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Home My WebLink About3817-10.r , N 0 1 W a r 0 c 0 T .G C+• 1 0 N ES c M O a 3 N $N {n ' X E 0. r 0 s N 0 w 11111 O 300 0rN012'1 asiE1•L�� LUC '-f� LINE f F 11 I zI •M /It IINS j . ( tc i ' ( `ISIS ' 11fM lNt[ i el a � .. 1 I elm O • AND I Y L NTINIAL "oatOE CTOR ►IPE ITwIC I I r CTION elfas AL 1 SECTION A -A MI DOWEL (TY►.) ( I PLAN DOWEL DETAIL STRUCTURAL DATA WALL AND SLAB DIMENSIONS AND REINFORCEMENT REQUIREMENTS fKN/ORCEKNT WAX IMAX I f F REQUIRED 101 W V FfRONTI REAR foovTom two WALL I WALL I SLAB WALL 1.0 493.3') 2.4 010') ISO Itttli') 130 OSIi•1 1.i 0(3.11•) 3.11 .912• I aN ■don 300 00101 a 12 O.C. t• dr) I.e d0') NI• tA"n 13. Ods •) s.e dr) a.11 412.1 See ntl•9 me @mom 4.• 0011.1 t.a 494•) N• •99113"11 100 04tiM 2.4 owl 040 4,00'1 no Swell 4.0 'dW I 3.11 80r l 201 MIe-1 200 wN09 R F IA 0[4.1 in wwe l ISO 0790•) • R 1.0 owl 00 an" no 01 / e 00 E % 11.4 de•1 201 ttw••) 201 M R 11.0 9104' M 9 dIM 4�••) [ E 3.0 009) 200 w " Im 0 FOR W • e 64w). V • 3.11 Owl OR a ► 1.8 d4.1 eQ PMJ2CT PLANS AMMVWAN PUMLIC WR)IIKB AMOCMTON - BOU MM CALOOWMIA CHAPTER �.•C CURB OPENING CATCH BASIN STA 0 2 1.,. ,•. 11BR rrltll tN7pOAA 2PN0rRQMROIN FSR PIRINO 111QRIRs QON8111YCTION SHUT I OF 2 an OTTHIC t LATERAL/ CONNECTOR PIPE OP()R REINFORCING STEEL RINGLOW I EARTfTURBtD SECTION Z -Z Man NOTE 3 tow. i STA. POINT LATERAL SEE NOTE 3 PLAN 10 4S0 ttr4 1• •4 • 114.1 OC TK BAR 1 BARs ism • ISO 4411 IMO 91I 0.1'� Ott NSW :S) �[IEV. R OC � �Kww 113'1 OC CONCRETE CRADLE. 263-C-14 (4130-C-2000). SEE NOTE 1 I SECTION M -M AI EIMCAN PUBLIC VXWXs AI@C MTM - IOUMT�IEJ�dyi�CALEOIMNA CHAPTER ' - PIPE 1 V PPE INLETSTAIDAM D> C0 mm 041 OR D > 112 RA.ADrI ME D ROUND ISM1 0 50 ww IBR WIN ami Puna WORM OOIATIMICTIONI 90K 404 0 64 OC Zt TO TS t h _ - -1011 450 so '- `• ,*sl! At 4 I In amS's•► 4 140- I ( E AND F BARs Iso10 Iso I , ISM • 75 401 1 boo $4gt46 t•9 • 3•) 0C. OSO 4271/2 SEE NOTE 4 OP()R REINFORCING STEEL RINGLOW I EARTfTURBtD SECTION Z -Z Man NOTE 3 tow. i STA. POINT LATERAL SEE NOTE 3 PLAN 10 4S0 ttr4 1• •4 • 114.1 OC TK BAR 1 BARs ism • ISO 4411 IMO 91I 0.1'� Ott NSW :S) �[IEV. R OC � �Kww 113'1 OC CONCRETE CRADLE. 263-C-14 (4130-C-2000). SEE NOTE 1 I SECTION M -M AI EIMCAN PUBLIC VXWXs AI@C MTM - IOUMT�IEJ�dyi�CALEOIMNA CHAPTER 74o14a4Ms w r,0 Am 1w INSVIIIII - PIPE 1 V PPE INLETSTAIDAM D> C0 mm 041 OR D > 112 RA.ADrI ME D mffmc 331-2 SHEET I OF 2 IBR WIN ami Puna WORM OOIATIMICTIONI Q O DIAL TIiO WORKING BEFORE DAYS BEFORE YOU DIG YOU DIG TOL FREE 1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUMD SERVICE ALERT NOTES% 1. NNE Is r LIWTS IVISTIN4 OR PROPOSED TOP _LA_OTHE 9"Mo MAY K �+• 'ns sn;woAx %MFAC( OF Af,� ExPON[p CONCRET- SHALL CO10011M (N SL r OAADE+n COLOR. FINISH. Alb SCORING t0 EXfSTIMe OR PIIO►QiEp C11R0 AND M►A1IC Ap�ACE TO THE BASIN. 2. ALL CURVED CONCRETE SURFACES SHALL K FORMED MY CURVED FOAMS. AMD SMALL NOT BE SHAPED BY PLASTERING, 3. FANDLOOR OF BASIN OS14ALL K GIVEN A STEEL TROWEL "HIGH ANO SMALL NAVE A LONGITUDINAL E ELEDS AL SLOPE of �M 1.- Wi CAM Wjk rN LOpG(Tc 1101NAL FLSMALL THE GRADE THE SAME AS THE GUTTER GRADE. SLOPE FLOOR FROM ALL DIRECTIONS TO THE OUTLET. 4. DIME4310Ns: B • 170 ww13' -2.1 V • THE DIFFERENCE IN ELEVATION BETWEEN THE TOP OF THE CURB AND THE INVERT OF THE CATCH BASIN AT THE OUTLET • 1.35 W44.5-11. VO• THE DIFFERENCE IN ELEVATION KTWEEN THE TOP OF THE CUR• AND THE INVERT AT THE UPSTREAM END OF THE BASIN. AM SMALL K OETERWINED BY TME REOUIREMENTS OF NOTE 3. BUT SMALL NOT K LESS THAN CURB FACE PLUS 300 OW412•). V1 THE DIFFERENCE 101 ELEVATION BETWEEN THE TOP OF THE CURB AND THE INVERT OF THE INLET. NOTED ON THE PROJECT PLANS. M • NOTED ON THE PROJECT PLANS. W • NOTED ON THE PROJECT PLANS. A • THE ANGLE. IN DESREES.INTERCEPTED BY THE CENTERLINE Of THE CONNECTOR PIPE AND THE CATCH BASIN WALL TO WHICH THE CONNECTOR PIPE IS ATTACKED. 3. 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 $MOWN AT A CORNER. THE CENTERLINE OF THE PIPE SMALL INTERS[CT TH1tS� IMa IDE CORNER OF THE BASIN. THE PFPE WY K WT ANp TRIMMED AT A s��_ 1ICESSARY TO INSURE wh"w"Y •A --/v....�r rte.-.._ . _ TO OWOREES OR OKAT99 TINY/ _ -G OE - '- Wt' M11E1 EVER R'• '�E 'A• 13 LESS THAI INA THE OPTIONAL UsE OF A MONOLITHIC CATCH SA IN CONNECTION IIN ANY CASE PE IS EO IS PERWT D. MONOLITHIC CA1CM BASIN CONNECTIONS MAY CONSTRUCTED TO AVOID CUT- TING STANDARD �ELEN9TMS OF PIPE. 4 STEPS ASMMA�LLL 1L11LO�(CCAATEED ATSTHE CFNTERL1NC OFTHEDDoWNifTREAM ENNDRWALL. STEPS SMALL MANSNOLE A OPRO,KCTI9S w d2-4/21, BALL STEP STEPBS SMAL175 'L�jR, BE T TET 1 TO THE 7. DOWELS ARE REOUIREO AT EACH CORNER AND AT 2 w(T) ON CENTER (MIAXINS ALONG THE BACKWALL. 4. THE FOLLOWING STANDARD PLANS ARE INCORPORATED HEREIN - 304 MONOLITHIC CATCH BASIN CONNECTION 300 CATCH BASIN 11EINFORCEMfENT 310 CATCH BASIN FACE PLATE ASSEMBLY AND PROTECTION BAN! 312 CATCH BASIN MOIMIOLE FRAM AND COVER 93S STEEL STEP 839 POLYPROPYLENE PLASTIC STEP 0. DIMENOIONS SHOWN ON THIS PLAN FOR METRIC AND ENGLISH UNITS ARE NOT EXACT EOUAL VALUES. IF METRIC VALUES AR'[ USED. ALL VALUES USED FOR CONSTRUCTION SHALL BE FETRICOR METRIC BAVALUESR SIZESEXCEP- IfNFORCING ENGLISHUNITSSARE EUSM ALLLISH LIMITS MAY L VALUES USED foot CONOTRUCTTIEON SHALL K ENGLISH UNITS. - - - - STAT MM PLAN CURB OPENING CATCH BASIN 300 ' 2 sI9IET 2 OF I 140TES 1. THIS JUNCTION STRUCTURE SHALL. BE USED WHEN THE OUTSIDE DIAMETER OF THE LATERAL IS GREATER THAN 1/2 THE INSIDE DIAMETER 0 OF THE (MAIN LINE- OR WHEN THE INSIDE DIAMETER B OF THE LATERAL 13 GREATER THAN 600 ffm (24•). d SHALL NOT EXCEED .7S D OR 975 NNO (39 •), 2. IF THE MAIN LINE IS A REINFORCED MONOLITHIC ARCH STORM DRAIN, D SHALL REFER TO THE CLEAR SPAN OF THE ARCH. TF REINFORCING STEEL SMANNERBASCFOR A UT AND SPE.- A CONCRETE CRINTO THE TAOLEIONs S NOT REQUIRED FOtUCTURE IN THE RT A REINFORCED MONOLITHIC ARCH. 3. STATIONS SHOWN ON THE PROJECT DRAWINGS FOR LATERAL$ APPLY AT THE INTERSECTION OF CENTER LINES OF MAIN LINE AND LATERAL. STATIONS APPCTOR PIPES LY AT THE NTERSECT ON OF THPROJECT DRAWINGS E NSIDE WALL BASIN OF THEMAINLINE WITH THE CONNECTOR PIPE CENTER LINE. 4. VALUES FOR A. S. C AND D SMALL BE SHOWN ON THE PROJECT DRAWINGS. ELEVATION R AND ELEVATION S SHALL BE SHOWN ONLY WHEN REQUIRED PER Na TE 5. S. i. ELEVATIONS R AND S NEED NOT BE SHOWN ON THE PROJECT DRAWINGS IF THE INLET PIPE IS TO ENTER THE MAIN LINE RADIALLY. 0. ELEVATION R SHALL BE SHOWN ON THE PROJECT DRAWINGS ONLY IF A STUB IS TO BE PROVIDED IN THE MAIN LINE FOR FUTURE CONNECTION OF AN INLET PIPE. c. ELEVATION S SMALL BE SHOWN ON THE PROJECT DRAWINGS IF AN INLET PIPE IS TO ENTER THE MAIN LINE OTHER THAN RADIALLY. INLET PIPE SHALL BE LAID ON A STRAIGHT GRADE FROM ELEVATION S TO THE CATCH BASIN OR GRADE BREAK IN LINE. S. THE INLET PIPE SMALL ENTER THE MAIN LINE RADIALLY UNLESS OTHERWISE INDICATED. THE INLET PIPE MAY ENTER THE MAIN LINE OTHER THAN RADIALLY IF ANGLE A 13 GREATER THAN 43'. B IS LESS THAN OR EQUAL TO 600 MR (241 AND THE OUTSIDE DIAMETER OF THE INLET PIPE 13 LESS THAN .5 0: OTHERWISE. STANDARD PLAN 340 SHALL BE USED. 7. NO MORE THAN ONE OPENING SHALL BE MADE IN ANY ONE SECTION OF PIPE, 8. THE OPENING FOR THE BREAKOUT SMALL BE RECTANGULAR AND CUT NORMAL TO THE PIPE SURFACE WITHOUT DAMAGING THE REINFORCING STEEL. THE TRANSVERSE ALL BE CUT AT TH CE TEROF HE REINFORCEMENT BENT H NTOITHE TOP N LINE HAND BOTTOM SLABSEOF THE SPUR. THE IN 9 SEN BE ACOOWITH A CONCRETE REQENCAMENTAS APPLICABLE). CONCRETE ENCASEMENT S REQUIRED IF A JOINT IN THt MAIN LINE FALLS WITHIN THE LIMITS OF THE CRADLE. THE CONCRETE ENCASEMENT SHALL EXTEND 300 nm (12•) ABOVE THE TOP OF THE MAIN CONNECTING O TO AN EXISTING STORM DRATO THE LIMITS OF THE IN. PORTION OF CRADLE OPPOSITE INLET MAY BE OMITTED. 10_ REINFORCING STEEL SHALL CONFORM TO ASTM A GISM. GRADE 300. (ASTM A 615. GRADE 40). AND BE PLACED 40 SIMM (1 1/21 CLEAR FROM CONCRETE SURFACES, UNLESS OTHERWISE SHOWN F BARS SHALL BE CARRIED TO A POINT NOT LESS THAN J DISTANCE FROM CENTER LINE WITH J870/i2 ♦ 150 mm (6.1. 11. FLOOR OF THE SPUR SHALL BE STEEL -TROWELED TO THE SPRING LINE OF THE SPUR 12. 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 MAY�sE SUBSTITUTED FOR EXCEPT ETR C BAR SIZES 1f ENGLISH UNITS ARE USED, ALL VALUES USED FOR CONSTRUCTION SHALL BE ENGLISH UNITS. N AMEIr:#A PUItLIC WIORKs A>iiOq/LT10N • SOUTkO CALrOMM CNAPTINtJUN CT11 RE - eT71I1DARD+�AI/ ID 2 600 nmim 124") OR > 112 MAIN LINE IDE 331-2 e+1E212 or i . SHOULD CONSTRUCTION OF THE REQUIRED Ne. COMM IMPROVEMENTS NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, THE �l C1 . ��! CITY ENGINEER MAY REQUIRE REVISIONS TO THE FOFCy PLANS TO BRING THEM INTO CONFORMANCE WITH �eicaq��+GtwiM�s ,kg REV. REVISION DESCR 7m DATE I MM. an DAZE STANDARDS IN EFFECT. CONMEE% PIPE 10111110456 410 (03 OR 04019.1 OC U0 44. 139 ASaBAR t MAIN LINENOTE STATION STATION PT. -J D IS F� FOR DIMENSIONS AND AR sizes D2 F OR OR B T I0W (INCK111 (WAS) (INtHnI • SlI� s 1. a s 100 12 NO 4 _ - �+ - '- 373 NI NO 41/4 4 I In >s Iso s 140- i73 Z7 140 91/2 Iso10 Iso 3 as 61"4 1 boo $4gt46 173 3s7 OSO 4271/2 - Y Y �' - Its 4S 7 /4 49 a 51 1 3110 $4 11 S7 0 1/4 s0o so M s In 711 43 No 09t-� N10 1/4 Its 09 3/4 it 010 7/ $00 1 11 3/4 04 12 In no so 111/4 1 8 r CONSTRUCTION 14 f a•w 400ItZ 700 1" 40 114 t yy %-a'N' Mspur (83 ORIE 64). 0 SARs PLAN NIM f03 �\ ON 041 No falR 1$M0430 MM (04018•) OC �p701 WAYS. 1M16"04 O BE UsEd WHEN Ot Is 1304 w1 (304 OR MORE -\A LONGITUDINAL SECTION 0 BARS On 1•3 F OARS ARS OR .41 f � P"l I•s �.47s ""� s SARs 1 e Is') OC-. If 1 0_112= I • ISMNf1410 4711 l•4M0.1 0Y L� 4000 +to 440 t7 .. 10TH WAYS. (0 !E USED 1/ 123 WHEN 440 17 WHEN a 04 3490 1 s 00 91101 tie') � 41"410 It 1/t � 4 17 1 A S t WAIN IINE 36"144 Oso le SECTION N' -N' -N' PROJEC ON M -M -N• AMIERMAN PUBLIC MIORKS ASSOCIATION - SOUTIIN CALIFORNIA CHAPTER "lowiLamw we "* 1UC be whoewim me TRANSITION STRUCTURE 'L"°`R PLA C PIPE TO PIPE 340-1 'w "" UNWITH WAND1111D GPBC*XATIONa FOR PUOLIC WOWS00►MTRUO m SWEET, OF 2 j O o C: c Na 23716r" 0 ��rd B r At _ Ra ..__._.__ ��----- lice B ` T r ►� WAN ELEV. STA. EV. 1- STA. I? SECTION A -A OPTIONAL CONSTRUCTION t JOINT TOP Sm STEEL PATTERN SHOWN IS PICTORIAL ONLY. TRANSSESEE NOTES 2 AND S BOTTOM I LOBAR Ml1 CONSTRUCTION JOINT SECTION B -B ON •SOUTHERN CALIFORNIA CHAPTER AMERICAN PUBLIC NIOItlCS ASSOCIATIANOMM TRANSITION STRUCTURE � PLAN ,,,�,� :a SINGLE RCB TO SINGLE RCB 341-1 tId ,t.t 11102 Wml STANDARD j O o C: c Na 23716r" :aF: SHEET, OF : 11T)OIM FOR r1Atltc IRORKa cON2TRfICTroN Eq, 12-31-05 CIVIL AMERICAN PUBLIC VMORICS ASSOCIATION - SOUTHERN CALOORNM CHAPTER stAllOtltO fM,AN TRANSITION STRUCTURE 340-1 PIPE TO PIPE SHw2Cw2 NOTEg I. THE HORIZONTAL ANGLE OF CONVERGENCE OR DIVERGENCE. 0. SHALL NOT EXCEED 5.45'. 2. VALUES FOR A. B. C. DI AND D2 ARE SHOWN ON THE PROJECT DRAWINGS, ELEVATION R AND ELEVATION S ARE SHOWN WHEN REQUIRED BY NOTE 10. 3. FLOOR OF STRUCTURE SHALL BE STEEL TROWELED TO SPRING LINE. 4. REINFORCEMENT STEEL SHALL CONFORM TO ASTM A 615 M (A 615). GRADE 300(40). AND SHALL TERMINATE 40 Ins (1 1/21) CLEAR OF CONCRETE SURFACES UNLESS OTHERWISE SHOWN. LONGITUDINAL BARS SHALL BE IOM O 450 mm 03 OR 04 O 18.1 OC OR LESS. S. ELEVATION S APPLIES AT INSIDE WALL OF STRUCTURE. 6. TRANSITION STRUCTURE SMALL BE POURED IN ONE CONTINUOUS OPERATION. EXCEPT THAT THE CONTRACTOR SMALL 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 0 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. S. EMBEDMENT P SMALL BE AS SPECIFIED IN THE TABLE. UNLESS OTHERWISE SHOWN ON THE PROJECT DRAWINGS. 9. WHEN THERE IS NO SPUR REQUIRED, A IN B BARS SMALL BE OMITTED. 10. WHEN ELEVATION R AND ELEVATION S ARE NOT SHOWN ON PROJECT DRAWIIS. ITPIPE MAIN HLILMINE �EN INLET PPE ENERSNE OTHERTHANRAD RADIALLY ELEVATION S SHALL BE SHOWN ON PROJECT DRAWINGS. AND INLET OIPE 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 00tL�YY 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 In (251. IF THE COVER EXCEEDS 7.5 M (25') A SPECIAL STRUCTURE SHALL BE DESIGNED FOR THE COVER AND DETAILED ON THE PROJECT DRAWINGS. 12. 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 SMALL 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. NOTES I. THE HORIZONTAL ANGLE OF DIVERGENCE OR CONVERGENCE. 0. SHALL NOT EXCEED 3.43'. 2. THE REINFORCING STEEL BAR SIZE. SPACING AND COVER OVER THE STEEL OF STRAIGHT TRANSVERSE BARS IN TOP AND BOTTOM SLAGS OF L -BARS IN TOP AND BOTTOM CORNERS. OF STRAIGHT VERTICAL BARS 101 81DEWALLS AND/OR LONGITUDINAL ISTRIBUTION AND TIE BARS IN TOP OR BOTTOM SLABS OR SIDE WALLS SHALL ME THOSE OF WHICHEVERRCS SECTION THE GREATER T�AREA ORETYOFAR�GR�CILiOARLFNGTHS SHALL VARY UNIFORMLY THROUGHOUT THE TRANSITION. 3. THE THICKNESS OF TME WALLS AND SLABS SHALL SE THOSE OF THE ADJOINING RCB SECTION AT EACH END OF THE TRANSITION AND SHALL VARY UNIFORMLY BETWEEN THE TWO ENDS. 4. C • 28 MP* (4000 PSI) AT 26 DAYS AND THE CONCRETE SHALL. BE THE ?AME MIX AS THE ADJACENT RCB. 5. ALL STEEL EXCEPT LONGITUDINAL STEEL SHALL BE GRADE 400 (60) CON T�RMINATj 40 101R/2'N) CLEAR OFI CONICSRETE SURFAACEDUSNLH.ESB 0 HERWIS SHOWN. 6. THE TRANSITION STRUCTURE SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE STRUCTURAL NOTES APPLYING TO RCB STRUCTURES SHOWN ON THE PROJECT DRAWINGS. 7. DETAILS OF CONSTRUCTION JOINTS AND KEYWAYS SHALL 8E AS SHOWN ON THE PROJECT DRAWINGS FOR SINGLE RCS STRUCTURES. 8. DIMENSIONS SHOWN ON THIS PLAN FOR METRIC AND ENGLISH UNITS ARE NOT EXACT EQUAL VALUES. IF METRICVALUES ARE USED. ALL PTREOI�CSNGAR5ZESTiNNOIHUNIgggg►ESggXCE RB1EGLSHTMY6ESUSTUTED FOR METRIC BAR SIZES. IF ENGLISH UNITS ARE USED. ALL VALUES USED FOR CONSTRUCTION SHALL BE :aF: ENGLISH UNITS. • AMBIIgCAN PUfLIC 11rORKS ABBOCIATION -SOUTHERN CALBt'ORNIA CHAPTER sTAtaARorLAN TRANSITION S RUC- 341-1 SINGLE RCB TO SINGLE RCB SHIRT Prepared Under The Superv :aF: ision Of Crouse/Beers 8z Associates, Inc. Engineering *Surveying *Planning *Construction Management 2191 5th Street, Suite 200, Norco, Ca. 92860-1967 h. 951) 73 - 040 Fax (951) 736-5292 OUG N. CROUSE R.C.E. No. 23796 EXP. 12/31/05 DATE CITY OF Fd NTANA, CALIFORNIA TRACT No. 16678-1, -29 -3 & 16678