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HomeMy WebLinkAbout02-00500103- 00073288GALmDO ENGINEERS AND PLANNERS, INC. 3833 South Texas Ave., Suite 213 Bryant, Texas 77802 (409) 846 -8868 Mrs. Veronica Morgan, P.E. Assistant City Engineer City of College Station College Station, TX Subject: Drainage Study Allen Honda Parking Lot 6R, Block "B" Eastmark Subdivision College Station, TX Dear Veronica: September 8, 1998 Lot "' Phase N 0 3o -9T Pleased find enclosed the referenced report for your review. This reports covers the proposed expansion of the parking lot of the Allen Honda facility located at the northwest comer of the intersection of Southwest Parkway and the S.H. 6 East Bypass. Sincerely, G ALINDO ENGINE AND PLANNERS, INC. Christian A. Galindo, P.E., R.P.L.S. President cc: W. S. Scarmardo, Architect 0 F P4I- �i► Y.... ... ........................ ±•..•.. CHRISTIAN A. GALINDO +:. ............ ............................•... 53425 R ee GALLNDO ENGINEERS AND PLANNERS, INC. 3833 South Texas Ave., Suite 213 Bryan, Texas 77802 (409) 846 -8868 ALLEN HONDA PARKING LOT COLLEGE STATION, TX DRAINAGE REPORT 1. TRACT DESCRIPTION 30-98 The parking lot is to be located at the southwest corner of Lot 6R, Block "B", Eastmark Subdivision, Phase 11. The total area of this lot is 2.418 acres, of which the proposed parking lot is to cover 0.256 acre. Lot OR is in turn part of the total acreage owned by he developer, acreage that includes Lots 7R, 6R, 5R, 11 and 12K Block "B" of the referenced subdivision. Exhibit 1 shows the general location of this property. The general runoff flow direction is to the northeast side of the property where an "area wide" detention facility could be located. However, since there are several lots involved in this study only the specific lot, Lot 6R, has been studied. Lot OR has a total area of 2.418 acres. The adopted Flood Insurance Study does not identify the existence of a 100-flood plain affecting this tract (Map # 48041 C 0144 C, Jury 2, 1992). 2. STORMWATER RUNOFF The site currently is currently vacant. Exhibit 2 shows the tract, its topography and the proposed location of the parking lot. This Exhibit also shows the possible location of a detention pond should one be built In connection with the development of this parking lot. This pond may have to be moved should the terms of the platted private parking easement may not allow it at this location. Two drainage sections were defined for this project. Section 1, 2.163 acres, will remain non - developed at this time. Section 2 will contain the proposed parking lot and it covers 0.255 acre. Exhibit 3 shows the runoff calculations for 5, 10, 25, 50 and 100-year rainfalls. Runoff detention estimate was made for the 100-year return period. The increased in runoff for 0-100 from pre to post - development conditions represents 24% (11.26 to 14.00 cfs). - 1 - Exhibit 4 shows a preliminary estimate of the size of detention facility for these conditions. Should the pond have an average depth of 0.5' the area required for it would not exceed 1,800 s.f. The logical location for this pond is shown in Exhibit 2. The pond size estimate was obtained using Haestad Methods Pondpack V. 5.19 software. 3. CONCLUSION Since only a small area of Lot 6R is being proposed for development, since the remainder of the lot is owned by the same party, and since there are no current plans for developing the remainder of the lot, it is recommended that the construction of any detention facility be postponed until further development plans are prepared. K should however be made clear that current City Ordinance would require the detention pond facility sized hereon If no additional development be contemplated. Septembet 8, 1998 iP41 CHRISTIAN A. GAUNDO, P.E. # 53425, R.P.L..S. # 4473 GALINDU ENGINEERS AND .PLANNERS IN C. 3833 South Texas Ave., Suite 213 Bryan, Texas 77802 (409) 846.8868 EXHIB 1 X 262t B 1) 0 � X 266.0 x266.3 \ti 5R ` 1.916 ocr. X 266.6 ` or 2.163 ACR. gR -1 0& e 25U 2.111 12R 1.675 ACR. 11`) x 2 5 Q i 1 5 X 7�x� X 287a X 290.1. 181.1 (� X Iv X 281.4 X 293.2 S SCALE \\!M 2.8 X SPECIAL NOTICE p wi&&=bW=v6Gplmn*o&UeodSenwoddy inA=&=dabnmayrognu�e speaala r000�nem�utionutngoestedtDOOGtg tT*MWWdsonst (512)416- 2490atleasttarn Cl� P�iaelo the k so that a�ptopaate a mbemade. GrALINDO ENGINEERS AND PLANNERS, INC. 3833 South Texas Ave., Suite 213 Bryan, Texas 71802 (409) 846 -8868 EXHIBIT 'R 0 �/ \ Rp Ile / o \ N r il l m � \ \ UWwz ` \ ONo© \\ a U) a cr_l N O Ld N °r CSC / rK LC) 06 N r� z— CV / SPECIAL NOTICE TO CONTRACTORS This Notice pertains only to T�ntlne Maintg0nce Contra r *s which w01 be CCSt's with a 6000 Number. This does not affect the current procedure for handling construction project plans. Shown below is a list of reproduction companies that will begin carrying plans for Routine Maintenance Contracts beginning with the JtIi_Y.139]01 fi g . REPRODUCTION FIRMS FOR ROUTINE MAINTENANCE CONTRACTS (RMC'S) Contact _P_erson Add= Phone and Eax Nu D & J Blueline Dana Burton 1000 E. 7th St. 512- 477- 6775(w) Judy Marshall Austin, Tx 78702 512- 477- 0063(f) Miller Blue Print Dalia Gonzales 501 W. 6th St. 512- 478- 8793(w)_ Randy Eakins Austin, Tx. 78701 512- 474 - 70990 or P. O. Box 2065 Austin, Tx. 78768 -2065 Rapid Plans Robert Ligon 937 Reinli, Ste. 16 512- 467- 6544(w) Austin, Tx 78751 512- 467- 6533(f) Texas Plan Room Date Detten 4108 Nixon Ln. 512- 601- 3212(w) Austin, Tx. 78725 512- 926- 7875(f) I t 11 O it rn 11 1 A I 11 L 11 O 1 O 11 A it 11 Q II O It O 11 1 _ v 11 11 II 11 t O Rl7 O 4) It It Q � It It t 1 !1 itJ 11 to 1t L 11 I ? 11 Q A 11 mod' •�? t W ti 11 a 11 v) 11 y- y> _ I U 11 tl 1 O m 11 11 A 11 10.9 t 1 U it N 11 L II It A !1 t C 11 Q 49 11 ii lf9 it 1 C 11 N 11 1 1 3. 11 11 11 1 1 t.p N 1 f1 H Ii rA 4 O 11 L 11 1 t 1 I to 1 It O 11 Q T 1[ 1/ ! ^ 11 a 11 1 N II ^ t1 N t 1i 11 11 II T• 1 O W O It fl 11 • i 11 to 11 m rn .al � U /1 L II 1 ^ 1— t 1 G'l it i 11 a!) 11 1 11 1 � C O O I ti tt iP W sY 11 1! af) t0 1-- i 11 V9 /1 "d' 1•�- 1 N It tl L Ii A 11 11 — O 11 11 t O 11 11 1 II 1 i t1 Ii II 11 t 11 N 11 t79 09 II L 11 M M �O tO 11 11 O 11 117 11 1 t1 f1 11 % It 1t L 11 It T !i W t'JO 11 tt O9 07 II N 11 Q9 OI II 11 II 1 Rl7 i!) ; t lP1 11 t L IR W W W OU S It O 11 M M N W tl Ii II 11 t99 Tara c� I;p n u J @ 11 II N 11 L 11 2 11 — A 11 O O O 11 11 h- tl t i a!9 t1 11 @ Gti i t � 11 it '>0 11 I t1 C l t19 II to I l O O a.i'9 tL9 p ii U If it C 11 0 o H @ Z . it O p rh 11 U ti 1t 0 a o 0 V @ @ fO tl 4! tl si• o • > Z ( p V) m 11 11 11 11 O O O O lL C7 � 1 I -1-I t I aA O O W J 3 it C la- 11 Z J J O 11 4) 11 O J � @ O V I I J U 1 1 1 1 ; M ill 1 u v u 1 M i1'/ 1 00 11 O M ti 1 tp N7 f 11 J1 11 •*t Il Y It t It 11 11 1 11 It 1 11 1l It 11 i•I I i t 1 11 V ti G II 11 II It II 11 11 Ii I 11 n 11 y n N I c I /1 d 11 q I '-• YU it @ L II y y 1 11 11 4 11 I ao sp 1 L L I 11 t1 'O I it 11 C I 1 C.9 d 1 1 1 V 1* II i t 11 I rs9 a •�- a n c I '•-� 11 O }• 11 t6 oa O 11 11 Q.. � I 11 11 Q M O 11 II fU I It C 11 > I 11 O Ii Q9 I 49 ti I1 -1-1 if 1I t I 1. 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(D t0 fa W W W OU M r•'I M M Oa m t99 Tara c� I;p tc tO O O O O O d O O •KI' W ^b' Il'I o a O O a.i'9 tL9 t� O •at ^ s!- N 0 o d a 0 a o 0 � t! si• o O O O O O O aA O • J' d' •st O> O O O O 1 1 i M ill 1 W 1 M i1'/ 1 00 iP In 1 1 tp N7 f r' N 1 •*t 1 a' N 1 s? t i I 1 1 / i•I I i t 1 1 G I 1 1 in to 1 '-• YU 1 C i t N I y y 1 > 1 rn x ao sp 1 L L I d l t m L 1 L t0 1 Q7 <.:1 1 1 C.9 d 1 1 1* 1 1 +) O m I O OMIT '3 L t rs b d A I O M O O 1 V9 f t t O Rl7 O L 1 I 1 Q O 1 W O W tf9 l Clf N I t y- y> >• 1 1 1 6 ti Y7 O m A 11 1 1 Rf 1 E 1 L O 1 1 O 1!) O rA 4 A / O I mo- I!) C � 1 I to 1 t0 o W N 1 N N L 1 O O O N L T• 1 O W O O I m rn .al � C T sC ;> Y I 1 i C N 1 .O 471 'rJ � C O O I v v I OMIT '3 I SSUED BY COMMITMENT FOR TTTLE INSURANCE COMMONWEALTH LAND TmE INSURANCE CO MPANY Commonwealth THE FOLLOWING COMMITMENT FOR TITLE INSURANCE IS NOT VALID UNLESS YOUR NAME AND THE POLICY AMOUNT ARE SHOWN IN SCHEDULE A, AND OUR AUTHORIZED REPRESENTATIVE HAS COUNTERSIGNED BELOW. We Commonwealth Land Title Insurance Company will issue our title insurance policy or policies (the Policy) to You (the proposed insured) upon payment of the premium and other charges due, and compliance with the requirements in Schedule B and Schedule C. Our Policy will be in the form approved by the Texas Department of Insurance at the date of issuance, and will insure your interest in the land described in Schedule A. The estimated premium for our Poli- cy and applicable endorsements is shown on Schedule D. There may be additional charges such as recording fees, and expedited delivery expenses. This Commitment ends ninety (90) days from the effective date, unless the Policy is issued sooner, or failure to issue the Policy is our fault. Our liability and obligations to you are under the express terms of this Commitment and end when this Commitment expires. IN WITNESS WHEREOF, COMMONWEALTH LAND TITLE INSURANCE COMPANY has caused this commitment to be signed as of the effective date of commitment as shown in Schedule A, the commitment to become valid and binding only when countersigned by an authorized signatory. Dated: M'V/ - �C. �' 1 Co By COMMONWEALTH LAND TITLE INSURANCE COMPANY B IA" Chairman and Chief Executive Officer untersigned: ♦ Attu: 7 secretary AudhWiz Signatory for Title Insurance - T -7 Texas (Rev. 10 -1 -97) %1 ORIGINAL MODIFIED RATIONAL METHOD - - -- Graphical Suimary for Maximum Required Storage - - -- ALLEN HONDA COLLEGE STATION After Development *************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** * RETURN FREQUENCY: 5 yr Allowable Outflow: 7.44 cfs * 'C' Adjustment: 1.000 Required Storage: 589 cu.ft. * STORM DURATION = Tc for Max.Storage *--------------------------------------------------------------- - - - - -* * Peak Inflow: 8.42 cfs Inflow .HYD stored: 5IN .HYD *************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** , Tc= 10.00 minutes I = 7.693 in /hr Area (ac): 2.42 . Q = 8.42 cfs Weighted C: 0.45 Adjusted C: 0.45 F L ; ; Required Storage O .----- - - - - -- 589 cu.ft. W C f s 0 0 0 Q= 7.44 cfs o ;. (Allow.Outflow) a o NOT TO SCALE o o ----------------------- ;------------------------ 11.17 minutes inted By: ~ ite Cn: 01 22 at 14:19 art ^ate: I °/28 :Sun> End Date: 01/03,'98 'Sat; EC0140PH.0NE Agent Activity Admin Group: VOICENUTS Agent T. SUSTAYTA weekly Other -_ - - - - - - - - - - - - Date - - - - - - - - - - - - - - - - - Logcn ;;ACD I/C - - - - - - - - - - - - - - - - - - - - ;I /C Ta1k;I /C Talk;; 4 ;03.02 Report - - - - - - - - - ;Work - - - - - - - - - - - - - - - - ;Work ;; - - - - - - - - - - - - -- - Drew Creak. -_ - - - - - - - - - - - - Date - - - - - - - - - - - - - - - - - Logcn ;;ACD I/C - - - - - - - - - - - - - - - - - - - - ;I /C Ta1k;I /C Talk;; - - - - - - - ACD - - - - - - - - - - - - - - - - - - - - - - - - - -- ;iNT Ta1k,TNT Talk;; - - - - - - - - - ;Work - - - - - - - - - - - - - - - - ;Work ;; - - - - - - - - - - - - -- - Drew Creak. Dur. „ # ; AvgDur ;TotalDur;; INT # AvgDur ;TotalDur;;Work # ; AvgDur ;TetalDur„ Break #; AvgDur ,TotaiDc'; HH:MM: Ans MM:SS i HH : MM: ; i MM:SS : HH:MM;: i MM: SS ; HH :Mill;; MM:SS i r':'1`. ,2,28- 010393 , 45 :05, ; 418 1 :28 , 10 :16 „ 0 0 :00 , 0 :00 „ 163 , 0:46 , S :21 „ 3 42:44 , r.; - `-----------------'-----.,.--------------------------------------».--------------------------------'------------------------------------ Totals ; 45:05;; 418 ; 1:28 ; 10 :10;; 0 1 0:00 ; 0:00„ 163 ; 0:46 ; 5:21;; 8 ; 42:44 I Grand Totals , 45 1 : 03; :���,; 4i3 f t 8 �:2� I i , 10:16;, 0 t 0 4:uQ i 0 : 00 ; ' ti „ 1�3 ! 0:46 C� I . 8 . .;.�1 I : „ �, l ! x2:44 �.. , MODIFIED RATIONAL NMOD - - -- Graphical Summary for Maximum Required Storage ---- ALLEN HONDA COLLEGE STATION After Development *************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** * REAW FRBQMCY: 10 yr Allowable Outflow: 8.35 cfs * 'C' Adjustment: 1.000 Required Storage: 662 cu.ft. * STORM DURATION = Tc for Max.Storage *--------------------------------------------------------------- - - - - -* * Peak Inflow: 9.45 cfs Inflow .HYD stored: 10IN .HYD *************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Tc= 10.00 minutes I = 8.635 in /hr Area (ac): Q = 9.45 cfs Weighted C: Adjusted C: F L ; ; Required Storage 0 .----- - - - - -- 662 cu.ft. W c , f s ; 0 0 o Q= 8.35 cfs o (Allow.Outflow) , o o NOT TO SCALE o o ------------------------ ;------------------------ 11.1.7 minutes 2.42 0.45 0.45 E gU RG11S G3 .,^ Recc .vr. 4 Le t ned Or U _ Agent Activity VQICSNUTS AGes{t: T. Sl) �IA7 "on Gmn: 4� 1 u AwU gl peer., othe r - w. - _--- _ _____ ?- - - -- _ -lt -` � � "SX + - t li�T Talk,,Int ial� `---- 1'' - - - - RGX -- ;UUt ialk�OUt ialk� Date LGu ! R r ', ;,C ! „ : TuIk I Ta-k;, ;TotalDur`+ 't out # ; AvaDur ;Totalhr G , u # AagD ;TotalDur, Irlt # ; Av9Dur HH;MM, � Made MM: SS HH:MM 1 � } j� jay Am M M A S a HIM! I MISS ; { � _'-- _'__ -' _..__.. ..- __.•___•.__ - _ _;__'- -___- 1 V.J46 n f 1 dG t ! ^1203- f 4C } 1 i ( t:�l J,7 { k - . _ - - - -- .. ..' — - - -- - -- - ---- -- -` -- ----------- ------------------- -- - - -- - - -- ,�v G'7wi! 6D 1 G �^ 1 GAT " , u• T a5:u5;' 0111 J 1 ------- - - - - -- -- - - - - -- _..-------- { 1 ta 1- iI L 1:JI OAT 3 „ n CJNOP1i6NE "'� agent "vity jr c AgB�ltgAMh1IE 5TEEN �Cii,vEd bd: VO��.ENL J a 1d:11 Aimin Graug: "7� ri f 0t tie r 3ta t Data 1 1� 7 E r ” {{ D (411 +.)i'�� CJ�nt% - -- _ - ------ --------- __. _ _-- -- - - - --+ Ul aa� I ,. 1Grk -- t p1GC� t G )Ut a alt + ---- - - - - -- �? Taik',i9y? Ta,k,4 iGtalDur „B�az A`- �� _ - - ------- - - - - -- ------- - - -- ----- - - 'IEC Talk`„ ACD '1GtalDur;'WGrk # ',' AvgDur p � r ,�� r. ' Date Logv, ;ACD i ,ttC oaf 'TGtalDur;; iNT # ', AvgDur hihl J - -i - �{}4 MM4, _ - -- - - - - - -- - - - - -- ; - -_//�� /fit , V.'JDII `, J� t, S,Jk l t.J ” _ -__ _ ----------------- - -- - - -- - _ -__ - ° -- V 1 I -------- - y/� - - - - -- �ta.. "S l i�,vl 1 + t J l `� .._ -f - - - -- ---- ---------- -' - -_- � { . i 7� - - - -- - -- ---- - -- -' - - - - -- 5 D - it - - - _ - - yp.V1 i _. ____ j rJl vJ 1 .J I ... - -- MODIFIED RATIONAL METHOD - - -- Graphical Summary for Maximxn Required Storage - - -- ALLEN HONDA COLLEGE STATION After Development *************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** F L O W c f s Tc= 10.00 minutes I = 11.148 in /hr Area (ac): 2.42 Q = 12.20 cfs Weighted C: 0.45 Adjusted C: 0.45 Required Storage .----- - - - - -- 854 cu.ft. �0 0 o Q= 10.78 cfs o ;. (Allow.Outflow) o o ; NOT TO SCALE o o ----------------------- ' ----------------------- 11.17 minutes * RETURN FREQUENCY: 50 yr Allowable outflow: 10.78 cfs * 'C' Adjustment: 1.000 Required Storage: 854 cu.ft. * STORM DURATION = Tc for Max.Storage *--------------------------------------------------------------- - - - - -* * Peak Inflow: 12.20 cfs Inflow .HYD stored: 50IN .HYD *************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** F L O W c f s Tc= 10.00 minutes I = 11.148 in /hr Area (ac): 2.42 Q = 12.20 cfs Weighted C: 0.45 Adjusted C: 0.45 Required Storage .----- - - - - -- 854 cu.ft. �0 0 o Q= 10.78 cfs o ;. (Allow.Outflow) o o ; NOT TO SCALE o o ----------------------- ' ----------------------- 11.17 minutes „., Printed Pra«t d O> Agent Hctivi4 ,ranted N: Owe at l�:iq Akin Group: VOMENOS �ge�t: °Ah1MIE STEEIT y . x,2517 ” r-° "- WEA ut Start ttdtb 1 i LC.. i . , :.; 9B ,;,at' End Dal: DIM 0 - ---- - --------------- ---- - ---- - - -- - -- - -------- - - - --- - PBX ;Out TaIk;DUt Talk.; -- - - Lo - on �tvBX IfG y �IEG. Tali ;I, "C Talk;; P�� ;� Dur��;TotalDur;; Out # ; ;TotalDur; tv9Dur Cal .E it # fi gDur ,TotalDur„ -,t g ik.Mif'` Made MM:SS Hv,:MM cur. , SS � tI - 1 - - - - - -- -- - - - - -- ----- - - - - -- - - -�t� ---------------- .� � ,. t � , 0.5- t _ ---------------- - - - - -- -- ------ 1`40 t n. 15t - - -- -----^- '.),vi - - - -- Total: � t --- ------ � � --- --- - -+ - -- - - - -- y � i t i.4 C ry, t J ' v.L t ' C�� ;r,d Totals 1G:G1, MODIFIED RATIONAL METHOD - - -- Graphical Sumnary for Maximum Required Storage - - -- ALLEN FIONDA COLLEGE STATION After Development *************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** * RETURN FREQUENCY: 100 yr , * ' C' Adjustment 1.000 Allowable Outflow: 11.26 cfs * Required Storage: 889 cu-ft. * - STORM Tc for Max.Storage Peak - Inflow: 1 2.74 --- cfs--------------------- ---------------- - - - - -* Tc= 10.00 minutes I = 11.639 in /hr Area (ac): • Q = 12.74 cfs 2.42 ' Weighted C: 0.45 F a Adjusted C: L 0.45 ' 0 - - Required Storage W ;,---- - - - - -- 889 cu.ft. c ' f ' s ' 0 0 o Q= 11.26 cfs O �• (Allow.outflow) o i o NOT TO SCALE O " i -------------- - - - - -- -' --------------- - - -- minutes 11 16 wo or i Ced Dn: 01/22, at 14 :1 Late: 12n8M7 :gun- Date: 0110311 150 LCONOPHDNE agent Activity Admin Group: VOICENUTS Week!,: Other Agent J.SILVERTHORNE ?age 1'^ (G3,0 Report #24) ---------------------------------------- ---------------------------------------------- Data tagon ;;ACC iJC ,I,C Talk;I%C Tale,;; ACD ;INi II TaIk,INT Talk „ Work Work ;; ;TotalDur;;Break #; Break AvgDur ; Break ;TotalOur'i Dur. „ # ; AvgDur ;TotalDur„ INT # AvgDur ;TotalDur;,Work # ; AvgDur HH:vi�m;1 ; MM:Ss ; HH:MM; HH:MM;; Ars ; MM:SS ; HH:MM; MM:SS ; HH:MM;; - MM:SS ; � -- `1. t . 1C I F 2 11 '------- T- I L.Yt i--- ;ry- 9 -i - - i j -- V � I ��. .�.7, , , r , 1 : 15 i Jet 7 l 8 . �I ,,, � -- --- ; 0:411 a ', C:aC G ; :aa;; 97 1:15 ; 5:41;; 33 , Totals L:4� --------------------------- ---------- -------- - - ------------- '- _ -- "- ___-- _- _--- -_' --_ _______� ------ - ---- _------- - - - - -- - - - - -- ---- ;------ - ----- „ ----.-___'-- '--- a:oa ; 0 � ' 1:15 � z. � �;. � J II I 13:04 I 7afii , 1, rand Totals ^7 ' 44:1��„ L�1 ' c.4f ., I r L 34, I 1 From: Pete Vanecek To: Molly Hitchcock Date: 6/25/02 7:59AM Subject: Re: Allen Honda oK .... I hope that this requirement is not in effect for projects with existing mature Post Oaks .....we would be helping kill off more Post Oaks in College Station. So do you still need 2 copies of a revised land.plan? >>> Molly Hitchcock 06/24/02 04:47PM >>> The city's Zoning Ordinance requires that every development must employ an irrigation system. As part of the landscape /streetscape plan, an irrigation system plan must be provided. If it's your opinion as a landscape architect that the existing live oaks will not need irrigation, please make that comment on the site plan. All new plantings shown on a landscaping plan must employ irrigation. Thanks! Molly From: Molly Hitchcock To: Pete Vanecek Date: 6/26/02 11:06AM Subject: Allen Honda We should be ready to go if you would change the irrigation note to read that all plantings shown on the plan have irrigation. Then we'll need two copies to stamp for the City, and any copies you or your clients may want stamped. Thanks! Molly �Ilqloz li:S June 13, 2002 Molly Hitchcock Development Services City of College Station The landscape plan is revised for Allen Honda Site Plan 02- 00500103 Four live oaks around the building counted as 3 e o er 10 on site Counted as 300 each because they were not in the construction zone. 59 Yaupons were installed and on the plan.It is noted that they are 1 -1/4" each but these are not sold that way in the nursery industry. The site has an existing irrigation system to water the new yaupons. Note: 3 of the existing live oaks near the building(showroom) are looking quite healthy And putting on new leaves.The grade was not changed and no trenching took place near them.One was pruned severely and looks bad but is alive otherwise.Live oaks are not as sensitive as Post oaks when construction takes place around them. Thanks, Peter B.Vanecek () I C ,' W.C. Scarmardo architects ■ interiors Letter of Transmittal DATE: TO: Attn: August 1, 2002 City of College Station RE: ALLEN HONDA PARKING TME: 2:01 PM FROM: WCS Architects Bill Scarmardo CC: Attached are the site plans for Re- Review of Allen Honda. Please call for any questions. (979- 776- 6373.) Thank you. William C. Scarmardo, A.I.A X44