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HomeMy WebLinkAbout3517-2R W30' 1 30' 0-1 12' 18' 1 18' E' Y R W 12' i 5' 0.5' W' Y R W 12' 0.5' I 5' 2.0 % DA' KC%bIU=1M 1 N. T. S. QUANTITY N. T. S. T. I. = 5.5 T. I. = SASSAFRAS CT. -STA. 9+56.57 - 14+55..00 RED ASH CT.- STA. 10+41.44 - 12+18.68 WATER ELM PL. - STA. 10+39.86 - 15+34.86 RED CEDAR CT. - STA. 11+40.73 - 14+37.72 SNOW BELL PL. - STA. 16+26.73 - 20+37.73 CRABAPPLE LN. - STA. 14+50.62 - 16+49.69 9+55.17 - 14+50.62 FG2.0% --�- 32'�� 0 a 34'34' 32' 20' T 22' 20' DA' KC%bIU=1M 1 IAL QUANTITY N. T. S. A CONSTRUCT DRIVEWAY ENTRANCE PER CITY OF FONTANA STD. 1005A T. I. = 5.5 ©9 LACEBARK ST - STA. 10+67.47 - 18+36.00 BLUE ASH LN.- STA. 10+45.00 - 15+11.02 SCOTCH PINE WY. - STA. 10+43.31 - 12+58.85 JUNEBERRY LN. - STA. 8+09.76 - 10+69.25 RED CEDAR CT.- STA. 10+69.25 - 11+40.7J CRABAPPLE LN. - STA. 9+55.17 - 14+50.62 FG2.0% --�- -- •-I 0 a 34'34' 26 _ _ . Crosawaik - ASE A FG 22' T he alk shall b r yen err the sidewalk shall ba ramped dawn as shown In o Casa CM on Standard Plan A888. 3. when romp to boated fi center of aurreturn, erosswaik 22' vv VV`Som F__V oyl1 N. T. S. T.I. = 6.5 SWEETGUM WY. -STA. 10+76.00 - 11+69.00 34' 34' 22' T 22' R'LW 12' 5 5' 10.' 2.0% E' Y R W 12' 5' 10.5' 2.0% R W 12' 5' 0.5' R' W 12' 0.5' I 5' 2.0% N. T. S. T I. = 6.5 UNDERWOOD DR. - STA. 3+48.42 - 20+54.26 RLW 32' 32' 20' , 20' 12' 5 10.5' P2. 1 00% I 2.0 0 2.0% - --- .--- - - _ :-- ,- -:. - - z 2 5 33 Q 64' RESIDENTIAL _CL N. T. S. W CL T. I. = 5.5 JUNEBERRY LN. - STA. 8+09.76 - 10+69.25 CONSTRUCTION MOTES QUA TITS ST. CONT. T. NO. ITEM TO BE CONSTRUCTED OR INSTALLED QUANTITY UNIT A CONSTRUCT DRIVEWAY ENTRANCE PER CITY OF FONTANA STD. 1005A 4 EA ©9 CONSTRUCT 18" RCP STORM DRAIN PIPE (D -LOAD PER PLAN) 4 LF 0 © CONSTRUCT CT CONCRETE COLLAR PER APWA STD. 380-2 1 EA 31 ADJUST VALVE LIDS TO GRADE 2 EA ©2 REMOVE EXISTING RCP STORM DRAiN 6 LF 48.63 CONSTRUCT CURB ONLY ER CITY OF.F NTANA STD 1003 (H PER PLAN) 133 LF Q�Q� WSCIQNgyFw DATE: S-- Acv- i% y'� �m MA7YHEW C. HIC s CM N0.63494 63494 RC NO. 63494 EXP. 09-30-08 LLJExp. Sept. 30, 2008 w 5' TYP. CIVIL�P VARIES ON �1 F OF C A��F��� -j SHT . 14 GRIND & REMOVE EXISTING DI A.C. PAVEMENT AND OVERLAY 3: W/NEW A.C. & SEALCOAT <1 0.1' MIN�� NL Y SA WCU T R/W LINE I- I 103' EXIST. GROUND NL Y R/I W NL Y R/W EXIST. /Z GROUND 0.5' 6' 2.0%' n SIDEWALK SA WCU T LINE VARIES 53'-66' S'L Y 103' PRIMARY SCALE 1" = 10' JURUPA AVENUE STA. 14+01.15 - 17+03.68 T1=10 S'L Y VARIES 103'-116' R/w 50' 12' VARIES 34'-64' 3'I MEDIAN (VARIES 28'-43') (8'-14' VARIES VARIES 7'-22'.1.LAP JOINT VARIES 27'-42' SCALE 1" = 10' JURUPA AVENUE STA. 13+00 - 14+01.15 SA WCUT T1=10 LINE 116' 66' q 01 54' (10') (3) VARIES 4'-22' LAP JOINT VARIES 42'-60' , MEDIA VARIES 32'-50' 3 14 8 (1.2.0%) -1_5%-3.o% �- =- .._ _ _.m. . EXISTING IMPROVEMENTS Ge ' SCALE 1" = 10' JURUPA AVENUE STA. 10+97.61 - 13+00 T/= 10 R W 30, 30' e0.1.*. Y Pl F1 M_N0. 9ETI 11L R W - 12' 18' 1 18' 12' C Sae Nota 9 IC/f0 a3aT CdINTY accommodate platform the sidawalk may be depressed ion9ftgdlnahy as_In_Case A _ ... 4,219 LF 0.5' I 5' I ora or C or may be wldcnad as In Case D. - - . 5' 71,593 10.5' 48.63 - VARIES 2%-4% o 1 P2.0% 1 VARIES48.63 2-5% 2.0 0.D m or greater - FG2.0% --�- -- •-I 0 a CONSTRUCT LOCAL DEPRESSION PER APWA STD. 313-1, SHOWN ON SHEET 3,' CASE PER PLAN. 26 _ _ . Crosawaik - ASE A FG 48.62 - - p gI he alk shall b r yen err the sidewalk shall ba ramped dawn as shown In o Casa CM on Standard Plan A888. 3. when romp to boated fi center of aurreturn, erosswaik 48.62 FS 5 2 2 5 FS aanf)&ratWn mast be similar to that shown for Case E - 60' SHORT RESIDENTIAL _ _ 2 EA N. T. S. to accommodata. wheelchairs. SF 15 T. I. = 5.5 SF c - SNOW BELL PL. - STA. 17+69.93 - 18+38.02 WEST CURB -� REMOVE EXISTING A.C. SWALE SNOW BELL PL. - STA. 17+71 - 18+31.75 EAST CURB 18 E a Ian Max at au 8.33% Max -Crosswalk -See Nate 8 :f 1.22 m �7. Max at aro 2% Max Yin ID - sea Note a -I!Em ai. i+Vll ExsmEw _ �P9 is�y� Jule 1. 1999 - a 5 qy Fran+ naa emwnE ansid.. Mote 8 1 wak edge of .. mswwsn,wsow-a, srm.-,. a I` c.rmwee, sr.aun awe er rxa Mm do- a.a�" oI� crag t NOTES L22 600 mm Mm 1--1 �.. e0.1.*. Y Pl F1 M_N0. 9ETI 11L I. Lrj g I� - See Mata 9 - 187,352 I�L.53� -. m._, (/^ at edge necessa'ary at I i of ekbwd.. - C Sae Nota 9 IC/f0 a3aT CdINTY accommodate platform the sidawalk may be depressed ion9ftgdlnahy as_In_Case A _ ... 4,219 LF . - _ CASE C - Ian Max at au 8.33% Max -Crosswalk -See Nate 8 :f 1.22 m �7. Max at aro 2% Max Yin ID - sea Note a -I!Em ai. i+Vll ExsmEw _ �P9 is�y� Jule 1. 1999 - a 5 qy Fran+ naa emwnE ansid.. Mote 8 1 wak edge of .. mswwsn,wsow-a, srm.-,. a I` c.rmwee, sr.aun awe er rxa Mm do- a.a�" oI� crag t NOTES \L Y. 4S O 0 DIAL TWO WORKING BEFORE DAYS BEFORE YOU D111Ci YOU DIG 4 LAP JOLT DETAIL I TOLL FREE 1-800-227-2600 nlnT Tn crAlP' A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT _ 29) PLAN NO. L22 600 mm Mm 1--1 �.. -•�-680 me Min - 10x Max I. Lrj g I� - See Mata 9 L If drstance #t Om curia to back of srdgwalk is too. short to ramp.. and L22 m as in Case A 187,352 SF .33% Max C Sae Nota 9 at. garb .'I accommodate platform the sidawalk may be depressed ion9ftgdlnahy as_In_Case A _ CONSTRUCT 8" CURB AND GUTTER PER CITY OF FONTANA STD. 1003 4,219 LF - - - - - _ CASE C - - ora or C or may be wldcnad as In Case D. - - . CONSTRUCT CONCRETE SIDEWALK (W=5') PER CITY OF FONTANA STD. 1015 71,593 Plonting area i r L22 m Man. - - 23 CASE' F 2. If sidewalk ss less filen sem wide. the 1.0 ice of the --. CONSTRUCT CROSS GUTTER (W=10') PER CITY OF FONTANA STD. 104 1,283 0.D m or greater - Use when ardewdlk Is leas than I.8 m wide - Seg Note 4 - arderakc s shown Case Con iters C de CONSTRUCT LOCAL DEPRESSION PER APWA STD. 313-1, SHOWN ON SHEET 3,' CASE PER PLAN. 26 _ _ . Crosawaik - ASE A - Sea Nate 2 A - - - - p gI he alk shall b r yen err the sidewalk shall ba ramped dawn as shown In o Casa CM on Standard Plan A888. 3. when romp to boated fi center of aurreturn, erosswaik 11 INSTALL BARRICADE PER CITY OF FONTANA STD. 118 - - Sao Nota 9 L22 In,:: 12 �- aanf)&ratWn mast be similar to that shown for Case E - SF 1© _ _ 2 EA 14 CONSTRUCT 6.5" MIN. A.C. OVER 959 COMPACTED NATIVE SOIL (A.C. 187 TONS) to accommodata. wheelchairs. SF 15 A or 8 - - - - L SF c - Front edge of, A. For Canes F and G. -he Ianglte.Idlna oarflan of the sidewalk -� REMOVE EXISTING A.C. SWALE Retaining curb 1.f I. necessary If edge _ 18 E a 1 mlaew0lk Sae Nate 9 maY: need to be 0epfe850d a8. gil0wn in Case 6. 5. it located on a curve the sides of the ramp need not be CONSTRUCT CURB OPENING CATCH BASIN PER APWA STD PLAN 300-2 (W & V PER PLAN) DETAIL SHOWN HEREON. STRUCTURAL DATA MODIFIED AS SHOWN. 1 Jr"of srdawatk - - e CONSTRUCT CONCRETE SIDEWALK (W=6') PER CITY OF FONTANA STD. 1015 3,750 -' -:� - '- --_ EXISTING UTILITY VAULTS TO BE RELOCATED BY OTHERS parallel, but theminimumwidth of the rump shall be. L22 ,n - 40 ©2 REMOVE EXISTING BARRICADE 90 LF © CONSTRUCT RESIDENTIAL DRIVEWAY APPROACH PER CITY OF FONTANA STD 103 149 EA ® CONSTRUCT RESIDENTIAL DRIVEWAY APPROACH PER CITY OF FONTANA STD 1005A (W=PER PLAN) S. Tranaltlans from.. ramps to walks, gu++era, or streets shall EA © REMOVE EXISTING CURB & GUTTER Note LF I YYY a EA be flusn and free of abrupt changes. ax - Sae a - .� x •" 00 Front a c of x �I$ x T. Sldawa9c and ramp itllcknesa, "T", shot be 9C1 emn Mgitmum. See Mate 8 1 �, .. side-*& 6. The ramp shah have a 300 mai wide border wtth 6 mm - N I cgr aveatch. a approximately 20 mm an confer. See grooving . V 1I N TW&T& surface 9. Curb ra nDs that haw a ramp. slope flatter than 6.67% - A . curb- at cur4 m Sea Mote 9' srnaw have a datactabla warning surface that extends the r tlk width 4f the r aro and 600 mm miimum€aegah.sllsporfo +hat shown on Gass 0. Oetecfahla Namfng Sa'faaas. err the option of teh Contractor, shall be confructed oy z 75`17� F CASED C- _ ®aat'In place or Stamped msthod, or consist. of a Prefcmicated='"Front 40CO of - Note 4 surfa'e,The prefatirtcated ■rface shdk nfarm to ths eTdevrWk _ _Sea the roaulrements in +he. $oecid Pro%gsrons io. when detectable warning surfoaa rs not required on a ). -IN A or 9 See NOte 9 - See Nota a e ,, 0 0 _ 0 - - curb ramp, the concrete finish of the ramp and Its flared sides shill have o tronsverse broomed surface texture rougher'. than the surrounding videwalk. CD 00 S CASE $' - c �X /P/0� IOf rl. Ramp ccurab +slope farmowNnllonngriudnd sfrain idewalk adjacent to top at the ramp. except At Case C. '.Top }died p No+• 9 0 12. L1 Mt pWl bpxe8. mnthalas, vaults and all other utility facrlitres the of rang m .. - - o. RAI$E'D TRU-fI;ATED within boundaries of. the curb raw wig be hounded - ... Plea+ 'T _... _area 2X Maxi. E es $ `' 2 m - v i ` - D>?1M PA TERN 5 relocated or d1lus+ed to grade by Me ewer prior to or kh conlundtion with.curb ramp constructlon. - 9.33% Maze - - _ _ 11,..,e r - _ - _ R. Maximum slopes of adjoining ystters, the road acrfaGe Immediately adjacent to the gurb ramp end centinuaus - SECTION A -A di d Max 1 3_1T ,°ailtnki i.zz the the top or bottom of the currbrgmp, ' - .TOP of ramp Retaining orb - p-oaswdhc .. {%���I 1 l ) 1. 14.Oester€ deta8s approved by the orwrsron. of +he Start Architect on Mach I6. r946. - Rounded - If nacassary - - - - - - CASE E RAISED TRUNCATED DOME aa3% Max u Max ?" DETECTABLE WARNING SURFACE u SECTION B-@ APproxrmatery 2D mm sae Nota e ..Depress entire sidewalk -a5 raqus-td - - 6 t�-\jr-�l ! _ 1 - - Limit Of pay STATE OF CALIFORNIA - . Retahltn4 C4rA - ll nergssdry °: - - --.- - ' _ _ L( • t - • -' . - - � .. . s ' -. , - - -- Removal and replacament at 004 roefor's. option unless otherwise shown : r Rouhded DEPARTMENT of TRANSKRTATION. (`„URB RAMP --DETAILS _ - ... - T GROOVING DETAIL an project grans, 2z YaxJ NO SCALE \L Y. 4S O 0 DIAL TWO WORKING BEFORE DAYS BEFORE YOU D111Ci YOU DIG 4 LAP JOLT DETAIL I TOLL FREE 1-800-227-2600 nlnT Tn crAlP' A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT _ 29) PLAN NO. 1 TEM TO BE CONSTRUCTED OR INSTALLED QUANTITY UNIT O CONSTRUCT 4" MIN. A.C. OVER 959 COMPACTED NATIVE SOIL (A.C. 5,094 TONS) 187,352 SF 2Q CONSTRUCT 6" CURB AND GUTTER PER CITY OF FONTANA STD. 1003 9,453 LF O CONSTRUCT 8" CURB AND GUTTER PER CITY OF FONTANA STD. 1003 4,219 LF ® CONSTRUCT 6"-8" CURB AND GUTTER TRANSITION 393 LF O CONSTRUCT CONCRETE SIDEWALK (W=5') PER CITY OF FONTANA STD. 1015 71,593 SF © CONSTRUCT ACCESS RAMP PER CITY OF FONTANA STD. 1006 23 EA O7 CONSTRUCT CROSS GUTTER (W=10') PER CITY OF FONTANA STD. 104 1,283 SF ® SAWCUT AND REMOVE EXISTING A.C. PAVEMENT, REPLACE WITH 12" THICK A.C. PAVEMENT, AND FEATHER TO MEET EXISTING GRADE CONSTRUCT PER LAP JOINT DETAIL SHOWN HEREON. 18,484 SF CONSTRUCT LOCAL DEPRESSION PER APWA STD. 313-1, SHOWN ON SHEET 3,' CASE PER PLAN. 26 EA 10 CONSTRUCT 4.5" MIN. A.C. OVER 959 COMPACTED NATIVE SOIL (A.C. 2,206 TONS) 81,156 SF 11 INSTALL BARRICADE PER CITY OF FONTANA STD. 118 80 LF 12 REMOVE EXISTING CURB, GUTTER, CROSS GUTTER, AND SIDEWALK PER APPROVED METHODS 2,020 SF 1© CONSTRUCT ACCESS RAMP PER CALTRANS STD. A88A (CASE F) 2 EA 14 CONSTRUCT 6.5" MIN. A.C. OVER 959 COMPACTED NATIVE SOIL (A.C. 187 TONS) 4,761 SF 15 CONSTRUCT CONCRETE SIDEWALK (W=6') PER CITY OF FONTANA STD. 1015 4,856 SF 16 EXISTING POWER POLES TO BE RELOCATED BY OTHERS 606 LF REMOVE EXISTING A.C. SWALE 3,029 SF 18 REMOVE EXISTING CSP RISER ASSEMBLY 1 EA 19 CONSTRUCT CURB OPENING CATCH BASIN PER APWA STD PLAN 300-2 (W & V PER PLAN) DETAIL SHOWN HEREON. STRUCTURAL DATA MODIFIED AS SHOWN. 1 EA 0 CONSTRUCT CONCRETE SIDEWALK (W=6') PER CITY OF FONTANA STD. 1015 3,750 LF © EXISTING UTILITY VAULTS TO BE RELOCATED BY OTHERS 2 EA ©2 REMOVE EXISTING BARRICADE 90 LF © CONSTRUCT RESIDENTIAL DRIVEWAY APPROACH PER CITY OF FONTANA STD 103 149 EA ® CONSTRUCT RESIDENTIAL DRIVEWAY APPROACH PER CITY OF FONTANA STD 1005A (W=PER PLAN) 2 EA © REMOVE EXISTING CURB & GUTTER 58 LF ® REMOVE EXISTING HANDICAP RAMP 1 EA 15M 0 300 mm(940120) FACE PLATE EACH WAY- ASSEMBLY 5 mm(1/4a)R STREET, GUTTER. OR LOCAL DEPRES- k 7A SION SURFACE • MIR ..vwcv a r-�riwa 1 PUBLIC WORKS ASSOCIATION SOUTHERN CALIFORNIA CHAPTER �_ o: W SLOPE i 1984 300-2 FLOW LINE SHEET 1 OF 2 j 75 mm I DOWEL .r (3')R (TYP.) CURB LINE a o a N n du x - + s STEPS � F t 100 mm 1 (4•)MIN.. 300 mm 75 mm (124MAX. (3•)R z" .. Wer _ o= �_ -- �� OPTIONAL SUBGRADE CONNECTOR PIPE OR MONOLITHIC cl� CATCH BASIN B CONNECTION ou SECTION A -A mm200mm(8•R :(04:?) IOW 4) 90• ti v - P DOWEL DETAIL AMERICAN ..vwcv a r-�riwa 1 PUBLIC WORKS ASSOCIATION SOUTHERN CALIFORNIA CHAPTER PROMULGATED BY THE f� PUGREENSOOOKCCAOMMTT E"C CURBVPENiNG CATCH BASIN STANDARD PLAN METRIC 1984 300-2 REV, 1680 USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SHEET 1 OF 2 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'-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(4.51). 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(12•). V, = THE DIFFERENCE IN ELEVATION BETWEEN THE TOP OF THE CURB AND THE INVERT OF THE INLET. NOTED ON THE PROJECT PLANS. H a 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(3e) PIPE EMBEDMENT. ALL AROUND. WITHIN THE CATCH BASIN WALL, AND 75 mm(3e) 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(12e) APART. THE TOP STEP SHALL BE 175 mm(7e) BELOW THE TOP TO THE MANHOLE AND PROJECT 65 mm(2-1/2•). ALL OTHER STEPS SHALL PROJECT 130 mm(58). 7. DOWELS ARE REQUIRED AT EACH CORNER AND AT 2 m(7') ON CENTER (MAXIMUM) ALONG THE BACKWALL. 8. THE FOLLO� ING STANDARD PLANS ARE INCORPORATED HEREIN' - 308 MONOLITHIC' CATCH BASIN CONNECTION 309 CATH BASIN REINFORCEMENT 3 10 CAT 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 PIAN 30020 2 CURB OPENING CATCH BASIN SHEET Q Ln LnO 1.b Z O CD 0 N 0 I C I I n Kl .SECTION. C -C - - - - - DETAIL H ALL DIMENSIONS ARE IH Extsting curb and mrdewdk - MILLIMETERS L94LIESS OTHERw15E SROWH A88A Z REVISION DESCRIPTION Q DATE ENGR. CITY DATE PLANNINC3 ■ DESIl3N ® CONSTRUCTION CITY OF FONTANA, CALIFORNIA eQ , SUITE 220 SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT O QROF E S S I py�l ONTARIO, 6CA 1IFORNIA 1764-5592 w �. STREET IMPROVEMENT PLANS COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL y� ��` tif�� ® ® ® 909.581.0196 ■ FAX 909.581.0192 www.RBF.com o SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER , N m DRAWN BY: TRACT 16495-� SCALE: o RECORD DRAWING 04/08 THE CITY ENGINEER NEER MAY REQUIRE REVISIONS S I ONS TO THE PLANS TO w p.. /30/0 �, c O N S U LT I N G RG NTS �, sinlo Exp. 9/30/06 TREET ECTIONS & DETAILS JOB NUMBER REV. JUNEBERRY LN. AND SNOWBELL PL. STREET 8/05 yVl RING THEM INTO CONFORMANCE WITH CONDITIONS AND s PREPARE UND TH su vl OF: DESIGNED BY: Q STANDARDS IN EFFECT. ��r �1 v�� o��� <RG WING N 534 < APP OVE DRAWING N0. o CROSS SECTIONS AND QTYS. OF C E DATE: -Q'S CHECKED BY: - 2 0 REV. JURUPA AVE. STREET CROSS SECTIONS AND QTYS. 3/05 MATT EW C. HICKS RCE N0. 63494 -.EXP. 09-30-06 � MCH RICARDO SANDOVAL R.C.E. 51152 DATE: 3517 14 ..