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HomeMy WebLinkAbout4813-25J4012- EACH WAY FACE PLATE ASSEMBLY I I {•R IOOCALL DEET PRESSroI°.tR SURFACE f I---- --` ♦fit • SLOPE �. 1 SCORING I j FLOW LK LlkE Ioml J 2 EXTRA lam 2 SLOES OF i i CURB UNE LF + a I MANHOLE FRWE L, OND COVER 1 I ST#PS t I CATCH BASIN I I 12'ML AX J -R LIAIi'IOLE FRAM � I AND COVER F L I Q - d CONNECTOR PiPE SUBGRADE OR MONOLITHIC A �- mP5 ( 1i 8 CATCH BASIN CONNECTION ku "r ^I 1 `- SECTION "A-Ar".est ' '�_ 4 k i H DOWEL (IVP.} U P 90 PLAN DOWEL DETAIL NOT TO SCALE: FES5ra PROVED CITY OF FONTANA CITY ENGINEER DATE 1 "` No.stts2TCURB OPENING RICARDO SANDOVAL CATCH BASIN I0I BY: Or OIL REVMON NUMBER: STD, PLAN No. 3004 SHT 'I OF * EXP.9f3D1pg �'lF cnrz �,�yti,� .mam STRUCTURAL DATA WALL AMC SLABt}IM£NSIaItS AND REINFORCEMENT REQUIREMENTS MAX MAXRGHFDRCEMENT t IF REdUiREI1 N W Y FRONT REAR BOTTOM END WALLsue WALL 3.5' 12' r b• i+ REBaR s `T2' O.C. t} Y' REQUK r 1 14' 4' is G' E If 12' 8' 10" v R 4' fi � U E o b> 6- 8• A 0 �N 00 8' 8' n tD' 8• t0` E 0 10" "PER STANDARD NQ. 3812 FOR W > 28, V > 1 FACE PLATE ASSEMBLY TOP SLAB REINFORCEMENT (SEE CATCH BASIN STANDARD PLAN) � �u f - U 2" CL -�- • REAR WALL E BARS .. BARS © BARS F BARS2' CL ~' :I 2' CL ' C BARS � A BARS t - B BARS ' t � i 3" CL B177TOM SLAB X/3 FRONT WALL (MIN) PLANS 2' ORB > 4 SEE PROJECT PLANSAla- I TYPICAL REINFORCEMENT DETAILS MAX LIAR V # f Ag$ BARS C BARS D BARS E BARS F BARS G BARS 3.5' 8' Is. &" 14 O 12' 14 O 12` #4 O !12' J4 A 12` 14 O 12" �4 O 12- 3-Y 12' $" 8' J4 O 12' #4 O 12" J4 O '12" 1+ O 12". #4 O 12' #4 O 12` r 6' b` s' }14 o 12" J4 O 12` J4 O tit" if+ O 12" ;4 O 12' J4 D 12" r 112' 8" s' 14 ®12' 14 O 12' 14 O 12` 14 D 12" #4 O 12" J+ D 1z° i+' 4' 6` 6' 14 O 12' #4 O 12" 14 O 18' 14 O 12" #4 O 12' 114 O Ir 14' 8' 6` 8' 14 O 12' 14 O 12" #d O t8' 0$ O 12" j4 O 12" #+ 4 12` 14' 12' 8' Ta' #4 O 12' 14 D 6" #4 D 18" J4 LS 12" 14 D 12' 14 a 12" 28' 4' b" 6' %4 O 24' J4 O 11' 14 O 12" 14 O 12" #4 O 18" 1+ 9 12- 2W S' 6' B' J4 O 24" J+ O 12" J+ O 12' #4 O 12" #4 O 18* 14 O 12" 28' 6' 6' 8' 14 O 18" #+ 0 12' J4 O 12" /4 O 12` #4 O 18" 14 O 12- 29' T' 8" 8` �+ O il" #{ b 12` #4 0 '12' J4 O 12' 1+ O 18' #+ O 12- 28- 8' 8" 8" g4 O 13' #4 O 12" /4 O 12' #4 O 12' #4 ®16' #4 O 12" 28' 4' 8' IT 1#4 #4 O 15" #4 O 12' 11 +@ 12" f4 O 12' j4 O IB' 14 O 12" 28' 10' 8' 10' #+ O 12` J4 O 12" 14 O 12' 1+ O 12" #4 0 18' 14 ®12' 28' 11' 8' 14' 15 d 15" 14 O tY #4 M1? 12' 14 O t0' 14 O 18' #4 O 18" 28' 12' 46-6 18" 14 O 12" #4 O 12` #+ O 9" J4 A 16' 14 0 CURS OPENING CATCH BASIN REINFORCEMENT NOT To stALE 11ED : CiTY OF FONTANA � TTY ENGIN DATE GRATE CATCH BASIN Na 51152 1t1cARo0 SANDOVAL REINFORCEMENT EI{R 00A?7 REVIEWED BY:'__�_____ cn>tl �ti, mama far CALiE�' DATE OF LAST RE:V15NT1•!: STD, LNo. PLAN PLANS 18' FOR W > 28' OR 8 > 4' SEE PROJECT PLANS 3005 SffT 1 � 2 BASIS OF BEARING BENCHMARK THE BEARINGS HEREON ARE BASED ELEVATIONS AS SHOWN HEREON ARE IN TERMS OF THE ON THE CENTERLINE OF VALLEY VERTICAL DATUM OF 1929 BASED LOCALLY UPON THE BOULEVARD BEiNG N 89-28-58.00 FOLLOWING CiTY OF FONTANA BENCH MARKS: E, AS SHOWN ON PARCEL MAP NAME NGVD 29 ELEV. (FT.) 12433, P.M.B. 165/35-36 O.R. 586 1140.951 438 1140.418 NOTES: 1. WHERE THE BASLN 5 Tp BE CONSTRUCTED WlttitN THE LBArtS OF £711STIN6 OR PROPOSED- 51D#WAUC OR S CONTIGUOUS TO SUCH SIDEWALK. THE IOP 5lAD OF THE BASIN MAY BE POURED EITHER MDNO[lTHIC HiITH THE SIDEWALK OR SEPARATELY. USING TIE SAME CLASS OF CONCRETE AS IN THE BASIN, YlHEN POUttEO M0NOLTi1•dC4LLY, THE 5at1EwA1.lC SHALL BE PROVIDED WITH A WEAKENED PLANE OR A t' DEEP SAYI"CLTT CONTEVt1OUSlY AROUND THE EXTERNAL PERIMETER OF THE CATCH BASIN WALLS, INCLUDING ACROSS THE FULL WIDTH OF THE SIDEWALK, SURFACE OF ALL EkPD5ED CONCRETE SHALL CONFORM IN $CAPE, GRADE, COLOR, FINISH AND SCORING 14 Ext5T94G OR PRDPOSFD CURB ANO wAEJS ADJACENT TO THE BASW, 2. All CURVED CONCRETE SURFACES SHALL BE FORMED BY CURVED FORMS AND SHALL HOT BE SHAPED BY PLASTERING. 3. FLOOR Of BASIN SHALL BE GNE41A ST£LL TRdWEL FINISH ANO 5FIALE HAVE A LDNGfiUlllllAL AND LATERAL SLOPE OF 1:12 MINIMUM AND 1:3 MAXIMUM, EXCEPT WHERE THE GUTTER GRADE EXCEEDS 8 PERCENt, IN Wf•iICH CASE THE LOMGiTtLOINA! SLOPE OF THE FLOOR 5FGtLL BE THE SAME AS THE GUTTER GRADE. SLOPE FLOOR FROM ALL DIRECf3dNS TO THE OUTLET. 4. DT>dEHSIL}N5: B = 3'-Z" V THE DIFFERENCE IN ELEVATION BETWEEN THE TOP OF THE CURB AND THE iFIVERT OF THE CATCH BASINAT THE OUTLET = 4,5' VU THE DIFFERENCE IN ELEVATION BETWEEN THE TDP dF THE CURB AND THE DIVERT AT THE UPSTREAM END DF THE BASIN, AND SHRtL BE DETERMINED BY THE REQUIREMENTS OF NOTE 3. BlA SHALL NOT BE LESS THAN CURB FACE PLUS 12". 1R THE DIFFERENCE W ELEVATION! BETWEEN TIME TDP OF THE CURB AND T1aE INVERT OF THE INLET. NOTED ON THE PROJECT PLANS. H >= NOTED ON THE PROJECT PLANS. W = NOTED ON THE PROJECi PLANS. A = THE ANGLE. 1N DEGREES, INTERCEPTED BY THE CENTERLINE OF THE CONNECTOR PIPE Aim THE CATCH BASiN WALL TO WHICH THE CONNECTOR PIPE IS ATTACHED. 5. PLACE CONNECTOR PIPES A5 INDICATED ON THE PROJECT PLAINS. UNLESS OTHERWISE SPECIFIED. THE CONNECTOR PSE SIb4LL BE LOCATED Al THE DOWNSTREAM ENO OF THE BASMN. WHERE THE CONNECTOR PIPE IS SHOWN Al THE CORNER. THE CENTERLINE Of THE PiPE SHALE 99ERSECT THE INSIDE CORNER QF THE EIASIN, THE PiPE MAY BE CUE AND TRIMMED A7 A SKEW NECESSARY TO INSURE MINIidUtl 3" PIPE EMBEDMEJ+ti, ALL AROUND W1171i1IIV THi~ CATCH BASIN WALL, AND 3' RADIUS OF ROUNOaiG Of STRUCTURE CONCRETE, ALL AROUND_ A1}_UICENT TO PIPE ENpS, A MdNENJiHIC CATCH BA51N CONNECTION SWILL BE USED TO ,10tH THE CONNECTOR PIPE 10 THE CATCH BASIN WHENEVER ANGLE J1" 15 LESS THAN 70 DEGREES OR GREATER T}IAPI 110 DEGREES, OR WHENEVER THE CONNECTOR PIPE IS LOCATED IN A CORNER. THE DPTKXyAI USE OF A MONOLITHIC CATCH BASIN CONNECTION W ANY CASE: IS PERMITTED. MLkIdLITHC CATCH BASIN CONNECTIONS MAY BE CONSTRUCTED TO AVOID CLFITING STANDARD tENGiHS Of PiPE. b. STEPS SHALL BE LOCATED A5 SHOWN. F THE CONNECTOR PTFE INTERFERES WiTH THE STEPS• THEY SHALT BE LOCATED AT THE CENTERLINE OF THE OOWNSTRfALt ENO WALL. SEEPS SHALL BE SPACED 12' APART. THE TOP STEP Stw.l BE 7` BELOW THE TOP T8 THE WNitfLE AND PROJECT 2-1/2". ALL OTHER STEPS SHALL PROJECT 5". 7, DOWELS ARE REQUIRED AT EACH CORNER AND AT 7' ON CENTER (MAX" ALONG THE BACtlY/All. S_ THE FOLLOWING STANDARD PLANS ARE INCORPORATED HEREIN: 3005 - 3ADidDLAH1C CATCH BASIN CONNECTION 3006 -CATCH BASIN REINFORCEMENT 3007 -CATCH WIN FACE PLATE ASSEMBLY AND PROTECTION BAR 300E -CATCH BASyIV t1ANI1gi.E FRAME AND COVER 3024 - STEEL SCEP g, DIMENSIONS SHOWN ON THIS PIAN ARE NOT TRACT EQUAL VALUES. � Qv°"''°,a A vED Ert: CFTY OF FONTANA • �' ��•7�� No. 51152 CITY ENGINEER DATE CURB OPENING EXP. RlCARDD SANDOVAL CATCH BASIN * 1CI0� ak DRAV�! BY: 17E� fx'FlE OF RLtL��`! DATE OF LAST REVISION: - STD. PLAN TIQ, 3004 SHT 2 QF' 2 DETAILS V SSE AND END t WALL STEEL MAX G BARS 4' 6" 14 O tD° 8' B. #+ O 6- 12- td" 15 ® b" FOR V > iZ' SEE PROJECT GRATE CATCH EIA51N REINFORCEMENT PLANS MOTES 1_ UNLESS OTHERWISE SPECIFIED, REINFORCEMENT FOR CURET OPENING AND GRATING, CATCH BASIN SHALL TERMINATE 2' FROM FACE OF CONCRETE. 2. DIMENSIONS SH[)Wi'J ON T1t15 PLAN ARE NOT EXACT EQUAL VALUES. NOT TD sCAL£ ti0 iRpFESslpfy� OVED BY: CITY OF FONTANA CITY ENGINEE DATE GRATE CATCH BASiN No. 51152 RICARDO'SANDOVAL REINFORCEMENT * EXPO 7 * REVIEWED 81': ��t aunwe DATE OF LAST REViSI{)N: STD. PLAN 1V0. 3006 DIG T[]LL FREE I-800-227-2600 A PUBLIC SERVICE BY UNDCRGROINdD SERVICE ALERT REV SHetla T A O DIAL TVCI 11CIRK I NG BEFORE nays BEFORE YOU DIG YOU in t 2" CL 2" CL � t G BARv. S G BAR�r S -, 3' CL G GARS � TYPICAL REINFORCEMENT t liCt�M G� 1=•1ei. C SECTS "A -A" SIMM flATIE e f c' ec a I~ c " 4r 7 111r tg- 4 Ile 4S• _ 3/4" i8• 4 t%r 41r I3r r r 2i0 a' Si' as Mfr 27" 51/2- a '� sr ! 33' 6 1/4- ai' t®' 3?r Ile r 6 1/r 6ti 10 1 f 4' FM GWAM 8 11iAN 7Z• M P110W RM 1 PLAN SIDE CONKCTus Ciff OF FO!JTAMh W Tt1®t TiO � �,� R.�IOLIT!#C CATCH cmREifICWEDt3Y:��„�... � a► ,�,�c�'` DAZE OF LAST REvIs�I:.�.....� gm mm in3005 sir '! a� � (MILL AND TAF BOLE AND K+I5tAtl 3J4' >< 1 1J4' srNNLEss STEEL SOCKET SET scttEw wRH s/s' RECESSE4 tlp kIULE. ALL THREADS TO 9E NC. I 3j4" OtA. PiCK HALE AGENCY DESIGAtAATED IN5t:RIPt1p}!. ALL LETTERS. i' tR(it•M. N s - 2• X 1" DWUONO IMT -- t/a' DEEP �..•-- '-./ INSTALL CttCt[WG if � 3•- oLvlCE � r� A* ,f7ig, DIncEL �� LOCKING DEVICE � �,S�i' 1;' ; _ ^J T s• _ t4 � j V 7• f Z" Y PLAN _ SIR i • 23 5/8" OUTSIDE Dul. OF COVER 01 'B" t 'R • '• � DETML C• � 7�- r Tf t6•R • 4I-, a O 29' ON. CLEAR OPENING ••Q•� . SECTION A -A DETAIL "E3" I alrnntE VrI�RE Ria dOtl� Rt1f 0 FIN�HED SIMIFACE ,� i '� OUTLINE ERE iSAME ANGLE 1 1/4' -4 k-- THROLIGFK1fUT 5fe• R GAP IN RIM OF DETAIL ,rC". Ct7VFR OPPOSITE PICK HOLE BOTTOM OF MANHOLE COVi=R NOT TO SCALE ti� �aufrtssro,�� A ROVED E1Y• CITY OF FONTANA -0 eta r Na. 51152 '°• CITY ENGINEER DATE CATCH BASIN RICAitDO SANt)OVA! MANHOLE FRAME AND COVER * EXP. W3U10T i3EVIEYifED EiY; !Xi wname �l�ff OE C LIE��;� DATE OF L.14ST REVISCO#!: STD. PTAH AIQ. ${}08 HT 1 OF 2 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 REVISION DESCRIPTION DATE ENGR. CITY DATE STANDARDS IN EFFECT. 1. CZ 11-11I 2. REINIFIDIRMG SIM FOR NU FACE OF CATCH 11110% SHALL BE CUT Al CDMR OF 00W OM NOTES '.7 z.; / Yti y7 MU « •.,, .�. .t. r• al ,," „,; 6`. r na t.+�Y $"M. :r7 M »;.-. f= UMMJW \,y SM W&TW RM=n= SMI. I-# W= FACIE R 1 -.,,... , ,";».. 3011 ;..; • i'i 11MUM LI ..5:a• iw S ,:... MMM 71>.... ,ti i> - ]: :;r Y1.: ,�ys ..: .K h7i BTt. ht t'x:7,. , :#w.,,..:.. ►. b� IMP Yl:n•t"•M�+: •, ♦ .=. i M6 (A) PM KU CR CLUT MOM COMM OF CM BM M OF s., T M.,. :r a, i. Excr mft s • ROTES: _ I. THE CAST IRON USED SHALL CONFORM WITH ASTM A-4811 CLASS 35E1 2. THE FRAME AND COVER SHALL 13E COATED WiiH ASPHALTUM OR ErTAMWOUS PAM1F 0_ AFTER TESTING AND INSPECTION. � (`J 3. FOUNDRY IDENTIFYING MARK, HEAT AND DATE SHALL 8E GIST ON THE BOTTC+Mrr OF THE COATER AND ON THE INSIDE OF THE FRAME. rn 4. IMPORTED COVERS AND FRAMES SHALL HAVE THE COUNTRY OF ORIGIN t,iARKING IN 0 COhEPLiANCE WITH FEDERAL REGULATIONS. N S. WEIGHT OF FRAME SHALL SE 30 POUNDS. iMEldiT OF COVER SHALT BE 85 POUNDS. � ACTUAL VItEIGFETS SHALL BE WITHIN A RANGE OF 95X 7O t 102. O 6. THE MAI FRAME AND COVER SHALL BE INSPECTED 8Y THE ENGINEER PRIOR TO SHIPMENT TO THE JOB SiTE. ACCEPTANCE WILL 8E INDICATED BY THE AGENCY'S MARK. � Q 7. THE PROOF -LOAD FOR TEST METHOD Et OF THE STANDARD SPECIFICATIONS IS ry 28r800 POUNDS. � 8. O1MENSttTNS SHOWN ON THIS PLAN ARE NOT EXAC T EQUAL VALUES. �cnLi- Ln1-11cn C� Y J CV O w ., Li. O n Ln w O f� T"""""p�t7 AP VED �BY' CITY OF FONTANA w it�dA� r � "� � Na_3t152 CITY ENGiNE:ER DATE CATCH BASIN O EXP. 0M RIC/LRODQ SANDOVAL - MANHOLE FRAME AND COVER n * * z _ REYd�DEiY:__fX7 rt�rE Qr CAlti4�,! DATE OF LAST REVISION:o STD. PLAN NO 3405 SHT 2-0-F 2 U it t -- ENGINEER: OWNER: o PLANNING ■ DESIGN ® CONSTRUCTION ® ® ® 14725 ALTON PARKWAY IRVINE, CALIFORNIA 92618-2027 CONSULTING 949.472.3505 ■ FAX 949.472.8373 ■ www.RBF.com Prepared Under The Superv ision Of �VEIN F �O,o Fye O -o � DRAWN BY: Na 70995 JM Exp 06-30-11 DESIGNED ET �t XP rr�jf of GDate CHECKED E DETtEF KOPP R.C.E. 70995 "t" OK U ���►'���� Kaiser PsFmena ,i• National Faapties S"cLn es � z .Post Office Box 12946 Q Oakland, CalifotTria 64604 0 0 CITY OF FONTANA, CALIFORNIA U STORM DRAIN IMPROVEMENT PLAN r� STORM DRAIN IMPROVEMENT SCALE: sHorM D LS DATE: Q 10/12j09 Q APP Y. / DRAWING NO.:pp � DATE:•�� CI N IN 1 4813 021 s • ROTES: _ I. THE CAST IRON USED SHALL CONFORM WITH ASTM A-4811 CLASS 35E1 2. THE FRAME AND COVER SHALL 13E COATED WiiH ASPHALTUM OR ErTAMWOUS PAM1F 0_ AFTER TESTING AND INSPECTION. � (`J 3. FOUNDRY IDENTIFYING MARK, HEAT AND DATE SHALL 8E GIST ON THE BOTTC+Mrr OF THE COATER AND ON THE INSIDE OF THE FRAME. rn 4. IMPORTED COVERS AND FRAMES SHALL HAVE THE COUNTRY OF ORIGIN t,iARKING IN 0 COhEPLiANCE WITH FEDERAL REGULATIONS. N S. WEIGHT OF FRAME SHALL SE 30 POUNDS. iMEldiT OF COVER SHALT BE 85 POUNDS. � ACTUAL VItEIGFETS SHALL BE WITHIN A RANGE OF 95X 7O t 102. O 6. THE MAI FRAME AND COVER SHALL BE INSPECTED 8Y THE ENGINEER PRIOR TO SHIPMENT TO THE JOB SiTE. ACCEPTANCE WILL 8E INDICATED BY THE AGENCY'S MARK. � Q 7. THE PROOF -LOAD FOR TEST METHOD Et OF THE STANDARD SPECIFICATIONS IS ry 28r800 POUNDS. � 8. O1MENSttTNS SHOWN ON THIS PLAN ARE NOT EXAC T EQUAL VALUES. �cnLi- Ln1-11cn C� Y J CV O w ., Li. O n Ln w O f� T"""""p�t7 AP VED �BY' CITY OF FONTANA w it�dA� r � "� � Na_3t152 CITY ENGiNE:ER DATE CATCH BASIN O EXP. 0M RIC/LRODQ SANDOVAL - MANHOLE FRAME AND COVER n * * z _ REYd�DEiY:__fX7 rt�rE Qr CAlti4�,! DATE OF LAST REVISION:o STD. PLAN NO 3405 SHT 2-0-F 2 U it t -- ENGINEER: OWNER: o PLANNING ■ DESIGN ® CONSTRUCTION ® ® ® 14725 ALTON PARKWAY IRVINE, CALIFORNIA 92618-2027 CONSULTING 949.472.3505 ■ FAX 949.472.8373 ■ www.RBF.com Prepared Under The Superv ision Of �VEIN F �O,o Fye O -o � DRAWN BY: Na 70995 JM Exp 06-30-11 DESIGNED ET �t XP rr�jf of GDate CHECKED E DETtEF KOPP R.C.E. 70995 "t" OK U ���►'���� Kaiser PsFmena ,i• National Faapties S"cLn es � z .Post Office Box 12946 Q Oakland, CalifotTria 64604 0 0 CITY OF FONTANA, CALIFORNIA U STORM DRAIN IMPROVEMENT PLAN r� STORM DRAIN IMPROVEMENT SCALE: sHorM D LS DATE: Q 10/12j09 Q APP Y. / DRAWING NO.:pp � DATE:•�� CI N IN 1 4813 021 C� Y J CV O w ., Li. O n Ln w O f� T"""""p�t7 AP VED �BY' CITY OF FONTANA w it�dA� r � "� � Na_3t152 CITY ENGiNE:ER DATE CATCH BASIN O EXP. 0M RIC/LRODQ SANDOVAL - MANHOLE FRAME AND COVER n * * z _ REYd�DEiY:__fX7 rt�rE Qr CAlti4�,! DATE OF LAST REVISION:o STD. PLAN NO 3405 SHT 2-0-F 2 U it t -- ENGINEER: OWNER: o PLANNING ■ DESIGN ® CONSTRUCTION ® ® ® 14725 ALTON PARKWAY IRVINE, CALIFORNIA 92618-2027 CONSULTING 949.472.3505 ■ FAX 949.472.8373 ■ www.RBF.com Prepared Under The Superv ision Of �VEIN F �O,o Fye O -o � DRAWN BY: Na 70995 JM Exp 06-30-11 DESIGNED ET �t XP rr�jf of GDate CHECKED E DETtEF KOPP R.C.E. 70995 "t" OK U ���►'���� Kaiser PsFmena ,i• National Faapties S"cLn es � z .Post Office Box 12946 Q Oakland, CalifotTria 64604 0 0 CITY OF FONTANA, CALIFORNIA U STORM DRAIN IMPROVEMENT PLAN r� STORM DRAIN IMPROVEMENT SCALE: sHorM D LS DATE: Q 10/12j09 Q APP Y. / DRAWING NO.:pp � DATE:•�� CI N IN 1 4813 021 o PLANNING ■ DESIGN ® CONSTRUCTION ® ® ® 14725 ALTON PARKWAY IRVINE, CALIFORNIA 92618-2027 CONSULTING 949.472.3505 ■ FAX 949.472.8373 ■ www.RBF.com Prepared Under The Superv ision Of �VEIN F �O,o Fye O -o � DRAWN BY: Na 70995 JM Exp 06-30-11 DESIGNED ET �t XP rr�jf of GDate CHECKED E DETtEF KOPP R.C.E. 70995 "t" OK U ���►'���� Kaiser PsFmena ,i• National Faapties S"cLn es � z .Post Office Box 12946 Q Oakland, CalifotTria 64604 0 0 CITY OF FONTANA, CALIFORNIA U STORM DRAIN IMPROVEMENT PLAN r� STORM DRAIN IMPROVEMENT SCALE: sHorM D LS DATE: Q 10/12j09 Q APP Y. / DRAWING NO.:pp � DATE:•�� CI N IN 1 4813 021