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HomeMy WebLinkAboutMiscellaneous. ,~. . CORPORATE RESOLUTION -~. ~ OF UlvITED PROPERTIES .GROUP,. INC. RESOLVED, the Corporation, by and through its President, William D. Farrar, is hereby authorized to enter into the Development Agreement with the City of College Station, a copy of which is attached hereto. RESOLVED further that a copy of this Resolution be attached to the original copy of such Development Agreement as proof of the Corporation's authority to enter into said Development Agreement. Date: O it iam .Farrar, President ~o~ ~9~6PaGE 36 `"~ CITY OF C®L,LEGE ~TAT'I `r ®~ ® PLANNIN(a DIVISI®N POST OFFICE BOX 9960 1901 TEXAS AVENUE COILEGE$TATION. TEXAS 77942-9860 (409) 764-3570 MEMORANDIJiVi TO: D®n Garrett, Garrett Engineering FROM: Natalie Ruiz, Assistant Development Coordinator. DATE: July 14, 1998 ~: I:egacy Construction Office Building. site plan review. Staff reviewed the abovementioned site plan for a new office building on lot 1, bloclk 1 of the CSL of Texas, Inc. Addition. .Attached is a redlined copy of the site plan with staff eommentslconcerns that must be addressed prior to further review.. Once you have addressed ail of .the redlined comments, submit 3 sets of complete construction documents with the revised site plan attached to cont>nue with Phase II of the building pern~it process. If there are comments that you: are riot able to address, submit a letter addressing those items to be reviewed by staf, f with the constrrrctiorr document If you. have ariy questions or need additional infomlation, please call me at 764-3570. Thank y®u. Attaclunent cc: Case Sle #98-422 Tony Jones, Legacy Construction :> 4'1'~ 301 INDUSTR~AI. BLVD. BRYAN, TEXAS 7?803 ANTHONY VITANZA DESIGNER ACCESS DESIGN 4091821-47Sa 1)t,TE: TULY I3, 1998 CASE: LEGACY CONSTRUCTION OFFICE BULDI~IG .REVIEWED BY: LAVERNE AKIN AFTER REVIEW OF THE TTEM i.ISTED ABOVE, TKE FOLLOWING CONCERNS WERE NOTED: THE DEVfiLOPER/OWNER IS RESPONSIBLE FOR PROiIIDING AND PLACING I TWO INCH CONDUTT FROM THE OUTSIDE BUII,DING LOCATION TO ONE OF THE TWO PEDESTALS'LOCATED ALONG THE. FRONTAGE ROAD, THE OUTSIDE BUILDING LOCATfON SHALL.BE t~fti'i'E~t 20 FEEF OF .POWER - IF NOT, A COPPER GitOUNU ROD MUS'T° BE PROVIDED AND PLACED BY THE DEVELOPERo ADDTfIONAI. COMMENTS: CONTACT ANTHONY VITANZA WITH Cs°TE AT 409/821-4754 FflR TELEPHONE REQUIItEMENTS, CONDUIT PLACEMENT, AND OCCUPANCY DATE.. The Med Modular Building - A site. plan for a new modular building totaling 2688 square feet to be located behind the existing medical center at 1604 Rock Prairie Road. Applicant is the College Station Medical Center. (98-423) Contact for Gas Service for this project is: David L. borough Manager, New Customer Development (409)774-2527 Office (409) 777-0305. Mobile (409)774-2526 Fax ddorougl@tuelectric.com E-mail 4200 S H 6 South Bryan, Tx 77802 ate plan for a new office building totaling 226.1 square feet to be located on lot 1, block 1 of the CSL Of Texas, Inca Addition along the State Highway 6 Frontage Road, just north of the Sebesta Road intersection. (98-422) Contact for Gas Service for this project is: David L. borough Manager, New Customer Development (409)774-2527 Office (409) 777-0305 Mobile (409)774-2526 Fax ddorotxgl@tueiectric.com E-mail 4200 S H 6 South Bryan, Tx 77802 Cycles, Etc. -Proposed. store front improvements and sign. changes at 104 College Main in the Northgate zoning district. The previous tenant was "Byte Me Computers". (98-424) Staff is currently scheduling a NRB aneeting to review this proposal. Contact for Gas Service for this project is: David L. borough Manager, New Customer Development (409)774-2527 Office (409) 777-0305 Mobile. (409)774-2526 Fax - ddorougl@tuelectric.oom E-mail 4200 S H 6 South Bryan, Tx 77802 0?/01/98 11:01 ZS409 764 ~~96 PEVELOPhiE1VT SVCS ,,,18. Designate number of parking spaces required by ordinance and provided by proposal. '' 19. Sh w dimensions to sire and locate all structures, parking spaces, drives, curb cuts, parking islands, and setbacks. ' 20. Are there impact fees associated withthis development? 21. Provide a water and sanitary seti~rer legend to include water demands (minimum, maximum a~:d average demands in gallons per nunutc) arid. sewer loadings (rnaxamum demands. in gallons per day). 22. Show all rrreter l~rcations. I'vleters must be located. in easements or ~..O.VU: (City will size meters.} 'Y'he following are typical standards for Pian Development established by 1~rditranee nr k'olicys t . Building separation is a mituztrutn of 15 feet. `~„ 2. Building setbacks xre outlined in Qrdinance 1635, honing CJrdinance, Table A (Sec. 7, P. 30). 3. Minimum parking space is 9' X 20`, or on a perimeter row, 9' x 18' with a 2' overhang. ~, 4. M'ulirnum drive width is 23' with head-in paslsing or 20' without parking. 5. l~.aised landscaped islands, (6'" raised +curb) of a :minimum of 180 sq. ft. are located at both ends of every parking rc~w. A,dditit~nally, 180 sq. $. of landscaping for every 15 rnterior parking spaces must be ,provided. G. Streetscape compliance is required which involves special plantings along streets specified in the City's Strcetsca.[ie Plan. 7. A 6" raised curb is required around all edges oi' ail parts of all paved areas without exception. (To include islands, planting areas, aceess ways, dumpstcr lacatians, utility pads, etc.) curb detail fia be approved b~ City En r~ near. ~l'o exceptions will be •made for areas designated as "reserved far Future par king". ... .. 8. Wheelstops maybe required on interior rows longer tl~;an 10 spaces or in spacial situatie~ns. 9. Sidewalks are required at tizxre of development i£ property has frontage on a stree~# shown on the sidewalk h~faster Flan or if the Project Revrcw Committee determines the necessity. (R.efar to Section I0.2 of tfie Zoning l~rdinance). 10. Locations of durnpsters shall be such that duznpsters are not visible frorn streets. Gates are discouraged and visual screening from R.Q.W. is required. 11. I-lealthy, native trees aver 6° in caliper should be retained w~hcncverpossible. 12: dire, lanes of a minimum of 20 feet: in width .with a. rninimun~ height clearance of 14 feet rurust be established. if any structure of any type is more than 150 feet frarn s public street or highway. 1~. Any structure in any zt~aing district other than lt.-1, It-1 ~ or ~-2 must be within 300 Feet of a fire hydraryt as measured along a public street or along an approved f rc lane as the hose is laid off the truck. 14. Fire hydrants must tae located ,~n the same side of a major street. as a project, and shall be in a location approved by the City Bngineer, ~. 15. Fire hydrants trust be operable and accepted by -the City and drives must have an all weather surface before combustik~les can be br-~~ight on any alts. 16. A twenty fo~~r foot sctt~ack fired 17..#~.W. to curb of Barking lot is required, barking may be allowed in this area up to a maximum of 7 contiguQUS spaces. I7. All plans must include irrigation syslr;.rr~ for landscaping. Yrrigatian meters are separate £rcm the regular water systems for buildings and mzrst be sized ~corrlingly et~d include backflo~v prevention protactionr. a7/D1/98 11:x0 ~4a9 7B4 3~a6 DEVELOPI4IENT SVGS Q~ ~G~ r~aoa ~v SU$hiIT APPLIC~I.TibN AND TI-IIg LIST GHECK~D-01~'F WTTfi,tUf(~} FC1LL-EI] COPIES OF SI'I'E pl,,e~AT FOFL REVT.Bw h~IIN~14'XifJtvx ~EC,~LIII~.E1~-~E~t'I`S Et~R I'I~E 1'L,AN P1~+OP~SAL~ ALL TY ~QRI~1[NA1~+~L~ NT'U~`T'.~E'1VIET~} II~~Lt.1~Il~i~ BUT NAT LIIYIl`I'.E:I]i T+D 7'HE ~'{~LLt~'V4rYN~: ,~, 1. Sheet size ~ 24" x 36" 2. Title block to inclvdc: a.} 1'+1ame, address, location, and legal description b.j Name, address, and telephone number of applicant c.) i~ame, address,. and telephone number of developcr~c~~vner , d.) 'I~Tame, address, and telephone number ot`architectleng~neer e. Date of submittal f.) Total sto•area ~. ownership' and current mooning af,parcel ,and all abutting parcels. 4. ~ key map (not necessarily to scab). 5. Scale should be largest. standard engineering scale passible an sheet. 6. Provide a north arrow. 7. Topography, final grading plan, and other pertinent drainage information. (If plan has too much information, show drainage bn separate sheet.) 8. All existing streets, drives, buildings, and water courses on ar adjacent to the proposed project site. 9. Locate 100 ~rr.'floadglain on ar adjacent: to .the proposed project site, note if there is none on the site, 10. Location and sine of existing utilities within or adjaceant to the, proposed project site. 11. Proposed location, type, and sire afthe fallawin~; a.) T~uildings and: structures b.) Off-Street .parking areas. ~*ith parking spaces drawn, tabulated, and. d'unensianed~ a) Sidewalks d.} Comman..open space sit89' e_) ~ Sites for §al%d waste containers ' 1 ~. Proposed strcetsr drives, and curb cuts, I'c~r .each proposed curb cut (including driveways, streets, alleys, etc.) locate existing curb cuts on the same and opposite side of the street to determine separation distances bct~vccn existing and proposed curb cuts. indicate driveway thraat.length a, measured in the Driveway Ordinance. (See Ordinance 1961 for driveway location and design requirements.) 13. Tlie toxal number of residential buildings and units to be constructed an the proposed project site. 14. Landscape plan as required in Section 11 of the honing (}rdinance (See ordinance # 1&38.) The landscaping plan can be shaven an a, separatesheet iftea much infarrnation is on the original site plan. Attempt to reduce or eliminate plantings in easements. Include information on the glart such as; a) e~asting landscaping to recnatn b) required. point calculations c) proposed new plantings with points earned 15. Indicate unit type (num,ber o£bedraoms). 16. The density of dwelling units per acre of the prop~ased project. ~17. The grass square footage oft~uildin~s and the proposed use of each building. August 18, 1998 TO WHOM IT MAY CONCERN: Subject: Legacy Construction. Office Building Plans (Case No. 98-422) This is to affirm that Shirley J. Volk, Development Coordinator for the City of College Station, had my permission to :change the number of fixtures and the water demands (G.P.M.) to better reflect the more realistic usage than was s bmitted on the laps from my office. Donald Garrett, P.E. Garrett Engineering Jr !~l~~ CONSULTING ENGINEERING & LAND SURVEYING 4444 CARTER CREEK PKWY, SUITE 108 BRYAN, TEXAS 77802 [409) 846-2688 [4091 846-3094 August 12, 1998 Shirley Volk Department C?f .Development Services P.Q. Box 9960 College Station, Texas RE: Water Meter Size And Associated Water Demands For Legacy Construction Qffice Building, Lot 1, Block One, C.S.L. OF Texas, Inc. Addition, College Station, Brazos County, Texas. Dear Shirley, An error was made: in calculating the fixture units as depicted on the above referenced project. A total of five (5) fixture units was determined to be correct which allows fora 3 / 4" water meter. Please note that these modifications have been made to the site and grading plan. We are submitting two (2) copies of same site and grading plan for your review and consideration. If you have any::. question or problems with the items contained herein, please contact me at your earliest convenience (409) 846-2688. Respectfully Submitted, .Donald D. Garrett, P.E., R.P.L.S. Garrett Engineering r~ r ~r J ~ ~.rl~ ~ J J r ~~ ~~ CONSULTING ENGINEERING & LAND SURVEYING 4444 CARTER CREEK PKWY, SUITE 108 BRYAN, TEXAS 77802 [4 - 846-3094 August 6,1998 Mr. Paul Kasper Department of Development Se 'c P.O. Box 9960 College Station, Texas RE: Supplemental Data for a Legacy Construction Office Bt Dear Mr. Kasper, Report for i e and Grading Plan for anon, Brazos County, Texas. As per your request f©r additional data in regards to the above referenced project we offer the following: The drainage .channel immediately adjacent to the subject project functions as a detention pond due to the metering effect of the Existing 42" Diameter Reinforced Concrete pipe which runs in a northwest direction under the east By-Pass frontage road. "As-Built" surveys of same channel estimate the available storage capacity of the drainage channel is 105,088 cubic feet at elevation 275.00 The current construction (Mini Storage Complex and Bug Blasters) and adjacent areas tributary to the drainage channel produce the following Depth J Volume Estimations. Elev. Frequency Depth Volume 270.11 5-year storm: 1.81 feet 16,579 C.F. 270.39 10-year storm: 2.09 feet 20,915 C.F. 270.80 25-year storm: 2.50 feet .27,265 C.F. 271.33 50-year storm: 3.03 feet 33,683 C. F. 271.55 100-year storm: 3.25 feet 35,896 C.F. Please note that the above Tabulation was derived from the previously submitted Drainage Report for the Mini Storage Complex located within the C.S.L. of Texas, Inc. Addition of Record (May, 1997). As previously stated the estimated storage capacity of the channel is 105,088 cubic feet at Elevation 275.00. Breaking down each storm volume. (5-100 year) as a percentage of total available storage volume produces the following results: 5-year: 1 b% of Total Available Volume 10-year: 20% of Total Available Volume 25-year: 2b% of Total Available Volume 50-year: 32% of Total Available Volume 100-year: 34% of Total Available Volume of the 105,088 cubic feet of available storage volume only approximately 35,896 cubic feet is utilized by the anticipated 100-year storm event under current developed conditions. The anticipated storm volumes associated with the development of the subject project (Legacy Construction Office) are .Presented as follows: Frequency Volume 5-year: 4208 cubic feet 10-year 4723 cubic feet 25-year 5394 cubic feet 50-year 6098 cubic feet 100-year 6367 cubic feet Please note that the above anticipated Volumes or increased run-off Volumes only as the Subject Tract was included in the original storm water analyses as mentioned previously (May, 1997). The following tabulations represents the modified Depth/Volume estimates ass a function of development of the subject project: Frequency Volume Depth Percentage of Total Volume 5-year 20,787 C.F. 2.08 ft. 20°fo 10-year 25,b38 C.F. 2.40 ft. 24% 25-year 32,659 C.F. 2.93 ft. 31% 50-year 39,7$1 C.F. 3.64 ft. 38% 100-year 42,263 C.F. 3.88 ft. 40% ,From the data presented above it is apparent that the increased run-off due to the development of .the Legacy Office Building can be facilitated within the existing channel while allowing the. possibility for other upstream areas tribute to the drainage channel to develop without detention also. rr~~~~~r~r-r r>ac~\i~~~~~\i~ P A four foot (4') wide drainage flume exits the subject project and ties to the existing 6' wide concrete pilot channel in the bottom of the aforesaid drainage channel. Velocity is of concern at this specific juncture. Efforts to calculate a correct. velocity at same location most likely will produce an erroneous answer due to the steepness of the sideslope of the channel and the transitionary quality of the flow regime, therefore it would be advisable to assume that high velocities occur and to supply energy dissipation blocks at the bottom of the proposed .flume where it ties to the existing 6' wide concrete pilot chanrxel. Please note the revisions to the Site and Grading Plan addressing th exclusion of said energy dissipation Block. 2'N c. t. u s t di/ ~ ~; If you have any questions or problems with the above items please contact me at your e.~~e~~~opportunity (409) 846-2688. ~~o~ r'r\~titr r't ~olr'!i Irritl~lr' JT !~l~~ ~~ J ~ ~~l~ ~ J CONSULTING ENGINEERING & LAND SURVEYING 4444 CARTER CREEK PKWY, SUITE '108 BRYAN, TEXAS 77802 [4091 846-2688 (409) 846-3094 August 13, 1998 Shirley Volk Department Of Development Services P.O. Box 9960 College Station, Texas RE: Water Meter Size And Associated Water Demands For Legacy Construction Office Building, Lot 1, Block One, C.S.L. Of Texas, Inc. Addition, College Station, Brazos County, Texas. Dear Shirley, An error was made in calculating the fixture units as depicted on the above referenced project. A total of five (5) fixture units (which produces 10 gpm) was determined to be correct and allows fora 3/4" water meter. Please note that these modifications have been made to the site and grading plan. We are submitting two (2) copies of same site and grading plan for your review, consideration and dispersal. If you have any question or problems with the items contained herein, please contact me at your earliest convenience (409) 846-2688. Respectfully Submitted, t " _.A Ken "earl" Havel Garrett Engineering