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O N,ERW NOTES L ALL WORK SHAG L E 7, 4NE 49 ACCORDANCE W/Tf! 77/E5E PLANS, THE CITY OF /PA/VCf/O G r 17,91 NGA CONS 7*Rl/G TION PLAN5 AOR ry4' !MPROP MEA T' OF STANDARDS AN0 THE S'TANDArPO SPEC/F/CAT/ANS FOR FC/BL/CG!/G'?IY5 GON57iP!/GT/DIV - CUiPRENT EDIT/ON. 0141 AC%OR 511ALL BE F//M/LIAR X17141 AND 51114Z Z_ BE RE5P01V5/3LE FOR 40hER4NC,6 TO THESE 57ANOAR05 AND 5P576IFICAT/0N9. 2 ALL P/PEL/NE5 AR SZ185MUMIRES ar ANY IYINO, TELEPHONE OR MWER R0ZE5, WATER METER5, VAI VES, f/RE HYDRANT,5, ETC. SHOWN ON THESE PLAN5 WIM1141 THE RIGHT -OF WAY LIMITS OR /N ALCIACEiVTAREAS WHERE IMPROVEMENT 9VRK /5 TO BE DOME SHALL BE REMOVED, RELOCATED OR PROTECTED INPLACE 46 REQ411RED AT NO C05T TO THE CITY OF AWNGHO CUCA1W0N6A. 3 ANY CONTRACTOR PERFORWING WORlf ON 711/5 PfO✓ECT 5HALL MWILIARIZE 111319,FLF W/TH THE 5/7E , AND SHALL BE 501 ELY RE5RON5I8LE FOR ANYL}9MA6E TO EXISTING FACILITIES RE61JLTIN6 DIRECTLY OR -- /NOIR567-L Y FROM f//S OPERATION5, WHETHER OR NOT SUCH FAG/LIT/E5 ARE 5110WN ONTHES'ERUNS 4 A PERM/7' SHALL 9,5 OBTA/NEO FROM THE CITY OFRANCHO CUCAM0N6A ENG/NEER/NG DEP4RW51V7' PRIOR TO C0A15Xf,11CT1O,(/. r E, 4 Y ro H4m v .4vENtzE B COVY57'lfXT/ON 5rXN1NG `PILL BE PROP/DED BY THE CITY OF RANCHO aC,4 aVG,4 AT THE CITIES EXPE'N5E. /,/;r46jfflSE6 rION BA45j' G //VE 49 7411P/ eIT 5TAKE5 WILL BE PROVIDED A5 REQUESTED BY THE COATi4/9CMW AT NO ,00KE THAN 50 -FOOT //VTERV,4L 5 T TO THE APPROVAL OF THE ENG/NEE/ CONSTRUCT/ON STAKES AND POINTvS U/VNECE55'AR1LY REWOVl�,r��5��rioiv BASE LINE d IVY L��IIE REMOVED OR DESTROYED BY THE CONTRACTOR W/LL BE RESET AT THE CONTRACTORS ExPENSE, C ALL SEWER, WWER, ELECTRIC, GAS, PHONE O/P 0711ER UT/CITY LATERALS, /LIAIM6 ON C/P055/NG5.5HALL . 6E CONSTRUCTED PRIOR TO PA!/INO 7. COMPACTION 7,E5T5 OFALL FILL COMPACTED OR16/1VAL 6R041N9AND 5118GRADE5 SHALL BE PROVIDED BY THE CITY AT THE CITIES' EJIPENSE. 21N5UCCE55FU2 COMPACT/ON 7-E57-5 5HALL BE PAID R7R BY THE CONTRACTOR. CONTRACMR .SHALL NOT PLACE 945E104TER/AL5 AND/OR SURF11CING WITHOUT PRIOR MOTIF/CAT/ON OF SUCCE5SFULL COMPACTION TEST BY THE CITY. Q AT THE CO/YIPL ET/ON OF fAVI/VG, A /NATER/AL5 REPORT .SHALL BE ,6,11 y/177,0 TO Tf/E CITY EN6/NEER GIBING ALL 7E5T5 OR DE7ERW11V,47/0N9 CO/tIPL E 752 TO l/EPIFY BTABIL/TY, 0/1- CM7,5NT AND 6/M471ON Of 45PHA17 P141/IN6. 9 P/4IOR TO,1,15rALLfIT/ON OFANYPAt/ING, A4,147,FRIAZ6 /DEPORT SHALL BE 5Z19/Ll/77,f-;9 TO THE CITY ENUINEER 1,I97 -11V6 ALL 7E5T5 OiPDETERIWINATIONS COMPLETED TO 1/ER7FY: R -VALUE, S/EVEANALY.516 Q AND 54ND EQUIVALENT OFA6GREGATE BABE. W 10 PAVING SHALL BE PERFORM.= D /N ACCORDANCE Gtl/TH R -!/AGUE ANO PAt/ENIENT 7,E5T5 UAIEN TO DETER/ IM25 Or/F. CTURAL SECT/O/V (PrP/OR TO F/N•9L PLAN APPRO!/r9L ), �1 //. 911-1EN /MPROV,61WENTb ARE TO BE PLACED 0AWMVE BOIL WH/Cf! CO3A1S/5T5 OFA ROCffY/LlATEiPIAL, TyE w J w SUB -GRADE SHALL 9,E PREPARED BY RENIOVIN6 ALL ROCKS WHICH PROTRUDE AMI5 THE 5U9 -GRADE AND ALL V0109 OR 0,FPRE55I0N5 SHALL BE FILL EO WITH A FINE GiPAOE M,47E�P/AL OFA QUALITY h Q j J 8E7TER THA/V Tf/E NAT/!/E M�4TER/ffL. M. IF THE A✓5PIIAL T CONCRETE /5 TO BE PLACED ON SUB- 6R4DE, A 60116 STERILANT RE6/57ERED SY THE E. P.A. FOR 115E UNDER AG. ANO P. C.C..SHALL BE UNIFOR�YILY APPLIED AT THE M,4NUFACTURFM5 REC01WWZ771KW RATE FOR THE FULL PAl/EMENT K//DTH PRIOR TO PAVING, _ _ �+ SEE SHT. Z �___ SEE SHT. 3 _ _ f 5EE 5Hr 4 I SEE SHr 5 /3 E571MA75 OF UW777-1E5 15 PROVIDED BY THE ENGINEER ONLY FOR THE C.CWVEN/ENCE OF THE C/TY. THE CgNTRACTOR SHALL //?A/TE 11/5 OWN DETERMINATION OF CGYVS'T/PUCT/ON Q6:KN7-17-1E5 BEFORE — — — — — — — — — — — — - — — — — — — — 5i%B�l'1%TT/NG A B/D. ANY 1TEM OF IVOR/t REQU/RED BY THESE PLAN5 GYH/GH /5 NOT 5PECIF/C,ALL Y LISTED IN THE ESTIMATE OF QUANT/T/EB 511//1-1- BE GONBI0EREO 45 INCLUDED IN THE"OTHER 1;r_,W5 OlrMOWK� /4. STREET bI6N5 PER CITY Of RANCHO CUCAMONGA 5791VDARD NUMBERS 401 ANO 402 511W t BE CON- t -m '3 5TRVC7_ED AT 94611 INTERSECTION /5. EiPiPOrPS AX/D�2P OM/SS/O.US O15C01/E.PED /,(/ Tf/E PLAf/5 DU.P/,GEr ea.V5reZ1e"7-W& 5.q4L1- BE P/POMOTL Y F,FRa, /E.P CO.US lr Z/61 C/..(IEE/P C-O.P CO.US/DE;PAT/O,(/, CO.P.PEC T/O.1/ AX/O O/.PEC T/O,U P,p/O.P TO 90 Q /6 WOR/f SITE AND EXTERIOR 57'REET9 SHALL BE INA NEAT, CLE4N,11,4Z.41?0 FREE B ORDERLY STATE 711190M* OUT CONSTRUCTION. 51TE SHAG I BE GLEANED (/PoN REQUE5T OF THE INSPECTOR• J" 3 PROP. I7.!ENCE ARE THE FOL L OW/NG 44 44 CON7AC7- ALL UT/L17-Y COM0,41VIE5 AS REQU/RED, 49 HOURS PRIOR TO EXCAVATION. PROVIDED FOR COMM- PROPW. E A. BAN GA8141EL VAL L E Y MUNICIPAL WATER D/STRICT MR. BOB STALL /NGS (2/3J 969 -2718 SGAI �'� l'= ,300r may" 12, 3�' 31 ' 12' AOR BA5E L INE ROAD CONSTRUCTION 2: / MAX. 2: I MAY. — .5� l 2 /0' /0' I /0' /0' /0' 2 (0 n 5� 8. GENERAL TELEPHONE (BOO) 422 FOR UNDERGROUND 5E1YVICE /7/4) _q63-1,611 \ I EX /5T. I ROCK W.414 I I G ,f0UTHbT V CAC /FORMA 645 COMPANY (61W) 422-4/32 /55 SOUTH "G' S;reEET (714) 864-•514/1 G5/DEW1 'T I SAA./ BE eA1A f01A10, CA. 924/7 N yLOPES lit! EXCESS OP .S 5 'S6 OCCUR 4P ,9TA. &^&o TO � x.914///jCIN/T Y OF CATCH & 49.,Al) SOUTH �R �a 3/I I ��/' L EYEL L /NE D. CUCAMONGA COUNTY WATER DISTRICT (714) 987- 2591 MO 7' (� , I' 964/ 5,4N BERNAJPDINO ROAD .f i 3 R=6110 GUCAMON(;W C4. 91730 Gd GO' :i �' .-�'' ^h CS 01 E METROPOL/TAN WATER D/STRICT (7/4) 593- 7474 .3G • P.O. BOX 54/53 //. 3 P /9.5 /00 1-05 ANGELE6, GA 900547085' /9.5') (16.51) (le, To 12. G') (/.3.4' ro /41) (e' TpB.S /. �' v �% ! y EzrST/NG PAS E— F./Tf/E•PX/ CAL/FO/P�l//q EO/SD.f/COMPA,C/Y ZB85 FGiOT///LL BLVD. To ro " x, _ l• 4i0 f0 6 SAU BE.P.C/q.PD/,!/O, !A 9?41I l9/4J 9B6 -5BG/ Z/, £) p.OEI - � � 1 4' S1 DEW,4LK i � _.�•- � I �I G. D.CA G/IBLE yAR/E5 Y,'4,pj�rS PER 304 310 •'•----- I 5 A.PC///BALD AVE SU/T t0 / 5 x O�XrO ZEVEL LINE ( PROP05ED R6MIAU1 6 �o �TYP/CAL 1 SECTION J lr , /Es /off //max v I PER bra 20/ .PA,(/rM9 elal,4,4VM/ A !A. 9/730 17 • -y .4 ••'• • 9/5 302 /4J 987-2225 ` r7` r . ` T� 3 04 y'G O�Xro�`�S I 1 / WALL PER 5TQ 6IZ 0� ; i INDEX Of' 01?,4W1NG �'—' � IES s� 1.I'� �x �01X TO ,.� o��T�� r��x `,�� ; ` < � � �o EX /ST. S/QENG4LiC VAS 70 5' t 5•� O�zr �x E's EX/8T. B/DEI�t�.4L,t' PRDP05ED /(o CU�?B �' TURNER �4 VE�II UE I p 76 0 ' x �_ _� To os ENDS dv 97,4 /O t 70 / GUTTER PER 570.303 (MOD.) h 9M to fO SM. .9 f 65 SH7.. No. /(i ` s� s Q35oC�ZZ A.B� {/AR/,491-6 011 RLAY O.POi M/�t/ FUTURE CONST. !. TITL �' SNL•�•T NOTE'S, 0�7A/L 5 TYpIC�1L 5EGT101V5 HEADE�P CUT O.OB'P oUrrER 3' EX/JT. C'�S•? 9LOPE91/ eYA1 SHOWN .�; ; AFAo" CUr 0..08' 6P GUr7ER ZIP rte /� �, , /8./ It L/P TO 0.O e 4lMIT3 ShV QO cW L!M/TS SNOWiV Oi(/ RZ,4AA✓ 6W PLANS EX/ST CO&C. CURB-,PETAIMlAtr' WALL e Z 846E LINE 9-/-00 rO 15-.A00 BASE LIME DA 11.63 � NOTE �/EGAT/VE C•PO5S SLOPES /ND16.47E 6Lc'M0N 9LOP/NG 724 MITI �✓ � 57A 36,150 TO -99 f B8 f { MIrY OF /NTER5Eelrl0w) 3. BA ' SF LIN /5 f 00 TO 24 f50 Exllr cURB 41 GUTTE,P� 'STi4 5 *-P5 PO 3TA IMAM A roe ro ZXI57' CURB t GarTE.P a sLOPEs /N EXCESS OF -.5- crCl/.P dV STA. .9B A_Q0 TO 39,1125 �VIC/N/T Y OF CATCH a481N) 97'A /0 t92 ENDS evF BTA. /O f 70. 4. A6149,5 LINE 24 45 O Ta 34 'too V.4R1.4DLE 4WASCZAY O /O' M/N. I VARIABLE 49WA4AY 615' M/N A WR/ES 23' TO 44 ' �j~— iWA11E5 e5' TO 6B' E 6O' GQ' 5 BASF LINE 34 f OO TO 7O f 00 NOTE NEG.4T/VE CROS'J SLOPES /NO/GATE SECT/ON SLOP/tiYr T?7 .SOUTiy 9TA. /1 f �t TD /S tA5 /PPROP. �4' G. TURNER AVE .5400 TO 10401 Ibti14TH '� O 91- AoES /N EXCESS OF 5.5 % OCCUR � 3TA. /2t 9�(e TO /3 t/O /r/C/N/TY A� CATCH ,�43/N) I /Q 4' 119-61 E' //, 3' /'.901 7. RETA/N/NG WALL PROFIL E5 a. TRAFFIC 5/6NAL PLAN 9. TRAFFIC S/GNAL DETA/L5 7' (B'ro8.5') (G•9'TO ?Jr) (/G. to') /Z' I . _!tpWA-IES/0-/ CROSS SECT/ONS NAQti5�casx7oz. oro,,sr-or% O_ PER $77 J// IAA as� f.2wr OFAGLz pow TO G PAl/EMEiVT ✓AR 9 �/ Yq.P/ES I \010 EX/5T. S/DEW.4LK vl ' 1 �j ,�' EX/ — �� �y�`,��i I LEVEL L/A/E lE5 it / 5 x ioy I 2 9' ✓� 05 44 70 OB9; TOP. ��J// �-c�'� EX157 S/L�WW or- a/F ' . VA y, Iv To z {---- " ffEADER CUT a 08 GL/rrE,p I 3 7 s3 80 �\ I l.19 0.83x TO 3 �XTOp 0 _�� -4 F /i s HEADER CUT O 08' * - t.�� P�`E� ,ei '' 'sem —�� ::.: �.::. �,�/.a x) ( � ,•d•I �'��'-///,7/,S� R►gg 8S% EXIS%�Nt 2 TS s, ���� G�W9T ZIP rOO.O �L✓M/TS SHOI�V.V /.ZZ /- Sqt'>- E r / VA .� ay e� o� ,- ? �; , To o GUTTE.P U.O TO 00 EX/9T 9/GEWALK 10.0 !• S.ZaQ Q,7x —� O�(! PLANS ` S� UAfI7 5 5H0WA1 Av PLAN O� TO �� Z %y _ sy To�"5 / EX/5T GR059 9LOPEJ 04i -Y Ad 4AVW41 3 0i / ss� /,/ M49eW,4t � srv..1 \ 1 GUTTER Cxic/'•'T. .PET.4/N/.tom H/gLG 'v J / EX/,ST CM -1-4 VA.P S Y ,O1 9.'10i4N • ! � - ' ' PER S7iJ. B/2 /✓/T.y 'STA. 53 -)I-e4 TO STA..39-AS8 EX/9T. CONCcCURS-R&TA/N1.VK• jw/_Z q EX/5T. CURB4'GUTTEiP 4'.'/1Gf/ CNAiv G/.VK IG4�P/ABLE OYE.PL.4Y E,Y/-,r CURB erUTYER V BA ✓ L �/VE' ENDS N STA. /Ot 70. / FEA/CE O.v TOp F,eaM �'� " 97.4. /2t20YTU /2,470t O./O'7?7030' 4.•3' 0.3' Q3'TOGt2' O.Z'TOO/' ( /2 GFJ Sri /01c92 TO STA. /Z1405 /t' /j' 19' 0.50' A• C. OYER >tw Ao77E NEGA7 4E' CR059 MOR4E5 INDICATE SECTIOit/ SLOPMOM TD SOZ/r// YAR/ABLE OVERLs�Y O./O �1/N Q13 CL.II A•B. 6P STA. 13t.5Z5. /P TO 14-A Z0•3t 1'Y/C/N/TY OW INTERSECT/0N)Atlf7W .SLOPES //V 6X6659 A� Ei' 8516' OCCU.P 97,4,1 /4t SO 7O 14'!X.6 /Y/C/NlTY OF C•4TCrSI d45/NJ EXlgr 2: f jN%%%( PROP.y 1I UTH k d0' d0' CITY 24' ,510' 3i/o' Za' c? . 10 ro /2'/ 7 o ro/�) I� 1 I yAR/E 4 LEYFL L/,UE 5 �% %'QIP/E9 *' SIDEWALK PER /, < ..j yAR /MX•-0-/bx �2.0�% 1AaGTopO /%0 570. 304 Q3// EX/S ZYTO�� - :. ; • , r� r• , IES �, �.-0• Z �.� 0 ' �C' �iaE�tl ,3./711:== To,7/ate X �,P�Es � i ' ► . E.Y/S774V " �77' 3� / Ex/6771-lG CSS 6&#cS6 :. /•. ra,PY .45' sf/ow,U PROP BETA KING A1'ALL 461111677410 CUe9 E` . • ` , �y'' PER STD. SIZ, eA51 ZIME / e;w 1419A#!F W 644 27.486; 40 AOFOP. B" CURB B GUTTER - STD. 303 !�/J,P/•4BLE OvEh�C4Y O. IO'Mru. O. Sd;rl. C 01�.E' D. 35 CG.1IlJ.B. 24' 24' 1 (3'' LEVEL E V.4 4p/rS YAP/E3 Tex /0.V702.0X Xpq /VG '`�.4VEM f40 -1 7Y/9T 8/GIiM.446K j G%T03." �` ' I]VA404rAl EX"/9T S/OE�•t'.4Lk CUT Q 0&' dV 6&rrr�eZ40 _/,4,f/7-5 51,VMIN ON .50'AC MEA" 42-45' CL.lr AS l0 ` �YAA15 H EX/9T. CURB 4l3C/TTER 51-4-40,456 TO S7,4..Vs89 EX157'. Cl/RS 4 GUTTER EX/ST. CROSS SLOPES c t' 0.30' A.C' OYER 095' CL. 17 4.4 VARY A9 SHON/N ASG LIVE 67A. ?_Gf7E6 TG STA. Z7tB7 STA- 20 t 40 TO 574. 95 ARQ REMOVE "/5 7* PA;IE.MENT .PEPLACE I Cfi/A/�t/ l/�(/.0 F�(/CE 011TH O 50,4•6. eWR 0.35' CL. .II 4.8.Jt2P/ABLE O✓EP. LAY Q35' /','/N. T!'t�EEN STq. 2t7 2/1- • ,39 ' - Zs �` 97,4 2/t 6Q t DESCRIPTION OF REVISION DATE APPROVED CITY OF RANCHO. CUCAMONGA NOTES, DETAILS 81 TYPICAL SECTIONS TITLE SHEET ZBZ.O/ BASE LINE APPROVED BY DATE--�-�•� ^$s CITY ENGINEE R.C.E. No. 23889 DESIGN 5• F -. E5 L A WAINSCOTT b ASSOC. 22400 BARTON ROAD RECOMMENDED Il . )l . G SUITE 200 GRAND TERRACE. CA. 42'324 TELEPHONE (714) 424-1773 DRAWN B Q SHEET 1 OF 23 �%� ziG[ CHECKED DRAWING No. �f tC� ' R.C.E. No. 16 056 DATE 7`�-B.%� FILE No. V82.01 977 ZBZ.O/ r fSt X/5T. CrRADE 94 L T. N14 /09'cvcm t �v 1325 y $ `� ti PROP05ED GRADE Cv t nIlk ti a 41 Q -�04y �Z ",O Awl Y.C. j KOp Qum P/.- /7.90 � p N icy oa�l _ ti --4050" - + 2.76 ► q 5 v � t\ F IMT % EX/5T GRADE @ 34.5' RT. v �` O V TEAM. rA WAY N. 7 nw � 14 COrt/STRUCT/Ort/ &07TS C0 1OT �tE NOTE 011ER4.4 Y TO BE PRECEDED BY A f/EATER - .SCARIorlCAT/ON AND A fVEAOE.P -CUT. AF OVERLAY EX/9T. PAVEMENT W/TN O./SSM/N. C•4P 7111CKNESS. A OVERLAY eV5T. PAVEMENT W/TN O. /O' M/N. CAP TN/CKNE99. CONST. 0.50' A. C. RAVEME&T OVER 0.95' CL. II A. B. C SAW -CUT 0 REMOVE EX/,4T, PAVEMENT, REFACE )V/TN D 0.50' A. C. RAVST OVER 4.95' CZ.ZI A. B. o N tft BASE PI CAMBR/DGE 4VENUE a o v V CURVE ATA No. d L 95°26'43" .35.00' .3850 58.30' 2 B3° 23'50' 35.00' 3110' SQ 94' V.C. >W vF W n 14 EX/57 GRADE 40 /0. 0' RT. 10 !1 PROPOSED TOP OF CURB LSD 36' RT. ( 1Z hh PDR. /00 V.G., Pl.. = 1781 v R/ _ 17,66 m . �n �� mti �� •N v�. TAS(/ = - 0.72Y TAN 0 40.25q 3. 01% PROPOSED TOp OF CU�PB 6' 36 ' SPT l8" C. A- .1 13 °I LINE Q :N& 0- "1 ~ate Q 4 H� ja �� �����sk ks,4�-;� Z - -1 -� ��14, X �� .��� �- V �!, _ < tjZO� t' �V �Q �v�0hti0 = �h Ll► �, \9�Og�WNH M� tjy Hr Nh°ocob`h;Zin t�� a0`4�hZZ htz � N�Nah�����Q�b���M�M� P O� apt �' `hh N`� , ^�hM��p� ► �a�`l1 + � + , `� 4jhQn + N h V �c no h� 44 W o4'O��QO ��e� Ly x ` &�4� �aa��Qa q1h O/ CCN/S7r Q COI.AS; O3 REMOVE O4 REMOV! O REN10V O9AW-CL O7 REMOV O V V v�11 CONST W1 p� NZ M v apa o0 CO3V 5'TiPW 710vt/ i07Z5 CAMBR/DGE 4VENUE a o v V CURVE ATA No. d L 95°26'43" .35.00' .3850 58.30' 2 B3° 23'50' 35.00' 3110' SQ 94' V.C. >W vF W n 14 EX/57 GRADE 40 /0. 0' RT. 10 !1 PROPOSED TOP OF CURB LSD 36' RT. ( 1Z hh PDR. /00 V.G., Pl.. = 1781 v R/ _ 17,66 m . �n �� mti �� •N v�. TAS(/ = - 0.72Y TAN 0 40.25q 3. 01% PROPOSED TOp OF CU�PB 6' 36 ' SPT l8" C. A- .1 13 °I LINE Q :N& 0- "1 ~ate Q 4 H� ja �� �����sk ks,4�-;� Z - -1 -� ��14, X �� .��� �- V �!, _ < tjZO� t' �V �Q �v�0hti0 = �h Ll► �, \9�Og�WNH M� tjy Hr Nh°ocob`h;Zin t�� a0`4�hZZ htz � N�Nah�����Q�b���M�M� P O� apt �' `hh N`� , ^�hM��p� ► �a�`l1 + � + , `� 4jhQn + N h V �c no h� 44 W o4'O��QO ��e� Ly x ` &�4� �aa��Qa q1h O/ CCN/S7r Q COI.AS; O3 REMOVE O4 REMOV! O REN10V O9AW-CL BENCH MARK O7 REMOV V o O8 CONST O9 REL OCld N /320 RT. CO3V 5'TiPW 710vt/ i07Z5 BETA/N/NG WAL L PER 57-0. 6/2 TYPE Jr t�;E•E 9//T. 7) CURB 4' GUT TER PER STD. 303 ( /Z" C.f) ' ' /RR/GAT/GW BTAA/D R/PE. - EX/97/NG CONC. CURB. E' TREES AND/OR STUMPS. 17/REM0VE eXI,577 A. C. BERM. -a /2 D/W APPROACH PER STD. 305. 'TE S. G. V. M. W. D. MAG. ANODE BY S G. VW W,0. (Q/(0/CATES NOT FZWV0) S/DEWAL K 4' RAMP PER STD. B/O. - VAL VE OR MH CODER TO GRADE. CONST. PSE Igti /S REL OC.� P 00 /lo RELOC,4 ►TE It fA/L BOX /7 CONST. /B NEAOE CITY .SHOWN APPROVED CITY OF RANCHO CUCAMONGA /9 FEATHE BASE LINE FROM STA. 5+00 TO STA. 15 +00 _ � 32 RELOGi 24 RELOC, SUITE 200 O 41 CONST. . Q~ 1 } GRAND TERRACE. CA. 82324 SHEET 2 23 f5 D TELEPHONE (714) 824-1775 OF CHECKEDDRAWING 8W R.C.E. No. 16056 DATE -77 FILE No. 28201_ — BENCH MARK /984 RE5ET ' O -D 6,45E ZINE e TURNER AVE. U.5. G 5. BRA55 D/SC /N TOP OF CATCH 645IAt ,36 NORTH Of BA5E L//VE 4' db' EA5T OF TURNER Q VE, /320 L T. HOR/Z. /0. 40' /320 RT. CO3V 5'TiPW 710vt/ i07Z5 BETA/N/NG WAL L PER 57-0. 6/2 TYPE Jr t�;E•E 9//T. 7) CURB 4' GUT TER PER STD. 303 ( /Z" C.f) ' ' /RR/GAT/GW BTAA/D R/PE. - EX/97/NG CONC. CURB. E' TREES AND/OR STUMPS. 17/REM0VE eXI,577 A. C. BERM. E EX/577. .PACK WALL/ BOCK W, 4Z I /2 D/W APPROACH PER STD. 305. 'TE S. G. V. M. W. D. MAG. ANODE BY S G. VW W,0. (Q/(0/CATES NOT FZWV0) S/DEWAL K 4' RAMP PER STD. B/O. - VAL VE OR MH CODER TO GRADE. CURV/L /NEAR &ZIEWAL K PER STD. _104 /4' W/DE) TE EWER POL F, ANCHOR GU Y , 4AIC14OR POK E /B Y OT.yERS) TE STREET, TRAFF/C S/O'N. CURB d GUTTER PER STD. 30B -CUT VARIES F, JgV DOB' ep GUTTER L/P TO O.O' L/M/r$ ON PL ANS R OVERLAY TO O O' FOP SM007H TPANS/T/ON ►TE It fA/L BOX 4TE C". METER SERVICE ('P/P/NG 8 y GG WD) i/DEbt441-K PER 5T0. 3/I ( & ' W/DE ) DESCRIPTION OF REVISION CITY DATE APPROVED CITY OF RANCHO CUCAMONGA PLAN AND PROFILE BASE LINE BASE LINE FROM STA. 5+00 TO STA. 15 +00 .APPROVED 6Y 01 DATE 8 - CITY ENGINEER R.C.E. No. 23889 DESIGNRECOMMENDED L A WAINSCOTT b ASSOC. 22400 BARTON ROAD SUITE 200 DRAWN 1 } GRAND TERRACE. CA. 82324 SHEET 2 23 f5 D TELEPHONE (714) 824-1775 OF CHECKEDDRAWING No. R.C.E. No. 16056 DATE -77 FILE No. 28201_ 1977 219e.01 1920 EX15r 6RAOIC ,-eX197 70-P O� MRS ha 14 V-1 OF REVISION CITY DATE APPROVED 4 YY 'g5 Q go 22 24 , �z A Ex/sr 'f/w A116 WrZ-oe-1111.r' ' W.47F)P,11,(1S*A6Y4CW,0 )920 BENCH MARK qE.5E;r e 6,45E 461AIE � TURA ER AM6. U666 BR.46649456 IAI 7VP 01`CATCH 6461AI 3ro' NoRrI4 Or B,46e LINE 4' eo',F4sr or TURNER AVE. &ftl 1-419-118 icy ,vwe.. INK -'W tj ex rile N kj2 v ON 'IN AM ,00•.m- 2 o ;P"•p eFX A7*/ ee4M . r41441- -0 so, 161"Ilez r /oil W,41 -L PER STD. 0/-- SEE 5HffEr 7.) 5 e.-Af011E 7,,CeE-6 AN4010le rrezoto-5 16 EXIS7. A. C. 46elfWAf 7 ReAfOPF EX/5T. A'Mor W4ZZ. a WV -17' Mo' DIW AAWoe0,4CA1 40ee Sro jVff A IMMITI-XVAI REMOVE 4X/57'• A. C. 9'4VZ',4-f.F'A1r AOLA(lgr YAZ V.- OR ,V V COP., -,e 722 09P,4DE COAI-qr CURV141&e4A' SZ0eW,41-X R" SM. ,JAW /2r PWZ)e) e4-0C47C RM -5V Rx E, 4AACAP7ve GUY. 4AICIA5W 16 MEI-OC,47-6- -15rREZ7' ae TRAFFIC 616 -Al C4W-q7- C4" of OelrreAw AIF,? S -r.0 303 le' eA-) /8 "4FABL_-e- Car .4JV ,elE:5 Ae,01&f &Z776e 41,40 TO tO 0 dP ZlAfl7!5 09/4/ ON 0ZAA15 REMOVE 10159rrE A3 A1Fe*Z*55,4AvY ,eeNVIIE cFACF ,fn0004re 0v-!!!5 eezan47.x, oczee Aoyoe4A-,r toBy evcwD) C,I�/'Aorr BY C. W,0,1 **4 4" 40 41' -4 REZ OC,4 r,5 A &YAf W0. E. r. 5. A50X PRO EC70A' ZM C- wizi: -- w _ 6"6.— 6 - - NJ W D 32 R61-0C.4r.-- MAILXX 'G. 11w 4re 4ZZ- 411AIerlee259 AU-MAAO R t1J N . I I /) \\ - 6\\ - Q k N1 5 1'6 J'7/ 118 2 -7/ /6 �-6 G. h/ :y - 7;, — W A2 41" colverriler Anerwlmlxv wwz- /ceZ- 6;-,0 01Z, WlrV 0-,V GV 0,V41,V ZIAA& 0-e7ee 8"w '01 01,4ze_ SEE SHEET vr. 5;r -(1,r6,0 6rxv-,%5p 45- ee OF AAI -6r& A9 44 all c Or 0 it ( W11 41.0 7Z71WdiF7' 4K:616KI 49ROe"141A0 rAffY OrAEe�g) 14 .; I — eat— w � I . I — I , ✓ I - - 11-1=7 7 GT R-400'_ IT - R. K- R. c'm, k, v- M57A LL 3- PV C. CSCM. 40) P'IPc W17'hf ND CA PS F-LrrUI?E- -REET Ll &N7' will K 4 5—::; _o Z�Conac. -r 4- c _.,o :t� , Sam __-_ v-•: IR/W I -. I I ' 406 EXIST Aj EX/ST. Rlw orel IR K r ",K/ arr01 k- Do 19 6?IX6r Of C #DJ 24 IR qi I I ACI 11 Ir.." 1% 1 .... ... F�ARCEL NiC. 11: 0.5-1 3'. 1�3 1�7 C. I 077 0 fZ) 4 0 F-*.* SSUR r P..; % E N A !A NO" ---06: v I, 9� ..e 5t N. 'w4re'e"I"" .46 N 4 0N.6; rRzlc 7/0m //V; rA"4 5 COA 7 h0 M711C - OVERLAY 7-0 Re Pee,-EOEO A6 Y A dAve4C47j6;,e .4RIA'164TION' 141� BASE Ll'E % OVERLAY EXIS r PAVEMENT Wlrll 0 10'AflV CAP r4V1e-A-,Vr5S. ,Kq 1p -z 6t�j 4Z) K . "A I Z:Z k � k- CeWST 0.00 A C. 0, 4 XeAfeA rr OYER a t SS CL. I r A. 0. RS Z -i vs K 1�z t- F I >1 ks q-. k % Z m --3 R 4j V -Z Wr 4' MeAfMe I-XI67- A4VrMZ-A,-r, ?EPZ.4eF W17,V 0-'ro' A. C kill Liz v .44w- qr,) I A4 VElYCA17- 011ER 0.35' CZ. -a Aff- -:k 1 A• k, It) K V5V. 00 Z r,4:: 14-44. ZIN kT:,k :,v :,k 0, IAN �k� W, V I j 4111, OVERLAY EX/5T. A.411el-feA'7' W17W e.7 -45",WAI CAP 7W/C,,rA/j99. 771 ?t 'N'f tc� F�). Z� g�;v F, N A MR A �Ncvs���\�� RI -151) 19499.01 n DESCRIPTION OF REVISION CITY DATE APPROVED CITY OF RANCHO CUCAMONGA PLAN AND PROFILE BASE LINE BASE LINE FROM STA. 15+00 TO STA. 25 +00 APPROVED BY DATE S-17, CITY ENGINEER R.0 E. No. 23889 DESIGN L A WAINSCOTT & ASSOC. 22400 BARTON ROAD RECOMMENDED R R c, SUITE 200 QPA#D TERRACE. CA. 92'324 DRAWN SHEET 5 D TELEPHONE (714) 924-1775 3 of 2 3 CHECKED DRAWING No R.C.E. No. 16056 DATE 7 rf �5-1FILE No. 280-21 977 19499.01 n \ _ GTE. !I II �ik � I h lid $� V J Wh CENTER VENUE °I � /5 j ���MN�•--- G.T.l000 E. 'I II i I uwl I �� y I I I�l r .3t.' J Z KS 2 IVY LANA' 114V BASE W�vv���gOo����W * NOTE: TREE TO BE REMOVED AND N Q 3 e STRAIGHT SECTION OF CURB GUTTER TO BE CONSTPUCTED Z � n � ^ k Z, fNSTEAD OF TRANSITION. �IvNN�v�t�vt`vNNN 8 0 h _ G.T.E. EX/ST. I j R/w Wk LINE CURVE DATA NO d R T L ! 89°47'40" 04.00' 23.9/' 37.&/' Z 89'47'40" 3500' 34.88' 5485' � }��.��-�v�T�a►� �voTEs c�o�v� r I'�Sty 1w alERGAY EXIST 0AVrlwv7- w/TN O. /O' vlm CAP 7?/!Gt'NE'ss * N MMST. 0 50' A. C. A4VEMENT OYER 0. f5' CL . II.4. B. C !VWi '/T $ REMOVE EX/ST. ,OAVIXSMT, !V/TN O d0'A.G. O PAVEMFiVT OVER O .35 ' CL . 2r A. B. j SF t7YF�PLAY EX/ST. PAVEME."'T N!�TH 0.30'M.'/V. CAP TNICiC�I/£SS_ E 1� 6V£, SLAY EX/ST. oAvev,,rAm /ITt/ TiIP£R r,r7J,&N OF O ?O,ml 7v O /O'.4!>AV. F CUP6 L/P SEE TYP. SCC. STA. 33f•B4 TO STA. 39tBB) a OI M"Y EXIST. PAVEMENT AV171/ O 35' N/,V C4P 771)CR'A/E99. G DESCRIPTION OF REVISION CITY DATE APPROVED CITY OF RANCHO CUCAMONGA PLAN AND PROFILE BASE LINE BASE LINE FROM STA. 25+00 TO STA. 34+00 'APPROVED BY DATE A/2'BS CITY ENGINEER XR.C.E. No. 23889 DESIGNRECOMMENDED L A uAINSCOTT 6 ASSOC. 6 F�. B,s, 22400 BARTON ROAD R, c. SUITE 200 DRAWN OtANO TERRACE. CA. 9=4 SHEET 5.R TELEPHONE (714) a4-ITT3 4 OF 2 ` CHECKED DRAWING No. R.C.E. No. 16056 Y77 DATE 7-.� ' Bj� FILE No. Z6? -0I h µ-� z —ry7n— _ SII I..:... III k�� * ��l lee) ti r3 EX/5T ;RIW \ J � h C4 W BASE. . 2 J 0 1eW- 6"G.— —d"5— �:--,41'W -�T-a . — � dw 40 �iylo'c' � 1�1 y� �L.Ctb• �II o ►! ,N � . EXIST S.W. L DETAIL '*A N. T. 6.. 11 REINSTALL 4N6N I SMI AR/ �S C.L. FENCE QCXPACT10, /i. T i�' AACK ACW1� EXP}!N5/ON `� G U. /5.60 T. W (E.) G Cti� JOINT MAT. Y= r c� IB'M/N. a EXPAN5/ON�A�IT •.:. a ... ..�..�. EMBEDNEN /' MATERIAL / . • ; +ger EXIST. L f•C/ST. / a 24 oc GROUNDe OR BERM Top C//ANN e*/5T. %RAVND EX/5T. C.eG. •4Gi t4' DoWEL to -0 EX!ST #.W- EX/gr EX/ST. H.W. DRY PACK WITH CROUT. pw I 3 9° ECTION ~D -D wTS. I SECTION N-ri 9AWCUT 4 RE1V0X4- 7757 R.4tlEMFNT, PEP1-AICE WITH 0.50' A.0 QAV FVCA1r D OMER O. 35' CL . Zr A. B. OVERLAY EX/ST. A4VEMEN7' /r17," a 001M/N. e4P 7WICrAope '8. . E r `E" #,4VEN A eIV119 LIFE 1 �. n WA I &M Sa 13 K. . 5, v Q � t co'� � � � w� ��'��• �Gh• � I l'i`b �'� 1 �� '. ' . \ � ��1• E'EN � E. � .. h 544- C-3000 � CONCRETE `�. 4•`v II F� vNP 11'� nmovec EX15T. CONC DR,4/N.-CONST l �` �p1" 6 , '� O V v1 k1 O UNDER= 5/DEWALA' MOW PER 5TD 507 ti P b (MGO/f/ED) FLOW AWAY FROM SrReEl, CONC. DRAIN " �: ` w RECONST. CVNC DR<%N PER DETA/L "C"CV LEFT S� p1 1� RELtXA're DETAIL "C" N.T.S. �1 ( ) IND/CATES EX/5T DE%A/L "6" wr6-� /¢:5�0 r. w. w #F OYERL AY EXIST. A4 t/E/r1ENT /i+lT,y TAPER ArCrAW a O. A ', IN F 9 TO O /O' 1W1,0V do CeIRB L/P ISEE TYP SEC. STA. 33 •,0- 04 TO STA. d9td8) & NOTE : OVERLAY TO BE PRECEDED BY A HEATER- SCAR/FIC MON , I DESCRIPTION OF REVISION CITY GATE APPROVED CITY OF RANCHO CUCAMONGA PLAN AND PROFILE BASE LINE BASE LINE FROM STA. 34+00 TO STA. 40+00 u I. 18, 1 fall; CITY ENGINEER R.C.E. No. 23889 ��1 DESIGN L A WAINSCOTT A ASSOC. RECOMMENDED n.00 smroM Novo R. J?, C . b j D DRAWN SUITE 200 NIIpID rMACE, CA, nM; WXR11VE 4YE'NUE D TELEPHONE (714) $24-1775 5 23 EXl5f ��� f.L• �vZj - --R.C.E. No. 16066 DRAWING No. 777 a E'I _ FILE No. 8201 �Hm JOIN Rm� 1M.01 ��l lee) ti r3 EX/5T ;RIW \ J � h C4 W BASE. . 2 J 0 1eW- 6"G.— —d"5— �:--,41'W -�T-a . — � dw 40 �iylo'c' � 1�1 y� �L.Ctb• �II o ►! ,N � . EXIST S.W. L DETAIL '*A N. T. 6.. 11 REINSTALL 4N6N I SMI AR/ �S C.L. FENCE QCXPACT10, /i. T i�' AACK ACW1� EXP}!N5/ON `� G U. /5.60 T. W (E.) G Cti� JOINT MAT. Y= r c� IB'M/N. a EXPAN5/ON�A�IT •.:. a ... ..�..�. EMBEDNEN /' MATERIAL / . • ; +ger EXIST. L f•C/ST. / a 24 oc GROUNDe OR BERM Top C//ANN e*/5T. %RAVND EX/5T. C.eG. •4Gi t4' DoWEL to -0 EX!ST #.W- EX/gr EX/ST. H.W. DRY PACK WITH CROUT. pw I 3 9° ECTION ~D -D wTS. I SECTION N-ri 9AWCUT 4 RE1V0X4- 7757 R.4tlEMFNT, PEP1-AICE WITH 0.50' A.0 QAV FVCA1r D OMER O. 35' CL . Zr A. B. OVERLAY EX/ST. A4VEMEN7' /r17," a 001M/N. e4P 7WICrAope '8. . E r `E" #,4VEN A eIV119 LIFE 1 �. n WA I &M Sa 13 K. . 5, v Q � t co'� � � � w� ��'��• �Gh• � I l'i`b �'� 1 �� '. ' . \ � ��1• E'EN � E. � .. h 544- C-3000 � CONCRETE `�. 4•`v II F� vNP 11'� nmovec EX15T. CONC DR,4/N.-CONST l �` �p1" 6 , '� O V v1 k1 O UNDER= 5/DEWALA' MOW PER 5TD 507 ti P b (MGO/f/ED) FLOW AWAY FROM SrReEl, CONC. DRAIN " �: ` w RECONST. CVNC DR<%N PER DETA/L "C"CV LEFT S� p1 1� RELtXA're DETAIL "C" N.T.S. �1 ( ) IND/CATES EX/5T DE%A/L "6" wr6-� /¢:5�0 r. w. w #F OYERL AY EXIST. A4 t/E/r1ENT /i+lT,y TAPER ArCrAW a O. A ', IN F 9 TO O /O' 1W1,0V do CeIRB L/P ISEE TYP SEC. STA. 33 •,0- 04 TO STA. d9td8) & NOTE : OVERLAY TO BE PRECEDED BY A HEATER- SCAR/FIC MON , I DESCRIPTION OF REVISION CITY GATE APPROVED CITY OF RANCHO CUCAMONGA PLAN AND PROFILE BASE LINE BASE LINE FROM STA. 34+00 TO STA. 40+00 u APPROVED BY DATE 'l - s CAP fC1 ti CITY ENGINEER R.C.E. No. 23889 ��1 DESIGN L A WAINSCOTT A ASSOC. RECOMMENDED n.00 smroM Novo R. J?, C . b j D DRAWN SUITE 200 NIIpID rMACE, CA, nM; SHEET V 5160 ALR7ZE D TELEPHONE (714) $24-1775 5 23 EXl5f ��� f.L• CHECKED - --R.C.E. No. 16066 DRAWING No. 777 a E'I _ FILE No. 8201 JOIN DATE 1M.01 BASE LINE /3400 T o�c,G CCCGCCO(--CcCccCGCGCCccccaccccccc3c��ccGc�GC�c�C('� C77 h r4) �� 0 / U 1� k2 74s� ' (1 Jt \ v Ot ?� MIA TO TOP 0,� P - 0 R I 9f 22.40 Ec.R More. I C'GYVT,QAICTOQ �,/,QLG CMCIVI"..4TE .PEGOCAT/OrV OF (a95 ,4Vj9 W,47 -e,2 sEPY/CE TO EX/GT/.t.G .'/OUSE /•ViTi/ APPROP.�/.4TE .43E'c/C/ GLWreAC'TLIe 9,WeZ-Ocecr-4reo y 1466AIV / .PELUC.9TF ACL / AFFECT�O SEXY/CEY3 �voT OT,rrEew�' 215 R D 5391jj a7 ELOPE J W rml _ x CON r , X X >` lgzork lell /C t� TO Bx- �E2 . /.(/STAGE ZOW tot 20 0-100, \ j P19.PK/tif"' . COMFl4CT \ I �� o/✓T. o( rIv,E X10 9y FO.e OTf•/I TO P�9ME. ® CoNST. 510 LK PER SrO. 31/ 'W/06) U \ G•QVgT C'U,PB TCET f� STD. E'Xc • 3 8 /cx to DR/ ✓Ew.�C. O.V CDir/PACTEO f-% i� co sr. cU,eB� av7r6k' sra .303 AO"4 (i�"c.F) e�E �� ��o�� A117111�¢-x4- n /it/9TACL /2' GO•vt� •U T/,//CKNE55 I u r J 1\I c, J sW7YE TO r� I It t �'h tJ (/� CoAvsr. BETA/N/Nd WALL PER ST,O. 8/2 TYPE I \ (� O CONST. CUR5e1 GV7.7CR Fee 570 3'�3 (/Z"C.f) /0 IR 5Q REMOVE TREES ANO/OR STUMPS U © 54WC0T/,pEMOYE EX/5T. A. C. BERM _ 4� �h ,. U 7 REMVE T OEXI5. ROCK WALL1 ,BLOCK WALL � f�, Q0 �i0�U 1CON5T. /(o' D/W APPiPOACN PER STD.305Q+ _ O ✓SAN/GUT /JOIN . EXI677M l %C' O CONST 5/0EWAL K 4" RAMP PER 5700 .3/0. 0 ADJUST 1/AL ✓E OR M. N. COYER TO GRADE 0 O5 RELOCATE POWER ROLE, ANCHOR GUY, ANCHOR POLE �BY OTHERS) Q G RELOCATE STREET OR TRAFF/C $/GN COrVST. CURB 4` GUT7-,Z4 PEQ 570- 30,3 FEATHER O vERL AY TO O.O ' FOR :SMOOTH TRANS! 7,lolv N Q 3 �?EM0149 CONCRETE STORM DR,41N r18"R.0"P.) RELOCATE A5 5NOWN ON PLANS. Ot ?- m /NSrA(-L REFL EC)OR MARKER rrrPE L ) PER STD. 403 ?, 400. _` �- 1 tl 1 +11 SEE CITY Of RAMCNO CYCAMONGA STREET IMP PL ANS 80-15 FOR STORM DiPAIN H// i OVER'C AY EX/ST. PAvrM,!�'NT WMAI 0.20' M//V. CA,0 7- N/CKNE55 at NOTE : OVERLAY TO BE PRECEDED BY A N. EATER- SCAR/F/CAT/41v I ' I-00 V CURVE DATA e. No. u R TL / 950 45'-33 3500' 38.7/' 56.50' 0,00,50" 35.00' 30. 97' W. 7/' l2° 7' /2" k42 700.00' 74.3/' 1 148.07' (o° 0 3.3" 732.00' 36 53 7098' V TURNER AVENUE e. � � o � jj Z o %, 11�. PLAN AND PROFILE TURNER AVENUE TURNER AVE. FROM STA. 5+00 TO STA. 10+01.02 V ��. e. Vwi c wrrrivvcu jj CITY OF RANCHO CUCAMONGA PLAN AND PROFILE TURNER AVENUE TURNER AVE. FROM STA. 5+00 TO STA. 10+01.02 0 m� APPROVED BY DATE ti CITY ENGINEER R.C.E. No. 23889 DESIGN ej [)/EF L A WAINSCOTT & ASSOC. 22400 BARTON ROAD RECOMMENDED �• �, G . SUITE 200 GRAND TERRACE. CA- 92324 DRAWN SHEET f 23 5 D TELEPHONE (714) 924-1775 DF CHECKED DRAWING No, • • R.C.E. Mw 160Srs DATE___,? �3 FILE No. 242.01 977 282.0/ I RASE LINE TURNER AVENUE APPROVED BY CITY ENGINEER R.C.E. No. ' 23889 ';- - REC0MMENDED R• c. I I SHEET i[ 7 OFI 23 rl I Immmm"", P-9 I i i I H I I I J+I I 6 I _ 1J mmmmillm 1�l�ii�i��N�!�A9,��l�IANI� i10o1�10111l9�� �0�iiisii'�iii� mommIf�i�liY�� .. �.inm11A11�1 �RIII�111"���IIII I � hil i Hill i i H -1 J n1 V 1 { + ti 50. 7/ C RB T. U SPE � M N � �o TURNER I QVEA/UE BASE C/NE 9�Oo /5f00 EASTERLY A14CL 164.00 DESCRIPTION OF REVISION CITY DATE IAPPROV- CITY OF RANCHO CUCAMONGA RETAINING WALL PROFILE • RASE LINE TURNER AVENUE APPROVED BY CITY ENGINEER R.C.E. No. ' 23889 DESIGN QQ �••Q r� C.p•�J� _ A WAINSCOTT & ASSOC, I 22400 BARTON ROAD SUITE 20C V GRAND TERRACE. CA, 92324 TELEPHONE (714) 824-1775 .. �- - R.C.E. No. 18056 DATEK } FILE No. 182.01 REC0MMENDED R• c. DRAWN SHEET i[ 7 OFI 23 CHECKED DRAWING Nip• ?Be 101 -YHSI-- 700 00M x/V/7 35V9 CA �a 6 4 y N 2S fii ZR (l5, JG 2G�,�' �- (ts6lJ PS:`03 / l ) ( ) TC . J �L3.G2>� _� �Z��/7JrG 2'.3,03 /�' 13.9/� T G. �2Z'.•f�e /� __J f �L•�l3 F� 't2.Bt .�S 22 34 TG % 25.9 TP, �14:7J% L,/P7',P 35 T.G. , / , �- 24 7(o T. P. 24. /BTP. 2 3. 70 . ( > 23. /4 TO LZ'.5V�41, t 2. S7Tp (ZZ.OS)G/,�_ �Z/•SO) L/� ,d --- (2/.O ZjG/� - -- � O, � N �Q�•G7 G/� _ 22• G T. 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