Loading...
HomeMy WebLinkAboutDrawingsM0 i \ Q 46 SOUTH ETG. u, 'Nc �o Z� I �t S� 1 mm 1 � r n /y O • pplilON � � � p PS)9\10A < N N z� 1 o z� ti of SOU 134/44 1 1 � _.. B� K 2 � 1 7� 1 78 Om -ter 6 �. 7 rn ;......_ o� 1 N m s 1 1 \ D I i OODWAY I /��dTg / o LA AC� 1 GRAPHIC SCALE i z 'A lit0'<NG / 1 I •� l 1 I Cr) // / // 80 s /3 , a _ .o`...... i - , / / I ao 0 20 a0 �aK a SITE 6' MASONRY 297 /`�'� SCRE/ / o D .2 656,5..... PRQFOSED '1 X24 33 ) N 42' 298 / / / / � (IN FEET \MASONRY DUMPSTER = 1 inch = 40 ft. -^-- v o v, M ntm ! 299 0 1 o m ��� 0 URE / / / , . Z \ ENCL ' / PROPOSED- �2 X12 • 1 o j;i Ln s cv, \ / �• / MASONRY DUMPS / "... Z N 0> 8 v cn - ./- Q V ENCLOSURE /// �J�tc, NNfR z�r PROPOSED / NZ \ Zl f 15' P.U.E. -------� l i / 29 4X. MASONRY o WALL I/eo'/ // - - - „ w s21. _. » / / ' - - 6- PUBLIC WATER : / - - wM _ j ���/ / `i / / % ,• / /', i / ' / - GENERAL.. NOTES 6WA m / ' / BUILDING A j - / / / / ,� / / / 1. ACCORDING FEDERAL EMERGENCY MANAGEMENT AGENCY FIRM MAP NO. 10. FIRE LANE MAR <[, Gs 9 / / ISOLATION 5,909 SQ.FT THIS LAND CONTAINS AREAS DESIGNATED (B) (10) SUBSE 0 o I / VALVE FF=299.70 �' i / / / / / AS ZONE X F REVISED MARCH 29, 2007, 11, 100% COVERAGE:F / / 2. AS ZONE X FLOOD PLAIN. X O -� O giCYCLE HEIGHT= 29' i / / I ,/ / r / // BEARING SYSTEM SHOWN HEREON IS BASED ON GRID NORTH AS ESTABLISHED PE{EENIAL GGAS SE / 3. FROM GPS OBSERVATION. o , PA I / / DURING CONS U; TH 0 20' PUE \ ' I I / ' CI�RB FLUI y E / r' ' / / / 4. P.U.E. -PUBLIC UTILITY EASEMENT. / / / / / �� / i ' i 65. . SUB BUILDING SETBACK PROPERTYLISES PER CURRENTLTY ZONED COF -1. REDUCED STATION U.D.O. 12. IRRIGATION SYS REDUCED PRESS E i I �` / g� / ' / �' �/ 7. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXACT DEVICE, AND IN" Ll �3p" %' / 29� I / /� / / r 'Z / LOCATION OF ALL EXISTING UTILITIES, EITHER UNDERGROUND OR AERIAL, PRIOR TO 13. ALL BACK FLOWN; EV � '� � / � z Z - - CITY ORDINANCE' 3� See Creek Park �C�8ORN .T.S. L CONFORM TO ORDINANCE NO. 2529, CHAPTER 6, SECTION 1 S 0 THE CITY OF COLLEGE STATION CODE OF ORDINANCES. DC VER, DECORATIVE PAVING DECORATIVE ROCK, OR A !ED IN PARKING LOT ISLANDS, SWALES AND DRAINAGE AREAS, RGHTS-OF-WAY, AND ADJACENT PROPERTY DISTURBED I PROTECTED BY EITHER A PRESSURE VACUUM BREAKER, A PLE BACK FLOW DEVICE, OR A DOUBLE-CHECK BACK FLOW PER CITY ORDINANCE 2394. ALL BE INSTALLED AND TESTED UPON INSTALLATION AS PER o CONSTRUCTION. ; N N 8. CONSTRUCT ALL PARKING AND DRIVES AS PER DETAIL ST1-07 OF THE LATEST 14. ALL SOLID WAS CONTAI ERS ARE REQUIRED TO BE SCREENED FROM THE Sra"' Rc v ° / BUILDING -B - I 3'. I / I l� / B -CS STANDARD STREET DETAILS. V 29 I RIGHT-OF-WAY D ALL ADJACENT PROPERTIES BY A SIX FOOT HIGH OPAQUE SCREEN. RM - ' m 8,830 SQ.FT , - , O I 2 \ �1 1 ` 1 I / 9. ALL MECHANICAL EQUIPMENT SHALL BE SCREENED FROM VIEW OR ISOLATED SO AS 15. ALL SIGNS ARE RMNN SEPARATELY. i {w I Q l FF=300.50 L 1 9Q \\ \ � NOT TO BE VISIBLE FROM ANY PUBLIC RIGHT-OF-WAY OR RESIDENTIAL DISTRICT 16. ALL DIMENSIONS HOAR 'IRE TO THE FACE OF CURB UNLESS OTHERWISE NOTED. x , ® u , 1 HEIGHT= 2 \ \\ \\ \ \` WITHIN 150 FEET OF THE PERIMETER BOUNDARY OF THE SUBJECT LOT OR TRACT, 17. CURB RETURN 11 ARE 2.0' ITO FACE OF CURB UNLESS NOTED OTHERWISE. ° 2g9 E '9 0 - N �` \ \\ \ / MEASURED FROM A POINT FIVE (5) FEET ABOVE GRADE. SUCH SCREENING SHALL 18. EXTERIOR BUIL I AND SITE LIGHTING WILL MEET THE STANDARDS OF SECTION 7.10 OF M••�� ~ BE COORDINATED WITH THE BUILDING ARCHITECTURE, MATERIALS, COLORS AND THE UNIFlED D LOPMEN;T ORDINANCE. THE LIGHT SOURCE SHALL NOT PROJECT BELOW z R2 ' % _ \ \\ \ B APPEARANCE. AN OPAQUE HOU ING'AND NO FIXTURE SHALL DIRECTLY PROJECT LIGHT HORIZONTALLY. V 1 EXISTING ( 0 BUILDING / (o ' /, // \\\ \ \\ \ ` \ /. SCALE TO MAINTAIN A UNIFIED FIXTURES WILL IB MOI,INT,ED IN SUCH A MANNER THAT THE PROJECTED CONE OF LIGHT \ DOES NOT CROS. ANY P OPELLI LINE. O O m .° � � � �•� © 10 / ' \� �\ 19. LOT 1-R AND 2- R OF TH� WILLIAM BROOKE HUNTER ESATES ARE CONSIDERED ONE //cam' I \ BUILDING PLOT.' N \ \ \ 20. ALL PAVED ARE SHA HAVE 6" CUBS UNLESS OTHERWISE NOTED. O Pv �'/' P� 3 / o N0.4 BARS F' /% 9 4097.41 SQ.FT /' 20.00 j �,\\ \'\ ON 18" o.C.E.W. \ \ \ 28 DAYS co / o I 3,500 PSI CONCRETE 6' Pv 6x9 / ,, Q o, \ \ \ ( LEGEND ro - F ' BICYCL1 I ifl a'' °. <••• °' : ' 'a: - EXISTING WATER UNE GAS SGAS G. S /eE SPAD h Ln g8 a o o� I 11 I I ?O' PROPOSED 12'X12'/ i cs - EXISTING GAS LINE ' N vI ( ASONRY DUMPSTER O I TYP ' ��� 1 A I I I I I - `� /�",��`� \\` air EXISTING OVERHEAD POWER LINE o ( l R ( ) 8200 { I I ��,\1\ \,`��\ FL 20 j . I I 1 I \\\ EXISTING EASEMENT � 1 300 � ' • EX. 4" RVC 1NATER ' / 0 // 5' CURB FLUME o I �� i i I 1 -- EXISTING CONTOURS I O / I 1 TYPE A HYDRATED LIME S i AB{LIZED ! r"� I N o o rn j 1 1 I SUBGRADE. STABILIZED AT 6% PER 299 PROPOSED CONTOURS o _ _ a 1 _- - - cti n � _ _ _ F NCE ( _ __.DRY UNIT WEIGH?': COMPACT i V w ' / / O Q j / , / 1• 95,6 MAX DRY DENSITY AT 1%TO PROPOSED WATER LINE cn I I , / / +3% OF OPTIMUM MOISTURE Z �' / REQ• 29� / / / !• / - CONTENT PER STANDARD PROCTOR -- PROPOSED 6" SANITARY SEWER LINE h COMPACTION TEST ASTM D698. t PROPOSED EASEMENT O / z F > o ' / / , r :.$ O / ' / a EXISTING WATER VALVE o 2g WILLIAM BROOKE REGULAR DUTY CONCREEE SECTION o C° N , o I / , -I p HUNTER,,/ESTATES / j ;; I / / l LOT 1 -b- EXISTING FIRE HYDRANT o d 7 0 LOT 2R 16.362 ACRES , �:� PARKWAY CIRCLE N.T.S. D REOUIR'E m o I I 189.03 N Oj 0 O' 296.85 VOL./6/6088 688 PG. 137 / / ; - / 508/561 (PLAT) ® EXISTING WATER METER C3 +i' Q / / / /� - PARKWAY CIRCLE APARTMENTS, J 2 ' °o N / r / 0 ^,?O / / / ;' , ' / // / LTD. 0 PROPOSED MANHOLE ..�2, / � 3 e / M O O hrp / / / % ; // 1237/242 { i ( BUILDING C a0 / PROPOSED DOMESTIC WATER METER + $ EXISTING , -� 5 CUFB'FLUME x , BUILDING I 8,8 0 SQ.FT I / / FF= 98.50 I HEI HT=29' CK 6'x9 189.03, (TYP.) WATER DEMANDS GPM WATER METER SIZE SANITARY SEWER LOADING (GAL/DAY) O --R � v MAX BUILDING A T 10.6 30 1" CD BUILDING B 0.5 O 4 30 1" 1550 a cu 8.0 1 25 1" A IRRIGATION 1 1.0 15.0 1 20 0.75" Q � ABLE z�w �E° c 0 co i oa v� o CONSTRUCTION. ; N N 8. CONSTRUCT ALL PARKING AND DRIVES AS PER DETAIL ST1-07 OF THE LATEST 14. ALL SOLID WAS CONTAI ERS ARE REQUIRED TO BE SCREENED FROM THE Sra"' Rc v ° / BUILDING -B - I 3'. I / I l� / B -CS STANDARD STREET DETAILS. V 29 I RIGHT-OF-WAY D ALL ADJACENT PROPERTIES BY A SIX FOOT HIGH OPAQUE SCREEN. RM - ' m 8,830 SQ.FT , - , O I 2 \ �1 1 ` 1 I / 9. ALL MECHANICAL EQUIPMENT SHALL BE SCREENED FROM VIEW OR ISOLATED SO AS 15. ALL SIGNS ARE RMNN SEPARATELY. i {w I Q l FF=300.50 L 1 9Q \\ \ � NOT TO BE VISIBLE FROM ANY PUBLIC RIGHT-OF-WAY OR RESIDENTIAL DISTRICT 16. ALL DIMENSIONS HOAR 'IRE TO THE FACE OF CURB UNLESS OTHERWISE NOTED. x , ® u , 1 HEIGHT= 2 \ \\ \\ \ \` WITHIN 150 FEET OF THE PERIMETER BOUNDARY OF THE SUBJECT LOT OR TRACT, 17. CURB RETURN 11 ARE 2.0' ITO FACE OF CURB UNLESS NOTED OTHERWISE. ° 2g9 E '9 0 - N �` \ \\ \ / MEASURED FROM A POINT FIVE (5) FEET ABOVE GRADE. SUCH SCREENING SHALL 18. EXTERIOR BUIL I AND SITE LIGHTING WILL MEET THE STANDARDS OF SECTION 7.10 OF M••�� ~ BE COORDINATED WITH THE BUILDING ARCHITECTURE, MATERIALS, COLORS AND THE UNIFlED D LOPMEN;T ORDINANCE. THE LIGHT SOURCE SHALL NOT PROJECT BELOW z R2 ' % _ \ \\ \ B APPEARANCE. AN OPAQUE HOU ING'AND NO FIXTURE SHALL DIRECTLY PROJECT LIGHT HORIZONTALLY. V 1 EXISTING ( 0 BUILDING / (o ' /, // \\\ \ \\ \ ` \ /. SCALE TO MAINTAIN A UNIFIED FIXTURES WILL IB MOI,INT,ED IN SUCH A MANNER THAT THE PROJECTED CONE OF LIGHT \ DOES NOT CROS. ANY P OPELLI LINE. O O m .° � � � �•� © 10 / ' \� �\ 19. LOT 1-R AND 2- R OF TH� WILLIAM BROOKE HUNTER ESATES ARE CONSIDERED ONE //cam' I \ BUILDING PLOT.' N \ \ \ 20. ALL PAVED ARE SHA HAVE 6" CUBS UNLESS OTHERWISE NOTED. O Pv �'/' P� 3 / o N0.4 BARS F' /% 9 4097.41 SQ.FT /' 20.00 j �,\\ \'\ ON 18" o.C.E.W. \ \ \ 28 DAYS co / o I 3,500 PSI CONCRETE 6' Pv 6x9 / ,, Q o, \ \ \ ( LEGEND ro - F ' BICYCL1 I ifl a'' °. <••• °' : ' 'a: - EXISTING WATER UNE GAS SGAS G. S /eE SPAD h Ln g8 a o o� I 11 I I ?O' PROPOSED 12'X12'/ i cs - EXISTING GAS LINE ' N vI ( ASONRY DUMPSTER O I TYP ' ��� 1 A I I I I I - `� /�",��`� \\` air EXISTING OVERHEAD POWER LINE o ( l R ( ) 8200 { I I ��,\1\ \,`��\ FL 20 j . I I 1 I \\\ EXISTING EASEMENT � 1 300 � ' • EX. 4" RVC 1NATER ' / 0 // 5' CURB FLUME o I �� i i I 1 -- EXISTING CONTOURS I O / I 1 TYPE A HYDRATED LIME S i AB{LIZED ! r"� I N o o rn j 1 1 I SUBGRADE. STABILIZED AT 6% PER 299 PROPOSED CONTOURS o _ _ a 1 _- - - cti n � _ _ _ F NCE ( _ __.DRY UNIT WEIGH?': COMPACT i V w ' / / O Q j / , / 1• 95,6 MAX DRY DENSITY AT 1%TO PROPOSED WATER LINE cn I I , / / +3% OF OPTIMUM MOISTURE Z �' / REQ• 29� / / / !• / - CONTENT PER STANDARD PROCTOR -- PROPOSED 6" SANITARY SEWER LINE h COMPACTION TEST ASTM D698. t PROPOSED EASEMENT O / z F > o ' / / , r :.$ O / ' / a EXISTING WATER VALVE o 2g WILLIAM BROOKE REGULAR DUTY CONCREEE SECTION o C° N , o I / , -I p HUNTER,,/ESTATES / j ;; I / / l LOT 1 -b- EXISTING FIRE HYDRANT o d 7 0 LOT 2R 16.362 ACRES , �:� PARKWAY CIRCLE N.T.S. D REOUIR'E m o I I 189.03 N Oj 0 O' 296.85 VOL./6/6088 688 PG. 137 / / ; - / 508/561 (PLAT) ® EXISTING WATER METER C3 +i' Q / / / /� - PARKWAY CIRCLE APARTMENTS, J 2 ' °o N / r / 0 ^,?O / / / ;' , ' / // / LTD. 0 PROPOSED MANHOLE ..�2, / � 3 e / M O O hrp / / / % ; // 1237/242 { i ( BUILDING C a0 / PROPOSED DOMESTIC WATER METER + $ EXISTING , -� 5 CUFB'FLUME x , BUILDING I 8,8 0 SQ.FT I / / FF= 98.50 I HEI HT=29' CK 6'x9 189.03, (TYP.) -M-1 WATER DEMANDS GPM WATER METER SIZE SANITARY SEWER LOADING (GAL/DAY) MIN AVG. MAX BUILDING A 0.5 10.6 30 1" 1035 BUILDING B 0.5 10.6 30 1" 1550 BUILDING C 1 0.5 8.0 1 25 1" 1550 IRRIGATION 1 1.0 15.0 1 20 0.75" N/A -M-1 •rS F 0 cn PROPOSED IRRIGATION METER fir` o N a 0 m PROPOSED FIRE HYDRANT NOT ; :` �" xi ti ti o D PROPOSED TRANSFORMER ei c n A ca ca A d U ci !, A w SITE DATA 81 Imm ABLE FE / BICYCLE / Bayo J Z92� 76 7, 019 PAD +Fr 00' / / �' / / ! ZONING C-1 , II� /173 m / / r- i NOTES: C�� ? 0 L . x / N PROPOSED / / ` i / / 1. DOUBLE BACK HOLDS 4 BICYCLES. I / VA /0 18'x15' P.U.E i 297 / / / / / r / / ' / 2. FINISH TO BE WEATHER RESISTANT, BAKED -ON POWDER POLYMER COATING. PROPOSED USE RETAIL/OFFICE Q / / / / �, / /' 3. ANCHOR BACK TO CONCRETE WITH 3/8" X 2 1/2" WEDGE ANCHORS AND GROSS ACREAGI 6.326 AC. (275,560 Sq. Ft.) x� � ❑ ' TAMPER RESISTANT OR WELDED NUTS. (4 REQ'D) OR SET TUBING 12" BELOW A i PROPOSED , 5 I /• /o/ / / TOTAL DEVELOP D ACR GE 6.326 TOTAL ACREAGE��� w 18x15 2 / ti°� / �/ i GRADE IN 24" DEEP X 6" WIDE CONCRETE FOOTING. -0.82 AC. FEMA FLOODPLAIN w RCP / 9 I P.U.E. .S o��` N / 1 / ' / / 4. CONCRETE BASE MAY BE COVERED WITH DECOMPOSED GRANITE. 5.506 AC. TOTAL 3 A ` o� �, 5. PLACEMENT OF BICYCLE RACK SHALL BE CONVENIENT TO MAIN ENTRANCE ��a' / i l- �, S / / / / / / `-�`•'• ' • 5.506 AC. 239 841 S Ft. DEVELOPED \ ao / - -r ? 6 O, AND IN A HIGHLY VISIBLE AREA. { ' q' ) lo PARKING RATI 1 PER 250 SQ. FT. (RETAIL OR OFFICE) " 7t�A�L� ' o, / JJ / i 28 PARKING REQ ED: BUILDING A 5,909 5F = 24 *._ ' SSWR'' SS � :t,:t.�t .....,f. � •p�� EX. ;° `ti / / �� , � i / •. '�� °' .,"r.• � BUILDING B 8,830 SF = 36 REVIEW _° 5 CU B FLUME / / / ,� '3'MIN CLEARANCR 'BUILDING C 8 830 SF = 36 STORM ! ` / // / / 1 „ TOTAL REQUIRED PARKING = 96 1 X 2 RECTANGULAR/., FROM WALLS OR o /' R3_003� ,' ' / / / 1/40' 15" STEEL TUBING BASE. OBSTRUCTIONS �, / / j / / ' / THTC �TYP.) N 11 GAUGE BACK. SIDES TO PARKING PRO -R � _� tt w i / VI ED: 100 SPACES {INCL. 6 HANDICAP) / �n / / // / / ..._ 1 /8»' X 2" X 2" X HAVE 6' MIN CLEAR BUILDING ARE BUILDING A: 5,909 SQ FT TOTAL k �I F / / / N I _ N� 0'-2 ANCHOR AREA. I BUILDING B: 8,830 SQ FT TOTAL 0._ I I ' z / I / / BRACKETS W 1 2 BUILDING C: 8,830 SQ FT TOTAL NOV� �1 u'I v, / EXISTING / / Q / / / / " d 9 �o m W / a 1 I j / HOLE. WELD TO BASE.);, ..t..Y. t.n.,t..rs:.�:E,.;,.;, $ I I mac` L BUILDING N /""'�"' ': BUILDING ARE PER; SITE PLAN ` ` ' ''` „LLC .t IiilI c� / ' +•�';•� •- ";r`�= `�;�,"• (4 REQ'D) *:,,.,,.;,.:ti:.,.:a-a��4:t=:.,, 1" X 2" RECTANGULAR FOR "ANYTIME: flTNESS AT �� � ^0.� ��I a"VICES w I I / ( / d / / o' 1 �� / STEEL TUBING BASE. SOUTHWEST R SSING, ILOT .1 R 1-t / I Ij j v / / 1/8" X 2" X 2" X 0'-2" 11 GAUGE. WILLIAM BRO K HUNTE ESTATES: 23,400 SQ FT1 PLAT "'16 a' l �o i / / Q� // j j w ANCHOR BRACKETS W/ - ��� 1 /2" HOLE. WELD TO04 N ���TOTAL BUILDINGAREA: 46,969 SQ FT ...,, _ ..._ ._ ... _. �o°� /� „�: / BASE. (4 REQ'D) '(P�E�OF•TF �� , x / / / WOOD FENCE / / / / k d', BUILDING CONS UCTION TYPE IIB WITH FIRE SPRINKLER SYSTEM I \ (0 6 ••''•*+ PER LIDO SECTION 7.12.C.2 A TIA IS NOT REQUIRED o I / D- i I oo/ / // % 1� TRAFIC IMPACT E \ / 20 PUE �, �;, * t* j FOR THIS SITE. ` I 76271019 / // / BICYCLE RACK DETAIL ................................ ' moo} N.T.S. J. CHRIS HARRIS ' 23,569/1000*3.75 = 88.4 TRIPS IN THE PEAK HOUR w 30' I l.. / (o 50' ACCESS I / i -Q % /' .•n••na..................... $ ACCE / „ ESMT. / / % Q / / //+/ / I BACK OF CURB/EDGE c� � 94859 • OF SIDEWALK 24" • A ESM 1 I I / 6688/137 ` '' I /; l 827/74 I BUILDING SETB/�CK / 2° DOMESTIC �•.•'<� .. 5C I: V �! / / / I METER 6 15" �jNAL� w ( ' RSTOR/EXi _1/ L� - - - - - `- PROP. Z' DOMESTIC 36 CP������* • Cr PROP. 6' SUPPLY LINE 1/4"R NOTE: / o ° P \111 / . SIDEWALK \ \% / / WATER LINE I 3„ EXPANSION JOINTS IN / / S L T 2-R MLLI iH wM CURB & GUTTER SHALL \ \ / / 4 GATE VALVE S 54'20'3 413. ,i I �., � 28 -DAY CONCRETE � r i/4"R BE SPACED ATA i STRENGTH = 4000 psi MAXIMUM DISTANCE OF 6 _ AE AE AE AE AE AE AE AE AE AE AE _AE'-----AE---•�•GA€•----A - AE AE- I 12" 60' APART AND AT ALL a„ 3 _ PROP. 4"FIRE 3„ „ 7" RADIUS POINTS. P.T.'SCRAWFO0Qr WATER LINE 14i o 6 AND P.C.'S TYPE "B" CIT N n7b \ --- u�� a EXISTING \ \ 6"x4' REDUCER _ CONTACTION JOINTS IN ��+�' SOUTHWEST PARKWAY DRIVEWAY CURB &GUTTER SHALL O = #4• BARS 3" 3" 2" BE SPACED AT A I s' 2" TAP " MAXIMUM DISTANCE OF 0 WNER/APPLICANT DE L rn (80' R.O. W.} / 0 = 3/4" X 18" SMOOTH 4" 10' APART. ' a ry Z n „ FOUR AGS INVESTMENTS, L.P. THE OL H / EXPANSION DOWELS 3 6701 IMPERIAL DRIVE 809 U VE J WACO, TX 76712 COI S w w _.....-...... ?'�. N TYPICAL SERVICE LINE DETAIL TYPICAL COMBINED TEL. (979) 229-D 806 1cEOXT' A A ...._.__...... ....... .. CURB + GUTTER SECTION N `� N.T.S. FAX NO. (979) 695-7624 N N.T.S. hNg � w w w w w w ®vl w w w w SI TIE PLAN E H LIKE HUNTER ESTATES 6. �62 � ACRES D BTR ETT LEAGUE A-7 OF OLLEGE STATION BRA20S, TEXAS OPE I ENGINEER AM G ODWIN GROUP LLC KIMLEY-HORN AND ASSOCIATES, INC. RSITY DRIVE EAST, SUITE 101A 111 UNIVERSITY DRIVE EAST, SUITE 105 TATIO m , TX 77840 COLLEGE STATION, TEXAS 77840 HUNT� R GOODWIN CONTACT: CHRIS HARRIS, P.E. 979) Q68-2000 TEL. (979) 846-58401 979) '+86-7020 FAX . z 0 h r__4w PUE 4" w rE / 2 ' C- D 1 W 0 cn x o N a 0 m xi ti ti o ei c n A ca ca A d U ci !, A w C- D 1 W C,iREE - '1 • �9 y a N 7D 0 try �1NG A� q. •- O c t' toy o0 o z y o a ' ,•-''('� � � 2 `•-u � .a �+ &gyp{ Z o�c � w • ,., r o �, a � .� i s�� 9 ao Creek N y - b W p f y 't� G, �C y �p�d��' p�E L \ 8 See 1 ! ,o z QL n` qy �G ' 9 N �G'p c Pork ( + co a� J��— �"' 1` 1'OCK �p T� 1 , , 7 '� �8 o� �1 i tzO `',�'•� -•' � _ _. C`- QP �9 F�'9Z 9'�Pi Q Ce O Pa 'o � 1011011 N . ', '�'• � • G / t'a �° ! 1 \ \ zoo ��' �� •�' � � •v A��%°�• ��°'2 � �' 2• � c'��1 z � ai a t � t � a � 1 • � v=•, /c�' � `�.� s• f�' boy 9 ,�, A�� a � T rut. 1 0 STQ �ma� + . ,:.;, •, -,_. y'' 1` oN3p �o� Ftp. Mt7jiy,1 „� 1 �S x / '�°`-0;5,:! '` •;,T_'"'\� O, :t a4, �FO,y RgO�Q, Q y /'f7 • } ' � � • _ r.--� •. r- s, .• ; • =.�–e . / j ► 1 � � �,Nw G F dao � 5 �* a� s o �■ I rn IV y-°� v • • , • .• r1L'ptt1� , , E 1 j j� 1 l 1 ' w / 1! �1 h 11 w O : • '' ,'.'.+, '`• `� ' / ( Np OWAY 70 '.� _.gig 4'r `,�.= ' ' r; / / oy, GRAPHIC SCALE I m .0 f O IV i2 CJ(j.rj� O i ..,• • , ...,:• .. • _ "''. +• ,Cf�EN1fG'+'WA�,� •• j , /i % 40 0 20 40 80' O � � /p ,1 r � s .•" ' 6 - t•r • ,+ ` . • � • 4 : • f• » 1 S . ti. .s. G ••'- '.;�'•'•t • ••") :� If { a /{J � ( Pf(�, q �� 1 � �,� � ,y /•� ' � `� V1 ��Oi��E� X2`t-- �N 11 ����»47• ,s;;, _,• ' ;t '+• •. •y,,ytr t••.�,+' - .l. +•� '*• � � "/� + � I �P `4 3i o1' o 6A6NRY-DU MRS`fER ' t, t• '. :,.:: .-s'" :tet• �5,, �4 $� `\t ENCLO URE t; + o to n� S -`o O 1 \ 6 t; '• t +• ' • _ '+ Y IN FEET • i ct`v. ` ' ��I inch = 40 ft.J a r , 1 • � __ z pr • /A"•,Lf .��••:r:; '�� 7Y�" nr,'R'•,<,•��r..yp�is'_•,)'�".c_iv s. f• t i..^`fC'O,�•>,;��Lr':: r.,.y% / `� .Gclf�:: � ,F ,. �A'�i .�ty`'����6t[ii+.k""si•�. t � �.te�; 0' ". •� ti �fiir- R•�•r'.'�"t� - �, •i'.t+'�,`, /`'�'� ��.._ • .fes �- e _ Lt ,p--, e,. ltu . 1�3K�� ��: 't` -0?11 ''S}tl • y _ u 1 • • i - 1� r � t'� ...t:'�`�lli "LLI � 'j W-11 ",.�•v»r y r r •, • �'- Fi ii t -I • may• .. t . . •. ,� ♦. f •. � ,t Tni�. �jPS7'F*.:., :c Z�qg l �� i'a'•'-�a:•.t.�,j ,. f� BUILDING �} � T �S �,� � '� i •'w.�••/-.. �� ��i�� Mc. ^�;a`*•jr "� 5,909 F `�'• t�v�Vl e�y7•�„1�Y �'r I �%; `�i l.. :r �.. „"�' , ni;'� • t,� L:J� s•' ��'tr+.%! t1,�t, jfuJ ,_��'k `y A �''.s�,S; it, •i :lY+ 1" �� i i:�� • �i�,% •+l �� , x,�,,.,.. ,y, l" ,—�` " •A, 1' 4L AI` jo S •µr• -.. tHEIGHT= 29'�h� ' ( Ktiy » 'cam r, ■ ! 1 .. " • ` . \ m: 's , a OF meg/ t{• � � � '' .• to �'�� ,'4,.A� (y��-/J �Y. 1 .� •,, ��X., 1 r• , 7 J' �_ � Si^r l:V l \r,\��.li .{,,•lil,LL1J�Ci�4 i 1,. „i{lt\\\1\\' J. Q c �; %t1't~� f �•�l m � • " 1� � �. - . ���,.i� .,ss?�ty� n�;:��, t,(_� c � � �, � •}'IS���:t��;t� ,t`�c •�f (is l• ssst'{44�'` , 4Y! .� ii as` • ° 1 b •���.•.' � o �"_w..t'• •_� R , C'J i"' '\-•- 31 b�' ti►'i•© �7 •� s�1 ,�: � o t c • • • t�zi'' a S�; L� �© b-.�,al �" Sr �; tUlmus Crossifolio CANOPY TREE• t 1 • t • t ;;\Zr. <�� � r � ;J � ,,,tea '� r` BUILDfNG- ,�•� �. �, TAXm 1 Fel 1.kd ci. .�/r• ,/r �j,• 'i•�tir :i' -y s �) ,,.[w 2i� �C,, •�"<` �jl/► a:w >`�[hFf \..•.\._� °-'.s' ^•-,ct•..i 4:>;:' �tt^r�e-"li'.'i','1)i1 �4� � � r • r 1 r r • CANOPY �t '9')i :k ;� ,_n tv r,•rc�rr;?7:; r;��„ xru Soi:?= TZ j�J�,,r(7 TOWARDIs FYI■ ��pp?;v---��,��'��,,-a__i vu• r, J"� I C7 • •n © `;'�-•`r�� � V/ �3 >. ,.''�4�1`i: L,�i�n e(Try's.•_ I%1 '3ix' I:.s:h.�' j bt�1 _ff�,4' gyri-. 'r.v •'" .tf.�r.. �.-4J/t. }T v'S:�r1>�" r•. �.�1 >L 1= 0..,l � �� s ../. . �• � •.,_ Fc^ �r.�_:i:. .,$`� �t Rr �..C�,,+-:L'G;. _�cfS3�'.L>>�..:'.`,t.`,.'�" �.�,2.•.�;�i` 7 "c ,. '� �'�•��i. F� �� },t'' F 4,�1i� f: %iCr' �:� � � r ♦ : ,�iTr. �fp{i. r•,�".'.: t 'l;�c r? t �� : hiL�^"'�_c ' .. .c � J �,li� Y a, •1• y i. Ji'-"`�_v Ix,.1M` r 'f('//•�� � �ti(,.'�c�-`� �..I�°''et.*•.�4t��,�a�.`�� '�` �,x fl,.��•"•h`F1- I�t.t -. �-�.t? �Y �ia:4t`{•�£: :.i:,�r.`vs:.r.:,!,;t -.:'t'� • � 1� }� /Yr �:: �xt�l.! �Y.(;,+,k'?� �S/ � �t R' •4iL 1 id'e,..n� ..t.. Y, c, cd LL �rrf1'Iw••r�•1•t•� �al�,!', y,.NY -_ii, `V :;:>,.;- r '- Ly'�,"•"Ir^; 'l :a..••. e•i`:�� - i °° , •` / r • i Li,,, ,r �'<r'' t. ��`" 1 �' iso a _ • t ' 11 l • • t i t • _'':.i` •c.�l i:.•k?ya(.;,i)� .:?y+},/:,,, !'4''_:S .+�;i/ in;?.' • rMr-'y�r. `•t� ��. �`hk �r-i i` ' ,. ` � • r r • r • # ^••"'^ .:. �� LCA � N ',�, i(4 -� r '1y1 • ' /� © o ilk. � ;. VOMITORIA -.N HOLLY• . - ► ZI est?' 4 t t c/ 1; I `� � ti� iia! a<{ r r •,$fit r"::•t , o ��'` ` 1,�.� r E�%''.go e 3L / R ! .y,Q• ! `''�tJa•'�L_i� °r c'%5�"d'fai?1 C L J'.'•.i.s' :Y.,'' �Sj i i �';��:�• f�a:",:. °� �,/� L`'�C„'r�=��t`G'V`�,`,,���: ° t„'�`'t : h� a 1 ��`' �'9� h� `Ya/tl� � 11 �.1• i EX.• i 3 ti a ^< ri `-`; /1 ' °�v� �* 4�' ii ( •!: It icf Ia n �' =�`- ES< ,� -91, • .�b ' al, • Ir.:,l�=•� '' ^'! • 1 • • 1 • 1 • t 1 1 — _ � S ; . < . � .' � s.,/ � ' � � • ��A � ��.t•�• � r' „�•�S i •tGv�� 1 � !� � �:iiL � c t��.. ' • • # 1 �t.t�pMr,n•.r.•.1..= .,,,,..•....- '' • Ec ;',Y3 ® � � �.'f �f� �� � W;� „Er.�' � `''�,� 'w `, . {�:." �.�.: mi 31,944 S.F. CYNO)ON,..D-ACTYLON• / r • ti! •� y.� ' ♦ it ,� dt�).+'�ck,� �,.'( ' J ^N , � �itf� .t'�•Y�. �i.Y'•�S��irnjf. '... MEAS 1� k� rel€` � a � ' ��%.'r��s�� �;t� i`�-`�` � � • • t t ,t n is r sits r»firyy`�� iktt `^•.'Jrf� • • • • • t r ' : : r ' ` • " • �• • • F;tt r 1�,,,�: *'�'fi!Y't"°'% � t�= ::.1`>..v •� ;�.-��-' Ell ..rte .1� ,�•' : `J�, �'�..t� • '.... - • r r • i - • • S,'.vi��; p4)�; < � ji: (KJ .:-lam Y� {�ri� • ' ,� ` • , " " 1 Y• !�;'�`'� lei `• CJ '• ��•i / BUILDING { .t :' d ' 8.50 ■ •(fit `; f . `"e t :�3 . �� `'-� �' � ��' _�,�•�;�' =` :• c •;1.>^..�'�(��1�C�Mw Jc h ' It d K�', j• , 1 •J••�J • /N IS" LIE BICYCLE PAD f-7 , rpROPOSED. 18'x15' - ; n��4°a ,, Lam, r • - • 1 a / \�lY .� . rr • � �:.�t•��� ,`i ' fig:`: � 4/.• .3> .� - i•x�.rr...r..n•e•N..•�I.I..Yi ., f+l �u•%p. :~ 1 ..,�, .,,/,,. '/ fi , . • . I 1 e • W' e` �-~��� �-� H,y' s�S;,T y,':it•v ��"�ri''ti;o.�'.t��i93' id:•k-�tf',/''J'' � .�t�,,'r �� �i�J��' � �i -: '� ►'�" Eb.[tY..ikX •rrJ'.v :"•�L•:�rl�"iR!'•`:31^y�?� `j• v� ■P / `. (�, • 1•`/" • � � 1 i i■ a- r .`J��►-^���r.r�►..�."'�..�-__ _ ;r��ti�^-�... I � N�' �C.'yL�'-�*a'�G•C.. �c'� �iZ�'��"` � " •. # Ui tr F �•' �,.:'�'S c {l rt:'� ��-'s:,. h thr \`-iY: `�';`,�•�.'r.A» • • I r •. , ta:4 mac) �..}`�M1 ,.':' ,>i.'�c �r'-JL4 `�-F%e��{c'�', � � t� r �. EXISTING- Rv�- .; •��irr ,.may {': •• 4:1 -; r r 1 i'i .,,vc. n :i y 2'..�-i ''+4 �; `i�e {�- k /!_'i 1 • • ► 1 1 ■ ■ _ _ :ii' s � � �!��11 .'��` t-�°C 1.� ����- � JiSc:. �a • 1 1 1 , . _ • I <1._ c•- {/,, c � dam,,"•.y! m I �^�t��`�, •�'t' jj"]��ttt .��1 ;�;�t!,;r.>rc•,-.,•yF� ,� • • - r • r 1- r • •rte �� rr G. � ." � 7 �•-,r� .k /�'" • • _ .$ til �• 4�' � �..,. l�` •418A � • ; r 1 1 s � 1• (,�A'GCxSf€1G�.2'Ta'Eit�'?�E�:',r:r�r�(L,�i' - - L !� ` 1,1 -- - -- - - --- , �:Kik"�i�•_3f�'�7-�tl���t�■�.t�tiiii�'i;:rCiM■■`� 1,�� !. - - o EXISTING/ $OUTHWEST DRIVEWAY PARKWAy MEN 4 (k I1 4 A • FOUR AGS INVESTMEN'T'S, L.P. TH OLDHAN{ GOQDWIN GROUP LLC KIMLEY–HORN AND ASSOCIATES, INC. S � 6701 IMPERIAL DRIVE 84 UNIVERSITY DRIVE EAST. SUITE 101A i11 UNIVERSI'T'Y DRIVE EAST, SUITE 105. WACO, TX 76712 C I LEGE STATIONS TX 77840 COLLEGE STATION, TEXAS 77840 CONTACT: BRIAN RES71VO C I I TACT. HUNTER GOODWiN CONTACT: CHRIS HARRIS, P.E. TEL NO. ,(979) 229-4806 NO. (97) 288-2000 TEL. NO •(979) 846 FAX NO. (979) 695-7624 NO. (9) 486-702046 45 tom?, f '7 DOl/2QQ r- �t11� IN FEET • i ct`v. ` ' ��I inch = 40 ft.J a r , 1 • � __ z pr • /A"•,Lf .��••:r:; '�� 7Y�" nr,'R'•,<,•��r..yp�is'_•,)'�".c_iv s. f• t i..^`fC'O,�•>,;��Lr':: r.,.y% / `� .Gclf�:: � ,F ,. �A'�i .�ty`'����6t[ii+.k""si•�. t � �.te�; 0' ". •� ti �fiir- R•�•r'.'�"t� - �, •i'.t+'�,`, /`'�'� ��.._ • .fes �- e _ Lt ,p--, e,. ltu . 1�3K�� ��: 't` -0?11 ''S}tl • y _ u 1 • • i - 1� r � t'� ...t:'�`�lli "LLI � 'j W-11 ",.�•v»r y r r •, • �'- Fi ii t -I • may• .. t . . •. ,� ♦. f •. � ,t Tni�. �jPS7'F*.:., :c Z�qg l �� i'a'•'-�a:•.t.�,j ,. f� BUILDING �} � T �S �,� � '� i •'w.�••/-.. �� ��i�� Mc. ^�;a`*•jr "� 5,909 F `�'• t�v�Vl e�y7•�„1�Y �'r I �%; `�i l.. :r �.. „"�' , ni;'� • t,� L:J� s•' ��'tr+.%! t1,�t, jfuJ ,_��'k `y A �''.s�,S; it, •i :lY+ 1" �� i i:�� • �i�,% •+l �� , x,�,,.,.. ,y, l" ,—�` " •A, 1' 4L AI` jo S •µr• -.. tHEIGHT= 29'�h� ' ( Ktiy » 'cam r, ■ ! 1 .. " • ` . \ m: 's , a OF meg/ t{• � � � '' .• to �'�� ,'4,.A� (y��-/J �Y. 1 .� •,, ��X., 1 r• , 7 J' �_ � Si^r l:V l \r,\��.li .{,,•lil,LL1J�Ci�4 i 1,. „i{lt\\\1\\' J. Q c �; %t1't~� f �•�l m � • " 1� � �. - . ���,.i� .,ss?�ty� n�;:��, t,(_� c � � �, � •}'IS���:t��;t� ,t`�c •�f (is l• ssst'{44�'` , 4Y! .� ii as` • ° 1 b •���.•.' � o �"_w..t'• •_� R , C'J i"' '\-•- 31 b�' ti►'i•© �7 •� s�1 ,�: � o t c • • • t�zi'' a S�; L� �© b-.�,al �" Sr �; tUlmus Crossifolio CANOPY TREE• t 1 • t • t ;;\Zr. <�� � r � ;J � ,,,tea '� r` BUILDfNG- ,�•� �. �, TAXm 1 Fel 1.kd ci. .�/r• ,/r �j,• 'i•�tir :i' -y s �) ,,.[w 2i� �C,, •�"<` �jl/► a:w >`�[hFf \..•.\._� °-'.s' ^•-,ct•..i 4:>;:' �tt^r�e-"li'.'i','1)i1 �4� � � r • r 1 r r • CANOPY �t '9')i :k ;� ,_n tv r,•rc�rr;?7:; r;��„ xru Soi:?= TZ j�J�,,r(7 TOWARDIs FYI■ ��pp?;v---��,��'��,,-a__i vu• r, J"� I C7 • •n © `;'�-•`r�� � V/ �3 >. ,.''�4�1`i: L,�i�n e(Try's.•_ I%1 '3ix' I:.s:h.�' j bt�1 _ff�,4' gyri-. 'r.v •'" .tf.�r.. �.-4J/t. }T v'S:�r1>�" r•. �.�1 >L 1= 0..,l � �� s ../. . �• � •.,_ Fc^ �r.�_:i:. .,$`� �t Rr �..C�,,+-:L'G;. _�cfS3�'.L>>�..:'.`,t.`,.'�" �.�,2.•.�;�i` 7 "c ,. '� �'�•��i. F� �� },t'' F 4,�1i� f: %iCr' �:� � � r ♦ : ,�iTr. �fp{i. r•,�".'.: t 'l;�c r? t �� : hiL�^"'�_c ' .. .c � J �,li� Y a, •1• y i. Ji'-"`�_v Ix,.1M` r 'f('//•�� � �ti(,.'�c�-`� �..I�°''et.*•.�4t��,�a�.`�� '�` �,x fl,.��•"•h`F1- I�t.t -. �-�.t? �Y �ia:4t`{•�£: :.i:,�r.`vs:.r.:,!,;t -.:'t'� • � 1� }� /Yr �:: �xt�l.! �Y.(;,+,k'?� �S/ � �t R' •4iL 1 id'e,..n� ..t.. Y, c, cd LL �rrf1'Iw••r�•1•t•� �al�,!', y,.NY -_ii, `V :;:>,.;- r '- Ly'�,"•"Ir^; 'l :a..••. e•i`:�� - i °° , •` / r • i Li,,, ,r �'<r'' t. ��`" 1 �' iso a _ • t ' 11 l • • t i t • _'':.i` •c.�l i:.•k?ya(.;,i)� .:?y+},/:,,, !'4''_:S .+�;i/ in;?.' • rMr-'y�r. `•t� ��. �`hk �r-i i` ' ,. ` � • r r • r • # ^••"'^ .:. �� LCA � N ',�, i(4 -� r '1y1 • ' /� © o ilk. � ;. VOMITORIA -.N HOLLY• . - ► ZI est?' 4 t t c/ 1; I `� � ti� iia! a<{ r r •,$fit r"::•t , o ��'` ` 1,�.� r E�%''.go e 3L / R ! .y,Q• ! `''�tJa•'�L_i� °r c'%5�"d'fai?1 C L J'.'•.i.s' :Y.,'' �Sj i i �';��:�• f�a:",:. °� �,/� L`'�C„'r�=��t`G'V`�,`,,���: ° t„'�`'t : h� a 1 ��`' �'9� h� `Ya/tl� � 11 �.1• i EX.• i 3 ti a ^< ri `-`; /1 ' °�v� �* 4�' ii ( •!: It icf Ia n �' =�`- ES< ,� -91, • .�b ' al, • Ir.:,l�=•� '' ^'! • 1 • • 1 • 1 • t 1 1 — _ � S ; . < . � .' � s.,/ � ' � � • ��A � ��.t•�• � r' „�•�S i •tGv�� 1 � !� � �:iiL � c t��.. ' • • # 1 �t.t�pMr,n•.r.•.1..= .,,,,..•....- '' • Ec ;',Y3 ® � � �.'f �f� �� � W;� „Er.�' � `''�,� 'w `, . {�:." �.�.: mi 31,944 S.F. CYNO)ON,..D-ACTYLON• / r • ti! •� y.� ' ♦ it ,� dt�).+'�ck,� �,.'( ' J ^N , � �itf� .t'�•Y�. �i.Y'•�S��irnjf. '... MEAS 1� k� rel€` � a � ' ��%.'r��s�� �;t� i`�-`�` � � • • t t ,t n is r sits r»firyy`�� iktt `^•.'Jrf� • • • • • t r ' : : r ' ` • " • �• • • F;tt r 1�,,,�: *'�'fi!Y't"°'% � t�= ::.1`>..v •� ;�.-��-' Ell ..rte .1� ,�•' : `J�, �'�..t� • '.... - • r r • i - • • S,'.vi��; p4)�; < � ji: (KJ .:-lam Y� {�ri� • ' ,� ` • , " " 1 Y• !�;'�`'� lei `• CJ '• ��•i / BUILDING { .t :' d ' 8.50 ■ •(fit `; f . `"e t :�3 . �� `'-� �' � ��' _�,�•�;�' =` :• c •;1.>^..�'�(��1�C�Mw Jc h ' It d K�', j• , 1 •J••�J • /N IS" LIE BICYCLE PAD f-7 , rpROPOSED. 18'x15' - ; n��4°a ,, Lam, r • - • 1 a / \�lY .� . rr • � �:.�t•��� ,`i ' fig:`: � 4/.• .3> .� - i•x�.rr...r..n•e•N..•�I.I..Yi ., f+l �u•%p. :~ 1 ..,�, .,,/,,. '/ fi , . • . I 1 e • W' e` �-~��� �-� H,y' s�S;,T y,':it•v ��"�ri''ti;o.�'.t��i93' id:•k-�tf',/''J'' � .�t�,,'r �� �i�J��' � �i -: '� ►'�" Eb.[tY..ikX •rrJ'.v :"•�L•:�rl�"iR!'•`:31^y�?� `j• v� ■P / `. (�, • 1•`/" • � � 1 i i■ a- r .`J��►-^���r.r�►..�."'�..�-__ _ ;r��ti�^-�... I � N�' �C.'yL�'-�*a'�G•C.. �c'� �iZ�'��"` � " •. # Ui tr F �•' �,.:'�'S c {l rt:'� ��-'s:,. h thr \`-iY: `�';`,�•�.'r.A» • • I r •. , ta:4 mac) �..}`�M1 ,.':' ,>i.'�c �r'-JL4 `�-F%e��{c'�', � � t� r �. EXISTING- Rv�- .; •��irr ,.may {': •• 4:1 -; r r 1 i'i .,,vc. n :i y 2'..�-i ''+4 �; `i�e {�- k /!_'i 1 • • ► 1 1 ■ ■ _ _ :ii' s � � �!��11 .'��` t-�°C 1.� ����- � JiSc:. �a • 1 1 1 , . _ • I <1._ c•- {/,, c � dam,,"•.y! m I �^�t��`�, •�'t' jj"]��ttt .��1 ;�;�t!,;r.>rc•,-.,•yF� ,� • • - r • r 1- r • •rte �� rr G. � ." � 7 �•-,r� .k /�'" • • _ .$ til �• 4�' � �..,. l�` •418A � • ; r 1 1 s � 1• (,�A'GCxSf€1G�.2'Ta'Eit�'?�E�:',r:r�r�(L,�i' - - L !� ` 1,1 -- - -- - - --- , �:Kik"�i�•_3f�'�7-�tl���t�■�.t�tiiii�'i;:rCiM■■`� 1,�� !. - - o EXISTING/ $OUTHWEST DRIVEWAY PARKWAy MEN 4 (k I1 4 A • FOUR AGS INVESTMEN'T'S, L.P. TH OLDHAN{ GOQDWIN GROUP LLC KIMLEY–HORN AND ASSOCIATES, INC. S � 6701 IMPERIAL DRIVE 84 UNIVERSITY DRIVE EAST. SUITE 101A i11 UNIVERSI'T'Y DRIVE EAST, SUITE 105. WACO, TX 76712 C I LEGE STATIONS TX 77840 COLLEGE STATION, TEXAS 77840 CONTACT: BRIAN RES71VO C I I TACT. HUNTER GOODWiN CONTACT: CHRIS HARRIS, P.E. TEL NO. ,(979) 229-4806 NO. (97) 288-2000 TEL. NO •(979) 846 FAX NO. (979) 695-7624 NO. (9) 486-702046 45 tom?, f '7 DOl/2QQ r- s� K W vJ N ry LL 0 K WIlk YS d� � .' h yY 90 Q S J .. •- N co a` 9 A' f Lull ylc� Op Ay m LU W O b o% M 9 b M �10 1 aFv PeoD0NOVO a' Q Y W O f'U) U) 0 z C) O 3 W v o: