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Home My WebLink AboutMisc.CITY OF COLLEGE STATION DEVELOPMENT SERVICES 1101 Texas Avenue South, PO Box 9960 College Station, Texas 77842 Phone (979) 764-3570 / Fax (979) 764-3496 MEMORANDUM February 3, 2002 TO: Bill Scarmardo, WCS Architects, Via fax 774-4616 FROM: Bridgette George, Asst. Development Manager SUBJECT: STOP AND STORE MINI-STORAGE (SP) - SITE PLAN Staff reviewed the above-mentioned site plan as requested but had to stop review due to an incomplete submittal. The following page is a preliminary 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) revised site and landscaping plans. 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: Pat Marek, Via fax 696-3089 Case file # 0-186 STAFF REVIEW COMMENTS No. 3 Project: STOP AND STORE MINI-STORAGE (SP)-SITE PLAN (0-186) PLANNING 1. No comments. Reviewed by: MOLLY HITCHCOCK ENGINEERING 1. No comments. Reviewed by: TED MAYO Date: December 27, 2000 Date: December 27, 2000 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. Staff Review Comments Page 1 of 1 0 ASH & BKOWIYE ENGINEERING, INC. Engineers and Consultants P.O. Box 10838, College Station, Texas 77842 979-694-2123 877-2454839 Fax: 979-694-3694 Deborah Grace Development Services City of College Station P.O. Box 9960 College Station, TX 77842 December 6, 2000 Re: Stop and Store Mini-Storage ABET No. 1033001 Dear Deborah: Attached is the legal description for the waterline easement for the Stop and Store Mini- Storage Warehouses on S. H. 30 for Pat and Joe Marek. Please disregard the easement description dated October 9, 2000, that was submitted with the original set of plans. I would suppose that this description goes to legal for the preparation of the easement document. Give me a call if you have questions. Sincerely, 441 e Elrey B. Ash Ash & Browne Engineering, Inc. r A centerline description for an easement covering the water lime and fire hydrant in the Pat and Joe Marek Mini-Storage Project at 3820 Harvey Road. Beginning at a point, said point being the Northwest comer of Lot 1 Block 1 of the Jordan Subdivision in the City of College Station, Texas, said point also lying in the Southeast R.O.W. line of State Highway 30 (Harvey Road). Thence N 45 ° 03' 43" E along the Northwest property line of Lot 1 Block 1 of the Jordan Subdivision, same being the Southeast R.O.W. line of State Highway 30, 67.76 feet to the Point of Beginning. Thence S 44 ° 53' 55" E along a lime, said line being parallel to and 67.76 feet northeast of the southwest line of Lot 1 Block 1, said line being the centerline of a 10 foot wide Utility Easement, a distance of 328.93 feet to a point for an angle to the left. Thence N 45 ° 06' 05" E a distance of 18.63 feet along a line, said lime being the centerline of a 10 foot wide Utility Easement, to a point for ending, containing 3,475.6 square feet of property more or less. lZ/D~v`®O rgp ASH & BROWIYE ENGINEERING, INC. Facers and Camukants P.O. Box 10838, College Station, Texas 77842 979-694-2123 877-245-4839 Fax: 979-694-3694 December 22, 2000 Natalie Ruiz Development Coordinator City of College Station P.O. Box 9960 College Station, Texas 77842 Re.: Stop and Store Mini Storage - Site Plan/Construction Drawings COCS No. 0-186 Dear Natalie: As per our conversation this afternoon, please find attached to set of construction drawings for the above referenced project. The drawings have been revised at the request of the City to reflect the relocation of the retaining walls out of the sewer line easement. Please review these changes at your earliest convenience. Let me when I can bring mylar copies for your approval signature. look forward to hearing from you. If you have any que ions, p ease o not hesitate to call. Sincerely, ASH & BROWNE ENGINEERING, INC. 7 Dale Browne, Jr., P.E. Attachments C:%0ff oePro}ecW1 033 - Marek 8radw" Construdfon, k*c=l - Mini-%orage WerehousesUA ms1000S - Rua01 - Ladw.wpd 7Z av /9~4- d2 0 / -7 Y E FO DEC 2000 1 Y2Q~ ~c I I pi in ENGINEERING I \ 'MINI--b WW-Awc " 15,000 S.F- \ \ F.F. ELEV. \ 281, \\ELFV\ X280\\ G - \ v A\\ ' v v ~ .vim • I F.P. 1 ~ELEV, . 3 v 2811 N X\,\ F.F.\ \ \ I3 n \ 2(f VADE 200 DETENTION I1 FACItJTY t-or -W- ~a ~ v i N r ~ I r 7-1 20'-0' 38'-6" E)aSTING 15' UTILITY EASEMENT 20' MADE 56' DETENTION t2'xtr PAD owPStcPM • FWELANE 7-~' ~ FACILITY 4 2Y-y- - `SETBACK LMIE I - IF 155 MANHOLE B~~ENp OF E - - 15S - 15S p v PRIVACY FENCE. 269.6 PROPOSED FIRE MODIFIED TYPE 3 Y 4 SERMCE TAP - STACK HEIGHT 4•1'e 4 15' BUIL.OING SETBACK UNE 196• _ vi ~~Z. it 5 i r pdS?lNG 20' yr --t7Ttl fi EAST a►I L TNG 15.0 \ 1MAM10l E 7 15S- ~~3 15S~ -r~--~ i, ~ 196• lee HARVEY HILLSIDES BLOCK 2, LOT 12 KONRAD EUGSTER RESIDENTIAL EXISTING rONDITION~ • SCALE: I- s 30' g' x 6' is & v - ST& 0t06t EbSlING GRAS - - _ - - - PROPOSED GRADE :Ted Mayo - Re: arek Brothers Stop--and Store Mini- forage r age 1 From: Ted Mayo To: Dale Browne Date: 12/8/00 8:48AM Subject: Re: Marek Brothers Stop and Store Mini-Storage I called and talked with Elrey Thursday afternoon. We have a large concern about the location of the existing sanitary sewer line in relation to the pooposed retaining wall. In addition we are concerned about the misalignment that will be created at easch end of this property in relation to the existing easement on the adjacent properties. It appears to me the line would need to be relocated south .l told Elrey he could talk with our water and wastewater people and if they were agreeable we would consider a relignment. This would require a replat of the Jordan Subdivision to redefine the easement. College Station, Embracing the Past, Exploring the Future "Dale Browne" <abei@txcyber.com> 12/08/00 07:49AM Ted, Have you had time to discuss the possibility of the Marek brothers granting of a utility easement on the back end of the property in lieu of moving the retaining walls with Robert Mosley? I appreciate you help regarding this matter. If you have any questions, please do not hesitate to call. Sincerely, ASH & BROWNE ENGINEERING, INC. J. Dale Browne, Jr., P.E. Ash & Browne Engineering, Inc. Phone: 979-694-2123 Fax: 979-694-3694 abei(@_txcyber.com CONFIDENTIAL NOTICE: The information contained in this transmission is considered by the sender to be confidential. This material is intended only for use of the recipient named above. If the reader or other recipient of this material is not the intended recipient named above, please notify me and delete this transmission. Thank you. _ Ted Mayo Stop & Store mini storage Page 1 From: Bridgette George To: Ted Mayo Date: 12/27/00 8:22AM Subject: Stop & Store mini storage Good morning! Natalie sent me this message on Friday. Please let me know what you think. Ash & Browne dropped off their revised plans late this afternoon. He really wanted approved plans next week; but, Spencer is gone until after the first. You may want to talk to Ted and see if he can help with this one. (Because of the confusion of the retaining wall on top of the sewer line, we agreed to try and get these through a little quicker this time.) Thank you! College Station. Embracing the Past, Exploring the Future. Bridgette George :o) Asst. Development Review Manager City of College Station (979) 764-3570 (979) 764-3496 (Fax) bgeorge@ci.college-station.tx.us www.ci.college-station.tx.us Ted Mayo Stop & tore - - - - Page 1 From: Bridgette George To: Ted Mayo Date: 12/27/00 12:19PM Subject: Stop & Store believe we still need the easement dedicated before we can issue the Development Permit. They've changed it several times, but I haven't seen the new metes and bounds come in. Did you already talk to Dale about providing the Eng'rs Estimate or do I need to call him? Thank you! College Station. Embracing the Past, Exploring the Future. Bridgette George :o) Asst. Development Review Manager City of College Station (979) 764-3570 (979) 764-3496 {Fax} bgeorge@ci.college-station.tx.us www.ci.college-station.tx.us Ted Mayo - Re Stop-& tore Page 1 From: Bridgette George To: Ted Mayo Date: 12/27/00 1:45PM Subject: Re: Stop & Store I'll call and talk to him about both. Elrey called me last week stating that the easement was going to change. They also have not provided the application or title report. Thank you! College Station. Embracing the Past, Exploring the Future Bridgette George :o) Asst. Development Review Manager City of College Station (979) 764-3570 (979) 764-3496 {Fax} bgeorge@ci.college-station.tx.us www.ci.college-station.tx.us Ted Mayo 12/27/00 01:18PM Description of centerline of waterline easement is in DP file dated 12/06/00. 1 have not talked with Dale about Engineer's Estimate. College Station, Embracing the Past, Exploring the Future Bridgette George 12/27/00 12:19PM believe we still need the easement dedicated before we can issue the Development Permit. They've changed it several times, but I haven't seen the new metes and bounds come in. Did you already talk to Dale about providing the Eng'rs Estimate or do I need to call him? Thank you! College Station. Embracing the Past, Exploring the Future. Bridgette George :o) Asst. Development Review Manager City of College Station (979) 764-3570 (979) 764-3496 {Fax} baeoroe(cDci.colleoe-station.tx. us www.ci.college-station.tx.us 10/19/00 08:55 %T979 764 3496 DEVELOPMENT SVCS I9 0 01 x~ ACTIVITY REPORT x~ TRANSMISSION OK TX/RX NO. 4816 CONNECTION TEL 96943694 CONNECTION ID START TIME 10/19 08:53 USAGE TIME 01'23 PAGES 3 RESULT OK I . 10/19/00 13:45 $979 764 3496 DEVELOPMENT SVCS 10001 ACTIVITY REPORT ~x x TRANSMISSION OK TX/RX NO. 4833 CONNECTION TEL 96963089 CONNECTION ID START TIME 10/19 13:43 USAGE TIME 02'29 PAGES 3 RESULT OK ~ 41 f ' 14 CITY OF COLLEGE STATION DEVELOPMENT SERVICES 1101 Texas Avenue South, PO Box 9960 College Station, Texas 77842 Phone (979) 764-3570 / Fax (979) 764-3496 MEMORANDUM October 19, 2000 TO: Pat Marek, wft_ x 191 a 15-buY) OIq 71 j ~0 FROM: Bridgette George, Asst. Development Coordinator SUBJECT: Stop and Store Mini Storage - 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) revised site and landscaping plans 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: Ash & Browne Engineering, Via fax 694-3694 Case file #00-186 Home of Texas A&M University 11/08/00 11:17 %Y979 764 3496 DEVELOPMENT SVCS (&001 ~Wsk~k:F:okB:ok:ko&~:k:kW:ksl::ksFok:f:a,~:%F:ok%k~k:~ ACTIVITY REPORT TRANSMISSION OK TY/RY NO. 5124 CONNECTION TEL 96963089 CONNECTION ID START TI31E 11/08 11:15 USAGE TIME 01'45 PAGES 2 RESULT OK 11/08/00 11:48 W979 764 3496 DEVELOPMENT SVCS 10001 CITY OF COLLEGE STATION DEVELOPMENT SERVICES 1101 Texas Avenue South, PO Box 9960 College Station, Texas 77842 Phone (979) 764-3570 / Fax (979) 764-3496 MEMORANDUM November 8, 2000 TO: Pat Marek, Via fax 696-3089 FROM: Bridgette George, Asst. Development Coordinator SUBJECT: Stop and Store Mine Storage -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 $100 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: Two (2) complete sets of construction documents, including a plan and profile for the fire line, with the revised site and landscaping plans attached; and, One (1) copy of the Engineer's Estimates. 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 revie comments f)~ ~ tpo2t (~J;&4 Wk tLr (d), cc: Ash & Browne Engineering, Via fax 694-3694 Case file #00-186 ate. s~J Home of Texas A&M University a-a6-00 ffa,'` S - `J5A-11' ASH & BROWNE ENGINEERING, INC. Engincers and Consultants P.O. Boa 10838, College Station, Texas 77842 979-694-2123 877-245-4839 Fax: 979-694-3694 October 25, 2000 Bridgette George Asst. Development Coordinator City of College Station P.O. Box 9960 College Station, Texas 77842 Re.: Stop and Store Mini Storage - Site Plan COCS No. 0-186 Dear Ms. George: The following addresses the staff review comments for the above referenced project. The numbered comments below correspond to the staff review comments. PLANNING 1. Harvey Road R.O.W. has been called out on the site plan. 2. There is no pipeline under the front property line. Note has been removed from the existing conditions of the site plan. 3. End islands have been placed at ends of every parking row. 4. Parallel parking spaces have been revised to 9x 22'. 5. As per the City of College Station Zoning Ordinance Section 9.2, A.,4. the 23' aisle, which Ms. Hitchcock is referring to, is for head-in (900 degree) parking spaces. For angled parking the minimum aisle is 20'. This section does not address parallel parking. Therefore, as required by this section, the width of the aisle is to be determined by the Project Review Committee. In the City of Bryan this aisle would be 10 foot in width for a total of 19 feet. We are proposing 25 feet. 6. Note was added to the Site Notes regarding the fire lane striping. 7. Existing adjacent curb cuts are shown on the plan. There are no curb cuts opposite this site for more than a mile. The adjacent drive to the west is 265 feet from the centerline of the proposed drive to the edge of the existing drive and the adjacent drive to the east is 180 feet away. Because of the size of the lots on this plat, which was approved by the city in 1996, it is impossible to meet the spacing requirements for adjacent drives on a major arterial. 8. The driveway throat length measured from the parking lot to the edge of the asphalt on S. H. 30 is 53 feet 9 inches, however there is a 5 foot wide shoulder so the distance from the parking lot to the street is more than 55 feet. 9. A six foot privacy fence will be constructed on the site at the rear. 10. The water meter is in the easement. F:Vmjects\1033 - Marok Eked ers Garshucfim, k c=1 - MniStawpe WwahausesY..dtersCOCS - GOW901 - L.dta wpd 11. The electric service will be underground as shown on plans. 12. We have recalculated the areas and have reflected this on the plan and have shown the additional plantings on the plans. 13. The office will have restrooms therefore the water demands and sewer loading will be about the same as a single family home. As per TNRCC , using office building standards of 20 gals per person per day with no more than 10 people this would translate to 200 gal/day. Using a return rate to sewer of 90% this would be 180 gal/day which totals can be easily handled with the proposed service lines. 14. The lighting for this site will be for security purposes and will consist of wall pack units directed downward. With the vegetation remaining along the creek there will be very little if any light pollution towards the Harvey Hillsides area. ENGINEERING 1. We have revised the drainage report to provide sufficient data to show what we are proposing to do with this site. We must analyze not only the site but upstream area also to show the effect of routing this flow to the creek ahead of the peak from the larger drainage area which is in accordance with the City's Drainage Policy. 2. Table 3 is accurate. 3-6. What we are striving to do here is get the runoff from this property to the stream as quickly as possible so that it does not become an additive factor in the peak for the major portion of the drainage area. Complete details of the outfall structure are included in the plans or in the report, including discharge velocity. The design discharge velocity is so low that no energy dissipation is needed. To insure that there will be no detrimental effect on the stream in any way we have cut the size of the developed area back by 25 feet. The outfall structure has been moved to the southwest corner of the property so that it is totally on our tract including the discharge. This movement of the project to the north, along with the construction of the privacy fence, will also lessen any potential impact on the Harvey Hillsides area. 7. We will address any TxDOT concerns. ELECTRICAL 1. The developer will contact the electrical division and take care of these matters. We have shown a Low Monument type sign between the parking lot and the R.O.W. This will be applied for separately by the owner at a later date. Sincerely, ASH & BROWNE ENGINEERING, INC. I. d);~ Elrey B. Ash, P.E. F: WoJects\1033 - Morek Bmthers CorrstrucUm, k==1 - NrrStaaps Wrehaua tAttersl000S - Gew9*1 - Leaw.wpd Bridgette George - New Development - Week of 10/09/00 Page 1 From: Pete Caler To: Bridgette George Date: 10/11/00 1:41 PM Subject: New Development - Week of 10/09/00 Stop and Store Mini-Storage: Looks fine, as long as they only want 90 gallon automated curbside service. We have several other storage businesses in town that have that service. Thanks. Pete Caler Sanitation Superintendent City of College Station (979) 764-3690 pcaler@ci.college-station.tx.us /i/,, A ASH & BROWNE ENGINEERING, INC. Engineers and Consultants P.O. Box 10838, College Station, Texas 77842 979-846-6914 877-245-4839 Fax: 979-846-8914 January 2, 2001 Spencer Thompson Development Services City of College Station P.O. Box 9960 College Station, Texas 77842 Re.: Stop and Store Mini Storage COCS No. 0-186 Dear Spencer: As per our conversation this morning, please find attached a mylar set of drawings for the above referenced project. Please affix the City's approval stamps to the drawings at you earliest convenience. Contact our office when the mylars are ready to be picked up and we will make the City three sets of bluelines of the approved drawings. If you have any questions or need any additional information, please do not hesitate to call. Sincerely, ASH & BROWNE ENGINEERING, INC. J. Dale Browne, Jr., P.E. Attachments & BROWNE ENGINEERING, INC. Engkkeen and comaltab P.Q. Box 10838, College Station, Texas 77842 979-846-6914 877-245-4839 Fax: 979-846-8914 December 29, 2000 Bridgette George Asst. Development Coordinator City of College Station P.O. Box 9960 College Station, Texas 77842 Re.: Stop and Store Mini Storage - Site Plan COGS No. 0-186 Dear Ms. George: As per your request, the following items address the information you requested: The revised engineer's est 6"o AWWA C900 CL200 PVC 8" x 6" Tapping Sleeve & Valve 6" D.I. 90° Bend Fire Hydrant Assembly (Modified Type 3) imate for this line is as follows: 325 LF @ $ 20/LF $ 6,500 1 EA @ $1,000/EA $ 1,000 1 EA @ $ 2001EA $ 200 1 EA @ $1,750/EA 1,750 Total Estimate Construction Cost: 9,450 2. 1 have attached the easement dedication application and associated attachments. Please let me know when I can bring a mylar set of drawings for the approval stamp. If you or any of the staff has questions regarding this project, please feel free to call. Sincerely, ASH & BROWNE ENGINEERING, INC. :`x~s~l 1 J. DALE.BROWNE, JR.. J. Dale Browne, Jr., P.E. 81890 _ Attachments 00 -ik~ ASH & BROWNE ENGINEERING, INC. Enghwers and Cangultanb P.O. Boa 10838, College Station, Texas 77842 979-846-6914 877-2454839 Fax: 979-846-8914 TRANSMITTAL LETTER TO: Bridgette George DATE: January 3, 2001 Asst. Development Coordinator City of College Station P.O. Box 9960 RE: Stop and Store Mini-Storage College Station, Texas 77842 Phone: 979-764-3570 ABET No.: 1033001 Fax: 979-764-3496 COCS No.: 0-186 ATTACH. DESCRIPTION 6 Approved Construction Drawings 2 - Approved Site Plan Drawings r 11 Approved Landscape Drawing THESE ARE BEING SENT: Ot _ t your request ❑ For your signature ❑ For your approval ❑ For REMARKS: ❑ For your information ❑ Per our conversation ❑ For further action as noted ❑ Per contract ❑ For review and comment For your use ❑ At request of ❑ Original will follow by mail If you have any questions, please do not hesitate to call. Copy to: Signed: J. Date Browne, Jr., P. E. C:\0ffice\Projects\1033 - Marek Brothers Construction, Inc\001 - Mini-Storage Warehouses\Leders\COCS - George5 - TLetter.wpd W.C. Scarmardo architects ■ interiors Letter of Transmittal DATE: January 21, 2002 TIME: Z-)O C)g(r 6 2:16 PM TO: College Station Planning FROM: WCS Architects Attn: Bridgette Bill Scaamardo RE: CC: Comments: _ . r:. Attached are ten sets of site plan revisions for re-review of: Stop-N-Store 3820 Harvey Road for Marek Brothers. Please contact me for any questions. Thank you. Sincerely, William C. Scar uardo, AIA ASH & BROWNE ENGINEERING, INC. Engineers and Consultants P.O. Box 10838, College Station, Texas 77842 November 30, 2000 Bridgette George Asst. Development Coordinator City of College Station P.O. Box 9960 College Station, Texas 77842 Re..- Stop and Store Mini Storage - Site Plan COCS No. 0-186 Dear Ms. George: The following addresses the staffs second review comments for the above referenced project. The numbered comments below correspond to the staff review comments. PLANNING Reviewed by: Molly Hitchock 1. A privacy fence between the commercial establishment and the residential development has been shown on the construction drawings. The privacy fence is to be located along the top of the retaining wall located at the southeast end of the property. 2. The water and wastewater minimum, maximum and average uses have been added to the construction drawings. Refer to note 13 on page 2 of the construction drawings. 3. The aisle width along the northern side of the property has been revised to provide a minimum aisle width of 20 feet. ENGINEERING Reviewed by: Spencer Thompson 1. As per our meeting on November 13, 1 indicated that the wastewater line was only a "long" 4" service. I was told that the existing wastewater main could be tapped with a 4" service tap; therefore, no plan and profile view would be required. The construction drawings shows cleanouts to be installed on the 4" service line to the office as per our meeting. The service line has been relocated to the north side of the north building to avoid conflicts with detention facilities. CtOff"Wrojects11033 - Marek Brothers Construction, Ind001 - Min -S ge WarehouseOLettem=CS - George2 - Lettermpd Bridgette George November 30, 2000 Page 2 2. We have provided a plan and profile view of the proposed fire line. Also, the engineer's estimate for this line is as follows: 6"m AWWA C900 CL200 PVC 8" x 6" Tapping Sleeve & Valve 6" D.I. 22 Y20 Bend 6" D. 1. 90° Bend Fire Hydrant Assembly (Modified Type 3) 337 LF $ 20/1-F $ 6,740 1 EA $1,000/EA $ 1,000 2 EA (tD $ 200/EA $ 400 1 EA $ 200/EA $ 200 1 EA $1,750/EA 1,750 Total Estimate Construction Cost: 10 090 3. The design report has been revised to reflect the use of a detention facility for controlling stormwater runoff from this development. The drainage calculations have been revised to reflect the use of two detention pond on the southeast end of the project site. The size to the building had to be reduced to accommodate the detention facilities. As per your request, I have attached three (3) sets of revised construction drawings and design reports. Please review this information at your earliest convenience. If you or any of the staff has questions regarding this project, please feel free to call. Sincerely, ASH & BROWNE ENGINEERING, INC. J. Dale Browne, Jr., P.E. Attachments 5: ~s CAOF ice\ProjectsN033 - Marek Brothers Construction, Inc=l - Mini-Storage WarehouseslLetter s\COCS - George2 - Letter.wpd