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AHERN 1 (4) 777�"- ............ z 0 w 0) b z ID uj 0 ID -j m W z y ru 0 Lj > 0 W z 1 4 z w u w ui < 0 04 uj co Z0 W L) (L uw Lu z uj > w Lu 0 0 z z (Q 4� Jo Par� 'o F- 0 a 5 N?. INDEX OF DRAWINGS, 'j- D. -1 Sev�age 1\ t!r OF9 COVER SHEET 0 LEVY— =-===) '; -.' Disp 'jj ank psal it . ......... C, Wa o i IBM 24 2 OF 9 n '74 DEMOLITION PLAN Crying phil Isl d 10 R 30F9 LAYOUT PLAN 4k 11: -Rh 6 40F9 LAYOUT SPECIFICATIONS & DETAILS .0 23 cu Ik 14E '4E Z 0 L 50F9 PAVING & DRAINAGE PLAN ul OEM : 10 Ch .2 9 �Z- ....... 60F9 PAVING & DRAINAGE DETAILS e IFF R a tiloo'n : Lo rz 7 OF 9 LANDSCAPE PLAN sp,.�.a 38 cl Q> EvAR .............. A-A Z.3 mc 8 OF 9 IRRIGATION PLAN ven Pi er iA � 06 V, 0 Isla cdl V( %Reu H gh -S'..h' B cu 41- .=, 90F9 LANDSCAPE & IRRIGATION ....A Qn 5 24 SPECIFICATIONS & DETAILS c cu LOCATION MAP 0 z 0 c NOVEMBER 1996 0 DRAWING NO. 0 0 co OF 9 17 () VV/ rq 1E r4 17 IF= FZ P )k Ft 1K F) F1 A S IF= 2 A C N T E R L0 CC) PROJ NO U. m 20 0 20 40 FEET > ..Np cd > 0 0 Lo LAUNDROMAT 0 - r. z EXISTING CONCRETE TOREMAIN 0 (PARALLEL&PERPENDICULAR TO W cn CENTER LINE OF ATLANTIC BLVD.) > w 0 Lu AL'S PIZZA. Ey'le?n t4c;r FOOT 0 b 0) 0 z _j LlJ 0 ID tu 0 a-J, W Ir Z 0- Y z 4t u !_ .. > w w 0 Z DEMOLITIONILIMITS 0 z CE I I < DEMOLITION LIMITS w cl u o cl u 0 SIGN ASPHALT PARKING EXISTING SAWCUT CIO XISTING SAWCUT DETAIL AT EXISTING POST -POST j DEMOLITION LIMITS TYPE "C"CATCH BASIN TO REMAIN (N GRATE ELEV. = 11.90 < INVERT ELEV.=8-.54 CANOPY AND,11AT'S"TO REMAR RAG TIME TAVE10. 0� .0 0 12.85 12.60 - -110 1 N:, 0 12.85, STEEL GRAT�(TYPICA YDIAMETER� INS OF CONCRETE BASE CANOPY AND POSTS TO REMAIN REMA �ICONCRETE WALK TO 4BE REMOVED. IL z CONCRETE WALK G 210 _ __I\ - -Fo-c, 1777 12.59 FOR LI [IT POL�12.43 CATCH BAS \1�16 e:P- 1244 0 12.53 1141q, .25 TOP 11.90 2. To 13B REMOVED 9" PALM TRE C 0 p ,F-T F CONCRETE WAL 0 0 TELEPHONE- MAN HOLE 0 1 10"PALM, 'ONCRETE.RAMP N C 0 0 z 0 _:�_ TRASH RECEPTAC \,o \ - 6" 1P . . i, - 0 1 w 0. 0 z wo 8"PALM I'll 0 M MAIN "A-31\ z IOD T 0 SIGN 0 WOOD LIGHT POLE(REMOVE) UNDERGROUND GAS LINE SIGN RE W - BENCH 1.0"PAI BIKE RAC SALVAGE SIGN Ims GRASS DECORATIVE TILE OVER CONCRETE vz z, \ - - I\- 14� Lo DECORATIVE 1,1�11T POLE WOOD LIGIIT'POLE Ln DECORATI Lu u E TILE OVEi��ONCRETE SALVAGE,\\ CATCH BASIN DECORATIVE TILE 0 ER CONCRETE TOP 11.98 \. �o 1 11 1 x 1,21" AREA DR z F- TOP 11.is LU INV. 10.76 z EXISTING CURB AND GUTFER TO REMAIN z REMOVE DR-AIN PI AND DRAINA 'E At I ant i c Bou I evard 0 Lu EXISTING ASPHALT ROADWAY z STRUdTURES. BACKFILLANDCON ACT 0 'ro SURROUNDING DENSITY. 0 CAST]RON PIPE RUNSTHROUGH EXISTING CURB AND GUTTER TO REMAIN' I-)6,AL-) REMOVE BRICK,�VALK CONCRETE WHEEL STOPS REMOVE CATCH BASIN ELEV.9.19'\ CATCH BASIN TO RENIAIN z PLUG OPENING ON WEST PLANT MATERIAL- CONCRETE LIGHT POLE SEWER RUNSTI ROUGH TO'BE REMOVED -REM CATai BASIN ELEV.0.0 OP 11.94 SIDE WHERE PIPE RENIOVED. TOP 11.62 NOTES 0 FLOW LINE 8.25 10 OWER POLE WATER METER ATER VALVE �REMALIN T'F' CATCH BASIN CATCH BAS I INS -1. ACCOMPLISI I ALL DEMOLITION WORK AS NOTED WITHIN THE DELINEATED WORK RTEO OVE IGH IX TOP 10.04 �(b � LIMITS, ADHERING TO ALL THE SAFETY RULES AND GUIDELINES OF O.S.1-I.A.. 10"PALM INV.8 INV.8.6 1�� I. _ECTAL.L FACILITIESTO REMAIN OR SALVAGE ITEMS FROM DAMAGE. PROVIDE 0 ELECTRICAL MANHOLE WATER VALVE 15' PROI INV.8.60 INV.8,56 BARRICADES AS NEEDED FOR TRAFFIC CONTROL AND SAFETY FOR WORKERS AND WOOD LIGHT POLE fSIG Nl`TQ BE M ,51\1 0 12.34 12.41 L I 1-i . I BIKE C .19 THE GENERAL PUBLIC. I HE BUSINESSES WITHIN THE PROJECTAREA WILL REMAIN L 0 \%1� Tm 11.77 'o \o Tm;oj 1.85 o OPEN IN NORMAL OPERATIONS. WORK SHALL BE PHASED 1-0 MINIMIZE DISRUPTION S OF OLD SIGN 0 0 2"A:�B�ESTOS' b�RICK SIDE WALK, C 0 N C R ET E W A L K'REMO�'E 0 OF ACCESS TO THE BUSINESS. THE CONTRACTOR SHALL COORDINATE THIS lb 'TO REMAIN' ACTIVITY VVI rH THE BUSINESS OWNERS. 11.95L. SIGN 0 AEMOVE,/ WATER METERS TRAFFIC POLE CA�CHBASIN .2. IT SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE AND 11 R O,K E N CONCRETE EXISTING SIGN SLOPING TOR.EMAIN TOP 11.21 AVOID ALL UTILITIES, STRUCTURES, AND OBSTRUCTIONS BOTH ABOVE AND BELOW CURB +/- 4' INV! 8.73 1/2"[RON PIPE) SIGN - - I ) EXISTING RAMPS AND ADJACENT GROUND SURFACE. HAND EXCAVATION SHALL BE UTILIZED NEAR EXISTING EXISTING PLANIFING AREA HEADER CURB TO REMAIN HEADER CURB CURBING TO BE REMOVED 0 FACILITIES TO REMAIN AS MAY BE REQUIRED. ALL DAMAGES RESULTING FROM THE Ln )f TO BE REMOVEd z DEMOLITION LIMITS CONTRACTOR'S FAILURE TO COMPLY WITH THIS REQUIREMENT SHALL BE HEADER CURB REPAIRED AT THE CONTRACTOR'S EXPENSE. a., - 1 9 EXISTING PAY PHONE- EXISTING SAWCUT -SA ITARYIEWER 7 UNMARKE RAISE EXISTING BRICK RAMP COORDINATE REPLACEMENT -,, t . I TOP It 76 3. TOPOGRAPHICAL AND LOCATION INFORMATION TAKEN FROM A SURVEY PREPARED S FLOWLINE�9.11 EXISTING A.T.M.MACHINE TO MEETPROPOSED ELEVATION WITH BUSINESS OWNER Cf)' DEMOLITION LIMIT- o LIL CILAMP AND BRICK LANDING TO REMAIN 9z BY H.A. DURDEN AND ASSOCIATES, INC. DATED 10/26/92. UNDERGROUND UTILITIES NEPTUNE MALL LOCATED APPROXIMATELY BASED ON ABOVE GRADE FEATURES. 0 cn lz TERRAC�FTA 4. THE LOCATION OF ALL UTILITIES, BUILDINGS, STRUCTURES AND OTHER 00 I U ANOPY AND,POSTS TO REMAIN OBSTRUCTIONS SHOWN ON THE DRAWINGS ARE BASED ON THE BEST READILY AVAILABLE INFORMATION. HOWEVER, THE LOCATIONS ARE APPROXIMATE AND IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO THOROUGHLY FAMILIARIZE WD HIMSELF WITH THE SITE PRIOR TO CONSTRUCTION. VERIFY UTILITY LOCATIONS BY Lm CONTACTING SUNSHINE STATE ONE CALL AT 1-800-432-4770 AT LEAST 48 HOURS cu PRIOR TO DIGGING. 5. THE CONTRACTOR SHALL BE Lo LEGEND : RESPONSIBLE FOR THE REMOVAL & DISPOSAL OF ALL UNSUITABLE MATERIAL, INCLUDING BUT NOT LIMITED TO DEBRIS SUCH AS BROKEN iiiiiiiimiiiiii TOC DENOTES TOP OF CURB CONCRETE/ ASPHALT, ROOTS, TREES, MUCK, ETC. FROM HIS OPERATION, AND Iiiimiiiiiii FURNISHING AND COMPACTING SUITABLE REPLACEMENTBACKFILL MATERIAL. 4) EP DENOTES EDGE OF PAVEMENT CONC DENOTES CONCRETE INV DENOTESINVERT NEDIM71SOUCMANEMLM 00197j= 6. ALL EXISTING WATER METERS, WATER VALVES, AND ELECTRIC MANHOLES TO Q CAUZ BAW TO BE REMVW MW REPLACE REMAIN. ADJUSTELEVATON WHERE REQUIRED. RCP DENOTES REINFORCED CONCRETE PIPE VEMPVC L=AN MICAMIM ON DRAVW NO.5- vj CP DENOTES CONCRETE PIPE 7. BENCHES, TREE GRATES, TRASH RECEPTACLES, AND 1w ()a 131KE RACKS TO BE SALVAGED, STORED, AND RELOCATED. 0111111110 0) cu 8. ALL PALMS ARE TO BE DUG, SALVAGED, AND TURNED OVER TO THE I-OWN CENTER AGENCY. 9. REMOVE EX16TING HEADER CURBS AS SHOWN. SAWCUT CONCRETE SIDEWALKS 2" c cu FROM FACE OF BUILDING AND REMOVE AS SHOWN. sAwcu*r AROUND EACH CANOPY POST ON THE NORTH SIDE OF THE PROJECT AS DETAILED. PROVIDE TEMPORARY SHORING AT PAPA JOE'S CANOPY AND COMPLETELY REMOVE imiiiiiii EXISTING CONCRETE WALK, INCLUDING THAT BENEATH THE. EXISTING WOOD POSTS. PROVIDE NEW 12- SQUARE X 12' DEEP CONCRETE BASE AT EACH POST cu AND RESET POST WITH NEW GALVANIZED COLUMN BASE. z 10. REMOVE ASPHALT PAVEMENT AS SHOWN TO EXISTING NATURAL SUBGRADE. 0 SALVAGE AND STOCKPILE UNDERLYING BRICK AT CITY OF ATLANTIC BEACH PUBLIC u WORKS. cc 11. PROVIDE CONSTRUCTION PHASING PLAN AND TRAFFIC CONTROL PLAN FOR (n MAINTAINING VEHICULAR ACCESS AND BUSINESS OPERATIONS WITHIN z 0 CONSTRUCTION SITE DURING CONSTRUCTION. DRAWING NO. u 12. ALL WORK RELATED TO THE LIGHT POLES AND LIGHT FIXTURES, NOTED FOR 0 REMOVAL, SHALL BE ACCOMPLISHED BY THE JACKSONVILLE ELECTRIC AUTHORITY. CONTACT JIM MATTHEWS OF JEA AT 904/632-7741 TO COORDINATE. w U) w OF 9 _j w 41 lo 0 Co N RROJ. NO. 0 z 20 0 I lift 20 40 FEET SEE SHEET 4 OF 9 FOR SPECIFICATIONS & DETAILS > LEGEND W 41 BENCH 0 TRASH u) 0 z 0 RECEPTACLE 0 ui U) LAUNDROMAf� z n 5; w CY LIGHT w uj 0 Lu D, 0 WATERPROOF AUS PIZZA 2- 0, U. OUTLET ca z b w z U) w 0 0 mw If < w :r 0 z 3: Y 0 w .. > Im CIE w 0 m 2 RAGTIME TAVERN (5 ll� W � 4z 0 ul e-OHH66TION 5STWEE7N NEW z 11 Ln ca 0 Y, 16 T I H 6r WA L, C-PCr,5 CU r-P-5 --�-,T-1 N CT WA L,Y- e 126V5 w 0 U) - ! m - NA61�� 0A L IM IT8 d PATrVF-H 'A' FHA6E� 2A UIM IT5 'w 15AW r,U r v(m6r PA FMPTAIAP < -,O,t PAT-reF-t-4 �C' — 4�,TN�eT 6 19 lo�- w ------------- PA TT15 F'M H.C 1516r H C-rYrleALI) T%(rl C^ 0 10. a 4L F2"� 1 04 t5 x i,:�)-r i H cr cur-r-3 IL .s 4 45 rAC,515 e I ui 0 (4 1. F-AMP POWH 0 0 L)Tre,iz CO . z 3 PATT?,�zH 'A' 6 Ty rl CIA6�Ll) 0 to 0 r-yip, 0 z T FT F-1- I F-1 F� III - i -"Y" z WA90 1,16rHT =71�0�� I 0 u (L rATrer-Wp' - *rpLser e3r-i,cr- (.-ryf:'ICA t CL 196AHT5V- TYIP10AL., T 12-9 5 64r IzATF, C0Hcjzlv,-r6 I-t5AHV -r Ac5 H AL-r 4'?- 10 5.3. 4 ylvlCAL,) z -TYP t A 1,) . -rT'6feH '-6' 2 51 IZA P I LJE;p eX rAH,51,61N Jo I H T, T r-r,15 6r 190,'r C-� PA z (e-i- --r-ri-.) I !I I 'k, 01 CrYrICAO P-ATTC-F-H 16 1 Iz & III Of . I -- k-A rl p v I 14,� I H Lu rATrE�F-H %C, KAM r POWH r,0Hc-?r-erf5 L3~7 40 z f'ATTra)zH 'A' PArTVMt-H '*C'* v_Ty FICAL, rAvjH6r, r,>Y-icY- Vo- 5' F-API U6 - l - a 15, v-- T 11`5�ZH -I z z 10 0 r^ 0 It s 1 0 +1 .Ri PLAH-r�,r- 15..). 3: 0,6NCH (-rYeiCAL) 01 t (TYV9lCA0 rA T-r E�124-1 V, ( (b 7'e,- 0 TIZASH ;00 (TYPICAII) lz I I c' ONC. Li6rHT 170 L e 0 T-ye, LL L Ic till 5 IF a 0 a 0 0 fs 1 PAT1-F-,FH L 16, T-o \A-C-tjA\t4 (711�r 1p ICA,L, PATI-r-,1:7-H �A' PA7Mj2H 'A' 0 XK k i�l + PAT-re4z�4 '-A �zA M P POW"N (-r 1(r I CA L,) 'cl I rATT`I��tzH 'C,' \K/IM -xm r Hc W . C->(l,5TIH6r F'05T- ANP G woop F �;Hc,6 d OVC-�LR6AL:> w < cu z ca :t_ FAVIH6r �-,),'t"�T I H 6r \XIALK- z 06 t-�OCT 6 0 0) c!) 0 NEPTUNEMALL W z 6. cu co co cn V S F-1 rl( Cr KAT I, CA U�. C\l CL < r1H. Crp-AV5 0- 6ALVACTSr.7 TF-f�e Grr-ATO mc 19-grIOV6 ALL, lz-U5T' AND PAVI�4c, Or-ic-K- 'A" PAJ 1,4 T F L.A-r 15 LAcr- Me I I'l 5-r-/2 coAi-,5) co y r r- I OIIIIIIIIIIIr' coHc)ze-re r-r,-TAIHW6r FZIP6r \W irH 00 LE 1:2 6 126M c--7 AT -4 6r 5 Of L, PLA�4TI t Q. WALK-\YJAy PAVEIV5 M P^CI-ep 12 M p 0, P� TAIHJH6r A-r H T DRAWING NO. OF 9 co to co Ln RROJ. NO. PEC111FICATIONS CEMER PARK — PHASE 2A q: H r,-A i�6�, :'V 'I l" L GENERAL- co A ON. DESCRIPTION- pMr3. site lighting and 31te, ejectri and trash drairAge' concrete Thit work incluin demolition;OWAIP-Mrk; PM. ng.grading and cal; benches 77 piaclo;planting and irription., trans rtation and other things �tod' equip 2. FUM13h Ml labor materials 3, Inent.0 po U. L..r required to coMplete'the work 3M�inon the draIwingis and as specifled. CO H C_ H L�A t7I6r� CIO U Cordipate.the work of all tradis. �r7 8. UALITY CQMTRQL Perform till Vork:to the best standards,of practice. All work is I (�r re sit the:C61ktrftt0r78ex I Unawqftble shall be repai tubjpq to Owner,3 appme or do VOrk. red or 7�, 1�)A,5�-ET \K/r—,AV 5 P^T 44 AT r E�H-FE�, - OF' iH ties havin "sM bi Mai nall necem y per, &STANDARI)5--Verform all vork in complibnDe with applicable requi rewnts "I TT jkb'VERIFICATION OF 1: ricating',�rork orord Di EMIONS, Betbre,layingea r ring A MA 01,ttot'JS.ftj*fo�ht Upo 6ftting di mensi irbr:p per�_jffitajlfiti Y n make or* ro 814; 'Ar fy of Cond, OnS P A 1 F N it! al read (6 A L,VA/T E�t2 report any discrepancies f6und in Ahe Trite,, uremenu n tt*,ftongs� tit Le pe Architect fbr torrection priorlMrpioceedingswitht work. (n r Ut L 1XISTIM IN STRILTURES Locate all.underground utilities and:protect ILITIESM0 I H p5oH P z romU 'and 34i ag 3truct Or pay f6rAkll data MO&t6, the cd M U) > e,0 C) w -UP AND 'IMIJ TA 6 K_C-1 pnerated: by Re froth, site :81jr trash 4 F. CLEAN fflqLALI. . muft construction work daily or is directed 6 tbe.0w' r 7 Y E' r— , , . : �G. GQ& WEE: Guarantee that 'work �will -be free of defetts and, remaii in *M 0 1 re condition fbr.,one:' r frOM date:of fiMl am pce,ftept: as�.prorA&d Pill 13CA L E� V imthe Specifications for.,planting.'Ddring this period any item or opeie0ok 5AW OUT- A'T,. b ft.+vill :be promptly 'rep1wed ,or"'corrected'An the 'mannOr originally d�at we"Itional ant to the Oviar. ftftt3 ill ,tr i net twe term] wftr H ck, H z > 0 LU W, 3: PQ U z o- > 4 t9 e; U W 0 13AN W z TH 7001-:= U) z D D �2 U A. MTERIALS.- �XrAH,�710�4�r J01HT H T-1 H J.) Portland Ument-MM 150,Type I owiml:wight aggre SIA VAC;-E;P CWU annp%*,� C1 UIM%d,P"M6Md an �than repte. Size or,not A M AXL �1 FAC T Un f 113 the3lab depth,� nor 314 of the clear (Y A�/ OAH 17 COU fz S e, PKI ng betMnr M U%M bftr$. in 4, Ai t Ent iniogAdmbftiv. ASIM260' < tWater-Reduct ng&3et controladmixturo:AWMC494 < A- A 0 6. 0*9 Un'k concrete: MTM94 A A PATT F�' le H 6 A N 7. Wel&d Wire fablic -oil W 0 /ell :0. MWmed"pston joint filler- ASTMDI 751 ASTMDl 752.,Type 11. t),C.A 1,F 7- CO) (r 116TALLATIOII A 0 I H L 4C, '�j A 1. All 60crete aid p4J. compressive 3tregnth at, with 3:grout to be tj F:,ACTr mom slump of 4inchft.:Submit a terfificift from.Concrete 30ppjje that tjj coacme tt Z 0.requi rements of AST C9 P, Cn 2. no and Placing,Concrete:,-Cowtrwt form co Ving vith Ix 3.47 Place rMM reinto Mmtht as n ndIreW wd MOM bi Co it% Reinforcing _nP ne Stj*j linttuter :Pjwe0ncre%6amplyingvithACl 304. fitd3h: .:PrtMft f h, 3h W Uj A ft r : �L' . ." :, L _:. ,1 11 . I -14ALT FAV 1�4 A�5r ul form fint on fbrmed concrete �suffqco tot Uj s Urfaces. 7- UjL* ""410 V1 and a broom finish fm till 0*" �C. z 1, F,% *jRS 11 BRIC' TYP 3T F- t�_ T L�3t)z PE�TA) L ICAL 5 CALF- I I PAT �Fr- H4�)A. HAMM& z 1/4*,"Ya o Prr Aded by oWner 5�T E 13A P 0 CO H,C wdsti hg street b Ck,4"k 9 x 3 n �Z 11- 1 IWALIATION:;' and ja t F-move Y, Irs.i it I"w! h dmA -UHNIrH w H P FATT E C 7 BRI K PAVERS AT 'A6 ie�,r r--T- H E�Au r-.r-. rAN/r, -1� Vr MAY'. 11 15A J_A t2 0 0 J%. MURIALS �SiZ6 40 _8")t tawd Brick: ntity: 2,-0:000 Units 0, Pm-Adbd,bjIij4ner.'.Contact JeentA Fletcher,,jecksonAlle FL 9(4124&;13769. I/e 0 f1 rlp,6 M r _X 2 -size I hteribte M.ftd True ftver-Rich L 2..'. tiller Brick. F 111 C*ItArl� 114%COW: *32-2,P, r 66141" Cash Building J�k6riaj Co. lacksonville,FL. Ct Is-665l Jj6Tj&tATj0M: Wt y paversIn"T*ace h the dri%n 4 EPT# .5 CIA L.a ,Vr EK8 TRAM R M I T!.'T.- B Es ND A -URL , M ALS.- -4r T_ t�> C04 c eAL,EV qon�h_ CIO O*n C�ojlettion�:eatat 6z A6 _5t�> 00 CHOR - 2372;7.4 to i; T Nola 15 00,&f?-A 12 e 6 PE-_ CUr e*rjor IMM*1011 Finish 1, r PM Black' 2. Trwh Nrk 611wfiou 0%log F% ..... .. y400d vith oil ttkt to"be pri med and n Black Emol; Ud co M 0 I C �V rJ81 M hes 'JIM CojktactL \VA L V [�TA I L am �Manuwd, M 'by 1 .L r I I rep 6006 nUe; Whonville, Y1A T 1 1 A 'A �H P, t3 il 6 .90417:33-�,84", 7 ftt furtl*rL I IntbraMi 0. JIMA[" VION, be k' and L -trash twepW afacturer's per man 9 F�, XILEUFRICAL: A. ft: -SR, 175 W t*tal Jhj h 1_�5pg 1 C-Y-, V/161 Strnberg; Old Town A850 ift US co AUX reflector and 1�"Fpf"f,alfMI11*1 n 1004, 1-i-i A[_Y 4P 0 1 Ct Id 31n -ba'fintrarm enr,%* 'T at Cz _1�1 :C .A I 51LZH 4942. ftj,964n.' I C K- or W4 I T2 AN� ��A7L -A AVI IlM 3. -,E Kt A 11.no NON CU and;eo& C rjor waterormf outlets. AH 15 1 ON Q. F a i r 4P I I I -mutt afindar . 'ji - j,, r" L" L' ' L' L- re., JOMC" ' - - I,6% FXP COMP e do and-moter. Tl*L3trj*trn"n0 4istm,.4 Cijaidared j 0 1 H and rar a MW jitte tj L Provide,rjMM eM n ier rror service - - _ , , gra .: I ICU d. ry So 00 badt I erd f P!* 0,drawinp uivr:Sr 1 q M_ 11w.1VptM z & 0[4 C C 0 L) -,r U FAI C"C r \Y1 A Ott.,' C;r C)I A L z 0 DRAWING NO. U J�V 1�7 0 H L A LM LL -5 C E, Y4 Ui 4 00 0 OF 9 co to PROJ. NO. D Z