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AUG -08 -03 FRI 03:46 PM FAX NO P. 01 ° . �• r M artne'rs Consu11ing EI)l;inoors and Surveyors I'O. ROM: —• _ _,_ __ r .,, r t ficil.e.,lit, Cl Vow x 4 (c., I t t. S coo) NY: I�AT1C p FAX N 7 �j — 'OTAL # OF PAGES • NCLUI ING COVER): 0 oc Co SQ (61141) /044-e:341G Lk' Vitt IsC'f NAME I'ROJEC'f NO,: NOTES /COMMENTS. Please call our office at 2101525 -9090 i1 yc >u have any questions. . _�._,_ _ to No Copy to Follow • Ilard Copy to Follow vie First Class Mail ❑ Messenger O Certified Mail ❑ Overnight Delivery Please Note: If you did not receive all of the pages, Please contact the sender at the uu¢ubcr below as soon as possible. 'llianl.s! Bury+ Partners -SA, Inc 10000 San Pedro Ave., Ste. 100 San Antonio, Texas 78216 Telephone: (210) 525 -9090 Fax; (210) 525 -0529 JUL -17 -03 THU 09:57 AM FAX NO P. 01 Bury _ _ _ a. tit .0 -c .t. Consulting; Engineers and Surveyors 10; ._- _....,--- •-- ...__-- - - - - -• ----- •- - - -- •---- _..__.�. = ROM; - - -- ._ Ronnie Bolin Ricardo Villarreal for Coy Armstrong ':OMI'ANY: l )ATE: City o f College Station 07/17/03 , 'AX NUMBER: ro'rAL # OF PAGES (INCLUDING COVER): 979/764 -3452 4 PROJECT NAME: — � - --- - --- - -- 'ROaecT NO,: - - - -.^ Home Depot -- College Station 048 -30 NOTES /COMMENTS: Attached are the meets and bounds for the easement behind Home Depot in College Station. Please call our office at 210/525 -9090 if you have any questions. El No Copy to Follow D Hard Copy to Follow via First Class Mail • Messenger O Cultificd Mail D Overnight Delivery Please Note: if you did not receive all of the pages, please cot possible. "Thanks! :tau ry +Pa rtners -SA, Inc 10000 San Pedro Ave., Ste. 100 San Antonio, Texas 78216 Telephone: (210) 525 -9090 Fax: (210) 525 -0529 JUL -03 -03 THU 09:57 AM FAX NO P. 01 Bury consul 1+,I1ghieees and Surveyors )'(l PROM: t) bbotl 'f)MPANY; – 11A'I'tE „AXAVUMBERN, TOTAL a OF PAGES (INCL DI OVJ R); rkO.l -ICT NAME: PROJECT NO.: + O �M M {'S: Ar N07'RS / .._..,..._...T .........,.. -..-r .. ...,_,,._...^-- .......- .,... -.. � - t 5 f i 1 A S SLR_ " Q -� ¢ - e . . ""D Please can our office at 210/525 -9090 if you have any questions. el No Copy to Follow ❑ Hard Copy to Follow via First Class Maul ❑ Messenger („) Certified Mail • Overnight Delivery Please Note: If you clid not receive all of the pages, please contact the sender at the number below as soon as possible. narks! Bury + Partners-SA , Inc 10000 San Pedro Ave., Ste. 100 San Antonio, Texas 78216 Telephone: (210) 525 -9090 Pax: (210) 525-0529 __))) / ,,/ --- x] °s 0 Hew ssun 1S.nd eiA Nt01103 01 Xdo:) pill 1 y ❑ , . Moiloj 01 Moo o,N El 1 •suopsanb Am aim nod il 0606 at aotU° ono tiro asroid 'uoI1qS at ui soda j Ou1o(•[ puigaq jtiautasl,a ay AN spunoq pi wow aqa 3.1e p0yp<,)1V .._w_.. .... ___._. — _ Sl.N31411 /S1.LON - __ _ _ .___ .,L.. 1 1 lr 11I n fan TM/1 — JLUGH :3 WVN ,La:J(0a. �_ _. _ _ PC :am/vim XV ._._.. 11 A ID :ANVdWO: 3110.1)slu,1 �1 a • / `1-1 J �o� 01 ) -Yr rg 9-y, xyy9 '-‘ ----/rvu,J ?Jut/ pi rri-itut ' --)1°177 I **** * * * * * * * *� *�C / k***************. * b :SdDd * . fut.9/1, Y-Irr frolK � c7 * d4 #W * r . * WV 00:01 f1HI E0-2.1 lc 10'd b2) I- 9. a61oap a a6ptag **Ciannittct;riarkin k** *** ** 173 `dad 11 ?S - g Pa- - •noii )uetj, •suoilsanb /Cue anal not 3i 0606 /OIZ aago .mo =too aseaid - saJoN — zaua uuod uogeogddd siompuoJ Jo3 bS$ 3o 1UflOWe all in ZL9Z# ID 1 (LOQx L of pa.zaunoa aq O1) jells u s .LOCRL - sdQj sluaUmaoQ uopongsuop 30 las umnaA 1 (s)waijfo uopduasaQ AlpuvnO i ?EIN 'S *fl ❑ zaunoj ❑ dfl -3 1 0 M ❑ ltt2iuianO 0 iCtanla( ❑ (ds) lodou atuoH — uoisinipgns icemale9 :ad Zf8LL sexaJ `uopuls 023HOD :33 tpnos anuand sexaJ TOT I : ssarppy ZOOZ `£i .IoquIonoN :awvc saa»AJas luatudoianaU- uotlels 023110D 3 : Cundiuoo T£•0£ :'oN1oafoJd zing aiieleN : oL IM UtSU1JZ JO Ja��a1 xrd - 6ZSO - SZS (OTZ) s.rrr (»•n1; prey s.raaar rr j 1;ui11nsuo:) auogdapi - 0606 (OlZ) Ty� 9TZ8L suxaj `o►uoauduuS S JOU]. & llE' cJ 00I 'a�S ` and olpad uuS 00001 •3111 vs- siauuud +icing • BROADCAST REPORT TIME : 02/28/2003 18:37 NAME : COCS DEVELOPMENT SER FAX : 9797643496 TEL : 9797643570 SER.# : BR0E2J341073 PAGE(S) 02 DATE TIME FAX NO. /NAME DURATION PAGE(S) RESULT COMMENT 02/28 18:34 912105250529 - -152 30 02 OK ECM 02/28 18:36 919722331870- -152 37 02 OK ECM 02/28 18:37 919724023871- -152 29 02 OK ECM BUSY: BUSY /NO RESPONSE NG : POOR LINE CONDITION CV : COVERPAGE PC : PC -FAX r r Bury Partners • Consnllin_ I:nfin((in,.. 101100 San I'( (Ii Ac(.nn(; Giil(100 S„ - Anlnniu. I5 n�� 78216 "01 1 2 10/5 2 5 -0000 Fa v 21(1/525 -0529 vv vv vv.IRII•v part n('c,.(nn( April 10, 2003 .lunn•, B. I�ni�lil. VJi. Attn: Bridgette George R illiti City of College Station Development Services 1101 Texas Avenue South P.O. Box 9960 College Station, TX 77842 Re: Gateway Subdivision - Home Depot (SP) Dear reviewer: Attached are revisions to two plan sheets for the above referenced project. 1. SHEET C -5.2. a) Relocation of a Fire Hydrant at Sta. 2 +85.55 has been shifted to Sta. 2 +76.76. b) Fire Hydrant at Sta. 7 +33.65 has been shifted to Sta. 7 +73.70 to avoid conflict with future road extension. c) A 12 "x8" at Sta. 10 +50.90 has been shifted to Sta. 9 +83.42 d) Note 4 has been added to specify backfill and compaction requirements under paved street sections per city of College Station specifications. 2. SHEET C -5.3 A 12 "x8" Tee has been relocated from Sta. 15 +89.96 to Sta. 16 +66.25. Attached are two bond copies of the 24x36 sheets for your use and a vellum copy of the 30x42 sheet. If these revisions meet your approval, please stamp and return the 30x42 size sheet to me for distribution to contractor. Feel free to call me if I can answer any questions or provide additional information. Sincerely yours, Coy D. Armstrong, P.E. Project Manager I:\229 \002 \Letter \041003 George.doc.gc \uslin A\ a.shingion. I).(;. Dallas 1 Ious(n Bury +Partners -SA, Inc. p Bur -�- Partners 10000 San Pedro Ave., Ste. 100 y San Antonio, Texas 78216 (210) 525 -9090 - Telephone Consulting Enginct'rs and Slit' vey0i 'S (210) 525 -0529 - Fax Letter of Transmittal To: Terry Mapes Project No.: 229 -02.35 Company: The Home Depot Date: 04/10/03 Address: 2800 Forest Lane cc: Frank Mihalopoulos Q +s ��1 Dallas, Texas 75234 John Bit Bridgette George Mike Fitzgerald Re: Home Depot College Station ❑ Delivery ® Overnight ❑ Pick -Up ❑ Courier ❑ U.S. Mail Quantity Description ofltem(s) 1 Bulletin #2 Letter 1 Public Water Plans (Sheet C-52 & C-5.3) PUl3CI( i,4 Z PLI S (314crT C-5.2 At G-6.3 ) 24 a lp Notes — Please contact our office at 210 /525 -9090 if you have any questions. Thank you. Prepared By Jose Rondan MAY. 15.2003 4 :34PM DRAS- CONSULING ENG. NO. 5558 P. 1/3 4ria. Drash FAX TRANSMITTAL COVER LETTER Consulting Engineers, Inc. P.O. Box 781208 • Son Antonio, Texas 78278 -1208 (21 0) 641 -2112 • Fax (210) 641 -2124 DATE: '5 1 1 I t COMPANY: .J3\ Sp1A- AAAX 1Q 1'4St - PHONE Ns: .0Qc - u - 1 `0 1 FAX Na: - U g 3 LC 7 SUBJECT: or, ' 2_,11 FROM: ` 67; c DCE Project N - ° : . E l WE ARE SENDING THIS DOCUMENT; ❑ Per Your Request ❑ To Call and Discuss 0 For Your Review ❑ For Your Approval ❑ To Review and Advise ❑ For Your Information/Use TOTAL NUMBER OF PAGES FAXED, INCLUDING COVER SHEET: "5 THE ORIGINAL OF THIS TRANSMITTAL WILL BE SENT BY E Mail ❑ Overnight Mail/Delivery ❑ Local Delivery ❑ Facsimile Only COPY ALSO WAS SENT TO: W � � .. 1 - a E S - 3 U COMMENTS: �� - ' � , - �-rY 11.,.E p S+ P - • t• YY1 S� - b - r s- -Cac C_A 6- C.5- eC',1� it, CONFIDENTIALITY NOTICE The documents accompanying this facsimile contain confidential information which is legally privileged and intended only for the use of named recipient. If you receive this transmission by error, please immediately notify us by telephone at (210) 641 -2112. You are hereby notified that any disclosure, copying, distribution, or the taking of any action regarding the contents of this telecopied information is strictly prohibited. DCE- A180.FRM /0897 , TROUSSEAU ASSOCIATES A p i. ,. s s 1 , : 1. ATTORNEYS ANI) COL NSELORS C o 1 ro1i., r I ox November 8, 2002 VIA FEDERAL EXPRESS Ms. Bridgette George Assistant Development Manager City of College Station 1101 Texas Avenue South College Station, Texas 77840 Re: Easement Dedication Sheet for Lot 1, Block 1 of The Gateway, Phase I, College Station, Brazos County, Texas Dear Ms. George: This firm represents Delmar Baronhead I, Ltd. in connection with the development of a Home Depot store in The Gateway subdivision. Enclosed is the completed Easement Dedication Sheet with respect to an electric utility easement over Lot 1, together with the following supporting documents: 1. Special Warranty Deed vesting title in Delmar Baronhead I, Ltd., which includes a metes and bounds description of the 11.69 acres affected by the easement; 2. A copy of the final plat of The Gateway, including recording information; and 3. A copy of the corporate resolutions authorizing Frank Mihalopoulos to sign documents on behalf of the property owner. Should you have any questions or need any further information regarding this matter, please do not hesitate to call me. Very truly yours, ilei 6d/66.-- ';;;. Boyce L. Graham Enclosures cc: Frank Mihalopoulos (w /enclosures) Coy Armstrong (w /enclosures) 1 H: �DOCS\ DELMAR \COLLEGE\homed\George.01.wpd ( _ 0 a. Two TLRITE CRIl :l VILLAGE • 3838 OAI: LAWN AvI ;Nt I. • SuIFE 900 • DALLAS, TEx.ks 75219 -4510 Ti:Lia (214) 220 -1220 • FAcs1auIi: (214) 220 -2770 • wwvv.RRousst :_wLAw.com Bury Inc. ' f> Bury Partners 10000 San Pedro Ave., Ste. 100 -+- San Antonio, Antonio, Texas 78216 16 (210) 525 -9090 - Telephone Consulting Engineers and Sure - el ors (210) 525 -0529 - Fax Letter of Transmittal To: Bridgette George ProjectNo.: 50229 -02.32 Company: City of College Station — Development Services Date: 02/10/03 Address: 1101 Texas Avenue South cc: College Station, Texas 77842 Re: Home Depot — College Station ❑ Delivery ® Overnight ❑ Pick -Up ❑ Courier ❑ U.S. Mail Quantity Description ofltem(s) 1 Special Warranty Deed for Adjacent ± 25 acre tract —Notes— Brigette, Please consult with your legal department to see if this documentation is sufficient for the blanket estimate for electric service on the adjacent tract. We need to resolve as soon as possible to get temporary electric service. Thanks. Please contact our office at 210/525 -9090 if you have any questions. Thank you. Prepared By: Coy D. Armstrong P.E. 04 G C- FACSIMILE COVER SHEET I COLLEGE STATION ef) 'OLLEGE STATION (? t ' )PMENT SERVICES 4 ! ` renue South, PO Box 9960 station, Texas 77842 .� ® > -3570 / Fax (979) 764 -3496 ►� p ° 4' # of pages including cover: -5 C e3,4x,. • ' / .ase call our office immediately for a new transmittal. FAX: 210 - 525 -0529 RE: Infrastructure and contractor applications FROM: Tammy Macik PHONE: (979) 764 -3570 COMPANY: City of College Station REMARKS: Urgent ✓ For your review ❑ Replay ASAP 1 FYI HowdyI Faxed to you are the applications for landscaping infrastructure bond infrastructure, and contractor. If you have any questions, please let us know. Thanks, Tammy Macik Secretary Development Services TRANSMISSION VERIFICATION REPORT TIME : 11/13/2002 09:48 NAME : COCS DEVELOPMENT SER FAX : 9797643496 TEL : 9797643570 SER.# : BROE2J341073 DATE, TIME 11/13 09:47 FAX NO. /NAME 9- 12105250529- -152 DURATION 00:00:30 PAGE(S) 02 RESULT OK MODE STANDARD ECM i(}is .10ntu f Y\I S'd S X J O otuoli L8 6ao94O e1tu ase0 bL8E- Z017-ZL6 xe} elA ''au! `vsn ' }odea awoN 'sodeltsl £ual OL8 6 EZ-ZL6 xe} el/1 ' Pfl T PeaH uoreld aew!e© :op sWOUJWO3 MalneJ Je1.9 :qUawtioem' 1:use -i792. }a 2u_i acea!d ° uo! }awJoJu! !euon ppe paau Jo suo!lsanb kue eAetl noA •ueld 6uideospuel pas!naa aup pue :sue!d axis pas!AeJ (7.) OMl !payoe} }e sueld 6u!deospuel pue a }Is psi/to.' ay} q }!nn }uauidolanap pesodoid ay} Jo; s}uewnoop uo! }onalsuos 40 slag a }oidwoo (9) x!S X10 :ui pawn} 6u!MOIo; au} pue 'pewnjaa "panoadde padwe }s aq o} suanpan 40 }as a}a!dwoo (4) auO :panoadde pedwe }s ad o} sued eq} ao 'auei uo! }eJe!aoap ai} 4o lenadde ioaX1 �a} a 'uo! }eWao;ul 6u!M011oi ay} }!uagns pue }uawwoo ay} SSOJppe aseeid luawwoo Jouiw auo seq pue pa}senbei se ueid a }Is pauol }uaw -enoge eq paMo!neJ ge }5 ueld al!S - (ds) 10430 MOH ;1ODrens ..1e6euei }uauado!a, eO }ue4s!ssV 'aamee ana5ppe :1,1110e1J n7nn_n7n_hI 7 vDl 121 A 'o19111 1d inn *' :' -I 'SSt lt111i`Ill.t'V .ev yin^ !t 1 APPLICATION FOR CONTRACTOR LICENSE /REGISTRATION CITY OF COLLEGE STATION 1101 TEXAS AVENUE — COLLEGE STATION, TX 77840 (979) 764 -3570 - (979) 764 -3496 FAX W W W. CI. COLLEGE -STATI ON. TX. US TYPE OF CONTRACTOR I GENERAL I I MECHANICAL I I PLUMBING n SIGN L j IRRIGATION COMPANY NAME: LICENSE HOLDER: ADDRESS LINE 1: ADDRESS LINE 2: CITY: STATE: ZIP CODE: PHONE: MOBILE: FAX: PAGER: EMAIL: Are there any other person(s) you authorize to apply for permits and inspections? If yes, please list them. I hereby make application to the City of College Station for a Contractor License /Registration. I certify that the above statements are true and correct. I understand that the application fee of S50.00 and the processing fee of 54.00 are non - refundable. I further understand that the provision of false information on this application may result in the revocation of this license by the City of College Station. Signature of Applicant: Date: Official Use Only City Of College Station Number: Exp. Date: State License Number: Exp. Date: Billing Information: Tax ID# Soc. Sec. it • • 'TX): Coy Armstrong FAX: 210 -525 -0529 RE: Infrastructure and contractor applications -_ FROM: Tammy Macik PHONE: (979) 764 -3570 COMPANY:__ City of College Station REMARKS: ❑ Urgent , For your review ❑ Replay ASAP ❑ FYI Howdyi Faxed to you are the applications for landscaping infrastructure bond infrastructure, and contractor. If you have any questions, please let us know. Thanks, Tammy Macik Secretary Development Services WOE OdVCINb1S 3QOW AO bO (S)39bd Z T : TO : 00 N011tidfl0 Z9T-- 6Z9O9Z9OTZT -6 31 /'ON XVd EE:LT ET /TT 3WIl`31k0 ELOTtaMONS : 0'63S OL9Eb9L6L6 : 131 9617E179LbL6 : Xdd d3S 1N3Wd013A30 5000 : 31AIt7N SE :LT ZOOZ /ET /TT : 314Il 160d36 NOI1GOIdMl3A NOISSIWSNVell �J (( - g-0 2 . 4-) Bury +Partners-SA, Inc. Bury-Partners � Partners 10000 San Pedro Ave., Ste. 100 San Antonio, Texas 78216 .j (210) 525 -9090 - Telephone Consulting Engineers and Sury eyors (210) 525 -0529 - Fax Letter of Transmittal - - t,�. To: Bridgette George Project No.: 048 -30.31 Company: City of College Station Date: 11/07/02 Address: 1101 Texas Avenue cc: College Station, Texas 77840 Re: HD – College Station ❑ Delivery ® Overnight ❑ Pick -Up ❑ Courier ❑ U.S. Mail Quantity Description ofltem(s) 1 Set of Civil & Landscaping Plans 1 Comment Letter (Bury + Partners) 1 Comment Letter (Land Design Partners) 1 Original comment letter (City) Notes- /► Re v,'se" ,chee2 s : (�'(�. 2 l C -(� 3, C- I i 0 � C -1' /) C -- /r 2 C -07 1 C - 3' C -3 -`lr� �4 00,0c -q,,/, L- �f�)L-1.1 L"' /,�A C 5 t C,&-55 C -- s' , �– s 7, (— 7 0 Please contact our o e at 210/525 -9090 if you ha any question Thank you. Prepared B : , B Fey, ELT. 11/01/02 09:44 From: Oridgette George 979 - 764 -3995 Page 1 of 4 FAX COVER PAGE Date: Friday, November 01, 2002 Time: 9:38 AM To: Coy D. Armstrong Fax Phone: 12105250529 „152 From: Bridgette George Title: Asst. Development Manager Company: City of College Station Address: 1101 Texas Ave College Station, TX 77840 Fax Phone: 979 - 764 -3496 Phone: 979 - 764 -3570 Subject: Home Depot Site Plan Message: 4 pages including cover NOV -04 -02 MON 01:23 PM FAX NO. P. 01 f 1' Bury -I-.Pa:rtners (.'unsuliiug Engineers and Surveyors h r P FROM: to /tic_ .// Co D, termf .OMPANY: LATE: // FAX NUM IRI R: OTAL OI' PAGES (INCLUDING COVER):� IIWJECT NAME: PROJECT NO.: Q 5 y6 NOTES /COMMENTS: a 4. r 3 rc sire. ea car/ ege rrY/3 J o�-e / /if e, 4, SH mele4 A,/1s//To g...0 " �c,S /�aln c- rrte./& -Ar ,40 x,r r- 44s.3. P /else / re We 41 erAI CA 1/ c L 4 �e /►ia fie ' 17:( r.1 i J J /• GI C kle, A of a [A.G. r ..Y G I t ' / P � • C /er hF T i � e n a 4 -erten /.5"0 f - a so'r V) No Copy to hollow ❑ !lard Copy to Follow via First Class Mail El Messenger ❑ Certified Mail ❑ Overnight Delivery Please Note: If you did not receive all of the pages, please contact the sender at the nur»hci below as soon as possible. Thanks! Bury +Partners -SA, Inc 10000 San Pedro Ave,, Ste. 100 San Antonio, Texas 78216 Telephone: (210) 525 -9090 Fax: (210) 525 -0529 ' 11/01/02 09:44 From: Bridgette George 979 - 764 -3895 Page 2 of 4 CITY OF COLLEGE STATION 440 DEVELOPMENT SERVICES 1101 Texas Avenue South, PO Box 9960 COLLEGE STATION College Station, Texas 77842 Phone (979) 764 -3570 / Fax (979) 764 -3496 MEMORANDUM October 31, 2002 TO: Coy D. Armstrong, P.E., Bury & Partners, Via fax 210 - 525 -0529 FROM: Bridgette George, Assistant Development Manager SUBJECT: HOME DEPOT (SP) - Site Plan Staff reviewed the above - mentioned site plan as requested. The following page is a list of staff review comments detailing items that need to be addressed. The next submittal will be the third and final review by staff for this round of reviews. If all items have not been addressed on the next submittal, another $200 processing fee will need to be submitted for the subsequent set of three (3) reviews. Please address the comments and submit the following information for further staff review: One (1) complete set of construction documents for the proposed development with the revised site and landscaping plans attached. If there are comments that you are not addressing with the revised site plan, please attach a letter explaining the details. If you have any questions or need additional information, please call me at 764 -3570. Attachments: Staff review comments cc: Delmar Baron Head J. Ltd., Via fax 972 - 233 -1870 Terry Mapes, Home Depot, USA, Inc., Via fax 972 - 402 -3871 Case file #02- 00500187 Home of Texas A &M University .11/01/02 09:44 From: Bridgette George 979 - 764 -3895 Page 3 of 4 STAFF REVIEW COMMENTS NO. 2 Project: HOME DEPOT (SP) - 02- 00500187 Planning (Landscape /Streetscape) 1. Please show the same phase line on your site plan, landscape plan and irrigation plan. 2. Existing tree #1433 is located within a future phase and cannot count toward the point requirement for Home Depot. 3. Existing trees #1443 &1446 are located within a future phase and cannot count toward this project. 4. The streetscape trees you are proposing to count for Home Depot are also located within a future phase and cannot count toward this project. 5. Streetscape trees must be located within 50 feet of the Right of Way along Home Depot's frontage. 6. The 46 canopy trees that are being proposed must have at least a 20 -ft. separation distance from one another. Currently most of them do not meet this distance requirement. Please make this minor adjustment to accumulate your points. Reviewed by: Jennifer Reeves Date: 10 -30 -02 ENGINEERING 1. Water and wastewater facilities do not show TCEQ (formerly TNRCC) clearance separation or materials modification(s), particularly at sanitary sewer manhole locations. Please refer to Texas Administrative Code Title 30, Part 1, Chapter 290, Subchapter D, Rule 290.44(e)(5). This is a repeat of previous comment #14. 2. Public storm drains require complete junction boxes at changes in grade, alignment, and connections to lateral pipes to provide access and room for maintenance and obstruction removal activities. This is a repeat of previous comment #18. 3. Detail C -4.3.5 on sheet C -4.3 should be modified to indicate that it is for the purposes of plumbing connection, and to remove the reference to the City of Austin. 4. Sheet C -5.5 detail of waterline bypass over storm sewer line is in conflict with plans or has been replaced. Please remove or correct. 5. There is a direct conflict between water line B at station 15 +65 and the private storm drain inlet. This is a repeat of previous comment #36. 6. Please submit information to support minimal length of deceleration lane. NOTE: Any changes made to the plans, that have not been requested by the City of College Station, must be explained in your next transmittal letter and "bubbled" on your plans. Any additional changes on these plans that have not been pointed out to the City, will constitute a completely new review. 2 of 3 ' 11/01/02 09:44 From: Bridgette George 979 - 764 -3895 Page 4 of 4 7. Please discuss possibility of removing reversing curves from driveway at deceleration lane with TIA author to possibly ease traffic movements at that location. 8. Erosion control measures do not cover work in TxDOT ROW. 9. Northern driveway onto SH6 frontage road appears to be lacking a culvert or storm drain facility. Please verify how drainage will be handled in this area. 10. Fill along property line west of HD pad site is not shown correctly on water line profile. This discrepancy may cause significant problems with design as submitted. Please correct the profile and make any warranted adjustments. 11. Please remove sequential reversing grade breaks on water line C between stations 7 +50 and 10 +50. Reviewed by: Brett McCully, P.E. Date: 10/31/02 NOTE: Any changes made to the plans, that have not been requested by the City of College Station, must be explained in your next transmittal letter and "bubbled" on your plans. Any additional changes on these plans that have not been pointed out to the City, will constitute a completey new review. 3 of 3 NOV 704 -02 MON 01:23 PM FAX NO. P, 03 874 AASHTO--- Geometric Design of Highways and Streets At -Grade j, ,1 ' AUXILIARY LANES full lengt , 'i decelerati ; i However, 6) , General Design Considerations should be 1 ; shown arc + From the foregoing discussions it is appropriate to deal with the usually lo design dements of auxiliary lanes with respect to median openings. t Auxiliary lanes are used preceding the openings as described herein. ;1 , I I However, auxiliary lanes are also applied to at -grade intersections ; ; l, preceding and following right - turning movements and to other pur- 1 poses supplementary to through traffic movements, T}1e airy ,,,, Auxiliary lanes should be at least 10 ft wide and may be 12 ft wide. vehicles 1 „F'1 Where curb and gutter sections are used, the gutter-pan width may c length slit I� . included as a part of the minimurn width of the auxiliary lane. When Slopping the auxiliary lane is to be used as a running lane, the necessary curb ficienlly 1c 4, I offset should be excluded from the gutter -pan width that may be vehicles s i; applied to achieve the required auxiliary -lane width. Desirably, the for a gap 4 lane width should be in addition to that of the gutter pan. The length of At unit; the auxiliary lanes for turning vehicles consists of three components: may be bt 1 i' (1) deceleration length, y (2) storage length, and (3) entering taper. average 2 Desirably, the total length of the auxiliary lane should be the sum of nrent, spa ' i 1i i the length for these three components. ['Qntrunn i racliee. hQwcycr. is over 10 pe 1 9 i o a c l cc a mudcrate am ou ut c d cccicral ion with th th h lanes car and or and n cni 1 .cr as a art of the duce era ion le Where some oth� `1 intersections oc it as fr•e uentiy as four per mi c, r is customar to completin; �; f nrc„o • ,,, - ' • I • 't h an to wovtde onl the stora_o turn, dept • 1 � I lcr lh plus taper. Each component of the auxiliary length is d' usscc turning ter I in the following section. At sign, l' II / the signal i I f � Deceleration Length - Sd 1' 16 e of arrivals is a fund ' �,,1 usually be ��:l�, Provision for deceleration clear of the through - traffic lanes is a of vehicle :'111 desirable objective on arterial roads or streets and should be incor- design vol .,1a Al poraled in design wherever feasible. The length required is that occur fran I ''!;ii needed for a comfortable stop fro m a speed that is typical of the average running speed on the main facility. Factors entering; into the provision o Traffic computation of deceleration distances are discussed in Chapter X. On it the basis of these factors and average running speeds of 20, 30, 40, (2) (,'; and 50 mph deceleration lengths are 160, 250, 370, and 500 ft, Where 1 ;' ! age lengti respectively. Iq , These lengths include the Length of taper, which is discussed sepa- single -lane ,i� ; rately, On many urban facilities it will not be feasible to provide the iil .111 � IIr . NOV7 04 -02 MON 01:24 PM FAX NO. P. 04 ■ '; °s and Streets At Grade Intersections 875 I I i . I i full length for deceleration. lu such cases at least a part of the deceleration must be accomplished before entering the auxiliary lane, • However, the lengths given should be accepted as a desirable goal and should be provided where practical and feasible. Deceleration lengths I I shown arc applicable to both left- and right - turning lanes, but speed is Jeal with the usually lower in the right lane than in the left lane. 1 tan openings. ;ribed herein. intersections; Stor Le�iigth to other pur- The auxiliary lane should be sufficiently long to store the number of ac 12 ft wide. vehicles likely to accumulate during n critical period. The storage width may be length should be liberal to avoid the possibility of left- turning vehicles ' y lane. When slopping in the through lanes. The storage length should be suf- lecessary curb ficiently long so that the entrance to the auxiliary lane is not blocked by that may be vehicles standing in the through lanes waiting for a signal change or Jesirably, the for a gap in the opposing traffic flow. j The length of At unsignalizcd intersections the storage length, exclusive of taper, components: may be based on the number of turning vehicles likely to arrive in an li tog taper. average 2 -min period within the peak hour. Asa minimum rc a `- be the sum of m, ent s lace for at least two fassonger cars should be rovided; with c, however, is over 10 percent truck traffic, provision should be made for at %ash one f 4 /D through lanes I car and one truck. The 2 -min waiting time is somewhat arbitra 't i length. Where some other interval that depends largely on the opportunities for ? 50 �. ;I ;customary to completing the left -turn maneuver might be used. 'These intervals, in ily the storage turn, depend on the volume of opposing traffic. Where the volume of / r , *v �� � j �� discussed is hi h, a traffic signal will usually be required. L. —f 1' th is turning; traffic is g At signalized intersections the required storage length depends on the signal cycle length, the signal phasing arrangement, and the rate ;I • of arrivals and departures of left - turning vehicles, The storage length j is a function of the probability of occurrence of events and should I ' usually be based on one and one -half to two times the average number 'fie panes is a of vehicles that would store per cycle, which is predicated on the , ould be ineor design volume. This length will be sufficient to serve heavy surges that quired is that occur from time to time. As in the case of unslgnalized intersections, Ili typical of the provision should be made for storing at least two vehicles. tiring into the Traffic signal design fundamentals are discussed further in MU'i'CD Chapter X. On (2) of 20, 30, 40, Where turning lanes are designed for two-lane operation, the slot ), and 500 ft, age length is reduced to approximately one -half of that required for • single -lane operation, discussed sepa- : • to provide the ' NOVA 04 -02 MON 01:24 PM FAX NO, P. 05 I I l l 876 AASHTO — Geometric Design of Highways and Streets At -Grade Intel 11 I Taper Straight -line 1 , The taper rate On high -speed highways the taper of an auxiliary lane should for operating ' 'I generally conform to that discussed under "Ramp Terminals" in the end, as show section "Speed- Change Lanes" in Chapter X. However, on most urban construction, ' E streets approaching at -grade intersections, shorter tapers are satisfac should be alms' lI tory because of lower operating speeds. shows a taper i :;I Some States permit the tapered section of deceleration auxiliary or more is nec lanes to be constructed in a "squared -offs' section at full paving width and taper (1) ., and depth. This construction requires a painted delineation of the taper has the turno ',,! ; and is only applicable to noncurbed sections. The design requires (Figure IX -65I transition of the outer or median shoulders around the squared-off and (2) are su ; beginning of the decleration lane. configurations 44 `` The squared -off design principle can be applied to median decelera• as well as left t Lion lanes, and it can also be used at the beginning of deceleration right -turn exit terminals when there is a single exit lane. When two or �p� ; more exit lanes are used, the tapered designs discussed in the section Ii "Speed- Change Lanes" in Chapter X is recommended, Some State Highway agencies believe that the abrupt squared -off A median 1 41 ;11 beginning of deceleration exits offers improved driver commitment to change of left . , the exit maneuver and also contributes to driver security and safety pavement wits '' because of the elimination of the unused portion of long tapers. For venlenee, and Al �' example, 15:1 ta.e ndecl for 3 speeds ' on divided hig 'i „, ,_59,,n nh. If the auxiliary lane was 12 ft wide, the to er len th would be therefore, she 'y ! 180 ft. This approach section could be 12 ft wide and constructed f its openings whe i''' full length. The painted delineation taper could be established on a • TQ . vehicular speE 14. ratio that would produce a stripe approximately 50 ft long. This design median are sh principle could be applied to all deceleration design speeds and should 2- Median wid I � ! operate with relatively quick exit maneuvers to the full -width lane with singie me under low operating speeds and still provide for the longer exit adequate arras 1 . 1 maneuvers at the higher operating speeds, width of at ICs The longitudinal location along the highway, where a vehicle will lanes and a 4 1 move from the through lane to a full -width deceleration lane, will vary traveled lane, J depending on many factors, These factors include the type of vehicle, buttons or pal 1; the driving characteristics of the vehicle operator, the speed of the opposing throe ! i vehicle, weather conditions, and lighting conditions. the intersectio ,I This design principle could also improve capacity by offering an , Figure IX -61 I; { early exit'to the daily users that would diminish slow -down interference within a medi HI ;,,;,, to the through movements. recommended The discussions to follow and figure references do not relate to the Figure 1X-66B III The design section. however, the design principles de- width of 16 to 6 scribed in the preceding can be applied, Figure 1X -66A ,t. � I'l � l ',,, ,,i NOV :04 -02 MON 01;24 PM FAX NO. P. 06 , I ways and Streets At- Grade. Intersections 877 ' Straight -line tapers are frequently used, as shown in Figure IX -65A. • The taper rate may be 8:1 for operating speeds up to 30 mph an&15 j., ary lane should for opera s ng cads of 5ll mLh. A short curve is desirable at either !I-mina's" in the end, as shown in Figure 1X -65R, but may h _omitted for ease of r, on most urban _construction. Where curves are used at the ends, the tangent section ters are satisfac- should be about one -third to one-half of the total length. Figure 1X -65C II Shows a taper with a symmetrical reverse curve; a length of about 90 ft 1 , 1 cration auxiliary or more is necessary. At low speeds, taper (2) will operate as desired Full paving width and taper (1) probably will not. A more desirable reverse -curve taper I ttien of the taper has the turnoff curve radius about twice that of the second curve I • design requires (Figure IX -65D), When 100 ft or more in length is provided, tapers (1) the squared -off and (2) are suitable for low -speed operation, All the dimensions and configurations shown in Figure 1X -65 are applicable to right -turn lanes Tiedian deccicra. as well as left-turn Ianes. of deceleration ne. When Iwo or , °d in the section Median Left -Turn Lanes I. rapt squared -off A median left -turn lane is an auxiliary lane for storage or speed r commitment to change of left- turning vehicles located at the left of one - directional urity and safely , p avement within a median or divisional island. Serious hazard, incon- • long tapers, For venicnce, and considerable loss in efficiency of operation are evident ! ' ing speeds up to on divided highways where such lanes are not available. Median lanes, length would be therefore, should be provided at intersections and at other median , )nstructed for its • openings where there is a high volume of left turns or where the tblislted on a q:l vehicular speeds are high. Median lane designs for various widths of median are shown in Figures IX -66 and 1X -67. ong, This design weds and should ' Median widths of 20 to 25 ft or more are desirable al intersections full -width lane • with single median lanes, but widths of 16 to 18 ft permit reasonably the longer exit adequate arrangements. Where two median lanes are used, a median • width of at least 28 ft is desirable to permit the installation of two 12 -ft -e a vehicle will lanes and a 4 -ft separator; Although not equal in width to a normal In lane, will vary traveled lane, a 10 -ft lane with a 2 -ft curbed separator or with traffic type of vehicle, buttons or paint lines, or both, separating the median lane from the he speed of the opposing through lane may be acceptable where speeds are low and I • the intersection is controlled by traffic signals, by offering an Figure 1X -66A shows a minimum design for a median left -turn lane own interference within a median 14 to 16 fl wide. A curbed divider width of 4 ft is recommended and the median left -turn lane should be 10 to 12 ft wide. not relate to the Figure IX -668 shows a typical median left -turn design within a median 1 principles dc- width of 16 to 18 ft, The only change in this design from the design in Figure 1X -66A is a 2 -ft minimum offset to the approach nose. Figure i `1 ,„ •, • „4 7 I t 1 . L - 4 'C f J►. Z - � F', L- A i I% — t -/., 1 ems._ COMPANY! r . RE: f4 -' FROM: ' PHONE: (979)7643570 COMPANY : City of College Station REMARKS: n Urgent ar your review ❑ Replay ASAP O EYI z.0 _ . ( " J (44 t -V- 4 - , W03 aIvaNb15 3QOW X10 13f153a LO (S)39Vd LZ :Z0 :00 NOI1VafQ 9LET8LLE 3I N!'ON Xd3 TE:ZT 8O /TT 31/4I1`3102 ELOTVE1730dE : #'2i3S OL9Eb9L6L6 : l3l 9612E179L6L6 : Xb3 N3S IN3Wd013A3Q 5000 : 3WVN EE:ZT ZO0Z18O /TT : 3WI1 1�IOd3d NOIIVOIdId3A NOISSIWSNVell FACSIMILE COVER SHEET CITY OF COLLEGE STATION DEVELOPMENT SERVICES 1101 Texas Avenue South, PO Box 9960 COLLEGE STATION College Station, Texas 77842 Phone (979) 764 -3570 / Fax (979) 764 -3496 Date: I1 (cZ # of pages including cover: If you did treceive a complete fax, please call our office immediately for a new transmittal TO: i* t,- FAX: - 137y COMPANY: ` tYl t FA RE: f4 c;4.--t,- FROM: = PHONE: (979)764 -3570 COMPANY: City of College Station REMARKS: ❑ Urgent or your review ❑ Replay ASAP ❑ FYI Bury +Partners-SA, Inc. 1 Bur jj Partners 10000 San Pedro Ave., Ste. 100 San Antonio, Texas 78216 Bury (210) 525 -9090 - Telephone Consulting Engineers and Sury e, ors (210) 525-0529 - Fax Letter of Transmittal To: Bridgette George Project No.: 048 -30.31 Company: City of College Station Date: October 22, 2002 Address: 1101 Texas Avenue cc.. College Station, Texas 77842 Re: Home Depot - College Station ❑ Delivery ® Overnight ❑ Pick -Up ❑ Courier ❑ U.S. Mail Quantity Description of ltem(s) 2 Site Plan Submittal (Revisions #1) —Notes — Please contact our office at 210/525 - 9090 if you have any questions. Thank you. Prepared By: Coy D. Armstrong, P.E. Lit, v� OCT -23 -02 WED 09:35 Ati FAX NO. P. 06/16 09/11/82 09:10 From: 9ridgette George 979- 764 -3895 Page 5 of 6 28. Title Sheet, Public Water & Wastewater Plans General Note 10 should be reworded as no work order or notice to proceed are issued for development projects. 29. Title Sheet, Public Water & Wastewater Plans 'Note" should be revised to indicate that all water line construction on lines In right of way and easements shall comply with COCS details and specifications. 30. Title Sheet, Public Water & Wastewater Plans Please revise notes to indicate applicability to sanitary sewer, and include sewer notes, or include separate sheet with required notes on pipe materials, etc. 31. Sheet C -5.2 (typical) water (and wastewater) lines should be located minimum of 7.5 feet from property and /or easement lines to provide construction access.(repeated comment) 32. Sheet C -5.2 Show flange elevation of hydrant at station 7 +38 to be above 100 year floodplaln elevation. (repeated comment) 33. Sheet C-5.2 (typical) Revise note on deflection distances to meet City standards for minimum radii of pipe curvature.(repeated comment) 34. Sheet C -5,4 Request use 1/8 bends instead of bends for fire flow lines. These bends can be used to gain required cover depth. 3, 6heet 0-5.5 Show use of pipe deflections to cross storm sewer instead of fittings in detail, 36. Sheet C -5.5 Address apparent grade conflict with storm inlet station 15+65. 37. Sheet C -5.6 Suggest revision of storm drain and water profiles to cross water over storm drain to save cost and efficiency. 38. Sheet C -5.6 Show flange elevation of hydrant at station 14 +63 to be above 100 year flood elevation. 39. Drainage /Detention Report - Indicate the limits of the 100 -year event in areas where the storm drainage system is designed to carry a lesser storm event and insure the protection of building pads and public facilities from these flows. 40. Drainage /Detention Report - It appears that the storm drain lines will be subjected to pressure flow contrary to Section V of the Drainage Design Standards. Please clarify and /or revise. 41. General - No storm drainage improvement plans have been submitted or reviewed, therefore additional comments may be generated in comparing the private and public plans to any previously reviewed and /or approved. Reviewed by. Brett McCully, P.E. Date: September 9, 2002 TxDOT 1. We have reviewed the Traffic Impact Analysis (TIA) submitted by Jeff Milburn for the Gateway Development. The analysis appears to be reasonable. We agree with the recommendations to close driveway 1 and 5. if it Is not possible to close at least driveway 1, we recommend combining driveway 2 and 3 to achieve a larger spacing between driveways improving the stopping sight distance. 2. The TIA did not discuss the necessary weaving requirements from the off -ramp to the driveways. The off - ramp is also not shown in relationship to the development on the plans. 3. The developer is proposing to do several things In the right of way that may be a Future Iiablity to the state such as building retaining walls on right of way, extending a 24" structure and placing a drop inlet on right of way and placing fill, not associated with the drives, within the right of way. These items will require future meetings and discussions to determine necessary types of agreements to allow these items within TxDOT right of way. NOTE; Any changes made to the peens, that have not been requested by the City of College Slilion, most be explained In your next transmittal letter and bubbled" on your plans. Any addllloni changes on these plans that have not been pointed out to the City, will conslitule cOmplelely neW review. Page 4 or 5 OCT -23 -02 WED 09:36 AM FAX NO. P. 07/16 • r 87/11/02 09:10 From: Bridgette George 979 - 764 -3095 Page 6 of 6 4. We recommend designing driveway 2 or 2/3 combined where metal beam guard fence (MBGF) is not necessary. This MBGF will become a maintenance responsibility for the State, 5. On the heavy -duty deceleration lane typical section, we require a surface treatment between the flex base and hot mix. 6. Any proposed utilities in the right of way will need to be approved through the permit process. Driveways will need to get final approval through the driveway permit process Reviewed by: Catherine Hejl • September 10,2002 ELECTRICAL 1. Developer installs conduit per city specs and design. 2. Developer provides 30' of #4 rigid conduit for riser poles. Developer Installs first 10 City installs remainder. 3. Developer pours transformer pad(s) per city specs and design. 4. Developer installs pull boxes as per city specs and design.(pull boxes provided by the city. 5. Developer provides digital AutoCAD 14 version of plat and /or site plan. email to rbolin cLcolle e- station.tx.Us 6. Developer provides load data for project. 7. Developer provides temporary blanket easement for construction purposes. 8. Developer provides easements for electric Infrastructure as installed for electric li nes. 9. Developer coordinates with City of College Station Electric Department to determine route of electric lines and secondary service. Reviewed by: Ronnie Bolin Date:9 -4-02 MISCELLANEOUS 1. Irrigation system must be protected by elther a Pressure Vacuum Breaker or Reduced Pressure Principle Back Flow Device and installed as per City Ordinance 2394. 2. All BackFlow devices must be installed and tested upon installation as per City Ordinance 2394. Reviewed by: Rob Werley NOTE: Any changes made to the plans, that have not been requested by the City of Collage Glatlon, must be erplained In yorr next transmittal letter and 'bubbled' on your plans, Any adds lonal change; on these plans that hpve not been pointed out to the Clly, will constitute a completely new review. Pape 5 of 5 OCT -23 -02 WED 09:36 AM FAX NO. P. 08/16 HOME DEPOT (SP) (02- 00500187) ENGINEERING REVIEW COMMENTS No. 1 Those commonto aro from the initial review of shoot C -7.0 dated 9/3/O2, 1. As per site plan comments No. 1, pressure flow is not allowed in public storm drains, 2. AS per site plan comments, review design of end apron to prevent potential erosion problems in all design storms. 3, Please provide material specifications and details for bedding and construction, 4. Suggest Inclusion of note on this sheet requiring inspector notification prior to Cprtstruction. Reviewed by Brett McCully, P.E. Date! 9/16/02 NOTE; Any changes made to the plans, that have not been requested by the City of College Station, must be explained In your next transmittal letter and "bubbled° on your plans. Any additional changes on these plans that have not been pointed out to the City of College Station will constitute a oompletely new review. E0 /Z0 3JVd a3S 1N3H41JA SDDZ 96VE09 /6LQ TO :ST ZOOZ /9T/60 OCT -23 -02 WED 09:36 AM FAX NO, P. 09/16 09/16/2002 15:41 9797643496 COOS DEVELOPMENT SER PAGE 03/03 09/10/2902 11:56 FAT, 9711643737 C S PARKS & REC', 1 OOZ 1 ' , r 'r, ,::, 111 -11 r ° r U" :rn • ,r _. _ 44 • 1 . , .. '1; k,,,, " �; W� 1 i ) , : ,_ 1 i , — , ,,,,,.. .. „ I st it i . . 7 1 1 . , 0 4 , , !k I � ■ ___ .i I .. I I, . i ' i ' ' Pl± t - , , . i a cl _ + . r ot , I''' 1 L. • N 1 , .1 \ ▪ R y. \ )4.\--. II I ` .. I' , ' !# I' • I I =I . II MI I 1 g" ■ ' * - 14 j h . . , _,. I i ",■! I I V 1 ;T. yY At y !, IN . _ 6� OCT -23 -02 WED 09:34 AM FAX NO. P. 01/16 I ( - Bur - Pct rtn er s Consulting E;iginei rs and Surveyors Bridgctic George Coy 1). Armstrong, P.B. ^^ O■PANY: OATH: City of College Station 10/23/02 - T t'AX NUMRIik: r0TM, R OF PA(iI!S (INC1 OOING COVER); 979/764 -3496 _ 16 PROJECT NAME: l'1tOJECr N4.: Home Depot — College Station 048 -30.31 NOftiS /COMMI ;NTS Attached are our responses to the City staff site plan review comments. You should receive the two sets of revised construction documents today. If you have any questions, feel free to give me a call. Thanks. Please call our office at 210/525 -9090 if you have any questions. CC: Terry Mapes — 972/402 -3871 Larry Koehler — 972/7884744 Frank Mihalopolous — 972/233 -1501 John Ratsell — 972/503 -0278 p No Copy to Follow ❑ I lard Copy to Follow via First Class Mail �] Mcssen Cl Certified Mail CJ Overnight Delivery (lease Note: If you did not receive all of the piles, please contact the sender at the number below as sooit as possible. Thanks! Bury +Partners -SA, Inc 10000 San Pedro Ave., Ste. 100 San Antonio, Texas 78216 Telephone: (210) 525 -9090 Fax: (210) 525 -0529 OCT -23 -02 WED 09:34 AM FAX NO, P. 02/16 89/11/82 89:18 From: eridgette George 979 - 764 -3895 Page 1 of 6 FAX COVER PAGE Date: Wednesday, September 11, 2002 Time: 9:09 AM 1'o: Coy D. Armstrong Fax Phone: 12105250529,,,152 Front: Bridgette George Title; Assistant Development Manager Company: City of College Station Address: 1101 Texas Ave College Station, TX 77840 Fax Phone: 979 -764 -3496 Phone: 979 - 764 -3570 Subject: Ilonie thrpol Site Plan Message: 6 pages including cover OCT -23 -02 WED 09:34 AM FAX N0, P. 03/16 • 09/11/02 05;10 from; 9ridgette George 979 -764 -3995 Page 2 of S CITY OF COLLEGE STATION DEVELOPMENT SERVICES 1101 Texas Avenue South, PO Box 9960 `t � F s�n��oti College Station, Texas 77842 Phone (979) 764 -3570 / Fax (979) 764 -3496 MEMORANDUM September 11, 2002 TO: Coy D. Armstrong, P.E., Bury & Partners, Via fax 210- 525 -0529 FROM; Bridgette George, Assistant Development Manager SUBJECT: GATEWAY SURD - HOME DEPOT (SP) - Site Plan . ....- Staff reviewed the above- mentioned site plan as requested. The following page is a list of staff review comments detailing items that need to be addressed. Please address the comments and submit the following information for further staff review: Two (2) complete sets of construction documents for the proposed development with the revised site and landscaping plans attached. Easement Dedication Sheet and required documents (see attached). Please note that the Easement Dedication Sheet and the necessary documents are required prior to the Issuance of a building permit. If there are comments that you are not addressing with the revised site plan, please attach a letter explaining the details. If you have any questions or need additional information, please call me at 764-3570. Attachments: Staff review comments cc: Delmar Baron Head J. Ltd, Via fax 972 -233 -1870 Terry Mapes, Home Depot, USA, Inc., Via fax 972 - 402 -3871 Case tile #02- 00500187 Home of Texas MM LJI'lh versify OCT -23 -02 WED 09:34 AM FAX NO. P. 04/16 89/11/82 89010 From: 9ridgette George 979764 -3895 Page 3 or 6 STAFF REVIEW COMMENTS NO.1 Project: GATEWAY SUED - HOME DEPOT (SP) — 02- 00500187 PLANNING 1. Please explain the limits of construction, You are showing your limits of construction around the whole Gateway development, If you would like to get a Development Permit for the whole Gateway site, staff suggests that you get two separate permits one for Home Depot and one for the rest of the site. This would create less confusion. The Stanley D. Rosenberg property is also Included in this. Please be aware that any kind of clearing and grading on this property will require permission from the landowner, please reflect this on the site plan. 2. Please show phase lines for each phase 20 -ft, beyond any new site amenities. 3. Please show all building setbacks on the site plan, 4. Please call out driveway dimensions on the site plan. 5. All paved areas must be curbed. 6. You will be required to show fire lanes all the way around the building. The fire hydrants cannot have more than 600 ft. separation along the drive surface. You will need to do some shifting around to meet this requirement. 7. Signs are to be permitted separately. LANDSCAPE /STREE'TSCAPE 8. In reviewing the landscape staff noticed that you subtracted the floodplain area. Since you are developing in the floodplain you will have to count all of this in your site calculation for your landscape point requirement (11.49 acres x 43,560 sq. ft. = 500,504 divided by 1000 x 30 r- 15,603.12 landscape point requirement) 9. Please be ware that Section 9.2.5 of the Zoning Ordinance states that 4" caliper trees and above must be preserved in the 24 - ft. landscape reserve. In previous visits to this site staff has noticed dozer work all around these trees that are in the 24 - ft. landscape reserve. Prior to CO staff will have to make a determination if these trees are healthy enough to survive, or may require the developer to provide a Landscape Architect to examine the health of these trees. 10. You will need to show a barricade detail on the landscape plan, Before any dirt is moved on this property the existing trees that you are counting toward your landscapefstreetscape as well as the 24' landscape reserve will have to be properly barricaded and approved by staff In the field. 11. Please delineate which trees are what caliper, as well as what species In this group of existing trees that you are counting toward your landscape and streetscape point requirement. 12. Your landscape plan measures out to 128 - ft, of Hwy. 6 frontage minus 30 - ft. of driveway comes to 98 - ft, divided by 25 = 4 canopy trees, 98 -ft. divided by 50 = 1.96 x 300 = 588 additional landscape points that will be required, 13. The two islands across from the lumber canopy are not showing any irrigation. Is this enhanced paving or grass area? Reviewed by: Jennifer Reeves Date: 09 -09 -02 ENGINEERING 1, Title Sheet note 11A should be revised to correct phone # to 979-7643690. NOTE: Any changes made to the plans, that have not been requested by the City of Gview Station, must be wplatned In your next transmittal letter and "bubbled" on your plans. My additional changes on these plans that have not been pointed out to the City, will constitute a completely new review. Page 2 of 5 OCT -23 -02 WED 09:35 AM FAX NO. P. 05/16 • 95/U/02 09:14 From 6ri,dgctte George 979- 764 -9995 Pogo 4 or 6 2. Title Sheet note 110 should be moved to occur after note L. 3. Title Sheet Special Note 1, third paragraph should be revised to "...applicable requirements for public works improvements." 4. Title Sheet Special Note 3 should be revised to "...drawings to the City Engineer prior.." 5. Sheet C-0.2 (Typical) No work should be shown In TxDOT ROW unless developer desires that site plan approval will be contingent upon TxdDOT permit issuance and compliance, 6. Sheet C -0.2 Should be revised or a note included indicating that lot lines and easements shown are based on proposed plat not currently on record. 7. Sheet C -0.3 Suggest showing continuous silt fencing around project limits, particularly east of detention basin and northern corner of site & SH6 to preclude contractor creep into areas to be protected, 8. Sheet C -0.2 Silt or tree protection fence should be added along SH6 ROW line at any locations where fencing does not currently exist. 9, Sheet C -1.0 (typical) Written permission will be required for offsite fill east of Horne Depot pad. This comment is also being made on fill permit response. 10. Sheet C -1.1 Clarify limits of curbing, slab and striped areas at and around lumber canopy at front of building. 11. Sheet C -1.1 Clarify conflict of fire lane and traffic markings at south entrance. 12. Sheet C -1.2 Revisions may be required to driveways to rneet TxDOT requirements once permit Is issued. 13. Sheet 0 -2.1 Clarify grading and drainage in vicinity of gravel drive east of HD pad site, Is the grade shown on drive acceptable for maintenance use? 14. Sheet C-2.1 (typical) water and wastewater lines shown in Section AA do not appear to meet TNRCC clearance requirements (9' clear). 15. Sheet C -2.2 Please provide additional erosion control at downstream ends of outlet structures or provide design information to Indicate velocities appropriate for native grasses. 16. Sheet C -3.0 Review design of connection of 6" ww line from HD pad to increase connection angle or create drop structure to preserve integrity of manhole. 17. Sheet C -3.0 Please clarify limits of these utilities vs. those shown on plans for public water and wastewater submitted with plat. 18. Sheet C -3.1 Storm drain connections to proposed public main (GI -1, GI -3, G1 -8, etc) must have manholes at junction for access. 19. Sheet C -3.1 Suggest clarification of SSMH to avoid confusion with sanitary sewer. 20. Sheet C -4.1 Detail 0 -4.1.2 should be revised to show typical curb to match cross section shown for expansion joint detail. 21. Sheet C -4.1 Detail C -4.1.6 should be removed or stricken as not allowed. 22. Sheet C -4.1 Detail C- 4.1.13 should be modified to match City of College Station streetscape railing detail as allowed by TxDOT. 23. Sheet C -4.2 Detail C -4.2.1 should be modified to address different geometrics of proposed driveways_ 24, Sheet C -4.2 Detail C -42,3 should have a note added requiring adhearence to Texas Architectural Standards for accessibility. 25. Sheet 0 -4.2 Detail C -4,2,8 should be modified to show footing of curb and gutter section. 26. Sheet C -4.3 Detail C -4.3.5 should be replaced with COCS standard detail. 27. Title Sheet, Public Water & Wastewater Plans General Note 2 should be modified to require notice to the City of College Station Public Works Department 979-764-3690. NOTE: Any changes made to the plans, that have not been requested by the City or College Station, must be explained In your next transmittal letter and `bubbled" on your plans. Any additional changes on these plans that have not been pointed out to the City, gill constitute a completely now review. Page 3 or 5 FACSIMILE COVER SHEET CITY OF COLLEGE STATION DEVELOPMENT SERVICES 1101 Texas Avenue South, PO Box 9960 COLLEGE STATION College Station, Texas 77842 Phone (979) 764 -3570 / Fax (979) 764 -3496 Date: q I 1 l,' # of pages including cover: If you did not receive a omplete fax, please call our office immediately for a new transmittal TO: ( W I FAX: 1 0" 5 15 COMPANY: U,� 1 C(, --,A RE: „t-C( 112i G PHONE: (979)764 -3570 COMPANY: City of College Station REMARKS: ❑ Urgent ❑ For your review ❑ Replay ASAP ani �1! 6Z @ n ij (.� . ` '1 all t!,(8.J-6-01.4 TO: t _. (/I� �,� - U i f ; FAX: ‘; ? .... • :`a .� ' � r COMPANY: ` :AA ( _ Pait•;frrutuai RE: 4 FROM: . `f ,z PHONE: (979)764 -3570 COMPANY: _ _ _ City of Co11ee Station REMARKS: n Urgent []"or your review ❑ Replay ASAP [1I ora Is"1 "1111 V W03 QJbaNt 1S 3QOW CO AO (S)3Jdd OV :00 :00 NOIlaana ZST- 6ZSOSZSOIZT -6 3WdN1'ON XVd TV:ST 91160 3WIl`31d0 acruipuzmda : #'e13S OLSEti9L6L6 : 131 9612Eb9L6L6 : XVN N3S 1N3Wd013A30 S000 : 31ANN Tb :ST Z00Z/9I/60 : 3WIl 1N0d3N N0I1VDIdI l3A NOISSIWSNVe1l Bury +Partners-SA, Inc. 10000 San Pedro Ave., Ste. 100 p Bury-Partners San Antonio, Texas 78216 (210) 525 -9090 - Telephone Consulting Engineers and Sureyors (210) 525 -0529 - Fax Letter of Transmittal To: Tammy Macik Project No.: 048 -30.20 Company: City of College Station — Development Services Date: 09/04/02 Address: 1101 Texas Avenue, P.O. Box 9960 cc: Terry Mapes via FAX College Station, Texas 77842 Larry Koehler via FAX Frank Mihalopous via FAX John Batsell via FAX Re: Gateway Subdivision ❑ Delivery ® Overnight ❑ Pick -Up ❑ Courier ❑ U.S. Mail Quantity Description ofltem(s) 2 Set of Revised Public Water Plans, and Public Drainage Plans 2 Revised Drainage Reports —Notes — Please contact our office at 210/525 - 9090 if you have any questions. Thank you. Prepared By: Coy D. Armstrong P.E. C/Q Bury Inc. r p Bury - Partner s San San Pedro Ave., Ste. 100 San Antonioo, , Texas 78216 (210) 525 -9090 - Telephone Consulting Engineers and Sury eyoi s (210) 525 -0529 - Fax Letter of Transmittal To: Tammy Macik Project No.: 048 -30.20 Company: City of College Station — Development Services Date: 09/04/02 Address: 1101 Texas Avenue, P.O. Box 9960 cc: Terry Mapes via FAX College Station, Texas 77842 Larry Koehler via FAX Frank Mihalopous via FAX John Batsell via FAX Re: Gateway Subdivision ❑ Delivery ® Overnight ❑ Pick -Up ❑ Courier ❑ U.S. Mail Quantity Description ofItem(s) 2 Set of Revised Public Water Plans, and Public Drainage Plans 2 Revised Drainage Reports — Notes-- Please contact our office at 210 /525 - 9090 if you have any questions. Thank you. Prepared By: Coy D. Armstrong P.E. �� ' Bury +Partners -SA, Inc. f) Bury Partners San 6.100 - {l Partners Antonioo, , Texas 78216 (210) 525 -9090 - Telephone Consullin En,ginc('rs,und Sury('). oi's (210) 525-0529 - Fax Letter of Transmittal To: Tammy Macik Project No.: 048 -30.31 Company: City of College Station — Development Services Date: 08/27/02 Address: 1101 Texas Avenue, P.O. Box 9960 cc: Terry Mapes via FAX College Station, Texas 77842 Larry Koehler via FAX Frank Mihalopous via FAX John Batsell via FAX Re: Gateway Subdivision: Final Plat Submittal ❑ Delivery ® Overnight ❑ Pick -Up ❑ Courier ❑ U.S. Mail Quantity Description ofltem(s) 1 Site Plan Application 10 Construction Plans 1 Site Plan Fee ($200.00) Dfaimage.-Report (A.) ( in 114J t 141 —Notes - Please contact our office at 210/525 - 9090 if you have any questions. Thank you. Prepared By: Coy D. Armstrong P.E. 04 6.0 09/11/02 09:10 From: Bridgette George 979 - 764 -3895 Page 1 of 6 FAX COVER PAGE Date: Wednesday, September 11, 2002 Time: 9:09 AM To: Coy D. Armstrong Fax Phone: 12105250529,,,152 From: Bridgette George Title: Assistant Development Manager Company: City of College Station Address: 1101 Texas Ave College Station, TX 77840 Fax Phone: 979 - 764 -3496 Phone: 979 - 764 -3570 Subject: c e Depot Site Nan Message: 6 pages including cover 1 ‘ '''. '' I S ' + t 4/ I /\ „, ) A°6f) Bury +Partners-SA, Inc. 10000 San Pedro Ave., Ste. 100 Bury Partner s \D San Antonio, Texas 78216 (210) 525-9090 - Telephone Consulting Enginers e and Sur\ e rs ■ o ,k, /r) (210) 525-0529 - Fax Letter of Transmittal To: Bridgette George Project No.: 50048-30.71 company: City of College Station — Development Services Date: 06/04/03 Address: 1101 Texas Avenue South cc: College Station, Texas 77842 Re: Home Depot — College Station Bulletin No. 4 P Delivery S Overnight 0 Pick-Up 0 Courier 0 Other Quantity Description of Item(s) 2 Sheet G5.6 (12"Public Water Plan) (24)(36) 2 Bond Sheets (Grading & Drainage Plan, Paving Plan, 12" Public Water Plan) 1 Vellum Sheet (Grading & Drainage Plan) (Sheet C-2.1) 1 Vellum Sheet (12" Public Water Plan) (Sheet C-5.6) 1 Vellum Sheet (Paving Plan) (Sheet C-1.2) 1 Drash Consulting Engineers Inc. Concrete Pavement Recommendations —Notes— Please stamp vellum sheets and return to Bury + Partners-SA, Inc. Please contact our office at 210/525-9090 if you have any questions. Prepared By: Ricardo M Vilarreal, ELT. pos/ for Coy D. Armstrong, P.E. . - OCT -14 -2003 11:55 FROM:QC 9725030278 TO:9797643496 P.001/002 QC Services / /// Q //:C \ QUALITY • iNTEGRity • SERvICi° . _ FAX October 14, 2003 TO: Veronica Morgan Mitchell & Morgan _ _ 979-260-3564 CC: Frank Ivilhalopoulos 972 - 233 -1870 Spencer Thompson City of College Station 979-764-3496 Terry Mapes Home Depot 972 - 402-3871 FROM: John Babel' PAGES: Z inducing cover Re Gateway College Station COMMENT& ATTACHMENTS: Phone (972) 503 -0277 8150 N. 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', � ,., . • rim 1 4 .; . -4 — '4', -1 i , N AT-HOME . 1 i , BERM C P 5 II — '.., i , sM * 20' 24'Displayed with Optional Window SKU # 205 -360 & Roof Pitch Upgrade Custom Built Garages SIZE: SqFt: Installed Price: z1z,s o NLY ' 12' x 16' 192 $ 4,325.00 $109 12' x 20' 240 $ 5,155.00 $108 12' x 24' 288 $ 5,690.00 $119 12' x 28' 336 $ 6,225.00 $130 1 -Car 12' x 32' 384 $ 6,760.00 $141 Garage 16' x 16' 256 $ 5,115.00 $107 16' x 20' 320 $ 5,710.00 $119 16' x 24' 384 $ 6,299.00 $132 16' x 28' 448 $ 6,888.00 $144 16' x 32' 512 $ 7,480.00 $156 20' x 20' 400 $ 7,180.00 $150 20' x 24' 480 $ 7,955.00 $133 20' x 28' 560 $ 8,730.00 $146 20' x 32' 640 $ 9,505.00 $159 2, 2-1/2, 20' x 36' 720 $ 10,280.00 $172 3 -Car 24' x 24' 576 $ 8,570.00 $143 Garage 24' x 28' 672 $ 9,485.00 $159 24' x 32' 768 $ 10,400.00 $174 24' x 36' 864 $ 11, 315.00 $189 24' x 40' 960 $ 12,225.00 $204 16' x 20' 320 $ 5,880.00 $123 16' x 24' 384 $ 6,505.00 $136 Hip 16' x 28' 448 $ 7,130.00 $149 Roof 20' x 20' 400 $ 7,395.00 $155 20' x 24' 480 $ 8,215.00 $137 Garage 20' x 28' 560 $ 9,030.00 $151 24' x 24' 576 $ 8,880.00 $148 24' x 28' 672 $ 9,850.00 $165 24' x 32' 768 $ 10,815.00 $181 * (Per Month Payments Based On Approved Home Depot Credit Card Plan) Order Today! Tol I Free: (888) 799 -0350 Sat ( (7a 5pm) www.wood- master.com Sun (10am - 4pm) CST ❑ Professional Site Inspection ❑ On Site Delivery and Construction of all Materials ❑ #2 Grade Pressure Treated Bottom Plate ❑ #2 Grade 2 "x 4" Wall Studs, 16" on Center ❑ Double Top Plate ❑ 30 -Year Treated Wood Siding ❑ 1/2" A.P.A. Certified Plywood Roof Decking with 301b. Roof Felt ❑ #1 Grade 20 -Year Fiberglass Roofing Shingles - (Black, Brown, Gray, Tan & White) ❑ 12" Boxed Overhang with Soffit Vents ❑ (1) 3/0 x 6/8 Six -Panel Steel Entry Door with Deadbolt and Door Knob ❑ (1) Clopay Model 75 Non - Insulated Garage Door - (white or Almond) 12' & 16' Wide Garage will Include 9'x 7' Door, 20' & 24' Wide Garage will Include 16'x 7' Door ❑ Final Clean Up of Jobsite ❑ Full 3 -Year Warranty on Materials & Workmanship Opt Featuf (by ESTIMATE ONLY) ❑ Painting ❑ Building Permits ❑ Doors and Windows ❑ Attic Truss Design ❑ Lap Siding ❑ Sky Lights ❑ Wind Turbine ❑ Insulated Garage Door ❑ Shelving and /or Work Bench ❑ Guttering ❑ Shingle Upgrade ■ Brown Chamois Black White Driftwood Brown Texas White Plymouth Gray Tan Cottage Red Fox Gray Gray Country Blue II Chili Green White * Notice, Not Available: *Interior Finish Out (i.e.. insulation, electrical, plumbing) *Concrete Slab, Leveling or Site Preparation *Products Not Available in All Areas GROUP A Revised 04/03 i) i) 011 F . ' j i AT-HOME NIMINNPat i . . ° l III S i.RVICES ....._M SM _ ,. ,. S KU # 368 -241 `20'x 32' Displayed with Optional Paint, Windows, Porch Railing, Cedar Trim Package, Roof Dormers, Skirting & Door Upgrade Custom Built Weekend Cabins SIZE: Sci. FOOTAGE * *INSTALLED PRICE: 16'x 20' 640 $11,317.00 $189 16'x 24' 768 $12,763.00 $213 16'x 28' 896 $14,206.00 $237 16'x 32' 1024 $15,652.00 $261 16'x 36' 1152 $17,099.00 $285 16'x 40' 1280 $18,541.00 $309 20'x 20' 800 $12,871.00 $215 20'x 24' 960 $14,555.00 $243 20'x 28' 1120 $16,245.00 $271 20'x 32' 1280 $17,929.00 $299 20'x 36' 1440 $19,613.00 $327 20'x 40' 1600 $21,297.00 $355 24'x 24' 1152 $17,574.00 $293 24'x 28' 1344 $19,572.00 $327 24'x 32' 1536 $21,663.00 $362 24'x 36' 1728 $23,662.00 $395 24'x 40' 1920 $25,659.00 $428 24'x 44' 2112 $27,648.00 $461 * * Final Price Subject To Site Inspection * Per Month Payments Based On Approved Home Depot Consumer Credit Card Plan Order Today! Toll Free: (888) 799 -0350 M -F (7am - 8pm) Sat (8am - 5pm) www.wood-master.com Sun (10am - 4pm) CST ❑ Professional Site Inspection Required ❑ On Site Delivery and Construction of all Materials ❑ Leveling of Building up to 12" Using Concrete Blocks ❑ Pressure Treated 4 "x 6" Runners set on Concrete Blocks ❑ Pressure Treated 2 "x 6" Floor Joists, 16" on Center ❑ 3/4" Tongue & Groove Plywood Flooring ❑ Pressure Treated Front Porch & Deck -(8' Wide x Length Of Building) ❑ 2" x 4" Wall Studs, 16" on Center ❑ Permanent 3' Stairway to Second Floor ❑ (1) 3/0 x 6/8 Six -Panel Steel Door with Deadbolt & Door Knob ❑ 30 -Year Treated Wood Siding ❑ Double Top Plate ❑ 2" x 6" Rafters, 24" on Center ❑ 1/2" A.P.A. Certified Plywood Roof Decking with 301b. Roof Felt ❑ #1 Grade 20 -Year Fiberglass Roofing Shingles - (Black, Brown, Tan Gray & White) ❑ Final Clean up of Jobsite ❑ Full 3 -Year Warranty on Workmanship & Materials Optional Features: (by ESTIMATE ONLY) ❑ Painting ❑ Steps & Railings ❑ Shingle Upgrade ❑ Building Permits ❑ Doors & Windows ❑ Skirting ❑ Roof Dormers ■ Brown Chamois Black White Driftwood Brown Texas White Plymouth Gray Tan ■ Cottage Red Fox Gray Gray Country Blue Chili Green White * Notice, Not Available: *Interior Finish Out (i.e.. insulation, electrical, plumbing) *Concrete Slab, Leveling or Site Preparation *Products Not Available in All Areas WMBCI /CABIN Revised 03/03