The URL can be used to link to this page

Home My WebLink About96 Development Permit 447 Ray Mart Renovations Wallace PhillipsDEVELOPMENT PERMIT PERMIT NO. 447 RAY MART RENOVATIONS -WALLACE PHILLIPS FOR AREAS OUTSIDE THE SPECIAL FLOOD HAZARD AREA RE: CHAPTER 13 OF THE COLLEGE STATION CITY CODE SITE LEGAL DESCRIPTION: Lot 1, Block 20, Ponderosa Place SITE ADDRESS: 3800 S.H. 6 South College Station, Texas 77845 1 OWNER: D .D .&H. Investments 3100 Westchester College Station, Texas 77840 693-7830 DRAINAGE BASIN: Bee Creek Segment II TYPE OF DEVELOPMENT: This permit is valid for the construction of parking areas and driveways as shown on the approved drawings dated January 24, 1997. The Contractor shall take all necessary precautions to prevent silt and debris from leaving the immediate construction site in accordance with the approved erosion control plan as well as the City of College Station Drainage Policy and Design Criteria. Owner & Contractor shall assure that all disturbed areas are sodden and establishment of vegetation occurs prior to removal of any silt fencing of hay bales used for temporary erosion control. Owner & Contractor shall also insure that any disturbed vegetation be returned to its original condition, placement and state. Owner & Contractor shall be responsible for any damage to adjacent properties, city streets or infrastructure due to heavy machinery and/or equipment as well as erosion, siltation or sedimentation resulting from the permitted work. In accordance with Chapter 13 of the Code of Ordinances of the City of College Station, measures shall be taken to insure that debris from construction, erosion, and sedimentation shall not be deposited in city streets, or existing drainage facilities . I hereby grant this permit for development of an area outside the special flood hazard area . All development shall be in accordance with the plans and specifications submitted to and approved by the City Engineer in the development permit application for the above named project and all of the codes and ordinances of e City of College Station that apply. 1-2cf-'71 Date Date 9'-7-9 z I> ate Figure XII Development Permit City of College Station, Texas Site Legal Description : /oz-/ & /r .zo ~,,,./CE.>'vU /7/ A~E Site Owner: 12Qdd c~ Architect/ Engineer : _____________ _ Date Application Filed : /-2 /-i 7 Address : aoo 6.b-2<4~ c;f. Telephone: b"<JJ-7 Vo Address : ------------- Te I e phone No : _________ _ Address : .J,;oo ~ c r: /"?!'~ Telephone No: t{-9,J-7l:3o Approved : ___________ _ Application is hereby made for the following development specific waterway alterations : rd Application Fee 0 Signed Certifications 0 Drainage and erosion control plan , with supporting Drainage Report two (2) copies each . D Site and Construction Plans, with supporting Drainage Report two (2) copies each . 0 Other: ------------------------------ ACKNOWLEDGMENTS : I, .tC~&~ ~~ , desi gn engineer/owner, hereby acknowledge or affirm that: The information and conclusions contained in the above plans and supporting documents comply with the current requirem ents of the City of Co llege Station, Texas City Code, Chapter 13 and its associated Drainage Policy and Design Stand a rds . Figure XII Continued CERTIFICATIONS : (for proposed alterations within designated flood hazard areas .) A. I, certify that any nonresidential structure on or proposed to be on this site as part of this application is designated to prevent damage to the structure or its contents as a result of flooding from the 100 year storm . Engineer Date B . I, certify that the finished floor elevation of the lowest floor , including any basement, of any residential structure, proposed as part of this application is at or above the base flood elevation established in the latest Federal Insurance Administration Flood Hazard Study and maps , as amended . Engineer Date C . I, certify that the alterations or development covered by this permit shall not diminish the flood-carrying capacity of the waterway adjoining or crossing this permitted site and that such alterations or development are consistent with requirements of the City of College Station City Code, Chapter 13 concerning encroachments offloodways and of floodway fringes . Engineer Date I, do certify that the proposed alterations do not raise the level of the 100 year flood above elevation established in the latest Federal Insurance Administration Flood Hazard Study . Engineer Date Conditions or comments as part of approval : ~~~~~~~~~~~~~~~~~~~- In accordance with Chapter 13 of the Code of Ordinances of the City of College Station, measures shall be taken to insure that debris from construction, erosion, and sedimentation shall not be deposited in city streets, or existing drainage facilities . I hereby grant this permit for development. All development shall be in accordance with the plans and specifications submitted to and approved by the City Engineer for the above named project. All of the applicable codes and ordinances of the City of College Station shall apply . ) SURF ACING : Except as otherwise provided all off-street parking areas shall be constructed with a minimum allowable parking lot pavement of one ana one-half inches (1.5") of asphalt pavement of top of six inches (6") of limestone base. In the case where concrete pavement is desired 1he concrete shalf be five inches (5 ") thick, with the ex;ception that all desig11ated fi're lane~ shall be six inches (6") thick. J'he rein/orcement w1thm the concrete secuon shall consist of number four (#4) bars on eighteen mch (18") centers, centered within the pavement thickness. A six inch (6") raised concrete curb shall be r~uired around the entire perimeter of the lot and around all interior islands. Designee for pavement and curbing must meet minimum standards as de_picted in Exhibit A . Variances to the standards shall be approved by the Planning and Zoning Commission. All off-street parking areas snall be installed graded to drain ana maintained so as to dispose of surface water accumulated within the area. Rarking .spaces sh~l be so arranged and marked so as to provide for orderly and safe parKing of vehicles. •· ·, . ' ' -· . I - 1. #4 0 24• c-c #4 BARS (TYP) · 1 #4 BAR (lYP) 1 • -2·- CURBING OPTIONS CONCRETE PAVEMENT Zoning Ordinance EXHIBIT A Fl G·u RE 2 Page9-t I .I LAYBACK CURB DETAILS .0::: 7 1/16" ..,. CV CITY STANDARD 4 1/2" I .I 12. ~ Longitudinal ~-#4 Bars Ls s ~~ _ __._I~. . " 11----24"--- PCS 6 . __,_·-3/4 " R .· . .. ~ -.f-4 --. WC7 PC6 (6•~( CITY O~ C.<?LL~qE STATION ~ Engmeermg D1v1s1on J ' ,,C'-, t • (JI • Jw1:f d"'11[€) )!:>&O rtt17'.7f!,,8h ~-----------,,o:Ofr -----------------l~~ !J~ftl?S""f:I 9~.P.>~J(/ I . . ~l r. 382904 CITY OF COLLEGE STATION Cj~ $ 1·oocxr 0 . ~ t ~· .. RECEIVED OF I /Q ~ Ill ,( (Jf'(ci FOR ~JSP Paid by_ Check L{""fb<I:;bash __ _ THANK YOU i W. S. PHILLIPS CONSTRUCTION, INC. 4820 i COLLEGE STATION , TEXAS 77845 :2 J f'A-7 88-257 /1131 r. 3109 WESTCHESTER 409-693-7830 ~ ~ _(J1 ·c6/_ 19-:.Ll_ 843 l ~il"• o' u~ iA 11¥1; J;t-~ I $ J-/XJ. ~ Q ~ 30-() 1~~d__ t:_~0~y;'!_IQmr-JL-===================DCTO L LA Rs m==-":" VICTORIA BANK & TRUST 1801 ROCK PRAIRIE ROAD · COLLEGE STATIO N. TEXAS 77845 MEMBER : FDI C/V ICTORIA BANKSHARES . INC. FO R OPctr2-S\+zp\en 843 11 •00 ~a 2011• 1: • • :i •o 2 s ?a•: ' - #4 0 24• c-c #4 BARS (TYP) · 1 #4 BAR (TYP) EXHIBIT A 1 ' F. I G -u R E 2 ~z·- CURBING OPTIONS CONCRETE PAVEMENT Zoning Ordinance Page 9 -t -;f1J. SURFACING: Except as otherwise provided all off-street parking areas shall be constructed with a minimum allowable parking lot pavement of one ana one-half inches (1.5") of asphalt pavement of top of six inches (6") of limestone base . In the case where concrete pavement is desired the concrete shalf be five inches (5") thick, with the e~ception that all desig~ated hre lane~ shall be six inches (6") thick. rhe rei~forcement within the concrete section shall consist of number four (#4) bars on eighteen mch (18") centers, centered within the pavement thickness. A six inch (6") raised concrete curb shall be r~uired around the entire perimeter of the lot and around all interior islands. Designee for pavement and curbing must meet minimum standards as de.Picted in Exhtbit A. Vanances to the standards · shall be approved by the Planning and Zomng Commission . All off-street parking areas slfall be installed graded to drain ana maintained so as to dispose of surface water accumulated within the area. parking _spaces sh~l be so arranged and marked so as to provide for orderly and safe parking of vehicles. •· LAYBACK CURB DETAILS Q:-7 1/16" ~ 4 1/2" ~ Longitudinal , L~r---s-#4 Bors I .I ~~ -~I~ 1---1 --24"--- PCS 1.. r2Y2" rl_ !i" ~ 4 "'J t-•. I i ... --~rR L ..... , 1-3· n. T+. _/~...-:: s 7112 l ·11 \_ I",,. 18" 3" J_ · 4 ~onQitudinol ~ 11 c:-c ~ to------24 11 ---~ CITY STANDARD 12. 12" ~ I 1/2 " 4 " 2 " (p" I ----·-3/4 " R .· .-.~~ --. . o:.---· <l <l 1--w WC7 4" 1'-2" 1'-6" PCS ~·1;(c1TY o~ ~<?~9E STATION ~ Engmeermg D1v1s1on