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HomeMy WebLinkAbout1997 - Culvert Replacement Bermuda73F -T, LoT /9-, l r3L.Kf60 �;} ,` � :s , �"'s' � _ �,� jam-,. 3 r` `` ..� .� r�� , ,. .__ �t ._ r Y� ��� �.. . � � '' < .. � \V�1 �., .. �, �'.. '`L1 I SIDE YARD CULVERTS Bermuda Pipe @ Lot 18, Block 160 including Blossom Ditch maintenance Change Order#20 TO: City Clerk's Office, Sebastian City Hall QTY. 1225 Main Street UNIT BID Sebastian FI, 32958 PROJECT: ANNUAL CULVERT CONTRACT CONTRACTOR: C.R. McLellan, Inc. DATE: 4/11/97 The undersigned contractor proposes and agrees, if this proposed change order is accepted, to modify Contractor's Agreement with the City of Sebastian to furnish all materials and labor in accordance with the contract specifications and all regulations, laws, permits, and governmental requirements and standards pertaining thereto: CHANGE ORDER ITEM NO. IDESCRIPTION QTY. UNIT UNIT BID ITEM TOTAL CO -20.1 Mobilization LS LS. $200.00 $200.00 CO -20.2 Comply with Part VI, Chapter 553.6, F.S. "Trench 0 LS. N/A Safety Act: All Trenches > 5' dee CO -20.3 Trench dewatering 1 LS. $500.00 $500.00 CO -20.4 Furnish & Install Twin 12" CAP Mc 2W LF. $12.56 $7,Si 0 CO -20.5 Furnish & Install Floritam Sod 145 SY. $2.25 $326.25 CO -20.6 Road Restoration 0 Sy. I N/A CO -20.7 Maintenance of Traffic LS. LS. $250.00 $250.00 CO -20.8 Remove Existing Headwall, inlets culverts LS. LS.N/A CO -20.9 Furnish & Install FDOT Mitered End Section 2 /i EA $250.00 $1, 00 Index No. 272 CO -20.10 Furnish, Haul, Place & Compact Common Fill 350 CY. $4.85 1,697.50 CO -20.11 Fill, Regrade & Grass Swale Area 0 LF. N/A CO -20.12 Replace Concrete Driveway0 EA N/A CO -20.13 Bid item #17 Front end loader - Swamp meister. 80 HRS $75.00 $6,000.00 Clean,Clear,and Regrade Existing neighborhood (backyard) ditch from Lot 18 out to Blossom Ditch from Everina to Riveria, following Blossom Dr. to CR512, Approximately 1800 L.F. CO -20.14 Bid item #18 Backhoe Clean,Clear,and Regrade 80 HRS $45.00 $3,600.00 Existing neighborhood (backyard) ditch from Lot 18 out to Blossom Ditch from Everina to Riveria, following Blossom Dr. to CR512, Approximately 1800 L. F. CO -20.15 Seed and Mulch Finished Ditch Sides 900 FT 10001 SY. 1 $2.25 $2,250.00 CO -20.16 Final Site Restoration 1 LS.1 750.00 $750.00 CO -20.17 Locating,relocating, removing,shoring,cradling or 0 LS. additional time spent working around the following unknowns: water -sewer lines,telephones wiring,T cables, electrical wiring and gas lines. The above conditions are subject to change order er'ob. Total Location Bermuda/Blossom Ditch, CO #20 0614, to 3- 5p6. D vl91ogg,i5 PROPOSED CHANGE ORDER ACKNOWLEDGMENT A. The above unit price shall be considered as a firm bid price not subject to price adjustment. B. The CONTRACTOR acknowledges that the prices will remain firm for sixty (60) days following the date of this proposed Change Order. If approved prior to the (60) day expiration, the proposed Change Order costs are effective through cdinpletion of project. CHANGE ORDER No. 20 SUMMARY: Original Contract Price: _$131,890.25 (P.O. #1829) Current Contract Price, as adjusted by change Orders_9 through _19 $ $131,890.25 Change to the Contract Price due to this Change Order No._20_ _$19,085.75 The Contract Price after approval of this Change Order No. 20_ will be: _$150,976 Original Contract Time: 90 Calendar Days Current Contract Time, as adjusted by Change Orders _9_through _19_: Change to the Contract Time due to this Change Order No._20 _: 14 Calendar Days The Contract Time after approval of this Change Order No. -20— will be: 134_ Calendar Days RESPECTFULLY SUBMITTED BY: C.R. McLellan, Inc.: CONTRACTOR BY: / C signature NAME: Cid!f c/ /446C DATE: aLf'- 92 Address: 4055 McLellan Ave. Valkaria, Florida 32950 ACCEPTED BY: City of Sebastian signature Thomas M. Frame City Manager Address: 1225 Main Street, Sebastian, Florida 32958 WITNESS: BY: VAa L�S I C&:!= -e_E:l signs NAME: Nl . , . _16 4-Wv{J 6 e— ADDRESS: DATE: I" 2.4-4g WITNESS: M_ signature Kathryn M. O'Halloran, CMGAAE, City Clerk DATE: CHANGE ORDER NO.. 20 -ANNUAL CULVERT CONTRACT _ Page 2 of 2 LOT 18, BLOCK 160 SEBASTIAN HIGHLANDS UNIT 5 AS RECORDED IN ounv`iun o �" PLAT BOOK 5, PAGE 102 PUBLIC RECORDS OF INDIAN RIVER COUNTV,j. Reproduction of this sketch are not valid unless FLORIDA. embossed by surveyors seal. SECTION 14, TOWNSHIP 31SOUrH, RANGE 28EAST. 2. Land shown hereon was not abstracted for rights - EXIST of -way and/or easements not recorded on plat WELL BLJ< I/ m` 3. Record plat basis of bearing. B VA ICL)./ 4• Flood zone. X I LSJT 7 LOTS i LOT 6 S. Elevations booed on Qsu MAD date. YAC t "----'-8. Bearings rat to_�ELr I "'i S 89416 -M E 7 0= VZ'IR SET LS 80' Id PUBLIC L.Tr1Uiyy t JiAiNkU6 r 't I tn• LOT IV PROPOSED BU< I C-0- WELL Q i G . C i n �Io i Z C4(n N -rn o NA1001SP//ddJJ (jENOifkYiK / RNT I SENO tri JUI TANK n 3 DRAIN FIELD —I V1 /PROPOSED HOUSE 80, S 89-46.30 E VAC 12' — , I I Vw j LOT Io. _ � r. I b • Ir, n 12� itrtl II PROFOSFD CONCRETE DRIVE ti- I HEREBY CERTIFY that this SKETCH OF SURVEY is correct to the best of my knowledge and belief as surveyed under my direction, and that there are no visible encroachments except as shown. Survey meets minimum technical standards of Florida Board of Land Surveyor's pursuant to Section 472.027 Florida Statutes. scale 1-= 2J Date 5II69[?JDyEELP/ PROPOSED Revised 5-17-89 HOUSE NA1001SP//ddJJ (jENOifkYiK / RNT I HEREBY CERTIFY that this SKETCH OF SURVEY is correct to the best of my knowledge and belief as surveyed under my direction, and that there are no visible encroachments except as shown. Survey meets minimum technical standards of Florida Board of Land Surveyor's pursuant to Section 472.027 Florida Statutes. scale 1-= 2J Date 5II69[?JDyEELP/ PROPOSED Revised 5-17-89 HOUSE I \i 00 'o .6 -/7 0 6 O/et, VI/V .:t -s 10,0 � -; I ', A -I � -j. .. . A —NUTF3 ELEVa11014 ARE -TAKEN FROM AN ASSUMED 6E4CA MARk. - 'DRAINAGE AND UTILITY EASEMENT, V WA REAR $ 51 7pN SIDES 0" ALL LOTS . Y 01b5E,p. GRADES AS 54au)M - TRrj C Roo- NAIL PD.)\ ELEV. =20.24 Tf3M(nIAIL FD) I I PROPOSED NIb+/ \ ELEV. = 20.53 I I1HT EcEI/. ly.2G DER DA AVE__ i 0•11f'miO PROPOSED• N•P — — o.2i^/o PROP• - L 1 12"GAP 1 ' 112"crlp I 11"CMP INV1INN 19.1 .1 INV.IN.=MIS i'Nv.1q-- I IMV•IN.a IS•LS 1 Iuv•b. , kLI ; I Nv.oJT. =19.16 IN V.O�T %p.13 INY. OUT.ag,16 I >n H.P. PROPOSED COT25 EbT24 -LOT 23. :-IT?-2 Ll -7I LOT 20 LOT AT ELEV, 18.8 I1 GROUND 19.12 F_XIST, p•o63 io 19.3STAr aor 2s I C�s•s�) �_o n o/bSEO - zi 19-�c ----�y ac9-6 14x 1 �j16L6Lk 16U u,�l� 76MCPAIr1T M49K) COT 1 LCT 2 1 LOT3 III lAT 4 LOT 5 LOT 6 LOT -7 12 .1 li"C4P 'I INV.0V=Ilj INV.OVf.=19.21 INV. tN.:19.51. WV. IN= 19.3 12W INV, I12V•OUT.: 19.52. 80, - INv.avr 19•s9 ss ff-P — T - T 0.1 o PROFbsE o.IY% 1 RIJIf2A, AVt – – — -%IST ItIG PROPOSED H16H PolmT -Of SWALE 19.SO 7I3m CPAINT HAVV,1 T-LEV. < 20.56 1225 MAIN STREET P.O. BOX 780127 SEBASTIAN FLORIDA 32978-0127 (407)589-5330 E7CIST, IV +1DPE. INV 1N. c 19.26 INV. OUT 0 18.92 t EGEnkp d Oc(()Q)ED LOTS - FLOW DIRECTION 5( 1 0 / W.L. 19.20 —7BM CPROPERTY SPY•) AT _ r3ERHUDA ELEV.=20.0 L-I(tSTI e TRENCH DRAIN �j--0.29.l... PR -0v ,2" C' p lvcmp i'50 CNV. IN.=18.16 14v.IN. = 19.05 �91p INV. eVP=18.7L �Nu.oagc Ye.97 LOT M LOT' P7 WTI(, LOT IS 1 0• o b�oio 'PO, 0 9 -45 J 1A'1f I -IAr!4 1L.TII iuvc I IZPCHP MV. M. ;,9.12 INV.dR%19.31 140, 0U . R-10 V.IV,W. = 19•VI i 75M C1PA,NY HgRK) ELtV. = 20.62 GZ.S' 1151 E.aP eO.P 1 1 1 F 5d R.O.vd N TBM C N&WL FO.) EtEV = 20.$7 ar / ,NV. 1N.= 11.91 _ I NV. OUT =17.73 104.16'. �� l m0 / Box CVIU ERT of i LOT' nr e ? I 78M (PA,N•c MAak� ` EIEV. a 20.42 wT l2 w713 1 1 � I ��Z$H CPAIAIT IM1gQKi 1 --DICµ, MGR ND NG S1T E�3ERMUdA DATE DVz A'S'H },Q NIAN aQ Z�029d $b -4l -1 , 31H0 b91 Z91 X114 S # L1 Nn - da (�w�13� •• 31is 3ad�19�� H Alla . 1 � ,,5nr6Z �Jry 1151x3_ --'-- $ 107 � t Z�1 X141 ' h101 0/1.07 a 107 Z, E1107 001 2h -OZ= Wala 8/'Iz LN�Yd) �u '�$h-Of, P + (>I 21VN 1ry�HdJ %"9L � (7lltlw t+9L� �•� U'Ll-1o0'PNI LS'Ll=NJ'AN I d kv;?.ZZ x„£1 'JN 1A:Si49' Mb� 05 11�_ l � 191 �Ilfd j I I O 001 = o i "i DS -30Y ti'.)�L(Q N9 S3Q Val9 Q35CdOJd b91 5419 B1O'I OL 1101 WoB� £S')1 =MT3 of (YaQV61 D 30 OS H:)lIQ - S a lMA - S2o S/�31�c�c (coo R-0e//�1 --.ep/i. nA,, it Sl� OLC'�` �Fc➢rvt. 1�-<.UFJ+.�Ct� `� Pvo P6 S£O 7)I Tc" QEFsRAT�E : AMOU^tT 0= Cc -r OR TILL AT SPOT EX 1STl IJ(b 6Tt AD•E SITS D'ESC V (Qr IOP 47- P/ICJ/ E%IST PrOP I r1 LLCA). ALOT-I F -AST IL x17.% -C - 0o is( so") c IS•75 1 174 I¢. -IS 0.01 IIOTZ MID iOT. Ia.75-.bOl$C 40) a )� 6� 10.30 Ig, 6., 0,67 LUT$ HIO '4-0T is GIN - OO,S Cs.) n I d.77 18''81 /9'57 O.2y (-OT3 'END FAST i't )`o ,S'7-. oo15C 2140)=IS-51 78.40 Ig,57 LOTY Ee/O EACr }L. 18.87-,0015 (8o)rtM) 117.39 17•'11 1%.39 0.6$ tOr 6 NIA LOT I "ssI _ ,uo /S(,Ba)x-r4 y2•S)=18.21 181017 1B•21 0.10 (07 7 "ID LOT 1$.87 - .00/5 (527.5) a 18.06 17.14 /8. 0$ 0.34 to T_7 EIJD FAST_ IS,a7-.00 15(C. 90x5)+65x2 =l8 •oZ_ 11,97 IS,o2 0.05 L07-8 E:uD FAST_ 18.00-a•00066(60) o rl.9S 1$•217 17.95 O. 30 LOrq £ND EAST18,00-O.Oau66C1Q0i = i7•gq /8.23 17,89 O.3y �-oT 10 M/A 40r l8•0o - 0.00066 (zoos c 17. 8Co IS•45 17•&6 O,Sg (0T1I MID 407 /8.00 - .00066 (80><3 ♦ 40)' /7.82 x.'19 17.82 O.67 COT /2 HIO C07 IS.oU- 00066 �ROXYt Yo� n 1716 1822 177(0 0'9'6 to r 13 M10 col- /SAD - ,00066 (60 xs 4 32) = 17-7I 16, 1y 17,7/ 0.43 Ar IOU. Mu. 131X22'6MP /$•00-.o"(BUX5i40.35)c 17.(.9 17.73 17,(n"( to. ro RADE A -T im), IN. TO 13 0,05 13ECou) Lv Lu-c%L rT Jnlu eP-n Q�AIYAGE /HRPOUFrYENT oz - (,/66 ) REPArkv. — GRADE RBAR plrcA/ cNAn/GeF P/ Pc::' bivec410 v, Lor ?6 l C/5T/iGG cUbciccrs L07- /e/ GRADE SWACF -,-o 14 tor A, 70/y GFAPF- 5(w -m c E 4-67 Zy ZS / a/57,¢GG S/Dg S�gRn CucuGR T CIJT /S /� zoo- 5 swAf-a- F,bM GOT /6 To 5X/S7- 1-?"XZ2"r-Aj AV = '�5.q-1 — 1-7,87 = /,) 16 fi 14. /0 = 379, 2G S = /.//37S,2G = 6.06 7-9 = 0.29 FRO 1,4 cor 2y 7-0 Rel GIAJI1VG OF D,rcN 5 0 3y/aro = 0. o0/25 = 0•/25 % ( wGsr) LOT 2 j V EO A°t = /x• 13 - /8. 56 0, X = /GOt �o =z 5 0,63/2'y0 = d.U026 = D• 26 % [ C/asT) 1-o 7' 4r ro (o r G ky = 19. so x = 16 G d 80 = Z46 ST - i c, o r 7 4"I _ V9, 5-0 —/9.22 X = 2oo o . zsr/ 5 = zoo - b. /y % (r asT ) X = /Zo 0.093'16(J_457) l-0 Ts // , / 2 41S 47 7,137 `j2 iz Ll 5- _ 393,43 .93 = 0 39 0,-e / FAsT ) OE,47 F.eONt f,'rAE77)V�-.: PT. ?O GOT /9. 87 X _ lDr t R Ar DI-MA.1- , FgoM cbr /9 r0 /3K22" mmp -7.70 = o•3 x = YCso) 1 cs.o sv.�s = Yy5 3S S = p.3/949. CN E� S�p'E i'7�TCF[ &CEU, CON FLlC7. PRoPaS15A 694nF- .47- FX;57>, s,pE DoT cvcueET 1`4.5'7 - )c $ox3 - /0,5/ iAJU, cvT _ Y)�OPOSr 7) D•reN SRA /'3,E A'r PaPos r 73 si 0b LoT �uCd t.2 T' �•Uu. our, COr /9 20 . .0015 P6o TO sr D- D, Thy 6RA D£ A -r &Z/3,r/q/6 5 Co 'r />,Te'" /7.79-.OddrG X , /7,F? REAR DITC-4 cAL-CvLAT toN 3Lk 162 6*ADE 517)9- DI 7e #0 GOT /Z e/3 Q`1 c 17. 73 -17.66 =.13 0•�3 = Q,1 0/ CZAAR 8(955ow1 p,rc,4 A" = 17.60 — 17,17 =,Js X c gS -f 119.6° - 209.60 GRA-T)E 2bgp 3GossOa D,rcµ CU Ts / r65 3e -K 16Q NO c�r5 44 z 17.66 - 16. 64 D•Hz v* x - IDg f S° /6)+ Z'Y = 794 05E coNSTAN'r cLF-U, /6.53 QLlt /GCJ w -r -13 l e M T P y _ N N � s I p l i x z w _ IN ti Z u: y ti h _ ^ a a S v s (41 l e N � s I l e waTE R LEc/BL /,./ SAc f vli EFTS Lor/9 SLf< 160 LOT fB SLC 160 ➢vopOSE- TWIA/ /7"cAP ,vch J.J. /Z Ig. v S '"u, ooT. /8. /f, EC) k ELEJ= /$-68 ,NcJ, 'N - /8.50 NU, OUT = IQ ,NIJ, ,i..l-,8, We ONJO. 00Tt 'S.'c oe, 3S WQ�L'iNicF. r,, I;5 /3 WATER LEact 06Due- CuLVe r T N,, fEA R , /8• res -)8,00 = , (,S LA4 OuT_ •rug 0r cu< -veer fN REAR._ q, /0 5 of C04veRr ,A/ _TROUT, t--215 y X4.35 'QCT/ov A -A• --- C(JuER AT -A -A-. ,./✓. _ /8.35 _ ''SIoO /8.2°l y _19.710,= .52 5E_Tlur✓ g_ 8 rRvw> To w.76 rff.lS COUER AT 3—V� fua C e) = IS•bp GRADE To 19.90 CouEQ AT c -C I N,5 T,A C C R/P ?A F7 B A 6 S A to U C! 0GgT 5 /A�E F20 AA- R"'e 0T- Dl Tc N TC) A--;sJNe. Tcor✓ 1211 pipes - 0RIelU rATIOAJ ; O FU z.s i Assol-cE MuS °'y tn�v, rft $, r'J 108 1-I< t mu, DJT S 40 p 07 2°� . 00 Z 130 /Z0 ELrV,4-toAS Top OF CJGUev.I •40,ot 7'yjIrJ /2 13tG"1'AJC- ftPe. 115,60 41 Seo-f/on A -A /1, (p r 3d) 6 3& J3 -/3 I91-�50 - r// �3U� � 2r- = I9 4V Se, -J to c -C �9•vZ— ( .�30) X42) = r9. Zg ,grJD 6rfG /S•Z� t l /g.2(J sC'CTIOn 4-,4 w, . 1 b w 176 3 Scope- . LEFT SIDE zo•33 AT e� 'DCrLH kr6NT Slog /`j. /3 Tai a� P cc MT /9.So Se,GT/o n S- 6 I -A to to H^ ee4 / 76 3 5Lope LEF7 SIDE Z2 •58 - 6.5/3 = 20-Y/ Ar � Oircw RI011T SID$ 20.20 - 3/3 = 19.20 it -top op Pr%oc aT /9,v2 GRADE PvoPosc_ t) 19.`75 19. 7 5 < NEO ITo 3 > 74EM 1 Top COUER .z5 A sj3uILT, 20,ZY \9.95 < TWEj r-oa 11.15 7 TNFN I T03 cooeR .s3 ItEVA>"rONs TOP OP P/ PF_ 3b6m(NG Pr PE mo -r SECPioiJ A -/A r n 11S-13 Co )5l?(jcTlo)j 1, t"o pr or Ifs•So F r,s = Zo,O /8•Z0 4 /.5 = /9.70 FLE V4 I -r a n/s TOP Or Pr?E -44v /g 1' ,4✓o N PrPE e�IS"x Z / I r' �E6r,uI,V6 PrP' Kjo-r SEcfru 4 -pr 61P 8 -s CDA1�C1r�/!1N " c , c E xjb PrP E Lowen rk)u- To 00TjE A)o, ouT SLE u4r/ox)S 70p SrCoo,)tJ{ PrPE JSEc-PIOIJ A -A W6 PrrE IA/(/, AT INC) , IN = /8. 50 IN U, OOT /a• /O I0.1o% =.58 6eGoco rv•c, s- ,00307 CUe j"'f .fO v C rs"X21 Cu4 P /g•so t `s�z 19f .75" 7� z s� (;7 g 14 19 •'STY /g .2o ♦ rs�Z = 1q,4s IA/(/, AT INC) , IN = /8. 50 IN U, OOT /a• /O I0.1o% =.58 6eGoco rv•c, s- ,00307 CUe j"'f .fO v C rs"X21 Cu4 P /g•so t `s�z 19f .75" /9,57 r S • 19 12, 10 t /y, 35 A)Orr re K CONSTA)cr7ON . r Al y BERMUDA brrc.4 RF-BRAbiN� 3-9-9g ---- �— ��a -,, l �. ry j, }y ,. °_ �� � t :, �. $�, i n- ' � F.. a �, ; a a r1 .. -�. i�' M Y I .. �1 �. �..�. J� �,., • . M � •1 ��' , I TC V\ o' P. U.: 1i. E ;RADE HOPOSED LOT 19 LOT i a BLK I6D CiLK i�O 1�E 0,20 co. 13.0< B-8 EXISTING GRADE �D,-rcVA FIKIWED GR DE LOT 19 PROP016si) II 131K.IGO F POSED TW�vi I -Z" �cor� 6RooE ,moi w1TH FDaT MITERED Dy / SECTION C -C. SITE B[RMUDN AVE LOT 1019 BN 160 SIDE DI-T(H P1PE INSTALLATION L -DR NVT 9Y k.i.F. _DATE 10-17-97 „1 31v)S lUILd3A ,.l 31ti)9 1d1NOZNQH NOIl)3S ,9 0 R ,zl w(al 390dNA I i Sial 0££S-689(LOO LZLD-8L6Z£ VCIIHOld NVIISV83S LZ 4O8L X08 'O'd 133b1S NIdW 9ZZl V -d N011)35-_ on•Si -- _ < ! 534da9 9N11S1X� %cbl f+Z Oz a5'ZZ h2•oz 90)'Id a4i llns 3Qab 61 101 � Q3HS11v13 / 091 %119 ({3cpdD�ld 3a>�,219 Q3ttS11vi 81 B-1 i i lad 091 �AlC! 91 101 PIPE Loc -• CL FA QIQC:1-4 _u ITS 32 0 DtTcp cv-EAtj IWt, L, 1A rm 9 "al T •V 5 of ,as a�tZIAOVO . SIbE YARD 3 'IPE. ? DlTc-% CI E/�f 11ti1GZ NOT IMCLUOEO c L ' I GRAROU R AV ! 30 29 li 10 9 • 7 6 S 1 9901 2S— _- 2 27 3 26 4 25 5 24 6 23 t (02Y 9- < 20 10� :.19• 26 25 24 23 22 21,20 19 14 17 16 15 14 9 1, 2 33 2 1 16152423122212M5' 1 2 3. 5 6 7 8 9 to It 12 13 It 3 • 31 Mtn AV N I 5'30 I] 6 9 B ]r6 S C 1 21 O r 12 13 6 29 2 1 7 W a 2 17 W 2 , 20 1 2 I I 9141 7 2B • 9 zo a 142 z Ila 1 2 7 • S 6 1 5167 3 13 e IO 19 11 A 2 3 • 3 1 7 OOI PRIM r6 FCA AV • 16 6 13 0 16 6 N 28 7 1 r 24 ¢ 7 12 A ] 12 715 '%,� 19 12_25 I 29 IZ3 116 9 BI4J 6 2715 20 Iy rB I] 16113 157 I. 13 12 I� 28 2 IS ' 1441• 2 26 1 2 1 )• 3 6 7• 9 10 77 II IS I 2 3 • 6 S 7 3 1 2s 170 26 17 Is I 2 313 3. 4 zs Av n • r•avoR 5 24 w 2221 2019 18 17116 1314 13!12 y 23 25 21 2 22 21 2 19 I• IT 615 1 9 10 31 158 I j4 145 14 2 3 4 3 6 1 7 6 9 i0, n 8 25 1 2 3 4 5 6 7 6 9 10 13 7 122 716222 AYAI 4 12 AMAICA AV 6 • 24232221 2 19 pB11716U1113 21 1617 Is IS 11 13 12 11 10 9 -10 20 55 -1 ° 20 146 9 7 19 1 2 S 6• • 9 1O a 12 IO912 3. 3 6 7 • 11• A A 11 r• BE RMUOA ^ AV • 9 24 23 22 21 2U t IB 17 16 IS 1• 17 I1 10 ] 8 n 10 1 47 1 11 t 21 7 S 1 11 I 2 13 r3 . , 314 I RA 4vENUE I/ A. 1 34 1 • -1Z 32 0 DtTcp cv-EAtj IWt, L, 1A rm 9 "al T •V 5 of ,as a�tZIAOVO . 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