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Home My WebLink AboutD- 5 Strom Drain Projects -Soldano Ave. and Valleydale (woocroft) • „so, NtikIV AZUSA CONSENT CALENDAR TO: HONORABLE MAYOR AND CITY COUNCIL MEMBERS FROM: NASSER ABBASZADEH, CITY ENGINEER VIA: RICK COLE, CITY MANAGER/0-1,v>() DATE: SEPTEMBER 3, 2002 SUBJECT: STORM DRAIN PROJECTS -SOLDANO AVENUE AND VALLEYDALE (WOODCROFT) L0-61 e RECOMMENDATION It is recommended that the City Council approve: 1. Use of Sewer Funds for Soldano Avenue Storm Drain System in the amount of $60,000 (including design services totaling $7,660 to Boghossian and Associates). 2. An increase in the design budget for the Valleydale (Woodcroft) storm drain project in the amount of $15,800, and use of Sewer Fund for same (Boghossian and Associates). BACKGROUND 1. Soldano Avenue Storm Drain System LA County Department of Public Works has brought the following situation on Soldano Avenue to our attention. At the south end of Soldano, just north of First, the street is cut-off by the Little Dalton Wash, a flood control channel. Since there are no storm control devices south of Sixth Street on Soldano, rain- as well as nuisance-water travel on Soldano and sheet-flow into the channel. The constant presence of water has damaged the County service road and they also fear that it will also undermine the channel structure itself (water enters the channel at a cold joint). Presence of nuisance water also raises water quality issues that the storm drain catch basin will eliminate. LA County is requesting the City to eliminate the nuisance- and rain-water by placing a catch basin at the cul-de-sac, capturing the water, and conveying it to the channel. The project will involve aiapiGt- 9/./od— g • hydrology and hydraulic studies as well as permits from the County and Army Corps of Engineers. LA County will waive its permit fees. A related issue is ADA accessibility at this location. There is an Azusa resident, two houses up from the channel, who uses a wheelchair and gets on the County service road to access First Avenue. The area used does not meet ADA requirements. By adding this work to the contract, we can expand the scope of work (it will require some grading and concrete work) to provide adequate access as well.We have estimated $60,000 in cost for the project (including the consultant fee of $7,660) and Sewer Funds may be utilized. Boghossian and Associates are under contract with the City for Valleydale (Woodcroft)storm drain project, we will expand the existing contract and utilize their services for this project. 2. Valleydale (Woodcroft) Storm Drain Project In December 2001, the City entered into an Agreement with the LA County Department of Public Works to jointly construct the Woodcroft storm drain project (area bounded by Lark Ellen, Woodcroft, Enid, and Arrow Highway). The Agreement was for the City to pay for design services ($198,000) and the County will pay for the construction costs (about$1,500,000). LA County has re-named the project Valleydale Storm Drain. The design portion of the project is almost complete, a change order is, however, required to: Account for additional flows that an existing 48" pipe could not handle (official records were in conflict with field conditions), and a. Seal the existing outlet and abandon the 48" pipe, modify and reconstruct catch basins. b. Conduct a new hydrology analysis, hydraulic grade line calculations for an upgraded pipe. c. Revise structural calculations as well as construction plan as a result of the changes. The consultant, Boghossian and Associates, is requesting an additional $15,800 in increased design costs. FISCAL IMPACT The new project as well as the change order for Valleydale will encumber the Sewer Fund by $75,800. COUNTY OF LOS ANGELES _�tl j DEPARTMENT OF PUBLIC WORKS . 5. r - — ,,_, CITY OF AZUSA )11111 ��..r _ e INDEX TO PROJECT PLANS 4*r �.� AND 1 ava $NEEP NO, pe otp_Ito "� ;`�-.. - LOS ANGELES COUNTY TITLE SHEET " rMhAt f� �n�� S! Z .� � >'.rxxr � �rn• 2. GENERAL NOTES,STREET UGil1'INO 010720/1017 INDEX TO STANDARD OHAYVINOS J,"RN4 f,�� 3. PLAN AND PROFILE STA 0400.00 TO STA 050 puri �4.....,7,71„7... 4. PLAN AND PROFILE STA.O+00.00TOSTA I0+UL00 p• Y( '� Y Toff -voila- j�JSr]. 1 I / J 11 �'� 5. PLAN AND PROFILE S'fA.10 n00.00 TO STA,201 Ni.00 II' ,-, , r �• .'i (� I. . '--- 0. PIAN ANT)PROFILE I.ATERAL"A"STA.O+OO.OU TO STA SIAT.00 7. PLAN AND PROFILE LAI EIAL•B"STA MODS W STA.0+60.00 I -z"�r IF1 u �, �'• �; °�,4 I I � ` / -1`� B. PLAN AND PROFILE LATERAL"B"STA.0.50.90 10 STA,3+60.00 q.n ._ _� _ --.-J';• I I...„\ C -.,: ` • —+� 9. PLAN AND PROFILE LATERAL"9”STA.13450.00TO STA.10.10.00 ma f 11 1 ./V`- ( I / J ._J-/ , 111 10. CHANNEL JUNCI ION SI RUCTURAL SCHEDULE , PROJECT SITE �' "- �!_ �• II : �sC� A ! i OV I( C�' ��/ �it. 11. SINGLE RC BOX STRUC'M7AL SCHEDULE,NOTES,AND DETAILS Times Stas.PEN.580.H-2 r.q II� A,aa_' SH. I ._` \\\ 12. LOG OF BORINGS „uB LOCATION MAP I (� I InWw,px 1 a t3. LOG OF BORINGS , I im- CfrY OF AZU.,A:� _..'..- - -._ ._....----- ---_. C`w'whwwB sr , 1I a . us<��_ - --.. REFERENCES — / • V/ SURVEY. CITY OF AZUSA AZUSA DATA • a A4' I (7� NNI,I I 8 nn_. L`4• I I, 0 GAS• SOUTHERN CALIFORNIA GAS COMPANY �� •L WATER CITY OF AZUSA u 1 Cirr or / CRY OF GLENDORA i Iv I .1.1001,"'1.01,1'..---..Tr! COVINA IRRIGATION CO. I.I > I ' SEWER LINES' CI TY OF AZUSA Q N00 091 i , Q LOS ANGELES COUNTY SANITATION n 1 Fa '• + �[ .-_ 'I j-. POWER: EDISON • ru <I c> >_ •--••— TRAFFIC LIGHT UlCUI'W " - _ I COMMUNIC j I > � � � I-• MMUNICATIONS RESURFACING SCHEDUEL ,:. _ U Fx19L DIWK —�� ,� • - - COMPANY VERIION� I r •—. — LIGHTING:I SYMBOL EXISTING PAVEMENT RESURFACING PAVEMENT p�I — �_ �u ST.LI ITIN. CI IY W SA _ ELLER MEDIA LAC 1 CI IY OF AZU' 1 177/1 6"AC ONB'CAB 0"ACONB CAD p« ' ,I OF il IL N'It A // g )<-II{F•�i•1{I 6"AC ON 5'CAD 0"AC ONPCAD I.� �I SH.4 SI-I. r 3 I-•-•"- -1( 3"AC ON B"CAB 4"AC ON IF CAB SH. 3 ' I`ttua 4"AC ON7'CAB 5"AC ONO"CAO GENERAL_&-kESURFACING_PON i '''ll. 7"AC ON 10•CAD T"AC ON 10"CAB NO,:FTp SCALI NotE; 90%Submittal TIRE RESURFACING PLAN SHOWN ABOVE IS SCHEMATIC PAVEMENT THICKNESSES SHOWN APPLY WITHIN THE LIMITS OF EXCAVATION.THE CONTRACTOR IS RESPOSIBLE FOR DAMAGE TO PAVEMENT OUTSIDE THE LIMITS OF EXCAVATION. +uvnmmuiwelnnornehMxo,unaervouavn,xui,porn -- �_ COUN1V OP LOS/10102129 DP.PANTM9N r OF PUBLIC WOrIK9 i TWOOAY90EFOREYOUDIG we .,w, ,QO""' <,,, 'VALLEYDALE SCHOOL DRAIN I REINFORCED CONCRETE CONDUIT GEOfIG[G.BOGI105SIAN&ASSOC.,INC. CALL USA TOLL FREE ..,- -- CIVIL ENGINEERS.LAND PlAlI1ER9•SURVEYORS -' " w, " 1111 N.BMND BW2 0110)21.0 MUM MO 7h¢�r BLFMM2,CA 01202 IOIRI S4I 0002 me(E1o)x11Ar00 1-800-227-2600 xr yp ,,.,.' M- hxeCx,r,x,9 TITLESFIEIT_ g —^— nrwslDNsu 70.1 .. u+^9'' 911e1±r 1 pr+t3M I . f .,4�. - t ,>•,+ e . :'4iNn,Tom,,I II GENERAL NOTES INDEX TO STANDARD PLANS EdsUng grade 1. MBERS IN CIRCLES INDICATE ITEMS UND1R VINICI I PAYMENT WILL BE MADE, LACUPW 2, NU 2, NUMBERS AND LETTERS IN BRACKETS,SUCH AS[31 OR IAS),IDENTIFY STRUCTURES • - FOR CONTRACT ADMINISTRATION PURPOSES. sT2SLOtl uxt. U0111y7 Indicated on drawings 3. ELEVATIONS 5110W(7ARE IN FEET ABOVE THE U.S.O.S,MEAN SEA LEVEL DATUM,BASED Catdi )// UUNIy TO,Indicated on ON011!oF.A-,.,SIA. 110.1..ADJUSTMCWT 3000-1 PIPEBEODING IN TRENCHES Basin y/- 4. STATIONS SHOWN ON IIHE PLANS ARE ALONG CENTER LINE OF CONDUIT OR ON A LINE 30000 CRITERIA FOR THE DESIGN OF SHORING FOR EXCAVATIONS C Ll Indicated I • NORMAL TO CENTER LINE OF CONDUIT. 3051-0 SAMPLE SHEET FOR USE AS A GUIDE IN PREPARING S. STATIONS AND INVERT ELEVATIONS OF PIPE INLETS SHOWN ON THE PROFILES ME AT TIIE CALCULATIONS FOR SHORING OF EXCAVATIONS. INSIDE FACE OF THE CONDUIT,UNLESS OTHERWISE SHOWN. 3093-0 UNIFIED SOIL CLASSIFICATION SYSTEM 0.PIPE CONNECTION5,T0 STORM DRAIN SHALL CONFORM TO SPPWC STANDARD PLM 0002-0 PORTABLE SECURITY FENCE FOR OPEN TRENCHESMunn NO.332.1(ORI 334.1.UNLESS OTHERWISE SHOWN. 0(1110-0 MINIMUM PUBLIC SAFETY REQUIREMENT FOR OPEN EICAVARONS Utility 1150111 T.ALL PIPE IN OPEN TRENCH SHALL BE BEDDED ACCORDING TO LACDPW STANDARD PLAN 0100.0 REINFORCEMENT DETAILS Gonda NO.3084 CASE III,EXCEPT BELL AND SPIGOT PIPE WHICH SHALL BE CASE 11 BEDDING,UNLESS 'OTHERWISE SHOWN.W VALUES SHALL BE AS SPECIFIED ON STANDARD PLAN NO.3080 FOR CASE IN BEDDING,NOTES(a),0* W AND(RI.IF THEVALUE ATTHETOP OF THE PIPE TYPICAL CONNECTOR PIPE PROFILE- IS EXCEEDED,THE BEDDING SHALL BE MODIFIED,AND/00 PIPE OF ADDITIONAL STRENGTHVII DUE HOT TO REALE SHALL BE PROVIDED.THE PROPOSED MODIFICATION SI IALL BE APPROVED BY THE DEPARTMENT. 112-1 CURB AND SIDEWALK JOINTS HOLDS 8. CONCRETE BACKFILL SHALL OE PROVIDEDAROUND PIPE 21 INCHES IN DIAMETER OR LESS WIIERE 113-1 SIDEWALK B DRIVEWAY REPLACEMENT THE COVER IS EQUAL TO OR LESS THAN 21-0',AROUND PIPE GRATER THAN 21 INCHES IN 1201 CURB AND GUTTER-BARRIER 1. THE CHANGE IN GRADE OF 111E CONNECTOR PIPE MAY OCCUR ER11ER OVER oft UNDER AN EXISTING DIAMETER BUT LESS THAN 38 INCHES WHERE THE COVER IS LESS THAN I'-3',AND FOR PIPE 122-1CROSS AND LONGITUDINAL GUTTERS UTRJTY.TIIE PARTICULAR UTILITY AT WIIICII TI IE CHANGE IN GRADE OCCURS,IS NOTED ON THE 39 INCHES OR GREATER WHERE ri IE COVER IS LESS THAN 1'-0'.THE CONCRETE BACKFILL 134-1 CONCRETE PAVEMENTJOINT DETAILS . PROJECT DRAWINGS.AT LOCATIONS WHENE IfILITY CROSSINGS ARE MMI(.--)A.TI IE CONNECTOR • SHALL DE AS SPECIFIED ON LACDPWSTANDAR!PLAN NO.3080,NOTE 7. 223-1 HOUSE CONNECTION REMODELING PIPE GRADE WILL BREAK OVER TIIE UTILITY.AT LOCATIONS WHERE UTILITY CROSSINGS ATE MARKED • S. LOCATIONS OF CATCI IIBASIN CONNECTOR PIPE JUNCTIONS NEON CATCH BASINS AS 5110001 224-1 SUPPORT FOR CONDUITS ACROSS TRENCHES TA,THE CONNECTOR PIPE GRADE WILL!REM UNDER THE UTIUTY-' ON THE DRAWINGS ABB SCHEMATIC.ITIS INTENDED THATSUCH JUNCTIONS BE LOCATED Al 225.1 BLANKET PROTECTION FOR PIPES 2. ON TTIOSE CONNECTOR PIPES WHERE CIIMGE IN GRADE IS NOT INDICATED,IT IS ASSUMED TINTTIIE THE DOWNSTREAM ENDS OP THE CATCH BASIN,UNLESS SPECIFICALLY INDICATED OTHERWISE. 305-2 CURB OPENING CATCH BASIN CONNECTOR PIPE CAN BE LAID ON A STRAIGHT GRATE FROM THE CATCH BASIN TO TIN STORM DRAIN IN ALL CASES.TI•IE EX&CT LOCATIONS WILL BE DETERMINED IN THE FIELD BY THE ENGINEER 301-2• ' CURB OPENING CATCH BASIN WITH GIIATINGIS)AND DEBRIS SKIMMER WITHOUT INTERFERENCE WITH UTILITIES. TO MEET FIELD CONDITIONS- 303-2 CURBSIDE GRATING CATCi1 BASIN 3. 'TIIE CDI4TRACTOR SHALL MAKE EXPLORATORY EXCAVATIONS TU bE+'TI4kII1JE 111E EXACT LOCATION AND 10.MONOLITHIC CATCH BASIN CONNECTIONS SIIALL OE calm-womb,WHERE APPLICABLE.PER 307-2 CURS OPENING CATCH(BASIN WITH MANHOLE IN STREET DEPTH OP UTILI1/ES,EXCEPT SANITARY SEWER,TM licit ARE MARKED OR A.AFTER THE EXACT • SPPWC STANOMD PLAN NO.308-1. 300.1 MONOLITHIC CATCH BASIN CONNECTION LOCATION OFA UTIUTY INS[TEEN DETERMINES,THE GRADE AND ALIGNMENT OF THE CONNECTOR PIPE WILL 11-FOR LOCAL DEPRESSIONS.SPPWC STANDARD PLAN Nd.313-1 SHALL BE USED.II SHALL EQUAL 309.1 CATCH BASIN REINFORCEMENT SE STARED SO AS TO CLEAR THE UTILITY. • 4 INCHES FOR CASES A S,c,ANDEL AND 2INCIIES FOR CASES E,F,MOD UNLESS OTIEEMISE 310-1 CATCH DASA FACE PLATE ASSEMBLY AND PROTECTION BAR 4. WHERE CONNECTOR PIPE HAS A GRADECIIANGE E(CEEDING0.10FT PEN FT,OR DIFFERSIN DIAMETER FROM NOTED ON THE PROD T DRAWINGS. 312-1 CATCH BASIN MANI TOLE FRAME COVER 1I IAT OF EXISTING PIPE,USE CONCRETE COLLAR PER APWA STANDARD PLAN No.3001. 12.CURB FACE SI IALL BE INCHES ATTIIE ENDS OF LOCAL DEPRESSIONS WHERE TIIERE ISNO 313-1 LOCAL DEPRESSIONS ATCATC110ASINS EXISTING CURB. .I 314-2 ' MODIFICATIONS FOR SIDE OPENING CATCH BASIN 13.FOR CATCH BASINS HOOT LOCAL DEPRESSIONS,CURB FACE SI TALL BE 11NT OF ADJACENT 3201 MANHOLE PIPE TO PIPE MAIN UNE ID.900mm(301 OR LARGER CURB UNLESS OTHER SE NOTED. 321.1 ' .MANHOLE PIPE TO PIPE(ONE OR BONI MAIN LINE IDS 1126inm OR • 19.LOCATIONS SHOWN.0,THE PLANS FOR EXISTING SANITARY SEWER HOUSE CONNECTIONS SMALLER ARE APPROXIMATE 0 Y. 322-1 MANHOLE PIPE TO PIPE(LARGE SIDE INLET) Now conduit -Pull box typo II-A 15.SANITARY SEWER TIO SE CONNECTION RECONSTRUCTION AND RECONNECTION SHALL SE IN 330-1 ' MANHOLE SHAFT SAFETY LEDGE _ ACCORDANCE IMTH PWC STANDARD PLM NO.223-1!CITY OF LOS ANGELES STINGING 331-2 JUNCTION STRUCTURE PIPE TO PIPE INLET 10 0000mm(241 OR ID s1T2 EX olecboller PLAN Na 5-111-0),AS CABLE,UNLESS OTHERWISE SHOWN. MAIN UNE ID lx conduit&ceblB 10.SANITARY SEWERS AND HOUSE CONNECTIONS CROSSING OVER THE STORM DRAIN TRENCH 332-1 JUNCTION STRUCTURE PIPE TO PIPE DOW001me OR 24") \ EX etadmllar SIIALL BE SUPPORTE 1IN ACCORDANCE WITH SPPWC STANDARD PLAN NO.224-1.IN THE CASE 330.1 PIPE CONNECTIONS TO EXISTING STORM DRAINS - D ICI den I OF SANITARYCASESEWER AUPBEATS PERIMCASES FI,C,ES THE SEWER SHALL BE 11ESEED. 340-2 TRANSITION STRUCTURE PIPE TO PIPE t G�� . 5 I TIIE ENCASEMENT SHALL BE A MINIMUM OF S INCHES WIDER ON EACH SIDE OF TRE SEWER 3002 CONCRETE COLLAR FOR RCP 300 mm(121 THROUG1110U0 a m(721 10.1).PLUS 121NCIIES)AND A AINHUM OF 0INCHE9 MOVE THE TOP OF THE SEWER.THE SUPPORT 301-t ABANDONMENT SEALS FOR MANI IOLES ANU INLETS BEAM OR SUPPORT WALL SHALL BE WIDENED TO THE WIDTH OF THE ENCASEMENT AND SHALL 830.2 010 ono(241 MANHOLE FRAME AND COVER -Install new cables&conductor BE LENGTHENED TO FULLY SUPPORT THE ENCASEMENT. - 03S-2 STEEL STEP Welpod gullet I I, 17.WHEN INDICATED ON THE PLANS,SANITARY SEWERS AND HOUSE CONNECTIONS SHALL OE 030-1 POLYPROPYLENE PLASTIC STEP b0IWa0n specified unless f II PROTECTED IN ACCORDANCEVITH SPPWC STANDARD PLAN NO.225-1.• 31,0-o 51-OP S,PAA'LECT-.onr aAARISE, A Pull boxes shall 1101 be Installed olDorwbe a{IedRod .i 10 AU.EXISTING UTILITIES SHOWN ON THE PUNS ARE THE PROPERTY 01'(APPLICABLE AGENCY), Unless approved by Ute engln051 ' UNLESS OTHERWISE NOTED. 19.EXISTTNO UTILITIES BE MAINTAINED IN PLACE BY THE CONTRACTOR,UNLESS O'TIIERWISE TYPICAL MODIFICATION OF STREET LIGHTING CONDUIT , @@N T: NOTED,AND ALL UTILITIES CROSSING THE TRENCH SHALL BE TEMPORARILY SUPPORTED TO THE ROI'TO9Q6LE SATISFACTION OF ISIEIOWNER. - 1 20.THE CONTRACTOR SIIALL MAKE EXPLORATORY EXCAVATIONS TO DETERMINE THE DEPTH AND STREET LIGHTING NOTES LOCATION OF EXISTING UTILITIES WHERE SO INDICATED BY THE SYMBOL•", 21.UTILITIES DESIGNATED BY THE SYMBOL"1"1:WILL SE ABANDONED IN PLACE AND THE OWNER :I WILL INSTALL A NEWS CHOLA OF THE AFFECTED UTILITY AT A LOCATION IN CLOSE PROXIMITY 1.ALL WORK INDICATED&SIIOWN ONri11S PLAN IN CONNECTION WITH TIIE ET-F-IIITMOLETI LIGHTING INSTALLATION • TO,BUT WHICH DOES OT PI IYSICALLY INTERFERE WI1H,THE PROPOSED STORM DRAIN CONDUIT STOLL DE DONE DY THE CONTRACTOR,AND ALL THE MATERIALS SHALL DE FUIINISIIED TO COMPLETE THE SYSTEM, READY FOR OPERATION,ALL IN ACCORDANCE VATH STANDARD SPECIFICADoNS FOR PUBLIC NDRKS CONS Tittle AND APPUTRENANT STRUCTURES. 2.AT LOCATIONS WHERE NEW ELECTROIJER UGHIINO CABLE 10 REQUIRED,THE CONRNCTOR OINLL FURNISH J 22-PRESSURE MMI TOLES SHALL SE CONSTRUCTED PER SPPWC STANDARD PLAN NO,320-1,321-1, AND INSTALL IN ELECTROUER LIGINTING CONDUIT A No.S AW.O.COPPER CONDUCTOR,INSULATION WIT II U.L RI 322-100323-1 AND THE MANIIOLE SHAFT SI IALL OE PER SPPWC STANDARD PLAN NO.328-1 FOR CONCRETE REMOVAL NOTES APPROVED POLYETOTLENE COMPOUND RATED FOR 6000 V OPERATION. • PRESSURE MANHOLES OR 325.1 FOR SPECIAL PRESSURE MANHOLES. 3.ELEC'I'ROLIER LIGHTING CABLES SIIALL ITUN THROUGH PULL BOXES WITHOUT SPLICING,EXCEPTION FOR 23,WHERE THE UTILITIES ARE INDICATED ONTIE PLANS TO BE SUPPORTED,SAID SUPPORTS SNAIL A. WHERE REINFORCE.NCRETEsLBEREEAINEDTIIROUGHTIIE NEWITS.DMAI(EA 1.112 INCH DAMDEEP SAVVCIJI' TNMSFOHMERS,ALLOWINBESSUAICKIN THROUGBLE,INEACH PULL-LOX. BE IN ACCORDANCEW�7 H SPPWC STM PLAN N0.2241,UNLESS OTHERWISE INDICATED. ON ALL EXPOSEDCMENTSE SUREACESALONT TTOUGHTIVALEWJOI JOINT,MAKE U 1'VII DAMAGE EXIS'RNO A.CONTRACTOR SHALL MAINTAIN SERVICE ANY IXISTINGLMWS,P3,MAKE AU.NECEESNtY TEMTOMRV 24.ALL OPENINGS RESUL�pNG FROM THE C NO OR PARTIAL REMOVAL OF EXISTING CULVERTS, REINFORCEMENT. CONNECTIONS,H CONNECT ALL LAMPS AS DIRECTED BY TIIE MALIGHTING ENGINEER.WHERE CONDUIT PIPES OR SIMILAR 87RU CTUIlEB SHALL BE EALED WITH B INCHES OF BRICK MORTAR OR IS DISTURBED AND FOUND UNSAFE BY THE INSPECTOR OF THE OWNER AGENCY.CONTRACTOR SI IALL 1 O INCA IES OF CONCRETE,UNLESS OTHERWISE SHOWN. O. USING IIANDIIELO EQUIPMENT,CAREFULLY REMOVE TIIE CONCRETE POR THE FULL DEPTH OP TIIE WAIL REPLACE CONDUIT AND CABLE 20.ALL RESURFACING,CURBS,GUTTERS,SIDE/VALKB,DRIVEWAYS,AND OTHER EXISTING IMPROVEMENTS OR 81.A13 AND FORA MINIMUM DISTANCEFROM-TIE SAW CUT EQUAL TOTIIE LONGEST EXTENSION OFTIIE U.WARNING:CONTRACTOR SHALL OBTAIN DAILY SAFETY CIRCUIT CLEARANCE FROM ME OWNER AGENCY, TO BE RECONSTRUCTED SHALL BE CONST UCTED AT ME SAME ELEVATION AND LOCATION AS TI IE EMS TO DE EXTENDED INTO THE NEW CONSTRUCTION.TI-ES EXTENSION SHALL UC 30 BAR UTAMETEIIS, CUTOUT PLUGS MUST BE PLUGGED,AND TRITE AT Wattle SIGNS POSTED AT SERVICE POINTS TEFORE ANY EXISTING UNLESS OTHERWISE NOTED. ENTS,UNLESS OTHEIAISE NOTED. WORK IS DONE,OR ANY CONNECTIONS MADE INVOLVING EXISTING LIGHTING SYSTEMS 20.REFER TO SHEET FOR TYPICAL CATCH BASIN CONNECTOR PIPE PROFILE, C. CUT EXISTING REINFORCEMENT TO 111E REQUIRED OAR EXTENSION O. INDICATES NUMBER AND TOTAL LENGTH CF NARES TO BE REMOVED.FOSNISIIAND INSTALL NEW WIRES. K 27.STREET RESURFACI PLANS ARE SHOWN ON SHEET I. /� 2S TEMPORARY SUPPO S FOR WATER LINES SHALL BE IN ACCORDANCE Will DAN It P.STD.PLM 7-`�'INDICATES SIZE AND LENGTH OF CONUUI FTO BE REMOVED.FURNISH ANI)INSTALL NEW CONDUIT. D. IF IT NELL NOT DAMAGE THE CONCRETE TO BE LEFT IN PLACE,THE REMAINING CONCRETE MAY DE REMov A I A3MOTL UNLESS OTH RWISE SHOWN, BY Kw"SUITABLCONCRETE REMOVAL UPONMPROVAL OF THE ENGINFOSTVMO SHALL BETIIE SOLE(ort OTHER THE USI' U.QINDICATEB PROTECT EASING STREET LIUIITIND FACILITIES. 20.MANHOLES SIIALL THE SPPWC STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION 830-2 OF ANY CONCRETE REMOVAL EQUIPMENT-IIOWEVER.EXPLOSIVES OR AWMIECNINO UALL(OR OTHER SIMIIAIt FOR THE"FRAME AND OVER"AND 038-2[ORT 030-1 FOR THE"STANDARD DROP STEP'. DEVICE)WILL NOT BE PERMITTED, 30.MANHOLE SHAFT SAFIlTY tenon SHALL USE SPPWC STANDARD PIAN NO.0382(051535-1 FOR II THE"STANDARD DROP,STEP". COUNTY OF LOS nnar:LEs UET'AOTMENTOF PUBLIC VVONIIS TI 31.SPECNLMMHOLE9SHALL BECONSTRUCTED PER SPTANCSTINGINGPLAN NO.320-1,322.1(ORT �,s ��1 a VALLEYDALE SCHOOL DRAIN SK 323-1 AND THE MANHOLE SHAFT,FRAME ANT)COVER COVER SHALL BE PER STANDARD PLNO.328-1 1 AND 033-3. 1 -----.-.-.____-_ A's lmw essr 32.STRUCTURAL NOTES dOLL SE FODNO ON TIlE APPLIcAIILE STRUCTURAL SHEETS. A.cw G REINFORCED CONCRETE CONDUIT 33.TIIE WORK SHOWN ONTIIESE DRAWINGS REQUIRES'ME PRIME CONTRACTOR TO IIAAVE AVALID -4 r-' GEORGE 0.BOGHOSSIAN&ASSOC.,INC. • -• --- - "'c=°°' ," GENERAL NOTES,STREET TEC LIGHTINGD NOTES, CLASS AUCENSE ISSUED BY THE STATE OF CALIFORNIA. Il --- I . 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I k. ii- ' ot mv 22,1r RCP.17601:1 LD 313.SASE'V' '' 0,6 t .... . ,. n I --.1 • - ----------•- ' I 16,610'V.4.6. .„,s.12,my, 1 Id 7,11.2436°°.RCP,179.?c/ / .1:C/ LD 313,CASE"E -- -- ,. .! 0,CONS711/C71.ON CURVE DATA IrDIVE 17'S/N I A..31'60 21.52 Kr Off00" Lo1C2.93.18%AsW'RCE:1:E7:607 ___..- - _ • , ,. R =651.924. R.22.6, lICITC.1.1011 '224 RIEVISIONS „ .,1, 0, V A REINFORCEDL LESYTAD.A1 3 Li.5:0:TS0C.sRTHAO.CONCRETE 5CONDUITDRAIN ,,,•:1., . _-,..-.- •, 0. L .300.70 L ' •r_.2 G.EcOwIliLGENE.GIN.EBEnOsG.1010,40SSpu,NIANN&EnsA.SsSuOrwCEyo1Nu,C;_. _ -• ••-•......_______ . acirikArN/.4.• 1 . EBcc:s8TTAA.44:117,16 Eecc:s8TTAA.1778-us-A.g"-z 1' . I 7 ,LLr I • . .. . PLAN AICEODR;PC9:1110;BTF"Pl "°'' ' „.......,.... ,,:..1!,j.. • ,,,..... I • . , ,.... ... 11•41.41, A ...._•.....-••••••••,. . • ' ,• • •-•,'-••"'",0191.."-•••• ••••••••,... 'I' • -. -...--............--.-..-•--..-..-......-. • -....-............--_- - " j tB'� • ,2 _ . r-7 b I—�I 1 CY' • - ��, eRC Box "-846113. • q-0 m 244 Dare <♦/ - L •N''' y."0 8443,2"--TIL% I / N' p Spino r • T7, _ 4/5.9210"--NI. / \ li, X84®iS" • / I w, For mint See RCS 80®12"-� `Zj + R \crC \ / V 4I e. 1r Sectla,l(9h.13) 7T t) .1 .6111 Bets �� ; ,• �8 l l Lop 2U.. iv , // /...../////j, ___ 11=1T / • e, • S+— _ .--:--- -- 9 I� • IVA / , a PreleL'nal BBnrr: sloped I Y' I:I Fm Relnf.See / 2-87 Den I I RL•tl Socdon I,Sh() 1 Par 9W Pk,.960•o Q RC Box, ��C/v, ii , / / • \�C' —� Extend B,81,F and R Ams ken Lep and bottom a g-0W%8'-0"H RCD new,edet mint$Inn IS i 19 F .M al801080 m6lY relnbmen,ent Into edge barn dt� �,. �, 30 Om dla.Into new •r> 1A.. II _ vit.„,,i-s. B45 Bate �� -�I� / -ExleL Chinni watt rry �`pi ry Q • --' kJ/ • - " / IlnveN LII � -- Alyk out lino �.. ^ �=D`�' Dreakam ene JJ ---- --- (. 1� /I EMT.Chonna •• �, I 1 � &MB�n .O ` A p 1 .\ J I+-2—N �C ,..1 �I� F$F,Bare_ --- =-` I. E • 2-R7 Brae®bottom • 4;,...,...- �\D - _I _:_-__....____: 1_ face of 18p slabExlet conklIn ORA 2-08 Barn-- break out Mo.See V concrete remora'nolo. SECTION A.-n , PLANAR',_) NQT_TO SCALE QIIANNFL JUNQ:I'ION RTf3UCTq�lg N4-TOSOAL SECTIONAL-aI. NOT TO SCALE SECIiONC-C NOtlosoni4 ' — E•-0 ° r. j _I ';I • 3 79" .I-- YMIERE REINFORCEMENTI8 REQUIRED TO E%TEND 1 ! zatlEa.Mo-` ...I T rNI C C.PligLiEM ENPAL.N_QTE.S i ~ JOINT. 84 U Qn,o lO° 84 Ums AS. �ISI— I� REMOVED N THE NEW LLOIMNG EEQEUENCEALL BE I' Install 4' lI 11!ROUGH THE q•-D. WaWRata pm Std.Ren 800 IC _ �L Roth moos-- -- - I.A9IIW CUT SHALL BE MADE OPE AND ONE-HALF Remove$reP Root channel I I ./ \ .1.-I!.-. II_2^ ,. �I — Woe per SM Ran 800 me required \\\ ` ��T)9 INCHES DEEP ATTIE REMOVALUMITS.CARE li xt.'- - 6 - --' i• l.\ SHALL DEFXERCISEDIN9ANAN3ATTHEREMOVAL LIMITS 90 AS NOT TO f,UT 7HE RGINFORCINO I ! .,T ,(tGP STEEL IN TIE REMAININ09lAB.711E EXISTING �, /_:_ � - ji F. EXTENDED EELNEWCALLONSTRTAINED AND ' UCTI NAS 1I9 Ums fXTF.NDED IN TO THE NEW �, • . :._,..:_?'1. ,/ ry,�(Z INDICATED ON THE PIANS, .11) __. ...R•• 1--_. L_-- 1 84018' EQUIPMENT, /I I 2. USING HANDHELD O PMtNT,THE CONCRETE I ExbL)ak11 M I I I•`I/ v �� / I-j DESI PTH OF BE MEEFULLY YWILI.UR REMOVED UN3 MOFOR)AM NIM UM r. �� Install Meal etepe pm eld.PM.836 �ENYt)ohd -------- -------. __.... Jf I DISTANCE FROM THE SAW CUT!QUAL TO TIE �- `� --•-=- . !T _� III I I 0?MEND SHALL i35CON9TIUOTIUNTHI9 li BO Diagonal bar both lace.,Typ. EXTENSION SHALL BE SO OAR ORMETFAS.UNLESS n • OTHERWISE SHOWN. 3. E%ISINGREINFORCEMENT SHALL BE CUT TO I :, ' 1i2'Prrnohled)ant Mar . 111 I I SECTION F-F TI IE REQUIRED OAR EXTENSIOP. u I 2,i2 , l___ 1v t� NO f 10 SCALLS 4. THE REMAINING CONCRETE.MAY OE RF-MOVED By (gyp.) y I I I I I; I I I ANY SUITABLE METHOD UPON MPROVAL OF'ME 1 IJI I'12tT I I ----- --- OP TI EIE USE OGINEERF Y CONCHO RETBE E RMIE OVALLE E UIPMENT. ,-ll I 1"° EXPLOSIVES WRECKING BALL OR OTHER SIMILAR _ • ---- - DEVICES VRIICH ARE LIKELY 1'C DAMAGE THE . 333 Bars- IIIIs---I I USED. 7'O BE LEFT IN PIACI,SHALL NOT 8E _ 04500Ia °"B Bra* P Leh SECTION D-U — - 1 N`I 7I 111 I Invert�Clmnnei -N4 90%Submittal rl 6 IIIIIII - Retain MNL mint$lap 30 Bar COUNTY Or LOS ANGELESDEPWITMENr OF PUIQC WORKS Into new commie- .0.9...--- VALLEYDALE SCHOOL DRAIN' 3-0"(IM.) 13(Brash out mal) -- e'-0'Iml� ,,l� O ---- ---_.. --- /7 onoanaees._ • i 0;-6 REINFORCED CONCRETE CONDUIT S ECTION E,-E D GEORGE G.BOGI IOSSIAN&ASSOC.,INCAL,...no N2112SGAI,S CIVILENGINEERS•LAND PLANNERS,SURVEYOIIS -- Na n Rry CIVIL N 1111 BEANO BLVD..BUSE m2 GLENUrLLE.C•1 1.1202 RIO)2419x11 FIV.(010)241.0n0CHANNEL JUNCTION STRUCTURE NEVISIONS I JOE I DWG I Stoner 10 OF IS ee., era . rr a.„ I Aim �. nlelmwerlM r. .,,.;e..�u,.,.w..,.:,�,..n+:....,....,.. »n..,.. .•.m.... ».++,r.s.__. _-- r.. i:,�V.ae,ay...enrwrarrxniwmrr•e+w:� xl 11e1xerFwrraiiw•+w+,nwn,w."..•-..••,.,,.,wan,n,:w�nm•a..r ��t UOX SECTION I I I • • STRUCTURAL NOTES DesyncoVer B 7 I,i Width W 6'-6" 0'-0" I i Syn.about 1.OEAEri90Ne FROM Meer CONCnEre TO116ELM8 Height 11 C-0' 4'-0" TO cesEN or 9M,UNLE6901N6112.16S300 . 4 IXsbhnOoo reinforce t 2 CONciIE1Hm0ENa6Osdwl.86 M016MES Top Slab TNdness T'1 0°- E" �- _ h Iron00NTALLY OR V0RTIC0.LY OR EA10F6{TIO -"' - '--' - • 1 - PARALLEL IO OR 0011,'AN0LT6MdAI �_- �R 1� Side WBA Thkhnoe6 T 2 O" 8' E-,---------.-• =--: To MIMI&OF CONDUIT ON THE PWI ExceIrA6 I -7 Aa000 BB6lrolMl. Bottom Slab TMce ee9 T 3 U" 0' II i f' 3.ALL 11001 ANO lro01(961uticm<OnM TO 1118 CONCnIO Cover( Y 3" 3" r IL AMB0GMEN000H16INB0CD CONOAINO CODE -B ....__ti RErtUR&MENTFOR REINFORCED CONCNHT6',MOST 5 ar No.BS achy OG�17° N6 1C I oa,anoiMTN12 p 4,1RANSVER68CON61OUC110N SNIIBBIML NOT 116 Dan Length 0'•7.G" 7'-i.6 tV RACED YYI111NJIIe11:I1E90F MN1110Lfi 0RJUNOfION ODUoel 1 BBB N. a BMNBYUFJR168CONBTWRum10NJO61r6 In WALL6MO D7 BN No.BSpecirlg AA®17" 94 16 - _- _- -_ I cond.joint 1r BOWS AWLS INIIEOMlo MANE NO Be. Length 4'41.5 A'-BG __ ____..___-._- I D Bra , 3100000IN00FJ01NT6WRL BErabMlfIEO. .___. -.___ _..._. _ tI0M11VEN8E CON6T11UGRON JOINTS SHALL BE NORMAL Bar Ne.85pBdrg S4®l4° 1,454..6211:3.•_.. Q73 1 on RAM.TO n EC0N0EMINE0000N11RU011ON. C BOLL tl �J NOt. I 611E TIOW8VBIRer1P.nPdICIN0BARS mALLTe1WIMT9 ong 1 3-i/2" 7-2G C186r-i Il . - �. ONE ANDONNIALP 0101E0 FROM 111E CONCRETE Ben - '- "- -- I. 1 All l0ng11WlnDI bol sh611 be sonrAces Ue666 of 11eRWe6611oYdl ON 11 le �- Veil LeMlll 6-7' A'-1 _ _ _ EA11110"o.o.,excep bottom 61 IIUCTNUILMITAJtB. her No.BSpe:hry V 2" I 7,1100486E°SWAMIS080601 OP DONCne1EMENORn6 MALL Ds Ci - _ • face of lop slab whim 00000 a0lNnl LEfI• Nm.Length I -_ mehUuton relnMOement a No sPUCee NTIUW0YIR16 MI6 REINFOOOEMENI Is rewired. wit IM F04ill0E/01116Ru o 6loWNONTIIB Bare Volt.Length U0YNN01M11UUT APPROVAL°FIRE ENGINEER.NO I I • MOE1124X180 SPLICES WLL UE 8lBn0oBJ IN ANY Bm No.83paMhy g6 64 1:1' .._ -__.-___--- _--_..-- CBe� LONelUDN24l OM SEMENTMNOV6ne6 JOINTS. C2 - ---- eoll WeMLLDe STAGGERED. Har.Length 211.6" 3'-2.5'" 2 LONHIIUOINAL HMS MALL ME LAPPED 99 OAR Bore - Longitudinal ban 06LN1'NSAT00100M TRANSVERSE Mlle MWL Veit Length 7-1.0" 2'.1° - -- OELAPPE6 MMS DOWIER0 AT 11PUCEs. i I2 LONSRUDIN OARS WALL 6E CONTINUOUS ANO t.•3 Bar No.&Spedrlg I/40137- EXTEND 4®13" EXTEND TNROOR ALL CONSTRU1TI0NJ0e11s. Hon IeThg01 V.V. • C C 0015 I UNLE6a 0311BRN16R SHOWN ON 1TIM 010 ON 00111, DBre _..- ...-__. 2H' 3 11.TMNSVEn8,OINSfR11m10N JOINTS(IN thrill thane _ Veil.i Length __ 2'_7 __ III • _ 2" ANO MUM,MULLL UBS Oe P0 AT ME END OF EACH blvorl PWILSUr1lE6PACINO'r11BiEOP SHALL NOT MEW • 0 Bar No.B Spedng 04010" RA@IW • Cont. E Joint- • 601067 NOR LEN 16FEEL - _- _... -.__._-. UNLESS 0TII10IIBI611JWN0N TOR 12632116.IN Ben Length 0'•7.0^ c-t• - °I ILCum2nsemINSTMn6Y1nse6An6MV21.660ADES FeFBere MUIMLY.n&SPACINO OP STRAIGHT ISARRVER6E F Oar No.8SpBdlhg #4012" HO®ZO `� _II I T BASIN TOP AND nOTIOM SLABS BYW.aENEI19UI1ED - -- _- Arnie C6NT0000NOFCON81INm10N.TIE 8124CIN0 BM Length 0.7.1° 7'-I.G -I I 'FMEne�arlinerweerN ratVemlcemus M ten or Mu. F7 Bar 110 BSpadrB 64012' X60210 ,a T-r Te- • 1S.Ar T100EdNMNOAN0E.0N00 OFAL POURS,A Dee F II MIMS OF REINFORCEMENT COMPOSED OF a C. L45ph 6'3" V-1/2" ''.i.- _IL-t--• j Ca,0,F,OANO110Me BAut BenwCEo 0 D6r N°.89pac #46412 ------- nine INCHES PROM T11a11VWeVER9e CONSTRUCTIONidy_-_. FI Bar- ' - 14.012248 MAY E 6Pu0E1320 OARr0MEEn6AT111E Den Length -3'-0 _ LOWEIILONd1UDINMCON110UCTIoNJ01NT,A'r NA 1.1 caNfMm01000I ioN. H Length ® _ _ 14 IN AL SECTIONS WC0UC8 SMS.TILE Bele Bar No 3'-U T2 .1 1M2 1 MISSAL LFJMTNOF WINO C MIMES - - --- -" CASCIHOR FOURJNd16TARL IF NUMBER OF LONOIT101NAL REINFORCEMENTS 48AR3 E MSIROIIT NWitte16TARTERWNVN1IE L IS c2 BARS -- - - -- TIMVERnOOLEN0nloFnre0060C2WBMAIL Top Bleb(�e O1) 13 12 BE VARIED COBEOPoMMISLY BOASTSo.TUBMAMMA ----- - - • • 60OAM61ERIAPBBTVnENINeTWOBAne.MB 0000WSlab 11 12 _ TYPICAL R BOX SECTION WOBluu6EBAND 0N1NeaMULERPAR& Bottom Bide Wags 17. 0 - 18°SKCRBEO1MMIOI36/462 rem ow A61X-ST-631 a •• SCALE i INC11PLLETANDS1BELCUAMITIEODONOT TOTAL 30 32- P.: 2 L INCLu1P.ANY OPTIONAL SPLICOO. n it.IF• III FO01licianse IS 1221NC116a PLACE QUAN7171E9 1 OEINFORCEMBITAT T11e CENIERLINe OF TIE WALL _- LMCu.Yds./Lin.FL 003 UGn i.,_- -- 77/2 Steel WSJLIn.FL 02.2 BO.N L F- _rte . I RC BOX LOCATION SCHEDULE STRUCTURAL DESIGN CRITERIA • Box SGIIOn - 60, SlaUan j..A.C.f.0.D.STRUCTURAL bESI0N MANVAS , A h V T 1012" 9 cl From To Sect - _ Fnm To BATED APRIL iy02 ^�'-ter oo .Fool a DI';1_ - __. _t_._ i-- -I. a' .:.n.QhD°Ai7Z,o., - LIVE LUAU L" 115 ZU-0A unless unmade.need 4,toe• 7'2J3- DEAD LOAD o - "-' Fenn Med Por MoretaRe feudal:Yry 110 pcf 1 . Ku=Nu=U iG0 2 I T2 Bd=OUIdUo wldlh of box plus 3 feet fFF" j Slda earth 37 Ng porlool of depth TOP OF WALL 1 • VASE OF WAL[, _ - h6omRl00101Pre6HUre.02.4 p8l per fool of depth WOlgIltof Iwncrete:Ill pcf P. IN - - - ALLOWADLE STRESSES -1 I _ -- Tc=4080ps4 at 2Ednys 0 o1UW put 20 Bar _ f1=74,007 psi : n=U dlemelArs y Showand bond 0700103 par A.C.I.31003 •1° 90%Submittal s i a I t/3 r-7 • i COUNTY OF LUS ANGELES DEPARTMENT OF POOL IC 001na$ ol3 -- - VALLEYDALE SCHOOL DRAIN 01110'_"', REINFORCED CONCRETE CONDUIT CONSTRUC ION JOINT DETAILS '• GEORGE G.130GFIOSSIAN&ASSOC.,INc �'e J-°' • I i 1 CNILENGINEERS•IANDPLANNERS•SURVEYORS iyil. SINGLE R C BOX • 1111 N.Dm.dVU.,OWE9W JVOI'70 SCALE i d.6NI1AL0,mem.(BN941Amo rex:am211.con - 1t. N„ rte„ J/ STRUCTURAL SCHEDULE,NOTES AND DETAILS 06 R1:VISIONS ---eii iJou IDeo ISIIEEI 11,OF 13 . i •a.tontl 111,11110 4tL.xxtt I -__..__............._...-__- 1 a o I DESIGNER I C.C2:.2 I Co.au«F.21 4. SI 1 a' $ $. "' s 8 a $ 8 a' m m Q OeGO �mc IIIIIIIIII 111111 IIIIIIIII IIIIIIIIIII IIIII�(ly If S 4 IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIR) a $s $6.=.a._•a 339 G' 270* 12 g #g ..:..-. :.- .... 7. .1_—_,. . .. .._1 .. _ ._. IsSS ss!! 8a3 t zsg 1 a s cs3 ' o;— ® -1.1_,_.1_1___--3.13 8 -a=< . _ o _ 4 1111 11.11 m ft �`$ T $ 28.128.1 _ - -. -- wad I Vis-.° a '. . i gip! J m1 a g3 I-- — si=Ili p gi � 0 a a g z 1,0 8 S 3 S 8 4 9 3 O - a s t.:a 44 O i OF " 8§_ a1 o_sv $ $ s o o =r • , _ �8 a '! '�I� NEI lI i 3 • I C S $ a Y 8 8 N 14'IIIIIIIIIIIIIII III 1111111111111111111III III 4 m $> IIIIIIIIIIII IIIIIIIIIIIII 1111111II IIII c It $^J 'a g sr 3 ^a I? s s psi a 4 . ® kgs a as a 9 s s s� F s s $ 9 sa a s 'xS �� i � a 33 I 1 1g1g16 sF $ 81 3Qi 4 g 12 al _� m s 9 .o as 7 _ o 9fl a B -8 g 8 11 9 - n z m #� '_ m S slg os il sz ^= a rEz am0'- '$ S 8 8 s =!r e3 $ '3 8; r ;i 2 V - OIs - 0 8 s i NE .p I Z BIS z I g 12' =3Oia cn y m O I 1 z I © I 1..1. .11 ,,.Nit I;:,,,;,.rni,I�r I INR Fa 4 aca Iq c� I ! e ¢��i s,... IcI Ii. 3 � € O 3 1Ji1 € liii fes!] O LT • minizziati 5 �akj:ft,.\Q.-P1-.-- 'C; 2 r 11.111111111111111 :,.. g a a a 8 g pIr z la 111 I I Si g § $ sa I 3 p II Z,6- 13 if l 1 Jiff gjg Qrg G.I a m 3$ 9 la G7 Or-� a O =4 $ $s3 oa Fo �mH a �, 2.s- g ats - a ,113 1 c 0 O s E Q1o ; - I. "s s 0 mp a s o,J -f-DP 8 r, . „,. a , 005,0 DESIGNER J _ I * I. 113,11111111111111111111111111111111n1HIM 24'g Sg f . fi. e 1 e e mit 4y. 12 i I 1.115 4 !ea i i 1•j8 1 1 1 al 2 §1 1151 7 511-i 1 1 E 11 4 5 a;2 0 p m 2,4•7, . i -51 TO . gl 1 gig a g MI — • a g is a a a I v 1 g. I ...x..., • if §1 8 8 a a V ..* II La gLs3 . . . . . pig . .E. . • 1 . - . ,mi!";:fm,THIITI1141114iIIITHIITm /1 . .g . il 2 1 1 ni i •i.,6 F.? 1 2 • ..---' ' #'2 V V a iii , ;fi vi. -I ! a 2 2 i ••P '5 ga 152 ; it. 11 ii 3.34 II 11 M 1 g la ' . 0 . igg 8 Rg a 10.ti. — • 6.1 .3pM m flEa 0 8 ...f, 1a- 2 :3 . 1 " I zli i i s 8 C--- . . ' 1 : 11,1 :1,71111,1,11111:11111:1111III,11!1(t) re! 5. RE 1 I liffi I 1 Ea 2 2 51t Vt. 2 :";.- i ! r g ; ..11-1 g- •gli •••;, f, 35 u:a 3 ... 0, c Z•1 c• . •i 1 2 il El• a-- m. I 12 'IX — •••:,,, 13- 74 l'ioi 03 ag g3 U . aft 2 Air4 • ' " " ' ' 1. . H ‹E wg 1? • .4ggo RE' Xi>4 2 2 11 !..1 1 Ipi "1.1 1711--" a 5 2 2 E° 'a a Eaa'a a 8 zr— 7i g *4 IR = U321 11 li R! 1 MI il 1 E a 00' E 1 g Fg , ti<, ig f Eaa 'gr ff5 g al' 0 nar'f" a au o-,., OW 2 . a it 4 F. gri E. to z0;' . ... Il i I lil tli 0 0r i 5. m0 z 0 m0. or- , o 2 . I — ...,z0F2 ...., ., ....,.., I A , '-, CI 70 7•• C q>g • . • . ! e.