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HomeMy WebLinkAbout5.1-11177FIA Ia51NG NOTES: 1. FZ\OQ-M CDNSTRUCTKDN OF PHASEp ,DEVEI-DPE(Z SLNALL_ PROVIC:E PLANS FOR WATER DISTZ[BUTIDIV 5Y5T1 , DZY SCl3ER SYSTE(A L EASEMEMS FOE 5AMEE' IF NECCSSfFEY. 2, PZIOILM CDNSTR UCTIDN OF PHASE RS DEVELOPER SHALL PROVIDE TEMMAPRY TViDIAWVND OD5-MENT. 3. PRtOZ TO CONSTZUCT(DN OF PHASE "E5 E'G' DEUELOPE2 OHALL PZOVIDE CONSENT TO COMMDAJ USE AGEEEAIEAdT'O. A. IP CONSTZUCTION ➢ONE OUT OF PHASE b L`G:NC67 ADOIT IOAIAL REOUIECINENTS WILL B UEFDi . S. ANY PORTION OG PHAS6•'R• IMPROVCMETITS OISTUZESE FSY 50Q, E UE PHRSF 1/OPRDVC-MEAIT6 SMALL BG7 BY ENCRDACHMEAIT PCRIYITT, GENERAL NOTES 1. ALL IMPROVEMENTS SHALL BE IN ACCORDANCE WITH KERN COUNTY SUBDIVISION STANDARDS AND OTHER COUNTY ADOPTED POLICY. STREET IMPROVEMENTS SHALL BE AS REQUIRED FOR TYPE A SUBDIVISIONS. Paz 1NDUSfRIAL 6TAMCA DS. Z IMPROVEMENTS SHALL BE IN ACCORDANCE WITH STATE OF y i'NRSG� _ CALIFORNIA BUSINESS AND TRANSPORTATION AGENCY DEPARTMENT PER KERN COUNTY SUBDIVISION STANDARDS OF TRANSPORTATION STANDARD SPECIFICATIONS CURB 76 iTn AT rLmE OP AGI �� RAN AFPR➢8. AND DETERMINED APPLICABLE BY THE KERN COUNTY ( T ♦K} W M,Y, "F�' IPT,�.f`�F�y )/1'�XMAC SLMP TO TAKE ALL DIMENSIONS ARE INGVES ROAD COMMISSIONER AND DIRECTOR OF ET UMEZING AL U VCT SELVICGS �L`Ii lc' 3. ALL STREETS HAVE BEEN DESIGNED FOR A TRAFFIC INDEX OF Kt6LET-aF-V1AY 5AwiT T-CEN1�=t•1NE. Dr�o of,i,TAjIcN 0-F5984. /^ FOR SECONDARY OR MAJOR HIGHWAYS THE ACTUAL �3TH1 go T �M.�►„ THICKNESS OF THE PAVEMENT SECTION SMALL BE INCREASED z MEII.lEL' E Mt1GLLE� =;-1,�: lei WITH CORRESPONDING REDUCTION OF WIDTH AS DIRECTED BY , _ �st�C �W =281 r.00 S•F , THE ROAD COMMISSIONER , 4, ALL STREETS HAVE BEEN DESIGNED USING A MINIMUM 'R' VALUE 3'h" "i'v Ve^ GgLU. STEEL I;LYaIF OF 13-_. SHOULD FURTHER TESTING SHOW A -LOWER 'R' -s �� VALUE OF THE ACTUAL IN PLACE MATERIAL, STREETS SHALL BE REDESIGNED ACCORDING TO THE -fA IDL 'R' VALUE, IN ACCORDANCE - Erar-x GUTrE¢ z'• WITH THE ROAD COMMISIONER'S POLICY. ..2: Zs q� CTS Im S ANY LAYER OF 'R' VALUE MATERIAL SPECIFIED IN THE TYPICAL :V16 LROSS-SECTtnN MAY BE INCREASED IN DEPTH PROVIDED THAT THE MATERIAL ABOVE THAT LAYER HAS NO LESS THAN THE MINIMUM -- Ow THICKNESS SHOWN. 6. IF APPROVED IN WRITING BY THE ROAD COMMISSIONER AN ALTERNATE PAVEMENT DESIGN USING CLASS III AGGREGATE BASE AND A THICKER A.C. SECTION MAY BE USED , TYG1='!]' CUQ 3 & G UTtE'e, sS' 7. RELATIVE COMPACTION OF NOT LESS THAN 952 SHALL BE OBTAINED FOR A MINIMUM DEPTH OF 0.5 FEET BELOW GRADING PLANE FOR THE ENTIRE WIDTH OF PAVEMENT <LIP OF GUTTER TO LIP OF GUTTER). IN ADDITION, RELATIVE COMPACTION OF NOT LESS •w � 5 THAN 95% SHALL BE OBTAINED FOR A MINIMUM DEPTH DF 10 FEET TO 315.[3 BELOW FINISHED GRADE ON LOCAL STREETS (2.0' OR IS' ON MAJOR M9 ®6" E-A.IJAY 3�IiI � AND SECONDARY HIGHWAYS AS DIRECTED BY ROAD COMMISSIONER) FOR NwA1E2-= 3'1435 THE WIDTH OF THE TRAVELED WAY PLUS 3 FEET ON EACH SIDE. EXAMPLE, TRAVELED WAY ON LOCAL STREET IS l2' EACH SIDE OF CENTERLINE, THEREFORE, WIDTH FOR V DEPTH IS (12' a 3) x 2 = 30'. B. ANY WORK WHICH AFFECTS ANY EXISTING COUNTY MAINTAINED ROAD OR TRAFFIC THEREON SHALL BE COMPLETED WITHIN 20 VORKING DAYS sAs"OIENINC + FROM THE START OF WORK, IrMI, cAORRo- IZ' SCo�10 51 9. ELEVATIONS AND GRADES SHOVN ON THE PROFILES ARE GUTTER FLOW LINES (INVERTS) . SJETNL) 10 �� 10. ON LOCAL STREETS, CROWN HEIGHT SHALL BE 6' ABOVE HIGHEST �375.oyF�.. 3'7c �Grn� m GUTTER. MAXIMUM CROSS FALL BETWEEN GUTTER SHALL BE 6'. 11. PORTLAND CEMENT CONCRETE SHALL BE CLASS B UNLESS OTHERWISE INDICATED. 12. INSTALL PERMANENT TRAFFIC CONTROL SIGNING AND OTHER SAFETY DEVICES (NUT SHOWN ON THESE PLANS) TO MEET WITH THE APPROVAL OF THE KERN COUNTY ROAD COMMISSIONER. 13. PRIOR TO START OF ANY EARTHWORK, SUBDIVIDER SMALL OBTAIN A GRADING PERMIT AS REQUIRED BY COUNTY ADOPTED (MODIFIED) CHAPTER 70 OF U.B.C. AND GRADING ORDINANCE. 14. WHEELCHAIR RAMPS SHALL BE CONSTRUCTED AT ALL CURB RETURNS, SEE PLATE R-30 6 31. AS DIRECTED BY ENGINEER. 15. ALL EXISTING FACILITIES, INCLUDING BUT NOT LIMITED TO STRUCTURES, POLES, PIPELINES, CONDUITS, CANALS, AND APPURTENANCES, WHICH ARE CONSIDERED TO BE OBSTRUCTIONS SHALL BE RELOCATED AT THE EXPENSE OF THE SUBDIVIDER. 16. NEW STREETS SHALL BE EXTENDED AT INTERSECTIONS AS DIRECTED BY THE ROAD COMMISSIONER IN ORDER TO PROVIDE A TIE INTO EXISTING STREET PAVEMENT. 17. STORM DRAINAGE SUMP(S) SHALL NOT BE ALLOWED TO ACCEPT WATER UNTIL SECURED BY PERMANENT FENCING OR IN THE CASE OF SHALLOW UNFENCED SUMPS, NOT UNTIL COMPLIANCE WITH DEPTH AND SIDE SLOPE CRITERIA AS SET BY STANDARDS. 18. ASPHALT REJUVENATING AGENT SHALL BE APPLIED TO NEW ASPHALT CONCRETE PAVEMENT IN ACCORDANCE WITH THE PROVISIONS FOR FOG SEAL IN SECTION 37, BITUMINUS SEALS, OF THE STATE DEPARTMENT OF TRANSPORTATION SPECIFICATIONS CURRENT EDITION AND THE STATE - DEPARTMENT OF TRANSPORTATION STANDARD SPECIAL I PROVISIONS CURRENTLY IN EFFECT, a}I 19. STREET LIGHTING SHALL BE INSTALLED AND A MEANS SHALL Y BE PROVIDED FOR MAINTENANCE. _ �- 20. SIDEWALK SHALL BE CONSTRUCTED PER PLATE R-33, TYPE A, OF THE KERN COUNTY SUBDIVISION STANDARDS, 21. DRIVEWAYS SHALL BE CONSTRUCTED PER PLATE R-29 OF THE KERN COUNTY SUBDIVISION STANDARDS, (TYPC'6•I 22. ALL GRADES SHOWN HEREON ARE GUTTER FLOWLINE GRADES UNLESS OTHERWISE NOTED. 2••D.C.TO S' 1 23. STREET SIGNS SHALL BE INSTALLED PER PLATE R-39 RCIOND 6DROIA OF THE KERN COUNTY SUBDIVISION STANDARDS. Cys ( T(PIL 24, STOP SIGNS SHALL BE INSTALLED PER PLATE PJC'(pN.J� OF THE KERN COUNTY SUBDIVISION STANDARDS.. Cl FSEARCH 25. 25. BASED UPON AVAILABLE RECORDSNO UNDERGROUND UTILITIES OR OBSTRUCTIONSEXIST ON THE SITE, EXCEPT - AS SHOWN HEREON. ADDITIONAL UTILITIES ARE ANYRUCTION THE CTI BY TH FOUND DURING CONSTRUCTION E CONTRACTOR, THEY WILL NOTIFY THE PROJECT ENGINEER AS SOON AS POSSIBLE. 'PE T8' CL'BB QGUTRY 26. END OP STREET SIGNS SHALL BE INSTALLED PER PLATE R-58 OF THE KERN COUNTY SUBDIVISION STANDARDS. 27, TEM(OKpR.y VKkFIACC 5UMp QN _150Au- gc HAINTAIHFP BY c.S.Aie11. 2B. MANMOLEh TO OE CONSTEUCTED PEZ ICCS PLATG- tl- BENCHMARK USEDI RAILROAD SPIKE WEST FACE POWER POLE 100' SOUTH AND 5' EAST OF THE NORTHEAST PROPERTY CORNER. PER K,CS.FE 1147. FH;. I5. ELEVATION 376.74 29. nS=UCTl DIS s11RLL TSC 4EMO� =EOM THE ULTIMATE RDAtT% QlG4T OF fJAY IN ALCOICDAMCE-1 SCCTIDN M.S5OHO OF THE LAND DIVISION OKDINAW-E PRIDE TG ACCEPFRAY - BY THECOUNTY. (PHR56 Al SUMP -if-' A I CEL / 1 --IJ -1VT "IL WS IS TR W Ti PL A - VS & PR 0 17" P P a w toNv L P•+M4a M.°i nw. SECTION A -A SECTION B -B TYPICAL CONCRETE CRISS DRAIN xo sulE rm .rxx rnnry an vm zr.mnn PIM1IE A -N TYPE A2-6 1uw- � WpRu1Er1ErFTS R -VALUE - 75 A,G = 0.29 OVER 1.21 NATIVE .M.Mo COMPACTED ID 951 TYPICAL SECTION OF INDUSTRIAL STREET" (1) NO SCALE NOTE IG PHASE C CONOTNLUC.TIDN OCCLNZ S MEFOEE IYMPROVEMENT'S ON PHASIC 'a" DE VE QVOF THASE'e 7AALL CDfUnTVZ( -hD' OF PAVING FP-0FA THE WC?JTCCLY LIP OF Cx UTFEZ TTJ 10'EA'ST OF- THE OF MOS ,Lo 7T¢EFf PAVING TD BE INSTILLED PER DEt A11 N. QVEF¢DM THE NO¢THEZLY E -ND OF EXViTING IMFUEMT MTAs = 'THE SOVTHERLY (5C)UNDARY OG PHA5EC. B A -- R OMA, .RIE -GB� GALLOWAY DRIVE I Q� Ni m_ iGt C{ EAST y i'NRSG� _ Los uERmReb MAP x102 -M (PHASE H7 PER KERN COUNTY SUBDIVISION STANDARDS - b ( AGI �� ( T ♦K} W M,Y, "F�' IPT,�.f`�F�y )/1'�XMAC SLMP TO TAKE ALL DIMENSIONS ARE INGVES GB �L`Ii lc' �'- o'• oC7 arcG Kt6LET-aF-V1AY 5AwiT T-CEN1�=t•1NE. Dr�o of,i,TAjIcN 0-F5984. Mh' �3TH1 go T �M.�►„ I z MEII.lEL' E Mt1GLLE� =;-1,�: lei my"Encu wuv ` z � , _ �st�C �W =281 r.00 S•F , AwASI(Y!n coe �ONl T2eleTlo,'.s .4'/RPO�ES Ons<✓ CURB AND GUTTER pAl�cL 1 NO SCALE PER KERN COUNTY SUBDIVISION STANDARDS PLATE R-27 ( T ♦K} W M,Y, "F�' IPT,�.f`�F�y )/1'�XMAC SLMP TO TAKE ALL DIMENSIONS ARE INGVES ��C 3�s? �sF �L`Ii lc' �'- o'• oC7 arcG Kt6LET-aF-V1AY 5AwiT T-CEN1�=t•1NE. Dr�o of,i,TAjIcN 0-F5984. Mh' �3TH1 go r La '' STaz�E ar�n ��nRc� my"Encu wuv ` z � , _ �st�C �W =281 r.00 S•F , 3'h" "i'v Ve^ GgLU. STEEL I;LYaIF -s �� 3.21 f2fo yF. LoFI 4654 c.F: - Erar-x GUTrE¢ z'• ..2: Zs q� CTS Im :V16 -- Ow TYG1='!]' CUQ 3 & G UTtE'e, sS' •w � 5 TO 315.[3 M9 ®6" E-A.IJAY 3�IiI � NwA1E2-= 3'1435 sAs"OIENINC + IrMI, cAORRo- IZ' SCo�10 51 tAj WIDE gr=� 7<L.WIT SJETNL) 10 �� 1 �375.oyF�.. 3'7c �Grn� m ^fin 3? g52 IoVIIfECWVE' AK" A3s APpRpncti NI t I I _ " ° SEM i 1�R9�►zJACaE SUMP T C h t�InT� n.tL t mw%Z^v ker4tTs ANs' , aAl'r--c> WWII �r�6pE=zb9'e KEY MAP SCALE: 1'=200' LEGEND - 0 0 is O APPROVED BY: 1 i OI - VE,�UUGO LANE N c PROPOSED SURVEY MONUMENT ENCASEMENT PER PLATE NO. R-40 OF K.C.S.S, EXISTING MONUMENT ENCASEMENT DIRECTION OF STORM RUN OFF SXl6TI06I STANDARD CROSS GUTTER PER PLATE NO, R-34 OF K.C.S.S. EXISTING STREET SIGNS PER PLATE NO. R-39 OF K,C•S.S, END OF STREET SIGN PER PLATE NO. F OF K.C.S.S. EXISTING STOP SIGN SFfKEET LIGHT Exp, G 30-E'8 ;;/A i e VlfZftT0K C�-- K69tA CDuNTY ENUtN6EKIN(s t guRVEy SFKVICES wl-- KCEp.M coufjTY IZoAc, coMMtsslor eP- PATE Z m PURL! L ACCESS GASEAIEMT PG2 t O.�L h PJOOIL P, m t • 6902 PAfL' LQN C. Lv �t � � q •1 ff�� �` • r � � M Ip �I 1 B, ro m 1 �� ::� '" EX14JfING%IQE'AIC 5� lam W tMPRovC+tEH1'� P6R f d v be JW �o.i�29/MapIp21% N� o •,� SCALES: > y� F P.NA tOO$7 HORIZ: 1"=50' D. ? o 8 4`'• 's PVAFjrc "Cb VERT: 17=2' tNc, s` a5te� 1NN m m �raSE m ¢a^�'w1eG r row¢¢ LINE !'.IISGM r ��( {a1. Q PCR BC 14 .4LSt al' 35-18 PG /850 op •• • S " DE5/GN 6RAOE5 HAVE SEEN N IIO' j 3 " N f N A?PROYEO BY CAL T26A/5, 55' 25' 30' 4 1— i ` � 12. V.- 1 . L I(1 I� N %-GUTTER WITHIN GIL TRANS • P r 2 _ _ RIGHT OF -WAY ALREAm' CDAISMCTEO 2 . N 30'wIMG PnBI.IG ACLES� GASEMETIT : a g�.y . X16 � - UNLER CAL TRANS PERM/T, #O/o�1.LCS•OLS(o PER &WI 1.978 PxiGE /24f'O.C. ' f � + � � 5 3 ,� 5 0 - vrwsc •' -6- 5•- xmArcH ax. s ' L I i M.34E 1" '\ rn N§ A7 DIIZELTELI OY GNq Y, 1 —OAVJ NORTHEmm OF 30' IJIDE S TM 2'GAS LIME - - ^� 1 MAtG1kE1(1511NG- �' a 1 1 EAs�ME iEx_CnGcsL�_ L9 i>l g r RNAI 1 R/W FRi9vtF Guam f .._; pal e•�INO Avol'MNAL.Io kx,STI NG STQEET IMPf7D11E717EN7^� PER C-2 PD I ►L Zoo c��,ri�e �verna+T'cpWtSe."B" 2 lDa.lv�-zl sra£ET vLnnn Oleg W ----- DRAtNRL7E WIDE PUBLIL access ErEmE7vT t S� "' l cueuE DATA h c P62 BLl'JIG 4955�PRLC 8046 BOOK 4955 NV i]ELTA ea➢lU'� LENGTH TaAYaEfJT •d , �` Nr II J ? �J�fAP pt yds vAGe /rte o.e. v d om dlJa Q Dew(- � � � � eP � z Q1 D'M.PI"A' 35 OD' 94.81' "YI.B�' � � m � M N N � ,°a � 3 � j . 5(IEBC 3) pp 7y _1 (z ao ID'3o 3s.Do SS Da ys^I I NIV Y 6 071 © 2 W19' 37 '5-5.00' 48.53' 1'1.85' 1` d.� NOTE r1iEP.E ISA Affr G+ASLINE LOCATED M ^ S V P2102 lD C,.D U�Cf¢. CO¢ EXACT LOCATION IN �' P' p V \ Z g ® 26Y 19`�ll" LIDO' -em 01, R+ Ly 4i Q W ,- IiI I!` M� 3PCIM ( EPS WoI P PQ rOIG SAfaD �lll �.�• f� !L{fGr.�� p1'`�F^�E 1�1 tl Ute \ �� � TIA)G (LINE 30"DEPTH MIM"'M MCLOLO FO m Q WI� r N N J UP,7U AL GROUMM. OCSIGLI TDP A.0 . 1S r r r jI P y 1� 11 , •♦ C 4 ro r -j LWINTEC THAN D2 EGUAL TO NAT. GEDUND. Q: 0 8. Law In0 PO • MOSASCO STREET ° M N 13 12 11 10 _.. 9 8 7 6 5 4 3 2 1. W� -1 m m W FlN cp It" In W 3l8 k z Aw¢cxLnaTD Ha.v¢axTMOUM7 E]YT m m m 7(0 4 Li 0 to pp �E'h'ST PLDL.7LINE S,-O.zo .374 .. • �M N 10 m n in R m kiv s M ;y 4D y + A M W 10 k 380 380 � d > , W S, y Oli. il r0 r U= ExIFiT1AJG GUEi3 bG(77TTi2 FLOW / tg W --�3.4 d4sovc - t Q t A['PQOXIMOTF MoIr GFGUUM Dljk2 LL6T V\ ay r 37U+ 374' :1 ., M .,.. .. ..., ,..„....,. ....., ,,. �... ... .r,: ... ._.... ,.. .,. .. ,...,....,,,.....�.,.•... ... ,.•tee ... EXHIBIT //A„ 111p1 MLD y f.✓4a [ F_P'F` 2 f • _ -... ._.... by, MATT.t � p,ri.t ACa - $� L'.Ea ...21-. cQ•`l+v_in$. ,..,y -:ice .r +R'a. s," YA=av4• -• e> :.t4 ._�. .eYm•Kn" a :•.o• � i. wsv_.1T�-`. 3tl ^'tA'd ^:[en i:mu-14i$;Ye.,: ra. F n ...: V'S .A+,4e-lat.. PROFILE OF STORM DRAIN PIPE m VA SCALE: 1" = 20' HORIZ. I" = 9' VERT. m S- + + H \ O 14' WIDE DOUBLE GATE cn FINISH GRADE 314.35 Ow 0— SUMP — SUMP BOTTOM 0 BENCHMARK USED RAILROAD SPIKE ON WEST FACE OF POWER POLE 100" SOUTH AND 5" EAST OF THE N.E. CORNER OF PARCEL 2 OF LLA.u25-92. ELEVATION = 316.14 NOTE: W Q U U a� �F to 315 — 314 — 313 312 311 310 369 368 361 366 365 364 I H1s SUr F' I -LAN bUHERCEDES THE SUMP SHOWN ON SHEET No. I OF THE STREET PLANS FOR PARCEL MAP No. 9101 AND REMOVES THE REQUIREMENT FOR THE TEMPORARY DRAINAGE SUMP SHOWN ON SHEET No -I OF THE STREET PLANS FOR PARCEL MAP No. 10031. MITIGATION MEASURE THE SUMP DRAINAGE TEST REPORT PROVIDED BY SOILS ENGINEERING. INC. STATES THAT THE SUMP WILL DRAIN BASED UPON A DRAINAGE RATE OF DEEPER SOILS BELOW THE DEPTH OF THE BOTTOM OF THIS SUMP. TO ENSURE PROPER DRAINAGE, THE IMPERMEABLE SILTY SAND AND SANDY CLAY LOCATED BELOW THE INVERT OF THE SUMP, WILL BE EXCAVATED AND REPLACED WITH COHESIONLESS SOILS CLASSIFEID AS SW OR SP IN THE UNIFIED SOILS CLASSIFICATION SYSTEM (USCS) DURING THE GRADING OPERATIONS. ME03vi m SCALE: I" = 20' EXISTING P.G. t E. ELECTRICAL TOWER (TYPICAL) PARCEL 3 SUMP VOLUME = 0.219 AC.FT. REQUIRED SUMP VOLUME = 0.226 AC.FT. PROVIDED SUMP BOTTOM = 369.20 5 - HIGH WATER 313.20 26' "DESIGNATED REMAINDER \ 110' WIDE P.G. t E. TOWER LINE EASEMENT PER BK. 1434. PG. 465. O.R. t BK. 1468, 6' CHAIN LINK FENCE w/ REDWOOD SLATS ON PG. 361, O.R. 6"X18" CONCRETE FOOTING PER K.C.D.S. D -I \ CONSTRUCTED 4" INSIDE PROPERTY LINE (TYPICAL) \ `^ 9989.63' in ;31965 TG PARCEL \ in– -- -- — — \ 0 cn 10.3" STD. OUTLET STRUCTURE PER K.C.D.S.— o1 e1. I m 3(IS' 31q 35 1 G ".22' ` 3.1q 65 73.0. in 33+/- L.F. 18" CLASS III R.C.P. w/ 1 i RUBBER GASKET JOINTS ® 0.91% I ^A�y6 qGl WIDE P.G. t E. TOWER LINE EASEMENT / PER BK. 3518, PG. 135. O.R. PARCEL I TENTATIVE PARCEL MAP lNo. 11M PARCEL 2 45.00" O U v l O 30" 30' Uj I 22' 22" — No' 1]564 Exp. 6/W/C7 CONCRETE CURB t GUTTER 60" WIDE PUBLIC ACCESS EASEMENT PER BK. 4955. PG. 804, O.R. t RE-RECORDED IN BK. 4955, PG. 1599, O.R. P . ]ail . 10037 P,/\RCr L J \\-Ac lrM m�-1 M-1 I S- \ ' 14' WIDE DOUBLE GATE 313 �1 14, OBIT \ WI E OWTOP) 4" WIDE 120. TOP 1 — \ 11+36.44 -GRADE BREAK NORMAL (I=313.69 DEPRESSED Ft=313.52 TYPE "A" MINOR STRUCTURE PER K.C.D.S. PLATE R-59 t 60 w/ 3.5' OPENING - BOTTOM=310.00 I 45.00" O U v l O 30" 30' Uj I 22' 22" — No' 1]564 Exp. 6/W/C7 CONCRETE CURB t GUTTER 60" WIDE PUBLIC ACCESS EASEMENT PER BK. 4955. PG. 804, O.R. t RE-RECORDED IN BK. 4955, PG. 1599, O.R. P . ]ail . 10037 P,/\RCr L J \\-Ac lrM m�-1 M-1