMENSIONS: H, 111, H2 AND H3 SHALL BE AS NOTED ON THE PLANS. G = 600 mm (24") K = 150C mm (5'-0') L w 1800 mm (6'-0") M = 1200 rnm (4'-0") N = 1500 mrn (5'-0") WD = CATCH BASIN W FOR SINCLE CATCH BASIN OR DISTANCE BETWEEN EXTREME END WALLS FOR MULTIPLE CATCH BASINS. CITY OF FONTANA, CALIFORNIA -STREET IMPROVEMENT PLANS TRACT NO. I GG58 SCALE: �-1 AS SHOWN I. A N E ; T 1-1 YM �4VAN /AY, RANDALL AVENUE �YONTI - F- E - �K - DATE: DILL LANE, LIME lu - POPLAR AVENUE IP14, , MAl'2007 �C7INT LR POINT C R/W P.U.E. F W CURR OPENING 5' CASE B D CATCH BASIN c 0, 5' POINT A IN7 B POINT C OINT D - POINT E C P0114T F POINT G FLOW POINT A OPEN POINT D/ POINT B POINT C N FLOW PROFILE 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 MONCLITHICALLY, THE SIDEWALK SHALL BE PROVIDED WITH A WEAKENED PLANE OR A 25 mm (1") DEEP SAWCUT CONT11NUOUSLY AROUND THE EXTERNAL PERIMETER OF THE CATCH RARIN WALL -q, INCLUDING ACROSS THE FULL WIDTH OF THE SIDEWALK. SURFACE OF ALL EXPOSED CONCRETE SHALL CONFORM 'IN SLOPE, GRADE, COLCR, 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, FLOCR CF BASIN SHALL BE GIVEN A STEEL TROWEL FINISH AND SHALL HAVE A LONGITUDINAL AND LATERA- SLOPE OF 1i12 MINIMUM AND 1.3 MAXIMUM. EXCEPT WHERE THE GUTTER GRADE EXCEEDS 87., IN WHICH CASE THE LONGITUDINAL SLOPE OF THE FLOOR SHALL BE THE SANE AS THE GUTTER GRADE. SLOPE FLOOR FROM ALL DIRECTIONS TO THE OUTLET, 4, DIMENSIONS: B = 970 rrm (3`-2") V = THE DIFFERENCE IN ELEVATION BETWEEN TH5 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 CF NOTE 3, BUT SHAT._ NOT BE LESS THAN CURB FACE PLUS 300 mm (12"), vj = THE DIFFERENCE IN ELEVATION BETWEEN THE TOP OF THE CURB AND THE INVERT OF THE INLET, NOTED ON THE PLANS. H = NOTED ON THE PLANS, W = NOTED Oliln-IE PLANS. A = THE ANGLE. IN DEGREES, INTERCEPTED BY THE CENTERLINE OF THE CONNECTOR PIPE AND THE CATCH BASIN WALL TO AHIGH THE CONNECTOR PIPE IS ATTACHED 5. PLACE CONNECTOR PIPES AS INDICATED ON THE PLANS, UNLESS OTHERWISE SPECIFIED, 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 NTERSECT THE INSIDE CORNER OF THE BASIN. THE PIPE MAY BE CUT AND TRIMMED AT A SKEW NECESSARY 70 INSURE MINIMUM 80 mm 3-) PIPE EMBEDMENT, ALL AROUND, WTHIN THE CATCH BASIN 'HALL, AND 75 mm (3"RADII)S ROUNDING OF STRUCTURE CONCRETE, ALL AROUND, ADJACENT TO PIPE ENDS. 2 OF MONOLITHIC 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 110', 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 CONNEC'nONS MAY BE CONSTRUCTED To AVOID CUTTING STANDARD LENGTHS OF PIPE. B. 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 (7 ` BELOW THE TOP OF THE MANHOLE AND PROJECT 65 mm (2-1/2"). ALL OTHER STEPS SHALL PROD 130 mm (5"). 7. DOWELS ARE REQUIRED AT EACH CORNER AND AT 2 rn (7') ON CENTER (MAXIMUM) ALONG THE 8ACK WALL. 8, THE FOLL.OWING SPPWC ARE INCORPORATED HEREIN: 308 MONOLITHIC CATCH BASTIN! CONNECTION 30S CATCH BASIN REINFORCEMENT 310 CATCH BASIN FACE PLATE ASSEMBLY AND PROTECTION BAR 312 CATCH BASIN MANHOLE FRAME AND COVER 635 STEEL ST LP 836 POLYPROPYLENE PLASTIC STEP NOTES: 1. ALL EXPOSED EDGES SHALL BE ROUNDED TO A 115 mm (112") RADIUS, 2. THE CURB FACE AT POINTS A AND 0 SHALL BE THE NORMkL, CURB FACE Or THE ADJACENT CURB. AT POINTS B AND C, THE CURB FACE SHALL BE THE NORMAL CURB FACE OF THE ADJACENT CURB PI US, H (SEE APPLICABLE CATCH BASIN STANDARD PLAN,) 3. IN EXISTING STREETS WHERE NO PAVEMENT RECDNSTRUCTiCN IS SPECIFIED ON THE PLANS, TkE E-EVATIO4 OF THE OUTER EDGE or THE LOCAL DEPRESSION SHAD MEET THE FINISHED STREET SURFACE. 4, IN NEW STREETS OR IN EXISTING STREETS WHERE PAVEMENT RECONSTRUCTION IS SPECIFIED ON THE PLANS: ThE ELIEVAPONS OF POINTS F AND G SHALL BE SET HI HIGHER THAN THE GUTTER FLOW LINE ELEVATIONS AT POINTS A AND D. RESPECTIVELY, THE ELEVATIONS OF POINTS P AND R SHALL BE SET H2 HIGHER THAN THE GUTTER FLOW LINE ELEVATIONS AT POINTS 6 AND C, RESPECTIVELY, THE ELEVATION OF POINT S SHALL BE SET H2 HIGPER THAN THE ELEVA'nON AT THE NEAREST GUTTER FLOW LINE. WHERE THERE IS NO GUTTER ADJACENT TO THE i CCAL DEPRESSION, PiF ELEVATION OF POINT F, SHALL BE SET H3 HIGHER THAN THE ELEVATION AT THE NEAREST TOE OF CURB, 5, DIMENSIONS: H, 111, H2 AND H3 SHALL BE AS NOTED ON THE PLANS. G = 600 mm (24") K = 150C mm (5'-0') L w 1800 mm (6'-0") M = 1200 rnm (4'-0") N = 1500 mrn (5'-0") WD = CATCH BASIN W FOR SINCLE CATCH BASIN OR DISTANCE BETWEEN EXTREME END WALLS FOR MULTIPLE CATCH BASINS. CITY OF FONTANA, CALIFORNIA -STREET IMPROVEMENT PLANS TRACT NO. I GG58 SCALE: �-1 AS SHOWN I. A N E ; T 1-1 YM �4VAN /AY, RANDALL AVENUE �YONTI - F- E - �K - DATE: DILL LANE, LIME lu - POPLAR AVENUE IP14, , MAl'2007