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HomeMy WebLinkAboutLot 53-59 Precise Grading PRECISE G RADING GRADING NOTES .Y 1 . ALL GRADING SHALL CONFORM TO THE UNIFORM BUILDING CODE. ... �• r I ADDENDIX CHAPTER 33 AS AMENDED BY ORDINANCE 457. 2. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE 1% t CULA CREEK IF CUT OR FILL IS LESS THAN 14' , 2% IF CUT OR FILL IS GREATER THAN 10' . DRAINAGE SWALES SHALL BE A MINIMUM OF 042' DEEP AND PLANS RACT No 23065 BE CONSTRUCTED A MINIMUM OF 2' FROM THE TOP OF CUT OR FILL SLOPES, 3. MAXIMUM CUT AND FILL SLOPE 2: 1 . , !3 E p 4. PROVIDE 5' WIDE BY 1 ' HIGH WRM OR EQUIVALENT ALONG THE TOP OF ALL FILL SLOPES 'OVER 5' HIGH. 5. ALL GRAD I NG SHALL BE DONE UNDER THE SUPERV I S I ON OFA UN Y , RIV SID I F OR N 'I ,A NINTH COMPETENT SOILS ENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS BEEN PROPERLY PLACED AND WHO SHALL SUBMIT A FINAL 60 COMPACTION REPORT FOR ALL FILL OVER 1 ' DEEP. mom 1� mok No MEMO ilia ff_4w_4*_ >. •. PROjECT 15. A' SUITABLY QUALIFIED AND REGISTERED PROFESSIONAL SHALL SUBMIT TO THE BUILDING AND SAFETY DEPARTMENT WRITTEN CERTIFICATION OF COMPLETION OF SITE ROUGH GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR TO REQUESTING INSPECTION AND ISSUANCE OF THE BUILDING PERMIT. SHALL INCLUDE L I t�E, GRADE, ELEVATION AND LOCATION OF CUT/FILL SLOPES. 7. PROVIDE A BROW DITCH, DESIGNED TO HANDLE 100 YR. 0 STORM FLOWS, ALONG TOP CUT OF SLOPE. 8, FINAL C010ACTION REPORT WILL BE REQUIRED FOR ALL FILLS NOT TO SCALE s A A FOOT. TOWNSHIP ..�.r.. SOM RANGE �. SECTION , GREATER THAN ONE � T � � 9. - ALL GRADING SHALL BE DONE IN CONFORMANCE WITH >- G RECOMME'N DAT I ONS OF THE PREL.I M I NARY GEOTECH N I CAL I NVEST I GAT I ON ,Q BY PE TRA GEOTECH#�N I CAL DATED SEPTEMBER 21 , 2041 . TWO SETS OF THE STORM DRAIN S.D. ACCESS RAMP - FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE BUILDING o Low Po i NT L.P.L.P. T LOT NUMBER LAJ AND SAFETY DEPARTMENT WHICH SHALL INCLUDE FOUNDATION TOP OF SLOPE T.S. DESIGN RECO�IMEt�AT I ONS AND CERTIFICATION THAT GRADING HAS i GRADE BREAK G.B. I NUI CATES LOT �R 32 BEEN DONE IN CONFORMANCE WITH THE RECOMMENDATIONS OF THE SITE INVESTIGATION REPORT. � � INDICATES UNIT :TYPE �, LANDSCAPE DEVELOPMENT L D 2 (LLLEFT GARAGE; R=RIGHT GARAGE) 1 O. THE CONTRACTOR SHALL NOTIFY THE DISTRICT BUILDING AND SAFETY RIGHT OF WAY R/W INDICATES FINISH FLOOR ELEVATION FFw1173.Q DEPARTMENT AT LEAST 24 HOURS IN ADVANCE REQUESTING FINISH LOT pc EDGE OF PAVEMENT E.o P INDICATES IAD ELEVATION �= = - -- PE=1172.s GRADE AND DRAINAGE INSPECTION. THIS INSPECTION MUST BE APPROVED �' BIJAN -cou PRIOR TO BUILDING PERMIT FINAL INSPECTION FOR EACH LOT. -�- -- - 0000.E WATER BLOW-OFF 01 TOP OF CIUFtB T.C. ' . . THIS LOT REOU I RES A BACKWATER VALVE 110 'CUt SLOPES EQUAL TO OR GREATER THAN 3' IN VERTICAL HEIGHT PER SECT: 409 OF U.P.C. PER AP'ROVED UBW AND FILL SLOPES EQUAL TO OR GREATER THAN 3' IN VERT I CAL FLOW LINE --�--- -- - F.L. WATER AND SEWER PLANS (` SEE INDEX MAP. } HEIGHT SHALL BE PLANTED WITH GRASS OR GROUND COVER TO 40 0 40 0 12O HIGH POINT H.P. TRACT BOUWARY - -- PROTECT THE SLOPE FROM EROSION AND INSTABILITY IN ACCORDANCE WITH ORDINANCE NO. 457 PRIOR TO THE APPROVAL * FINISHED GRADE F.G. EXISTING CONTOUR ---Q 4 30)----- "oo OF FINAL INSPECTION. GRAPHIC SCALE 0 ......:, FINISHED SURFACE -- F.S. STORM DRAIN k CATCH BASIN ---•- --� 12. NO FILL SHALL BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS BEEN CLEARED OF WEEDS, DEBRIS, TOPSOIL, AND OTHER GARAGE FLOOR GF Q004.0 2: � SLOPE . DELETERIOUS MATERIAL . CUT-F ILL FINISHED FLOOR FF 0000.0 13. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE AIR .RELEASE VALVE. PLACED, IT MUST BE CLEARED, KEYED, AND BENCHED INTO FIRM - 4yATER SERV I CE -�--�W� NATURAL SOIL FOR FULL SUPPORT PREPARATION SHALL BE \10 APPROVED BY •A REGISTERED SOILS ENGINEER PRIOR TO PLACEMENT ,. SEWER SERVICE S FIRE HYDRANT OF FILL MATERIAL. 14. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION INDICATES AMOUNT OF X DR I VEWAY OF PERMANENT DRAINAGE STRUCTURES TEMPORARY DRAINAGE EXTRA DEPTH FOOTING CONTROL SHOULD EE PROVIDED TO PREVENT PONDING WATER ANS CONSTRUCTION NOTES & QUANTITY TY ESfi I MAT STREET L I GHfi • � DAMAGE TO ADJACENT PROPERTIES. Q E � N SLOPE EXTRA DEPTH FOOTING NO. � QUANT ITY UNIT 15. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED 1 O GRA T x 540 CY Q LOT DING ( 10 LOS 50 C Y ) 50 METHODS AS DEFINED I N COUNTY ORDINANCE 484. 1 AND 742 (PM-10) . . 16. ALL EXISTING DRAINAGE COURSES ON THE PROJECT SITE MUST x GRADTN NOT ( CONTCONTINUE TO FUNCTION, ESPECIALLY DURING STORM CONDITIONS. PROTECTIVE I . MEASURES AND TEMPORARY DRAINAGE PROVISIONS MUST BE USED T4 PROTECT 24. EROSION CONTROL: ALL GRADED SLOPES SHALL BE PLANTED WITH ADJOINING PROPERTIES DURING GRADING OPERAT I ONS. ROSEA ICE PLANT A T 12" ON CENTERS OR ANOTHER APPROVED - - F'L.AN RAN 2 PLAN 3 �ar o �'N 17. STABILITY CALCULATIONS WITH A FACTOR OF AT LEAST ONE AND FIVE GRAND COVER. SLOPES OVER 15' IN VERTICAL HEIGHT, IN ADDITION EMMME , a"� LO To GROUND COVER, 'SHALL BE PLANTED WITH APPROVED .__NQVrg ,. TENTH ( 1 .5) SHALL BE SUBMITTED BY A SOILS ENG I t�EER To THE TREES, SHRUBS, OR COMB I NAT I ON THEREOF 94"3S SHALL BE THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UnUTIES OR STRUCTURES SHOWN ON THESE BUILDING AND SAFETY DEPARTMENT FOR CUT AND FILL SLOPES OVER PLANTED AT 1 O' ON' CENTERS; TREES. 2C)' ON CENTER; COMB I NAT I Ow, PLANS ARE OBTAINED BY SEARCH OF AVAILABLE RECORDS AND TO THE BEST OF OUR KNOWLEDGE, �t"b 30' IN VERTICAL HEIGHT. THERE ARE NO EXISTING UTILITIES EXCEPT THOSE SHOWN ON THIS PLAN. THE CONTRACTOR IS REQUIRED 12 MIN. ABOVE PAD ELM ,. o v 15 ON CENTERS. SLOPES OVER 4 IN VERT I CAL HEIGHT SHALL HAVE TO TAKE ALL PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN. AND ANY OTHER LINES OR is. A REGISTERED CIVIL ENG I PEER'oR LICENSED LAND SURVEYOR SHALL PERMANENT I RR I GAT I ON SYSTEMS WITH BACKFLOW PREVENTION STRUCTURES NOT SHOWN ON THESE PLANS, AND IS RESPONSIBLE FOR PROTECTION OF AND ANY DAMAGE101 ICERTIFICATION A AT ON WHE DEV I CES PER U.P.C. CHAPTER 10.R. To THESE LINES OR STRUCTURES. ROUND OFF TOP 0 SUBMIT OF BUILDING LD I NG P D ELEVATION. RE SPECIFIC ELEVAT I ONS ARE REQU I RED. THE ELEVATION (WITH 25. CONSTRUCTION OF D�ETENT i ON AS I N C AND PER i N�E1 ER CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED cONSTRu�cT�oN P/L 4' MIN. TYPICAL OVRA� R)OTMtff CAENSKM , B ONCRETE CHANNEL PRACTICES, CONSTRUCTION CONTRACTORS WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE SCALE 1 40 RESPECT TO MEAN SEA LEVEL) SHALL BE GIVEN. IF AN ELEVATION BROW DITCH SHALL BE IN PLACE UPON COMPLETION OF PROPOSED GRADING. RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUC'"ON OF THIS PROJECT. � �- W I TH RESPECT TO ADJACENT GROUND SURFACE IS REQUIRED, THE INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY APPROPRIATE MEASURES WILL BE TAKEN TO ENSURE PROPER DRAINAGE AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO, i _ ' . -- 11 ��tbll� w ACTUAL DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN. FROM INSTALLED FACILITIES TO PER I hETER STREETS UNTIL CURB OUTLET DEFEND. INDEMNIFY, AND HOLD DESIGN PROFESSIONAL AND OWNER HARMLESS FROM ANY AND ALL LIABILITY, Flo EIEU. -0o INTI. 20. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR MALLS STRUCTURES ARE I NI PLACE PRIOR To COMPLETION OF THE PROPOSED REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT. A STREET IMPROVEMENTS. THE CONTRACTOR SHALL BE RESPONSIBLE TO REPORT DISCREPANCIES IN.PLANS AND/OR FIELD CONDITIONS AT NOT LESS THAN 1/2" PER FOOT FOR A M I N I MUM OF 3 FEET. IMMEDIATELY TO THE DESIGN ENGINEER FOR RESOLUTION PRIOR TO CONStRUCTION, AND SHALL BE RESPONSIBLE 26. THE STORM WATER POLLUTION PREVENTION PLAN (SWPPP) SHALL BE ,. FOR DISCREPANCIES NOT SO REPORTED AND RESOLVED. SECTION A A >K ? be 21 . NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES IMPLEMENTED UPON COMMENCEMENT OF PROPOSED GRADING. THE SwPPP ­00- SHALL BE PERMITTED'* . SHALL ADHERE To CURRENT NPDES GU i DEL I NES. CAUTION: THE ENGINEER PREPARING THESE PLANS WILL NOT RESPONSIBLE FOR. OR LIABLE FOR. UNAUTHORIZED FOR REAR YARD SLOPES GREATER A CHANGES OR USES OF THESE PLANS.»ALL CHANGES TO THE PLANS MUST BE IN WRITING AND MUST BE APPROVED THAN 5' IN VERT I CAL HEIGHT GHT SO p � BY THE PREPARER OF 1NESE "PLANS . 115 1Y1. ., 22. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE of 0� FIELD PRIOR TO COMMENCEMENT OF ANY CONSTRUCT I ON/GRADING. E3AS I S BEARING: P�� B 5, 5, B C THE BEAR I NGS FOR THIS SURVEY ARE BASED ON THE LINE BETWEEN STAT I ONS"TRAK" Na/L 09 p¢� , 5 aP �� �I t°` MIN MIN M i 4 5 M I N VAR. O ea 23. A SUITABLY QUALIFIED AND REGISTERED PROFESSIONAL SHALL SUBMIT AND "MATH" (POSITffONS PER NATIONAL GEODETIC SURVEY, NAD83, EPOCH 1995.5) AS w 5' MIN. VAR. 'P/L 5' MIN. VAR. fl ��,0 �,°t ,°� TO THE BUILDING AND SAFETY DEPARTMENT WRITTEN CERTIFICATION -SHOWN ON THE MAP FILED I N BOOK 102. PAGES 50 THROUGH 65 OF RECORDS OF 6 MIN �--- - 6 MIN. 3' MIN. 2' QP¢� ?, y5ra�� �`I nt� �p� 3 MIN. 1 1 3 MIN. P ,j,�Ep p"a� a\° �cA`� 0 OF COMPLETION OF F I NAL GRAD'I NG IN ACCORDANCE w I TH THE APPROVED SURVEYS IN THE OFFICE OF THE COUNTY RECORDER OF R I VERS I DE � ,� * - MUDS ILL VAR. ,. �E se �ta� tg° vn V cn .. " MUDS I LL. VAR. VAR MUDS I LL 6 : MIN. v °�t aP a eta - z z z PLANS FOR ALL GRADING DESIGNATED AS ENG I hEERED GRADING COUNTY,CALIFORNIA, BEING N 52949'02.84" E. - ��a� °t 5°`qtr o5tr EMGI mRS NOTE: Ow1�R s EM01 E11 LEGAL •a :e �v,tb OWWR _. _. _ _ I _ e ��\ iD10 %LLERT PR I VA ENG NEER SIGNING " N�ESPaN,S I BLE FOR ASSUR I NIG THE ACC(lRACY�OF DESIGN CEIVTEX HOMES PIITRA� GEOTECH�#V I CAL A PORTION ON OF PAROL 22 - PARCEL,. 12" MIN. 12 - MIN. .� Q� c � ,� � � WARDLOW CIRCLE, SUITE 150 27620 COMMERCE CENTER DR'. MAP 27387 12 MIN.,, DIAL TOLL� AN] ACCEPTABILITY OF THE WORK HEREON. IN THE " � a 0 CORONA CA. 91720 SUITE 103 2% MIN: fi MIN. N ' �. z EVENT OF DISCREPANCIES ARISING AFTER COUNTY 1-�$��227--2� TEL 909.279.4000 TENECI�A, CA 92�}-5g61 2% MIN: 2: 1 MAX. g" TYP. 2� MIN. 20� MAX. - 2: 1 MAX. s�D�I��K `�� � APPROVAL OR DURING CONSTRUCTION. THE PRIVATE FAX 909.273.2100 (909) 699-$193 20% MAX. MIN. 20% MAX. cr AT LEST IM DIA" ENG I NEER SHALL BE RESPONS I BLE FOR DETERMINING (909) 69"197 FAX * - UNLESS OTHERWISE ,NOTED * - UN LESS OTHERW`l SE NOTED CURB � BEFORE YOU DICE AN ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR APPROVAL BY THE COUNTY. p D I STANCE FROM R I GHT OF WAY To, THE GARAGE CORNER kms. z' UNDER"M SERVICE ALERT OF SOUTHERN CALIFMIA SECTION B "` G7 SECTION C C MEASURED PERPENDICULAR TO TIME PROPERTY LINE. �y O SCAN.--COUNTY SEAL-ENGINEER DRAWN TRACT N�0,23C�r4 PHASE S I P "*. Q • COUNTY OF RIVERSIDE �LAMNINII r o�m�ow ■ ccarNrTRUCTI©ry BENCHMARK: T--1-81, ELEV. 1026.428 JL,F/JE SHEET NO. WORK CONTAI t+lED W I TH i N THESE- PLANS T PORTATION DEPAR T QooI L S S 10,, 2 1 f2" BRASS DISK IN CONC. CYLINDER 2.4 ESIGNEo SHALL NOT COMMENCE UNTIL AN '�� MILES SOUTHEAST ON HIGHWAY 79 FROM EL/JG COUNTY OF RIVERSIDE ENCROACHMENT PERMIT AND/ORA APPROVED BY ��a ��� A 275WYNEZ AOAD,SU?E 400 INTERSECTION 4F MAIN AND FRONT STREET IN NECKED . � # GRADING PERMIT HAS BEEN I SSUEI�. _ �`` �� ■ ■ r TEMECt A CALIFORNIA se r-a679 MAT A The private vate en i neer signing n i n these tans i s TEMECULA 53.5 SOUTH OF C/L HIGHWAY P 9 g 9 P �. '► � C�N S LJ L.T1 N t'E �Q�e.aoa2 - FAx 9ays7e.7zan - www F�BF.oam KHA D A. THMAN A �.� No- 43090 79; 3..2' EAST OF GT POLE (GT 2453),• 30(7' scALE R IDH ` SHEETS responsible for assuminq the accuracy and 0 DTE �= AS SHOWN PRECISE GRADING G PLAN R.C.E. NO. 33950 Exp. 3/31/04 EAST OF PRODUCE STAND MIDWAY BETWEEN . FILE NO Q acceptob i I i ty of the design hereon. In the event �x � PREPAR "D BY: ICHAEL A. YLM R.C.E. N0. _ 43M of discrepancies arisingafter count approval or EXP. DATE: 8- 2 ,r" NUMBER EXP. DATE: 3 i�oa P.P. 75580 AND P.P. 75581 ON LINE WITH pLD � d�arin construction, thr ivate engineerYThal I be r' Cl� Y�� ���! - 15-1'00455 L.b�s . �,3`"�� n ^ . responsible i bi e for determining i n cm acceptable ab I e sal ut i on � •• F O lF� FENCE' LINE RUNNING N. & S. SET FIBERGLASS rZ t p 9 p nR►� BY DATE APPR. DATE C�t DATE: WITNESSPOST 1 SOUTH OF MONUMENT, DATE FOR: W.O. COUNTY i and reviewing the plans for approval by the county ENGtER R E V I S 1 0 N S ccxxvrY MMENDEQ BY BdYLF ENGINEERING DATE: EDHA FILE NQ: r " , R"r y. 7F P v77 y P Y '.l` a•T^•.� mow'• ,m ..t .� .. , .j .. _ • rq .. , . . .. . r . . ' , ,. , m. 5 , y . 11 . I y ' I C ti ; . I I I % . .. '�•% I / I Q_/ .. . . . \.--j , . . . . , t I-I-/ I . . ., . .m�1� ,_._:' 1 f? F tE-1 16 .9 P� 1 !f37.5 PES 1188. 1 PE- 1 1 * 'F'w 118 ' _ e I 8) _ � 42:24 6�.�4 f0.00 �BO.O� ..60.00 46.90 _; �7 ,�. .,. MOM �. A. ..� .... � ..r ... ..r. 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Q 5s.79 r I �,p '. . , \ PE=1194.D • �� 1R FG ,. I rn a `. w ;r. 7 FF 1194.S �! I a ;: 1 ,. . . . ., 6 1. **�t . V •s _ PES 1194.0 . , �;.� < s, ,� p• .. _ 1P . . ',,n , - 40D . �.. , .n . . M .. , * j•' Via{ Nr . M � I'"F=1194 9 t :1 ,. � �.1 1%3 � '� �"` 194 4 t0 i. /� I _' 1 6 �o FL-+Fl *A �► / FL--Ifs' I ,�-_, � y _ 5C :. 1 a f �% � I < ) �� , , I I . I W__ � +,,' .. PE. 1 a � . 1 n 2 �. � 1 F u f 1. IL. �n . x F. 1 .O% )6�k` �'V� 1 IN . t ¢ .,� * i . . 60 ill , ,R , .. FL 20 0 20 4a sk Q. . .r vw j .. 1 - •• �---- -- --- GRAPH I C SCALE � ,.,� �, 4' 1 -1 . - " I . . I 10 1. .1 . . . . . , -1 I . i. . ". I \ , %?/ ti , � , ` --- Illliiiiillll"110000og0000moolo� �_ 1 F, :\• •.. ,,. µ',. x , . .. I I �p`'� .�. mow... ....� «�... .__rte -�.r w 4' + .•7 ••�� Y 1 p? ^F ' �..J �� I . . . . �� ,� .W- . . I . . . �Ar.ti`D 0. iii �lrr q i. .. G ♦q _ . . EQ�` ��G F\� V406 0j < 4P C .5 �y i 1.. h �a a 1'--800-227- 2604 . . °�Ov 0°�,°�0�;,�so 0 . 6�PP �� 1. \'n ,i�o� � s.� I . . a F` 'tis e sha any �y�a� .0 d ;. n AT L `l�$"�T 1aAY gam` _\,x.�S� z . ,. ort Ire P aye° coS\ BEFORE YOU DIG �� �r a a`�� Qa t°v pt {,she ire 1 ,. ;. pr I s v w�e e :, 440"Oft SERVICE ALERT OF SAN M F4F�NtA , . .. 4, poop p gtib11. '�s K '... a SEAL-COUNTY-couNry s>`A� ervc�N �� DRAWN �E/JE TRACT NO, 23C5-•�4 PHASE '3 p I P r , " O ` • F"PININ0 ■ og■iar� ■ �dn■r�ucr�dH BENCHMARK. T--1-'81, ELEV. 1026.428 SHEET NO. COUNTY OF' RIVERSIDE. J WORK •CONT'A NECK .WITHIN THESE" PLANS . O .' 'I A1 . T PORTATION DEPAR T ��3 E s sjo� 2 1/2 eRAss DISK IN cor�C. cYC ANDER 2.a ESICNr ar SH LL NOT 'COMMENCE UNTIL AN 'f! . . MI SOUTHEAST ON HIGHWAY T9 FROM EL/JG COUNTY ' OF RIVERSIDE 2 O APPROVED 8Y ti4 LES ENCROACH PERMIT AND/ORA S ����� lt�� f� ■ ■ t 27"5 YNEZ goAD,SUITE 4oa INTERSECTION OF MAIN AND FROM_r STREET EN HECKED �. _ GRADING '!~RM I T HAS BEEN_T SSUE D. - �11� ,• , TEWCULA,CALIFORNIA 92SW467 � MAT SC A ._- 4,' The private a en c neer s i n ii r �t hese plans ►s w _ 'G 00�.l�7'e.eod2 FAx TEMECULA 53.5 SOUTH OF C/L HIGHWAY -- 2 P 9 P CON 3 U LT I N G 909.676 7240 - wwwPeF oom / } res vnsible far assumi the accuracy and' �_-----__� __�._ ..�_..�_.. n9 D�+TE. No. 43030 � 79, 3.2 EAST OF GT POLE (GT 2.453), 340 SCALE_ OF__._._._SHEETS < y PREGtSE GRADING pR.AN ,oc•ceptabi t ity of the deslan hereon. In. the event � ° _ A 5 SHOWN .r. _ _ ___ _ .---.-.---.-___._._ __.__._-'------__"-- ___.___.� __ .�__ _.�__ .. � EXP �/ 1� � EAST DF PR�]DUCE STAND MIDWAY PETWEFN _ ___ _� �. �� F � ' f iscr i r'� Jr PP,EpAF�Et7 �Y MICHAEL A. TYLM N R p. 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