The URL can be used to link to this page

Home My WebLink AboutDrawingsN, COLLEGE SF ATIO•N f E[llrgl FNTFP COLLEGE STATION MEDICAL CENTER ZONING C-1 o D L & LINE LEGEND ! 8. FIRE FLOW FOR THIS 39,027 SF TYPE II -B BUILDING IS 4,250 GPM FROM 4 FIRE -o- 12'-0" 2'-6" (T'YP) FENCE r' i' WOOD PRIVACY I -UE- UNDERGR 6" -OHE- OVERHEAD ELEC. LINE -a"w- 8" WATER LINE -12"w- 12" WATE LINE -8"ss- 8" SEWER LINE 0 I------- LE ----I LIGHT POL UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE TO THE BACK OF CURB OR EDGE OF t GUY WIRE ANCHOR #4 BAR OLS,, 'SIGN CURB Fa --1 Dcv S-0" (MIN) I VALVE CLEAR I�ZONE WATER VA VE del TAPPING SLEEVE .& VALVE ® wM ONTINEPT UDO SECTION 7.9.17.1. AS IT IS APPROXIMATELY 1,000 SF IN AREA AND CONTAINS ®EM Vx METER ®GM GAS METE j O MH MANHOLE !I oc,o. CLEANOUTI MAINTENANCE OF THE PROPOSED PRIVATE ACCESS EASEMENTS IS THE RESPONSIBLE OF HRU JUNCTION BOX 3"R AREA ,INLET STATION. _61H FIRE HYD ANT ® TP %I it I BUILDING SDETBACK LINE EXPANSION JOINTS - - - PROPERTY LINE - - - ' LINE 180 65 16 l' I 395 360 CURB DETAIL NOTES: 17 Interior 6 180 o CD End 435 180 „ 4-6(TYP) 19 Double End 543 360 183 20 Double Interior 412 360 52 - _21 DoubleEnH_ 448 360_ 22 Interior 185 1. EXPANSION JOINTS: 60' MAX SPACING AND AT ALL POINTS, PT`S, AND PCS.{„�,•yyb RADIUS 2 a CONCRETE 1911 N 11 Summary: TOTAL END ISLAND REQUIRED= 4,320 SF TOTAL END ISLAND PROPOSED = 5,842 SF EXCESS END ISLAND PROPOSED= 1,522 SF TOTAL INTERIOR ISLAND REQUIRED = 1,620 SF 2. CONTRACTION JOINTS: 10' MAX SPACING. EXCESS INTERIOR ISLAND PROPOSED= -37 SF ... PAVEMENT ;' 3. THESE ARE CITY MINIMUMS. SEE GEOTECHNICAL REPORT FOR v .'` TYPICAL BIKE i '� I;L•v�it,'tis•'• PROJECT RECOMMENDATIONS. Iw., a Wii; ,:.•4r, •• 4. TUBING i ! ..:,e. «. �+ ,r.•. #4 BARS - I, ® 16" OCEW ' I (3582/295 Oki) ! 3 6" THICK LIME-JPRIME STABILIZED SUBGRADE REINFORCED & PAINT RACK � Ii I (2' BEYOND BACK OF CURB) CONCRETE BLACK IN COLOR I I 6" RAISED CURB DETAIL ! 3 1.9"O STEEL TUBING I' � % ! MOUNT TO CONCRETE \. N SURFACE W/4 -GALVANIZED _ � 1 ` ! BLDG ntlrtltlnwtrutttutJtutrtrtttlltt/ttntrt/tttlnitttluntntt7nitttt/nnttrtr C04C EX 8" SANITARY J -BOLTS 8'X3' STEEL PLATE. SEWER UNE WELDED TO RACK N� _8„ss 8„ss all ^.�_" '-__ Ex 41).PVC .ems.-. "`• �_ ... , SS \ CITY STANDARD BIKE RACK DETAIL y SYMB D L & LINE LEGEND , 6S$ 8. FIRE FLOW FOR THIS 39,027 SF TYPE II -B BUILDING IS 4,250 GPM FROM 4 FIRE -o- CHAIN LIN< FENCE -0-- WOOD PRIVACY FENCE -UE- UNDERGR UND ELEC. LINE -OHE- OVERHEAD ELEC. LINE -a"w- 8" WATER LINE -12"w- 12" WATE LINE -8"ss- 8" SEWER LINE 0 POWER P LE ;4 LIGHT POL UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE TO THE BACK OF CURB OR EDGE OF t GUY WIRE ANCHOR a 'SIGN (AT BACK OF CURB) AND ALL DRIVE AISLES ARE 26'-0' WIDE (BACK OF CURB TO Fa --1 Dcv DOUBLE CHECK I VALVE 0 wv WATER VA VE del TAPPING SLEEVE .& VALVE ® wM WATER METER UDO SECTION 7.9.17.1. AS IT IS APPROXIMATELY 1,000 SF IN AREA AND CONTAINS ®EM ELECTRICAL METER ®GM GAS METE j O MH MANHOLE !I oc,o. CLEANOUTI MAINTENANCE OF THE PROPOSED PRIVATE ACCESS EASEMENTS IS THE RESPONSIBLE OF M JB JUNCTION BOX ® AI AREA ,INLET STATION. _61H FIRE HYD ANT ® TP TELEPHON PEDESTAL 360 BUILDING SDETBACK LINE End - - - PROPERTY LINE - - - EASEMENT LINE WATERLINE 15' PUE dt AE I � S i S 1i IVOL 3582 - , PG. 295 P 0 RBC S / SS\ ----------------<.--- - i �� e e . e e ee�e� e e I a^tni-- -8,•w ---=-18 w -8"wa-8� W -- I - - / `r. / i N '----_HELIPAD REMOVE EX HEADWALL & EXTEND LOT 6 DOUBLE BARREL 18°0 STORM SEWER I ! COLLEGE STATION PIPES UNDER PROPOSED DRIVE. j HOSPITAL L.P. I / / CONTRACTOR TO MATCH GRADE &SLOPE I ZONING PDD 6 WIDE GRANITE FINES / JOGGING PATH OF EX PIPES & CONSTRUCT NEW : ; i (3 20 P.U.E. (3562/295 oPRBC) SEE DETAIL ON SHEET C3.1 6 WIDE CONCRETE SIDEWALK I _ yy HEADWALL PER D3-01 SEE SHEET C1.4 / r LOT 5 / COLLEGE STATION / HOSPITAL L.P. VOL 3582, PG. 95 : PROPOSED 10 IMIDE PAE / / s p I PHASE BOUNDARY ZONING PDD / 192,167 SF CONSIDERED 6' WIDE CONCRETE AMBULATORY ( RAMP APPROACH, BOTH SIDES FOR LANDSCAPE CALCULATIONS) PROPOSED 46' I r� EXISTING b ! I I 7.5 BUILDING SETBACK WIDE PRAE I :.... ! ? HELIPAD V - - - - - - _ -- -- b I ! m ' ` /I °- ' ELE�'��°1O - CITY SITE PLAN NOTES: d`�� 20.00 24.0(1 20.00 , 1. THIS DEVELOPMENT IS CONSIDERED ONE BUILDING PLOT OF 150,000SF OR GREATER WITH / R25.00 i �Q•0 - I - ___- I`:' ,� ��''�. THE COLLEGE STATION MEDICAL CENTER DEVELOPMENT AND IS NOT LOCATED IN AN /// �• I i FIRELANEm FlRELANE FIRELANE % IMPACT FEE AREA WITHIN THE CITY OF COLLEGE STATION, BRAZOS COUNTY, TEXAS. / (N 8.00 FlRELANE I �m FIRELANE 8.00 1 �: ��_� FlRELANE R35 ;: N�C�U1 D 2. THE SUBJECT PROPERTY IS ZONED POD, PLANNED DEVELOPMENT DISTRICT, W11H A BASE //// SRF(, Lu a R4 m- E ZONING OF C-1 GENERAL COMMERCIAL, PER ORDINANCE 2011-3359. SPECIAL //// IVF � I - e e �*' - - e e e I r e e e e e e "'" a "" ® + PROVISIONS FOR LOT 7 ARE AS FOLLOWS //// �., R30 I / FjR 30.00 �"��R I3 I 4.00 R10 14.00 II R10 14.00 R35 L� t•2` A. MINIMUM PARKING RATIO OF 1 SPACE PER 250SF FOR HEALTH CLUB AND MEDICAL i, R25.0�UyF. - R35 I N _ R28 c �0 R35 CLINIC USES. I I .. ' R^ m X00 '� 8.00 B. THE NUMBER OF ARCHITECTURAL ELEMENTS REQUIRED ON THE NORTH, SOUTH ANO �'^�, chR I 5 PA ES 2 ( 3 51 -' , - 4 5 6 25.00 ,()`�' �`?! n��* I 1 _ - 14 SP CE (9 18 1 7 9 SP�CEJ (9 X18)=8 PROPOSED 25 WIDE PAE WEST FACADES WAS REDUCED TO ONE ELEMENT PER 60 FEET S > i `�^��• I 9 X 8) 46 m '1 . I` C. ONE FREESTANDING SIGN OF NO GREATER THAN 120SF AND MAXIMUM HEIGHT OF 20 8S f/ / R35 ! R5 RS - %' ' ` FlRELANE R10 R5 / ITA FIRELANE �' \`8'.lSS,i f,'` l��e� /' I 26.00 ■ m' BICYCLE RACK 26.00 26.00 Flgy 8% 6'¢ 6' WIDE PEDESTRIAN D. TREE WELLS ARE NOT REQUIRED ALONG THE FACADE FACING A PUBLIC _ � 8'� �' R5 'r"i FlR�E / ' ' CROSSWALKEVEN RIGHT-OF-WAY. ��\: 'SS' I I FlRELANE 7 � 'A' C \ 15 BUILDING x 21 2k• Oc SP CE R27rs'. P I E. THE PROPOSED BUILDING MAY UTILIZE UP TO 24% ARCHITECTURAL METAL ON THE 5y SETBACK T m 16 (X1 )= 7' 1 :,. R40 ``14 SP 6918- + H C= 39 13 `.��, I R25.00%jo WEST AND EAST FACADES / rn I I ? - ,,. �., I ; ' r ,S _ \ ..:; :::.:•:.:�.•'8' • '`� 5 BUILDING SETBACK r :,(DE�ItAiK~ ISOLATION VALVE � r C - c^ 3. ACCORDING TO COMMUNITY PANEL N0. 48041CO205C OF THE FEDERAL EMERGENCY II I MANAGEMENT AGENCYS FLOOD INSURANCE RAZE MAPS FOR BRAZOS COUNTY, TEXAS, " - v 11 � .-. 1-2 DOMESTIC WATER METER EFFECTIVE DATE JULY 199 THE SUBJECT TRACT IS SITUATED WITHIN UNSHADED ZONE / o - I I a ^ F - �'.::.' Q ,. BERMS OF PARKING LOT a / " 'a m ' N -- (n r N I pQ > - tea. ,7' a „_ ...., SCREENING PER UDO SECTION 7CL .9.17.4 X DEFINED AS AREAS DETERMINED TO BE OUTSIDE THE 500 -YEAR FLOOD PLAIN. - : x ?< c _: k h m NEW �, 1 1 1 2 IRRIGATION WATER METER a .. ,. , �._a � .-z��.,,� __ � , . �: � , •, � . --F__ _- _. .,. � _..... � .. ,��,. _ . �. _ per' o _ _ w os 6 w «- - / ... in ,. _ . ,..DESIGNATED,LAZA .:.,� . , .., .r�a rx � ,.,. r .�... , .. :.: � ..,. :.. .... �* C NSTRUCTED PE LANG�APE PLAN .. � WETH DOUBLE CHECK ;VALVE I N a� .. � ti �... .. . _P„ -.. , - �..., � ,. d., . , . t , ,. , : ., TO BE 0 R , e. ? s _ - _;:_,. �.. �. s ,- 4. ALL ROOF AND GROUND MOUNTED MECHANICAL EQUIPMENT SHALL BE SCREENED FROM m V I..., ., ' .. +`.. T ., _.. z :.t.,:.. k#S •?.. i.Lhr 2,., ..iti.. ..... ........:: 3`,�-417 _ ,.. AREA:,.SEE�,NOTE �11. � < _ ,..0 �1 ,.., s,. ,. . ,�. $IMLE�STORK PORRON . '�"�"''.�.°.• VIEW OR ISOLATED SO AS NOT TO BE VISIBLE FROM ANY PUBLIC RIGHT OF WAY OR � ; � � � / N, , .._: � I I ,,_ � k s . r ; N- � I l r , Ix- �. ,.�; a 3:; 3 1xx� '' a RESIDENTIAL DISTRICT WITHIN 150 OF THE SUBJECT LOT, MEASURED FROM A POINT FIVE % �. % q r u FEET ABOVE GRADE. SUCH SCREENING SHALL BE COORDINATED WITH THE BUILDING M '-, � s rs ARCHITECTURE AND SCALE TO MAINTAIN A UNIFIED APPEARANCE. EX 8 PVC / % b� I t, i _ r as is � E r +.�.. S k. s c'l=.�r�+,,.',s"�t�"s1•�Sv,-'S.'�z. �r� �''. 2 + �V i � a i WATERLINE ` r .. ir! - a i . r. i '7:t t .+„ .r_ r~ti r3 S,;• x 3 w' n r ?..'�:. 5. EXTERIOR BUILDING AND SITE LIGHTING WILL MEET THE STANDARDS OF SECTION 7.10 OF / - �,-: �� a�.s. �:F., �� _ . '•, 1 -- -- - -' - - � ,.,.. eras " . a s�' , s r•�"s tz � % a THE UNIFIED DEVELOPMENT ORDINANCE. THE LIGHT SOURCE SHALL NOT PROJECT = BELOW AN OPAQUE HOUSING AND NO FIXTURE SHALL DIRECTLY PROJECT UG14T , / f / / ;' ; HORIZONTALLY FIXTURES WILL BE MOUNTED IN SUCH A MEANS THAT THE PROJECTED -8"1 ,r. -s"w s w I m 8"w .i ,, 01 CONE OF LIGHT DOES NOT CROSS THE PROPERTY UNE-sfro�-s"w'srty 8';wI 12-str>� 0 6. 100% COVERAGE OF GROUNDCOVER, DECORATIVE PAVING, DECORATIVE ROCK (NOT - a. LOOSE), OR A PERENNIAL GRASS IS REQUIRED IN PARKING LOT ISLANDS, SWALES, AND / 4! J i= DRAINAGE AREAS, THE PARKING LOT SETBACK, RIGHT OF WAY, AND ADJACENT D( 26' P,U,E./- �' PROPERTY DISTURBED DURING CONSTRUCTION. (959/795 OBRBC�' w 7. THIS SITE IS LOCATED IN AN AREA OF THE UCK CREEK WATERSHED THAT HAS BEEN N DETERMINED TO REQUIRE DETENTION PER THE B/CS UNIFIED STORM WATER DESIGN GUIDELINES. STORM WATER DETENTION WILL BE ACCOMPLISHED BY MEANS OF THE cn EXISTING B/CS HEART DETENTION FACILITY AND MODIFICATIONS TO THE EXISTING o COLLEGE STATION MEDICAL CENTER DETENTION FACILITY. / IPROPOSED 15' WIDE PUE 6" PUBLIC WATERLINE AWWA C900 CLASS 200 PVC SEE SHEET f%9 I 'RIVATE STORM SEWER, TYP :E SHEET C1.2 26.00 rn o,co II I I; =1 I N a 'Gof c IS m W U v mv�� t. - I I fl, � CA 26.00 8 `O� u 19 � W R83`T �. 3W 6W v�4 3W 6W 3W ATER DEMAND I , 6S$ 8. FIRE FLOW FOR THIS 39,027 SF TYPE II -B BUILDING IS 4,250 GPM FROM 4 FIRE (n C/) PM (gpm) HYDRANTS. THE PROPOSED BUILDING WILL BE SPRINKLED, THEREBY ALLOWING A 50% AVERAGE (gpm) REDUCTION IN REQUIRED FIRE FLOW RESULTING IN MINIMUM REQUIRED FIRE FLOW OF TOTAL REQUIRED ............................ ............................... NEWER DEMAND 2,125 GPM FROM 2 FIRE HYDRANTS. i MAXIM 9. ALL FIRE SUPPRESSION LINES SHALL HAVE A LOCKABLE UD ON THE CITYS ISOLATION TOTAL REQUIRED SPACES............ ............................ REQUIRED HANDICAP SPACES (151-200 VALVE. THE LOCKABLE UD SHALL, AT A MINIMUM, SUPPLY THE EQUIVALENT PROTECTION 6 ! AS THE AMPRO USA, LL562 LOCKING LID. ALTERNATE LOCKABLE UDS SHALL BE e,yam_. o ! APPROVED BY THE COLLEGE STATION UTILITIES DIRECTOR OR HIS DESIGNEE. 4 REGULAR SPACES ........................... .......�..' ..................... ......... 163 10. UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE TO THE BACK OF CURB OR EDGE OF t REGULAR HANDICAP SPACES ................. PAVEMENT, WHICHEVER IS APPLICABLE. ALL RADIUS LENGTHS FOR CURBS ARE X-0" a TOTAL PROPOSED ....................................... (AT BACK OF CURB) AND ALL DRIVE AISLES ARE 26'-0' WIDE (BACK OF CURB TO .... 169 360 BACK OF CURB), UNLESS OTHERWISE NOTED. m Double End 309 E 11. THE FRONT ENTRY WAY TO THIS PROPOSED BUILDING SATISFIES THE REQUIREMENTS OF Interior(McingROW) 320 UDO SECTION 7.9.17.1. AS IT IS APPROXIMATELY 1,000 SF IN AREA AND CONTAINS -40 9 SEATING COMPONENTS, STRUCTURAL SHADING, AND DECORATIVE LANDSCAPE PAVING.`r 310 360 -50 00 12. ALL SIGNS ARE TO BE PERMITTED SEPARATELY. 180 13. MAINTENANCE OF THE PROPOSED PRIVATE ACCESS EASEMENTS IS THE RESPONSIBLE OF o 246 THE PARTIES OF THAT PRIVATE ACCESS EASEMENTS AND NOT THE CITY OF COLLEGE 66 12 STATION. 'RIVATE STORM SEWER, TYP :E SHEET C1.2 26.00 rn o,co II I I; =1 I N a 'Gof c IS m W U v mv�� t. - I I fl, � CA 26.00 8 `O� u 19 � W R83`T �. 3W 6W v�4 3W 6W 3W y REMOTE FDC 6" PRIVATE SANITARY SEWER LINE 24.00' WIDE - SEE SHEET C1.4 FOR DETAILS DRIVE AISLE ........... LOT 8 BCS HEART ZONING C-1 I iii FIRELANE m 7.5' BUILDING -`SETBACK _, 1� II FIRELANE 3" DOMESTIC WATER LINE R30 24.00 PROPOSED 25' WIDE PAE R30 PROPOSED 15' 9 �= I" WIDE PUE / cb ! 6" PUBLIC WATERLINE AWWA C900 CLASS 200 PVC SEE SHEET C2.1 FOR DETAILS • � :. ii 1 ! r it i J / EX 8" PVC WATERLINE t rl I � t EX 20' P.U.E. '� J (3582/295 OP 6C)�,' / ATER DEMAND I , 6S$ A I; 0 (n C/) PM (gpm) 1 125 AVERAGE (gpm) 30 TOTAL REQUIRED ............................ ............................... NEWER DEMAND ......... 156 MAXIM EX 8• C SANITARY cn 1- - I SEWER LINE �I i TOTAL REQUIRED SPACES............ ............................ REQUIRED HANDICAP SPACES (151-200 ............ 6 ! cn Ij - 1 ! 00 III y REMOTE FDC 6" PRIVATE SANITARY SEWER LINE 24.00' WIDE - SEE SHEET C1.4 FOR DETAILS DRIVE AISLE ........... LOT 8 BCS HEART ZONING C-1 I iii FIRELANE m 7.5' BUILDING -`SETBACK _, 1� II FIRELANE 3" DOMESTIC WATER LINE R30 24.00 PROPOSED 25' WIDE PAE R30 PROPOSED 15' 9 �= I" WIDE PUE / cb ! 6" PUBLIC WATERLINE AWWA C900 CLASS 200 PVC SEE SHEET C2.1 FOR DETAILS • � :. ii 1 ! r it i J / EX 8" PVC WATERLINE t rl I � t EX 20' P.U.E. '� J (3582/295 OP 6C)�,' / PARKING ANAL"ISIS: ATER DEMAND I MINIM M (gpm) I; 0 MAXIM PM (gpm) 1 125 AVERAGE (gpm) 30 TOTAL REQUIRED ............................ ............................... NEWER DEMAND ......... 156 MAXIM 1 M (gpd) 11 45,000 PARKING ANAL"ISIS: - Proposed Parking Island Square Footage Analysis REQUIRED: Proposed Required ORDINANCE (PER PDD ZONING) .............. ...................... 1SP/250SF 39,027SF @ 1SP/250SF................................................................. Size (sQ 156 TOTAL REQUIRED ............................ ............................... Double End ......... 156 HANDICAP PARKING REQUIREMENTS: r 15 156 TOTAL REQUIRED SPACES............ ............................ REQUIRED HANDICAP SPACES (151-200 ............ 6 REQUIRED VAN ACCESSIBLE (1 PER 8) .. ..................................... 1 PROPOSED: 89 4 REGULAR SPACES ........................... .......�..' ..................... ......... 163 VAN ACCESSIBLE HANDICAP SPACES.. I .....................� ............ 2 REGULAR HANDICAP SPACES ................. ........... . 4 TOTAL PROPOSED ....................................... ......... .........'I .... 169 0' 40' 80' Aerofit Wellness Center - Proposed Parking Island Square Footage Analysis Proposed Required Island Description Sizes Size (sQ Excess SP 1 Double End 375 360 15 2 End 320 180 140 3 End 269 180 89 4 End 212 180 32 5 End 211 180 31 6 Double End 555 360 195 7 Double End 309 360 -51 8 Interior(McingROW) 320 360 -40 9 Interior(tncingROw) 310 360 -50 10 End 300 180 120 11 End 246 180 66 12 Interior 180 180 0 13 Double End 500 360 140 14 End 288 180 -108 15 End 245 180 65 16 Double End 395 360 35 17 Interior 176 180 -4 18 End 435 180 255 19 Double End 543 360 183 20 Double Interior 412 360 52 - _21 DoubleEnH_ 448 360_ 22 Interior 185 180 5 23 End 1911 1801 11 Summary: TOTAL END ISLAND REQUIRED= 4,320 SF TOTAL END ISLAND PROPOSED = 5,842 SF EXCESS END ISLAND PROPOSED= 1,522 SF TOTAL INTERIOR ISLAND REQUIRED = 1,620 SF TOTAL INTERIOR ISLAND PROPOSED = 1,583 SF EXCESS INTERIOR ISLAND PROPOSED= -37 SF S0 •' 9 M4 1 cm I I I I •' • P, LOT 7, BLOCK 3 L.O. BALL MEMORIAL SUBDIVISION, PHASE 2 3526 LONGMIRE DRIVE COLLEGE STATION, TEXAS 77845 P WITH C-1 BASE ZONED: DD ( ) 0 ER: COLLEGE STATION HOSPITAL, L.P. 1604 ROCK PRAIRIE RD. .COLLEGE STATION, TX., 77845 ELOPER: NEW MILLENNIUM FITNESS CORP, LTD 1900 WEST VILLA MARIA BRYAN, TEXAS 77807 AEROFIT WELLNESS CENTER AT COLLEGE STATION MEDICAL CENTER CITY SITE PLAN r J 0 N ES & CA RTE R,INC. r ENGINEERS•PLANNERS•SURVEYORS Texas Board of Professional Engineers Registration No. F-439 1716 Briarcrest Drive, Ste. 160, Bryan, Texas 77802 (979) 731-8000 SCALE: AS NOTED DGN. BY: AJB DATE: AS NOTED DWN. BY: JGA JOB NO. C0007-001 DWG. NO. SUBMITTED: -- SURV. BY: -- -NX \\ ADAM J, BRUMBAUGH � ............................ ••• 108506•• • • ��o,� • S SHEET NO. 30/2012 C1.1 / t � 4 ! ianritib � ��► Bld S30111,836_L'N3hld0l3A3G o c Avw NVf' 110 ,,i U92-92 L-6) 6 9-',,0 1 1 V I CM11PIC AFi;qllC)r) 5dolleuodion sseul!.4 a NW11111IF 099'L L :C13S0d08d SiNlOd 14101 999'L L :038=38 SiNlOd W101 (1:D311HONV 39. VOSCINVI *038 A C13NVd3Nd SNVId) Sid LLV0 L = 0*219 L I — Z*029 L L %0 1 SS31 Sid Z*029LL = Z X L*99LG Sid 1*99LG = 02 X LL*Z6L LL76L = OWL / L9L'M V3NV 311S JO JS L9 L'Z6 L :V38V 103rOdd 83d SiNl0d S3381 AdONVO 6 = (9Z/,2LZ) Sid SLZ'l = Sid 002 X (09/,2LZ) :3dVOS13381S Wiivinoivo 1N10d 3dVOS(INVI 099, 1 L :1v101 NME 099, 1 L :lviol ,in0A00NA, VS021 OOZL 021V 01 Ivo 9 3SO8 inONOONN 2v VOIGNI SISd3103HdVd OU OL I V!D 9 NNOHiMVH NVIONI O Z2 VNVN, V180iliNOA X3111 09z OL Ivo 9 010H NOdnw, jdvma p IRZ 0919Z. s8mHS — ADI INVId JlViOl Sid DY&L 9111199101` xo�9NIDOOr OC AAAH elBIS SMZ ---------- ___s n i 1 f !s Qr z r021�,t� Gdeospoe-1 sexaj —ONIAVJ ZIADNOD j, VOIGNI VIN30iS830VI ot, ld ffSL 31INAN 3dv?jo zz 0 VNVINIONIA sno83no 002 •AVO 3AII og L *V3 Sid VNVINIONIA snO83no ( AVO 3AII k LL S3381 — k3A INVId .1 0� - ---------- / ' ' -- _CljNIVL_-_j'c�. _191 01 7, _Q (JIG A-1,13 0 -V al -J, -,( DIG 0 L%� I �trAvl 119(2 ,7,:77T/, (11N)VITA I'Q 01 -0 0 In Ul r -I 'M(] 2Z A110H uodnDA 0 !DNIIVIG C), ti NN\ C 7 N.lVA,,`lNsAsa NOD lo_._o_o ic; ij\c-,"DNOD L--LLLLLIIJ 0 of JdFIJ_ 0- (cig-L) QN)iIiiV1,1 (E=9NIAVJ 9NUG*Vc�!NO_ sini j\dni UJOq4MDH UD.lPUl — Z2 Nl(,):J_V/jlit l - I 100 - llf?l),A]JV13 ,_,_]',LCq - A,JONV:)-NON =i�n UMD-1 umol L u m 7 esoa 4no�oou>j 2Z 9so8 inoloouN oz L 0 jo \ \ \ } \( eg { 2 \\ R! / oZ, Pzm iy 90 yy m §\/ \\\ ? ee § / Lo W- ° :Lb g f z z \ A. /((\ \// I u r- k. § & M r*44 . ,, 7,1 § !!| /(: | V