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HomeMy WebLinkAboutOpen Record Request Kristen Hejny From: Kristen Hejny Sent: Friday, May 02, 2014 3:41 PM To: 'Glenn Jones' s Subject: RE: Site Plans& Drainage Report t.si Attachments: 14-63 DP.pdf; 14-63 SP.pdf Please see attached DP and Site Plan we have for this project at the A&M Expressway. Let me know if you have any additional questions. Kristen Hejny Staff Assistant City of College Station Planning and Development Services 1101 Texas Ave PO Box 9960 College Station,Texas 77840 khe@cstx.gov_ 979-764-3570 Phone 979-764-3496 Fax From: Glenn Jones [mailto:gjones@j4engineering.com] Sent: Friday, May 02, 2014 2:26 PM To: Kristen Hejny Subject:Site Plans& Drainage Report Kristine: Here is all the info I have on the site I just called you about. The address is 1103 William D Fitch. It's the Exxon Station on the corner in front of Lowes. The owner is looking to expand the site and I need to see about getting a copy of the site plans and drainage report that you have on file from January 2002 when the site was originally developed. It appears the design engineer was Pledger-Kalkomey. If you have any questions, please call. Thank You, Glenn Jones, PE-CFM J4 Engineering 307 South Main,Suite 206 PO Box 5192 Bryan,Texas 77805 Phone:979-739-0567 Fax: 979-774-5025 www.j4engineering.com 1 REV IP. \N E D f: ) 0 olio p i ! ,P,.,N!C : MAY 2 9 2001 GOLLEAL SCA i ICA 'PAGINEERNG DRAINAGE REPORT ...4.---- A & M EXPRESSWAY 101 GREENS PRAIRIE ROAD COLLEGE STATION,TEXAS MAY 17,2001 \0 ..a.9.,t.ispiit ,r,...N.....-. i 0,<0/ 4,...- oft: 'Its, f, i?:-: *.A4Prois ti.4540.Ay.104e62s0;:„?.?...-44%611 ‘14:$':it'i"---'*i,1\ *#.1441 SUBMITTED BY P Pledger Kalkomey, Inc. K Consulting Engineers 1815 MONS AVENUE ROSENBERG,TEXAS 77471 P Pledger Kalkomey, Inc• 1815 Mons Ave. Rosenberg,Texas 77471 { (281)342-2033 K Consulting Engineers 1500 South Day St. 7020 Coyote Run 1..� Engineers Brenham,Texas 77833 Bryan Texas 77608 (979)836-6631 (979)731-8000 May 18,2001 Mr. Ted Mayo, P.E. Development Services Assistant City Engineer City of College Station 1101 Texas Avenue College Station,Texas 77842 Reference: A&M Expressway Drainage Report PKI Job No. 59701-291 Dear Mr. Mayo: Enclosed herewith is the Drainage Report for the proposed A & M Expressway located at the northeast corner of State Highway 6 and Greens Prairie Road. The report indicates that the on-site detention provided within the development will reduce the 100-year design storm runoff rate to below the current runoff rate. Therefore,there are no anticipated negative impacts to the surrounding area or any of the receiving channels. Your review of this report is appreciated. Please call should you have any questions. Sincerely, 0011( i CgaresA. `.. o ,i` ,.„„, ,, . „t Texas Registration No. ' . ::.. .-..°'`' t`_ l 0 Gr#*RG S k ikg.1(OM CAK:mon o% 4120 4 ik0 `, Et 5 ... ,ze cc: Mr. Marcel Meijer w/enclosure1/4V6 •itOt E:1En8NseMy\58711470481 Exxon Co€000 BhIgn1CortssYAsyo_ro4 Mwpn CERTIFICATION I hereby certify that this report for the drainage design of A&M Expressway was prepared by me in accordance with the provisions of the City of College Station Drainage Policy and Design Standards for the owners thereof. ( , : .„.....„ „.___, Registe : fifes 'a : _En State of Texas No. -- .. .. CHARLES:6'''::2."- Vit;KALI(OM `Y 46208 S='lel 1 GENERAL PROJECT LOCATION AND DESCRIPTION The Project is located on the north corner of State Highway 6 and Greens Prairie Road. This tract of land is a part of that property also known as the Marsh-Reeves Estate,being the residue of a called 111.6 acre tract of land in the Robert Stevenson League,Abstract 54,Brazos County,Texas. There are no existing or proposed local streets within the Project site. The 1.75 acre tract of land is within the City of College Station. Appendix A contains an area map showing the location of this site. The Project site is within the Spring Creek I Drainage Basin,which is a tributary of the Lick Creek I Drainage Basin. The site is adjacent to an existing natural drainage channel along the site's northwest property line, and to an existing natural drainage channel along the site's northeast property line. These channels convey stormwater runoff from across State Highway 6 and Greens Prairie Road. There is no existing development adjacent to the Project site. However,just northeast of the site is the Pebble Creek Development. The Project site contains 1.75 acres of land. Currently,the site is vacant land and can be classified as natural grassland pasture with a few scattered trees. Existing drainage of the site is accomplished via overland sheet flow to the roadside ditches of State Highway 6 and Greens Prairie Road,and to the two existing drainage channels. The proposed development of the site includes a gas station, a convenience store, and a fast food restaurant. The remainder of the site will include parking and landscape areas,as well as a detention facility in the north corner of the site. Access to the site will be from both State Highway 6 and Greens Prairie Road. These areas will provide future access to the adjacent property. DRAINAGE BASINS AND SUB-BASINS The Project site lies within the Spring Creek I Drainage Basin. Spring Creek is a tributary of Lick Creek. The site is shown on Flood Insurance Rate Map 48041CO205D, dated February 9, 2000, which indicates that the property is located within Zone X,and is not within a regulatory 100-year flood plain. Appendix A contains a copy of a portion of the Flood Rate Map which includes the location of the site. Present site drainage is primarily overland flow to two (2) existing natural drainage channels adjacent to the property. Stormwater runoff from the developed site will be conveyed by a combination of parking lot overland flow and storm sewers to a proposed detention basin. This facility will reduce the developed runoff rate to below existing condition rates. As a result,there will no adverse impacts to the existing drainage systems. 2 DRAINAGE DESIGN CRITERIA Drainage criteria as adopted by the City of College Station and as outlined in the City's Drainage Policy and Design Standards was used for the Project. Peak runoff rates were determined by the Rational Formula. The times of concentration,rainfall intensities,and runoff coefficients used were obtained from the related tables and figures within said document. There were no deviations from these Standards. There are no previous drainage studies for this property that impact the Project site. However, the City of College Station does require detention of sufficient size to accommodate the 100-year storm event. There are no site constraints that impact site drainage. The drainage plan for the Project site was based on the 100-year design storm. Runoff calculations were make using the Rational Formula. The Triangular Approximation Method was used to compute the runoff hydrographs. The required detention volume was determined by comparison of the existing condition's and developed condition's hydrographs. No other criteria or calculation methods not contained with the Standards were used in the design. DRAINAGE FACILITY DESIGN Existing drainage patterns on this tract of land are predominantly overland sheet flow to the north. In the proposed development,this pattern remains generally the same,with the majority of the sheet flow being over the proposed parking areas. From the developed, impervious area, the runoff is directed via two(2)inlets and storm sewer pipe to the proposed detention basin. Runoff calculations are included in the attached Appendix B to this report. Sheet CO1 of the Site Plans shows the existing drainage areas and flow patterns. Sheet CO3 of the Site Plans depicts the drainage areas and flow patterns under the proposed developed conditions. Detention is provided by using a section of the parking lot around Inlet No.1,and the detention basin. The outlet structure for the detention basin will be a 10-inch diameter pipe,restricting the release rate from the detention basin to below existing runoff conditions. The detention volume provided will contain the 100-year storm event leaving 6 inches of freeboard above the maximum storage elevation of 295.00 feet. CONCLUSIONS The drainage design for the proposed conditions complies with the City of College Station Drainage Policy and Design Standards. The existing conditions 100-year design storm runoff is computed to be 8.0 cfs. Under developed conditions, the computed 100-year design storm runoff is 6.5 cfs. Therefore, there is no anticipated increase in runoff rates from the site, and no increase in water surface elevations on either natural channels adjacent to the site. There are no anticipated negative impacts to any secondary or primary system basins. 3 APPENDIX A SITE MAP AND FLOOD MAP A &M EXPRESSWAY- 101 GREENS PRAIRIE ROAD COLLEGE STATION, TEXAS 4 . // /7 '.."`1%, 4.*I-'--- '''.:,,r."-i-...:,:.-;,-...'• •:-";.-,1-:- 7;"44-1-sx';',V-•--,,,'"":',;--"W-;,,ii.14i •i ',• '.'..3::, 4 • (�{ � ' y.;hrF�n.:: „s-3 •=N.f„r � +� ' •' v ` & y;e< erC .�;f. ”�;rzv 4i'z 'E`r t". Fr s �� _ 1�,yr-s-.�s. ' " _' x Ya h�' .• s.it / 'it::: ..t'r' '"E..,x;s'.�' } - ;1�xiy •rg"T ?� <` ,t,> <:, �j ryt' b c`1.� •••-•,,,,„•-,,,,,:.,-,-...,..•.•'"el ,„•-,,,,,,'f � »,,,,,,,,•!--k- .» , �',4..»/ s� f=" '".: • .'',I''':,.",,..".•', ‘•" �L,,"k) h 'r7r:'�FFJx<!, •• '>it 'ei �SF, • am.£�% wf-:i.i,,,,,,,x' -,-- -te � �m. rrlf �..• .< : - .0 �: v.Y ',. t =� ♦_tygjF' ' , ,,,,,.:14.04i',,,, „,f,':,,,;:.,asz«j ,1,,,,,,•.,.,::,,,,4,•,. 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' I. fI 304.0' I , C I @ I i I WI i = I �$300.0 4_ ..__r. _ a y" 298.0 m = 296.0 , I 292.0 _ I 290.0 F—_ _ 0.0 2.0 4.0 6.0 8.0 10.0 12.0 Discharge (cfs) Project Title:A&M Expressway-College Station Project Engineer:Charles A.Kalkomey c:\haestad\cvm\exxon.cvm Pledger Kalkomey,Inc. CulvertMaster v1.0 05/17/01 02:38:37 PM ®Haestad Methods,Inc. 37 Brookside Road Waterbury,CT 06708 USA (203)755-1666 Page 1 of 1 iq Culvert Designer/Analyzer Report Outfall Component:Culvert-1 Culvert Summary Computed Headwater Elevation 295.77 ft Discharge 5.80 cfs Inlet Control HW Elev 295.15 ft Tailwater Elevation 292.00 ft Outlet Control HW Elev 295.77 ft Control Type Outlet Control Headwater Depth/Height 5.72 Grades Upstream Invert 291.00 ft Downstream Invert 290.50 ft Length 40.00 ft Constructed Slope 0.012500 ft/ft Hydraulic Profile Profile Pressure Depth,Downstream 1.50 ft Slope Type N/A Normal Depth N/A ft Flow Regime N/A Critical Depth 0.83 ft Velocity Downstream 10.63 ft/s Critical Slope 0.038386 ft/ft Section Section Shape Circular Mannings Coefficient 0.010 Section Material PVC Span 0.83 ft Section Size 10 inch Rise 0.83 ft Number Sections 1 Outlet Control Properties Outlet Control HW Elev 295.77 ft Upstream Velocity Head 1.76 ft Ke 0.20 Entrance Loss 0.35 ft Inlet Control Properties Inlet Control HW Elev 295.15 ft Flow Control Submerged Inlet Type Groove end projecting Area Full 0.5 ft2 K 0.00450 HDS 5 Chart 1 M 2.00000 HDS 5 Scale 3 C 0.03170 Equation Form 1 Y 0.69000 Project Title:A&M Expressway-College Station Project Engineer:Charles A.Kalkomey c:\haestad\cvm\exxon.cvm Pledger Kalkomey,Inc. CulvertMaster v1.0 05/17/01 02:38:45 PM ©Haestad Methods,Inc. 37 Brookside Road Waterbury,CT 06708 USA (203)755-1666 Page 2 of 2 1.6 Culvert Designer/Analyzer Report Outfall Analysis Component Storm Event Design Discharge 5.80 cfs Peak Discharge Method:User-Specified Design Discharge 5.80 cfs Check Discharge 0.00 cfs Taliwater Conditions:Constant Tai!water Tailwater Elevation 292.00 ft Name Description Discharge HW Elev Velocity Culvert-1 1-10 inch Circular 5.80 cfs 295.77 ft 10.63 ft/s Weir Not Considered N/A N/A N/A Project Title:A&M Expressway-College Station Project Engineer:Charles A.Kalkomey c:\haestad\cvm\exxon.cvm Pledger Kalkomey,Inc. 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T‹ 27 "III'ial•ii:it li;'1'2I 1 II;-t ,Il A PROJECT OP C!"- x 33M ' 1 31731 441i31'3!fli..1 a' '-'1 AIM INVESTMENT THREE, INC. . . ,g , I I A I B - 6 2 73 71 0 0 C2 vil'Arr PliP;PgKiNx7 '1 ' 1 ,- ., ! '.,.3 AV111;q;Iii la.±1:7”.0 '±i T:j.ii 15: ,--g gi i ',!tc -0.hi 08V:=1!!!ii P Vii:',04'4,'10.I',! 1 .,--''. , " !' 5.. . V ii ! x±qga't a"7.,a 91 aq4 olE , Flf., ,!, '-,7 ! A — 5 '- ,i RY.,X,I; I;',Ar i',. 'i,§ ifiri '-i,Y:;,,, qi§ 1 A'1 t l'g NV .-5 45,Pg'`.----.1 ,,. :-:, ,o / * / ,EO7-' ;V,:4, 0 0 8 0 001 „to! ilf !,' a'iV Ea /'ZI.,'Ii7 '-' -7 f,/ 6 g °.9: q i ,',6' '"'• -F±' 0, x qi ro, 4, g 010 g,r.w: x ,,,g?i T5 I, 2 't.-i e G.L''''Ti ,;?, 1 - \ ;§ , PS AAV 1 1`:, i'i ,,. 411; ABS?i,; .,-i '77;c 1 2 tt. A §, ''3 ag PA P% „,- , ,,t, ,! , ,i ,'...! 4 i 1r-1-, ' 7 P i g 10 ; .. •-.K .. , am. 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' . --1 z-; 1 -.1 , ' i (' . — - ' , ... , --- 1, ....• i , C'g 1 ---- I i .......1 ".•' . ,I 1..0. A .14.021 1 --'"'''" mil6,-.• '',.'" ""-A %11 -1••1-1p1/A.0..... . -- -,__ -. i Te m 0 5.2, °V. • • • _,/ ,,, L... L, 1, , .........--, , ,,0, ,..,, 1 ,,q, v 1 i ,--. ( 1 ,,,, ........___ , ---rtm...trr-rtg-----.... s. / ;. -i i _ 1 -',--- _ A 1 1 t-- '1 ' 111' SS WAY- „I0 1 x „1 iiiiPlii?;: i.12, I 1 I i'li I ,-7:,f1-'-',h. 1 L' l'okto8zREEI‘J pRAEXIREPRoRAED 01 r5 N-71 '7'1U P-'-'1-'''''''5'°-1-hi -, i e16 1 l'' D.' -; ' COLLEGE STATION TEXAS 77845 B ._lilyx-'; -I 1 1 1 Olf V,,.0 .,A : , . , ..-. 41 0.io, ' ' ! 11.-r, ,,.',.'°,,.$: ....f-r- ' ' Aii431.5,,,s. i 1 '1'111 4:1'/,;r°,11:4112, 1 N 5 A PROJECT OP Cs \. eiMiNIsiMilriliR 1 1 1 2 . ' AIM INVESTMENT THREE, INC. ' - 1 IIIIIMMIMMIN U o 00 O iv m z O_ 0) (.0001 l nil m D K O m mI VII D o D DZ z x 0 o A .� , Dcf) o —, 00 ,rnnH cn cn D O Z z z z ' � � -' CD G7 0 0 c < i r- C z z z K m MC) N RI rn p m zzi -too o u N in .,U in c OM co oNrv'r > > - H --I II OOOODo o33 1 o O - -< O � ..z ..):L. rnu m m 0 O 0 D D Z aurin m i�-ri Z > ww > > D7) Z J Ni p (A MORROM U) 0 J3 e civ O - JJ - MG Iiiit aJzz2 � m JJ 5 - 00 . 2 1_ ° D 5 Zmj > CJS —I x > 0 tr" cnO) r �i, rn UP') O CO M r-.1,_. 0, (.4 4 D --1.. • _ , ,. O z . i > m x V rimil Ui . 0 I r I I 1 II Fi._. i� it I _ N 42' 57 17 E 30026_. �. 11 — -_ ~'s... Is II Ig41�'i't I Itis .._. s- I;III It a_ 1111 i*?I 11 ll .0.7.:• .... �, ' I Fc.l 1.11 , I II I1lli 1 IIcd °...�...,�...., m III, 111 > ■111 I i II. I13. 11� ail :J�JI�I I I 1.75 ACRES I III 2r47.,• .. o "i Im 11 -,m I R 11I111k \1I ro •,.._...."....,.__.._,..,m n ,(1-'H I '� H I o r I �I, I ` \:•,,,,,,, ,I 1 I , • m e sA� E7 1zw rssaS �T 11, - .fi t- --_ __ SURVEY .d-... IiId - OF A I.75 ACRE TRACT OF LAND a• �▪ �� 3 IN THE ROBERT STEVENSON LEAGUE.ABSTRACT 54, 7/1: CRY OF COLLEGE STATION .a... ' ° z GREENS PRAi 3 E DIAD BRAZ0 COUNTY.TEARS a 1IU.1 I BEING THAT SAYE TRACT OF UNI ".. } 0. DESCRIBED IN DEED RECORDED IN E VOLUME 4114 PARE B] TFICIAL RECORDS 47...5.r. - ...�...n.".... /___.__i�y ,.Q 11 la BRAZos cOUNtt.TEXAS L M no Pledger Kelkome7,Inc. 1 , , -^� .......1 Wrm C / �, A 1 B C D T FS Pit A N A - � �F S$ a F,( ;�Ea Ili a �g_ =1 z ;43p; �5S Sag iii 1 maAo �$ ogpzf 2t $ ///Vi 7£ syaaE $ 3p Aga 3 _ >� [ $ski i:ii G a F a€sa €� zo' i DyR xsx 3 ,i 3 ] i aat ai a r ; 9 a$ a i _ " , � 2Y . ag Rx 9e kg'Ag 'a 3n pa $ H ' exi 0., x xt PFri 41 h M§,z _ $gmN9 2_ v \ -'la i d ar 4 al € 4 K ss H3- O$-S 1,.!:;,s. i zp 7� BAS $ p� «A 4 i R i k �+ ad3 :414 F4. R $ IA. 5 i $ xi i.4. .$ 12 -S $_L 3F,' n /// fg c- a S, IAA,? x E ,5i1„: $ -\,-q, oa , A a .74 a_ /_ \\” ^ pp• aM _ y W.v.W. Y // Y i, Ee sig k .o g j \ _ NOR7i{B0�1ND FEEDER ROAD a ,_a,„„�. 3, _ STATE HIGHWAY 6 A er F-.—AGE STREET 300'ROW.(ARIES) ASPHALT PAYBBIi (ONE WAY IRAFF C) ',,''g __ R e 11131.15.3 aR1071,3 03.301WIER1 A 3.Y /-N3,3111 A 4.10 `3 0 As $Y / n n vs m'o'MD ' 3 I -U 2.2' __!.-- —_-_-....--. ;____1„„_ 49'24'38" W--�5' -- —x — G Nin -,...0,..........a.,....., _.7. — �g —_ —— ,y I 2\ :-.: — r \_ —N� , i ,../ , \`. g / //// 45 /\ I 1 T ,/ I ' I ll z u <� / I ;5 i.p. b I N ,.-......,,,--..-r.911 A _ mo -� �� = /1 I ( I Ai0. l 1J j$ ,€ [I Ro f I ' '' 1 . € a ZZ m )SON x_N 1 /' 1 N2 m _' i'1 m U x 12� I xm I I n �� r,, ti?Ao ;111 1, i i — �, i y S 49'24'38" E 270.23' 11 I I 41 Ig )3g.. I ✓1 , I 1 4 F 1 I I ag YY4;ppp� 7 I I 1 I I 09 ) ! ;r gi r iiiii 3ii3i si% 6 y A&M EXPRESSWAY qi g.pp;•a ,� 101 GREENS PRAIRIE ROAD z a O ; 1 §i a igl i'i 4y 4 s€�" t COLLEGE STATION.TEXAS 77845 n °.. a I R i$i3(fi ithlio R 4..1,,41i4-).7 VIaI d . b �• N A �51E9 nil A i:E14 3t. A PROJECT OF 0,' x 3 _ t A AIM INVESTMENT THREE,1NC. w 2 sF A I a C pp D 00-7,,F, ;;ll ,,- TA o^'aii m D F //RR mo4AZ � g 5-41,S,� Nor ,,,,'"'./". qt Ti 3!!i... ,;!:i',., "7a. i=m \� /3'/ / / IR m" A n \ T mgg - 7 \\/ \ ilil 77 F% _ s __________- NORTHBOUND FEEDER ROADa i' STATE HIGHWAY 6 '� DOT oorAawr ET 300'RO.W.(VARIES) rRouwo'txAY6 FRONTAGE STREET y ❑ A9RIN-T PAYBB+r A �(O!E WAY TRAFFIC) C a "T , g 6 I � N 49'24'38" W 775.2 O ' n- M 4Q:e L':i' /m as •— g 6 / I U'. p2R' l- ` A. ..z (.:- se=x `' I ♦ tvil i •♦ g ( ( i ,a ill i o "t Z 1 "ii I • I 0'3,6 • ilili 12. ZZ ii,i gg /7 /4_______, *41• t. __-wi �� �.aa- S 49 E 270.23 a a c —oez 1 . € vg I 15 1111 AN kis q isl&I ! ' S 4,', i III i,5`j " II, 191' A mm =g filp-TIN.€IA 1 V Al� g!; .8 / 5 5 " F1 " 'ice 3� 1 aR BPMF \l $ P' 2" �o r ^ flip a $�� !,,„1.4i ��RaR3 4.,Aa z �� F^ E g � S �� 1 d A R -gyp E ;A p' 3; 'oo S xg a S $ "k• P £; 3 3 I i NYo ?� ��Y..' 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I 1 ug, CO rilE*11111 , I- I �lir � aI rm Oa sN TiFD NHA iml ,1 ' Rtz w ' ' hm !,1' i! in.. ,m� D m 1 ._ MI .! 0 go 0 , L .2:2=51- in e /44iii . 111111110111I� _.11117 INI1141fr Ric °g . I y u{ Rn SE : � S.: �•r z,o.3 24 23( it EIVII 2" m7,4, I ^ !. 1 A 5 i g{ lif i i 1 idP &A ,... tto A&M EXPRESSWAY 1 s `/ i``T i3 f�i9'3 13 : b 6 101 GREENS PRAIRIE ROAD n e 2'1_^ a ;A. - COLLEGE STA -, Q' �i€fills�Y^31�,�>� � � � ��® TION,TEXAS 77845 y N� t� la/ z` 112 A PROJECT OF x A 4:10eiiitt ,th 1,A G AIM INVESTMENT THREE,INC. 2 F2 gX I B C D dC. r , �Xg �J N;- a x $ii� R �A ah o 'ggo a '� K 4 a s ' 1W z r5 'a a P": - u I:illa 8 'og'J`o z if 4d AJ$ u5 QR4l� F ''A €ms a$�$ Ing' J P. v :''O 72 a Elam &8"�` pz� -u ,es,P 8 '5 " s A=p'pF�3. 9p^a q8 ,a P x \\/..�' g� I 7 A T q'8 g 34 ;n 8/. a - E o Re C3'OO� . 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Va l i 82 .x ii mil, $ Ile I i< lig i m > dol v 11 I Vim,n 2 1 I 1 1 A 'qtr..] A g iili-a1 t'g34 1,131^ a 1 ` X 101 GREENS PRAIRE ROAD E e Q,l ;.i 2e113;404:4: 9i A i§*; 1-- coL.LEGE STATION,TEXAS 77845 -l. 'g iiI .t ,+o. �+ SNNW m \ A 211111„;1;411;g1001 In4 7 A PROJECT OFF d >< a l+til €3it1=?il#1.1:rQ i$ AIM INVESTMENT THREE,INC. 2 iX 1 A ' eB C ' B coo®®®® e '-'',)®(pg (aa---eoc) a ere enm-at,a,9@eo i g,,i a a g'gg .4.911 Pil PO 11 35 !i' 7, ' -::'8-, !. El V.-:F. 0 rg '', Vi ii sl HU ,,I, 1 : !,, -`,, ;WI xdil p NA ,i A I DA§ 7 1''-'go:e42.1/q P ii!5S,"-g q.•r'V' .z.,1.;1°1 i . e la kW gr6N- a! F. . ' II Fj 1 r 1!.1 I, iliNq h 5E:P il i 123;= il p:P.;ii:Z-r ' EL :; 8 ! i-x' .04 ,re ;','' ' '..,..r.'I -5 ; ' ''': '4 i'''4‘'T 4,,,%gg N A A 1; 24 ; L' 6 g A I 9 s 9 i g n 44 Ita'N 44 . 5„ .•,-.• , g;,,..;;-.. ‘,,, ; 4 7, In 9 q Rbi,;,x•02.71:AA ie,9.A , 4;A":", 74, a g "AA " A-"g' - 4 AA g"0 'g g g 4, 1 gl 2 I3 '''',A“ -•':7,5,--5g ''''5 AI ./IZ\N4 i 0 R,]A IA 5g 5- -„5," ,,., %A ss,„,2,g, 33 1, - g A- - A A ' 2 -, A St 4 "sg A 2 2 2 4 g g g 2 A IIK 1.wws-- g I" —A. ----. il ' NORTHBOUND FEEDER ROAD 7, g STATE HIGHWAY 6 EXIT DOW141AAW 1 T FRONTAGE STREET 300 Ft.O.W(VARtES) PROM 219,2SWAY 6 1-T, '1-"1"""1: 'Kq 1 SONEWA ASPHALT PAVEIENT9 --A I' -7,`-i (no 00411411.1401.40 SONE ii_: _ WATTPAP190 1 I = „, i'I gIgI; * " ge Ag g ji. .1 i nA°' 0000 _ mcnrE -4:. ---, I - /' ----- --------.- ---1_----. -.X--_1--- ___ -- ---7.-y, -- -k —,,,,,-- zr„, -_-_*r ,. . . 6,114 1 I ee —— • 0 A Illis . .6 ----ir — : '- 7 I ii. ,,A Ri • r------- I Co J alnamIENNI-1.6.1111111111.1l....,,r' q!! 1.-•?.. ' I II if I 11 g° g' I 1'' / • ee't I I I 'I, Ili L IN : gx :rgl I b . -----g-- 7.1;., /• ""'",z. r-` .--.I . I { p "I.A.4r,0,,,,,,no. ,..• r i ""`"r r'" ° MA.I. ii ' i : ! fr/{ a'' - - i ---• g >. pat14 N gm "1 d',,, r A 1 ,a5ii ,os c 4, II -,!* I 1 ' , 1 ,A gi I I , s• g ,i,_). • , 11,4 1 ------ . ,, ,1 0 - _ I 1 I I : - - pli 'Ar q 1 I 1 1 , .e 49 : , • - 41:1 1-1---—-I 1 ___: - l'i•-••• fi 1 1 il ll li 1 gI 11 _ . li il, 1 AH.i. ..A i a ... -, . . ..,-, 7(1 AI g 1, l„-,--L- — _L I I I 11 I4.; ___________--- izi I 1, i 1 il,‘;,,1 - I 61L'' I I -6- - ..„ --, I I _ A&M EXPRESSWAY i el I 1 01 , -4:?,111 i,ofzghilgr, 4 1 (-sts,-11.3 icti GREENs PRAM Romp . —, a, fig,,,,k g,g.,„ COLLEGE STATION,TEXAS 77845 0...., -1 T2 min ; IP:Digit tfigt;iF v, :kw (41 EPri ilia g,, , t • 2 g 1414m I r4,518' a . ,,,,,.t--,:. ‘ .r ; :.-. 551111Plit'llk .,. — -I-- \ A PROJECT OF \ IM liPlat /ITV ;% . o r r Tr?,. a _, ) y AIM INVESTMENT THREE INC. 0. z A A A C. D PL:i 1 P:11/ -019 IF GGGGGGPI R :> � LI iAAV =L = _P99 — mi mA pm L 0;1 it n -_ ,,,R"1 gm ' N ' $ - nszv... N " yAmo F Y t1 F! I�I^ \\� " a' g� '^��. [' .�� jam' . vs'Sc 1 1��.'i b as 3 • ► __Dr ITP - ' A c§IIIII1UIIIH!` s51 3• ' :* ' $ i � a Afi; Es 1_. ' 5, // I 2�. k 5.�<.5I•.-.....r......4,� ��(QQp p�44111 ^ 8 X5'0! I n ,/// �F' z�1 .X ` 'N yy i3 C93E§ ��R'fit i1 8 roar 1 yo Nn, c,,j■+■� z€ "axg BFB=[ -J 1 J. Fi 3i qv o "�.ES Er fil Q P £ II!!{ i a l a II F 1 I� gyp. n $ n k - \ 4^• a I. G lit S 1 F " ,'` a .a ,o^ n• i e 'i• q :A. Rid^ s ° z if ie4 1 € Io it o 'itp 2 §o c ; a• � " g �` F6_csli aq Rip Sit "I .l' 1.ffiwg a4.1 R -- `\ - ^I^ iia We A? t.+ �iliuli !IF 3Q c s=i II' '',31P iii lic€S z,y,1 a__i F e •1 a1i IIF ^ :"'' ,_,a a Aa4 = g;g R� ^3 Iso A; 's ri i1=�5 k e �^ 0 a[ ryes 3J "7 6 I � r—� I _ nal 3: IA $ Q, a __ ala m - ?cg +3 r `^ 1.i 14,1 +�s Y . 8k E — 1� D ��A- pF § 1 P FF r ,i_ _ -,o 6n is^ g— El X R h .„,, 1 1 I T I ;F .' 5 di g g K -p IN v € 5 x g+ gee; x 2.5 B 1 ° ° a s*ae;° s p r 5=;t, 1;1 � ,fg _ e. m A&M EXPRESSWAY 1 k g' ° li j 41 41,114 IK§ , a= v' 101 GREENS PRAIRIE ROAD e 1"a 2 '> f g 41!31 i;40 ia!11141 N 4, yal-4i y� COLLEGE STATION,TEXAS 77845 C7 m s 7 6 4I if, z t 4 $ . •A PROJECT OP a : �• x- . - , 3.l 111iaTifini 3i? 3$ . AIM 1NVE$TMENT THREE,INC. 0 2 ''"F A I A C A ...,, N - ,«,..',:5 o5,,,,,,, gmA m V5;1161 ,1! FiW, A6 '''' � i,,,-iig1�g uSAiP*t5 -,ww,m w:�4K, 1 i r X45 :;1 vA Aa § III; L:1 :I Ili► AT PaI A 1. , \\Y aaF m"F R 1 -1 4 I: . nE, " � 1 :p 1- o R \ A d I = F II 1 . 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IA 410 IT flIfidt g 1 r, VESTMENT TRE-INC _ i' :+ A B C C "°"AWE wire bi p. A, :/ 1'0e 'y 3: _ f --/ ae _" —1— --- �> vs aowl v // �g a, h-41 f l 7' •. .. 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'ATRI ii =°SID vi P „A$ ash45 4 .A7 AX , ,��, Y i zT N _, ; t � ,a „OAR r sa , © . O 2 8 go 8102- sV sA Ae Ai - R m og Y=`A 2125 F po8. o alias • y' § F I C" kgs �k. `" 8'e .v g. `": �/� 7SJe N e "1 s• p TB —i \\ \4k ax U e. NORTHBOUND FEEDER ROAD � � a STATE HIGHWAY 6a. PNOY HOHNAY 6 DOWMAIr a• ��• IOW WAr FRONTAGE STREET S RO.W.(VARIES) g TRAFFIC) A9'lNLT PAVB.Bt. � 8 � � Qq OO4Rq VEOWFD UNE WAY TRAFI9C) 01 '. x JJ I I 0 SP 1 s 9a a PP x &� ` Lam' -‘ i 1 Viipi a. 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NOFfTHBOUND FEEDER ROAD \I:73 \v, 1 , • STATE HIGHWAY 6 Eet COMM.), iil !Ili -* IONE v/eY g ---- --e 1 FRONTACiE STREETer._,....,300,A.3.,...4'RO.W(VARIES) Ow VieY TRAFFIC) a.Am *0-11 5 - i 1 ALI, r,81 ig .1 0 155#5551,.15.0'Cing.R5 27 - . 8 i • • ...,, // ,,,, ',7,- ics as eer,V.•• .-0,.. ,,. i Nil R 16 c"--* . e s . 0 ,,'-'i . ...., et a a . ,: . ....--' , ”.4,it t ,• . --_ - r-,"-* ----Li t 1.(a-Td 5-sii-s.-7.4 -,,,, i,,,e, e F2'r. .4 •• • .." 1 h I 1 €i g 4. ... d• 1 IN MI I .i 1 11 M362.... nAA.•••••1 ,t ,,,,.1 . .4 /410,,,,..,, 1 4 ' ° ...• / e,",, * -e.i'r• / ' I i /. : 4 /N --'1'. i • • fa '55113 3L,r • al . \ / ,, a -- .--- 31 Rigiij 0 / ,• ",,,. \./° =n7r..-4.74....„. a /..,...,„.:.,•.i,/ v •1 - m. ' ,1. :1,Pg 1 11—.siig.g .: i P.„A g• . 1 pi NEL u 1 6 i'll' ir-/gri 1 v •: = ' - II 4E , A?3 ' '`• ' ' . 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