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Home My WebLink About10 Holleman Pl Sub 03-94~-~ DEVELOPMENT PERMIT PERMIT NO. 03-94 Project: COLllGl STATION FOR AREAS INSIDE THE SPECIAL FLOOD HAZARD AREA RE : CHAPTER 13 OF THE COLLEGE STATION CITY CODE SITE LEGAL DESCRIPTION: DATE OF ISSUE: 12/16/03 OWNER: City of College Station TYPE OF DEVELOPMENT: SPECIAL CONDITIONS: Clearing Permit SITE ADDRESS: 304 Holleman Drive E DRAINAGE BASIN: Wolf Pen Creek VALID FOR 3 MONTHS CONTRACTOR: All construction must be in compliance with the approved construction plans All trees required to be protected as part of the landscape plan must be completely barricaded in accordance with Section 7.5 .E., Landscape/Streetscape Plan Requirements of the City's Unified Development Ordinance , prior to any operations of this permit. The cleaning of equipment or materials with in the drip line of any tree or group of trees that are protected and required to remain is strictly prohibited . The disposal of any waste material such as , but not limited to , paint, oil, solvents, asphalt , concrete , mortar, or other harmful liquids or materials within the drip line of any tree required to remain is also prohibited. TCEQ Phase II requirements are in effect. 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 Cr iteria . If it is determined the prescribed erosion control measures are ineffective to retain all sediment onsite , it is the contractors responsibility to implement measures that will meet City , State and Federal requirements . The Owner and/or Contractor shall assure that all disturbed areas are sodden and establ ishment of vegetation occurs prior to removal of any silt fencing or hay bales used for temporary erosion control. The Owner and/or Contractor shall also insure that any disturbed vegetation be returned to its original condition , placement and state. The Owner and/or Contractor shall be responsible for any damage to adjacent properties , city streets or infrastructure due to heavy machinery and/or equipment as well as eros ion , 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 ins ide 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 the City of College Station that apply . Owner/ Agent/Contractor Date FORQ FFICE t:f_f NLY Case No . !>- Date Submitted//)-/(). -03 MINIMUM SUBMITTAL REQUIREMENTS ~ $200.00 development permit fe e. O~ jijf 4jJjJ)~4/;/71.._ l.!::'.:..I ~_lMge and erosion control plan , w ffh supporting Drainage Rep o rt two (2) copies each D Notice of Int ent (N .0.1 .) if disturbed area is grea ter th an 5 acres Date of *Required Preapplication Conference: J?/rL1r/u )4/&J)l~e._ *(Required for areas of special flood ha zard) f Prxv+-rJ-· 9, ?iif rt>~ !l /) 1 J < LEGAL DEscR1PT10N Ut 2-. 1 WOO 1 lh/J?11 All )!t;ce 5tJ t¥11 //5J'.!o1 APPLICANT'S INFORMATION (Primary Contact for the Proje ct): / , Name )(/m &u f --z__ E-Mail I11 lo '/!tl _ £-m11 / Street ~ddre ss 1/12/_ TU45 d_VG ' City &//tg e 5-@-/zt?.# State 7Y Zip Code 77 £/j;;;A.=------ Phone Number -·3 7 5 3 Fa x Number 7/? !/-P 3' 7 7 PROPERTY OWNER 'S INFORMATION: E-Mail ___________ _ Name CiJlj fJ! 0J /lt!4e 5 f 4 f/t;t/ Street Address //()I fi1ra 2 d i/I' /)//L. City OJ //ejt '7/-4 h ~# State__,___,/';/<-=-----ZipCode JJt?fc_O--.. __ _ Phone Number -31'i'8 Fa x Number ]'7 l/-bJ 31] ARCHITECT ?R ENGINEE ' INFORMATl9NAdf ~ Name I & : JYl/-h-. I f'7~-Mail Jf4f!ln1'ca Ji}outch d!@l!l1Rrj?ll "mm Street Add re ss 'fl J !/o1t1et '5 1±tj Dr ; <Sl!;f~ d~fL- City U///l9t 5fa.frt?l'I State /2( Zip Code ·--z JJ700""'---- Phone Numbe r J loO -lo q & 3 Fa x Number '().~/).-3 5'~ t) Application is hereby made for the following development specific site/waterway alterations : e-leAr1 ll t f tU11 d 0r1 /y ACKNOWLEDGMENTS: I , Hl11\ ~~fs-rQn engine ~ereby acknowledge or affirm that: The information and conclusions contained in the above plans and supporting documents comply with the current requ ir ements of the City of College Station , Texas City Code , Chapter 13 and its associated Drainage Policy and Desi n Stan rds . Developme nt Permi t 07 /02 /03 1 of2 ... .) As a condit ion of approval of this permit application , I agree to construct the improvements proposed in this application according to these documents and the requirements of Chapter 13 of the College Station City Code /)if t/I () !2tt fl1 rre:_z._. ~ '8/ts "lJt>t?r 5~,0~s Contractor , I CERTIFICATIONS: It/ If -{' /t7tJ: fi 1' ~ y/ / r A. I, __ , certify that any nonresidential stru ct ure 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 of floodways and of floodways fringes . Engineer Date D . I, __ , do cert ify that the proposed alterat ions do not raise the level of the 100 year flood above elevation established in the latest Federal Insurance Administrat ion 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. 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 . Development Permit 07/02/03 2 of 2 ··· ..... I \ -.r""~··-'----_/I _ ··------'""" \ \ SALVAGE iVEGET ATl_O_N\-<-:-- IN TH /,~ AREA , . '·Kl.RE DEP'AfHMENT ' ! SALVA'&_E VEGE-T-AI. ON ', ., IN TJ1\IS AREA ····--.... • \ c--------) S:\Proj\0371 -icerlnk\0371-dsn.dwg, 12/1012003 2:32:18 PM , 1:80 CONTRACTOR MUST VERIF Y PROPERTY CORNERS IN FIELD Scale , .. = 80 ' ""' .. ' Of .3 Sheets U> ~ ~ "' ::i .!.. n "' :::l. :::l 6 :! 6. "' :::l a. "' cp ~ 0 ;;i 8 "' N ~ :.:. "' -0 Ji: ~ : lJ) II g OJ (b C?. ~ .... ~ (/) ::r .. .. .. 0 0 z -j ;:o )> 0 -j 0 ;:o s::: c (/) -j < fT1 ~ ,, -< -u ;:o 0 -u fT1 ;:o -j -< 0 0 ;:o z fT1 ;:o (/) z :::'.:I fT1 r 0 CLEARING PLAN AERIAL ICE RINK Mitchell & Mo rgon, L.L.P . Consulting Engineers and Construc tors 511 University Dr ive East , Suite 204 College Stot;on , TX 77840 (979) 260-6963 '•" (979) 260-J~6• Existin9 ~ I 50' Min . I R;9ht-ol-Woy I Ground -----------,----'---=,,,..,......--~ Seporotion Geotextile=7 la· Min. F obric for Full Width ond Length of Exit PROFILE Graded to Prevent Run-Off from Leaving Site. Provide Appropriate T ronsition Between Stobilized Construction Entronce and Public Ri9ht-of-Woy Symbol Existing Ground 50' Min . Course Aggregate STABILIZED CONSTRUCTION EXIT NTS n...ENAME : corostruction-••it.cf99 Pt.OTI'tO : 14 Moy 200J : 2:49 pm CONSTRUCTION NOTES : Public Right of Woy Or As Shown On Plans 1 . Length shall be as shown on the construction drawings, but not less than 50 feet. 2 . Thickness shall be not less than 8 in ches. 3 . Width shall be not less than full width of all points of ingress and egress . 4 . Stabilization for other areas shall have the some aggregate thickness and width requirements as the stabilized construction ex it, unless otherwise shown on the construction drawings. 5. Stabilized oreo may be widened or len9thened to accommodate o truck washing oreo . An outlet sediment trap must be provided for the truck washing oreo . 6 . Contractor to submit location of stabilized construction exit for opprovol. S:\Proj\0371-icerink\0371-dsn .dwg, 1211012003 2:35:32 PM , 1:80 STORM WATER POLLUTION PREVENTION GENERAL NOTES GENERAL 1. All contractor vehicles, including employee 's vehicles, shall project site to minimize traffic on the public streets adjacent site entrance . Contractor will provide sufficient parking areas to occom vehicles . Any areas disturbed or destroyed by vehicular parking will repaired to original condition prior to completion of project . 2. Controctors shall ensure that no d irt from the project accumulates in the existing streets. If dirt or debris from the project site accumulates on odjocent streets , the contractor shell immediately cleon those oreos . 3 . Contractor shall piece erosion control protection ot oppropriote downstream locations to minimize silt ond debris from leovin9 the construction site and entering the drainage system . 4. If required on the plans, the contractor shall maintain o vehicle wash down oreo of sufficient size and in a locotion to facilitate cleaning his vehicles prior to leovin9 the work site. 5 . Once vegetation is well established contractor is responsible for removing all temporary erosion control measures {i.e . silt fences . rock check dams, etc .) 6 . Structural controls shall be installed as soon ofter clearing as practical and maintained in good working order until the site is stabilized . 7 . Alternate structural controls may be utilized if approved by Engineer. 8 . The contractor shall comply with the TCEO STORM WATER DISCHARGE PROGRAM and is responsible for completing and filing the appropriate forms . When joining two or more "Silt Stop· Fences tie the two end posts together with nylon cord . Wooden or Metal Post. Min . 3' Length (1 1/2' exposed) max 10' Ground Line Bury toe of Silt Fence t;· below proposed grade Ground Line Existing Existing Ground SILT FENCE DETAILS NTS Silt Fence. "Silt Stop· 6" x 6" Trench Compact trench backfill to prevent ~washout" "' c: 0 ·;;; ~ I Of 3 Sheets Public Existing ~ I 50' Min. I Ro9hl-of-Woy I Ground ----------,----~---~----~ /' la· Min . Se po ration Geotextile ___./ Fabric for Full Width and Length of Exit PROFILE Graded to Prevent Run-Off from Leaving Site. Provide Appropriate Transition Between Stabilized Construction Entrance and Public Right-of-Woy Symbol Existing Ground 50' Uin . Course Aggregate j STABILIZED CONSTRUCT/ON EXIT NTS F"n..£NAME : c:0"11 lrudiot'l-e•il.d•9 PLOTTED : 1-4 Moy 2003 -2:-49 ~m CONSTRUCTION NOTES : Public Right of Wo y Or As Shown On Plans 1. Length shall be os shown on the const r uction drawings , but not less then 50 feet. 2. Th ic kness shall be not less than 8 inch es . .3 . Width shall be not less than full width of all points of ingress and egress . 4 . Stabilizat io n for other areas shall have the some aggregate thickness and wid th requ irements os the stabilized construction ex it, unless otherwis e shown on the construction drawings . 5. Stabilized area may be widened or lengthened to accommodate o truck washing area. An outlet sed iment trap must be provided for th e truck washing area. 6 . Co ntractor to submit location of stabilized construction exit for opprovol. S:\Proj\0371-ic erink\0371-dsn .dwg , 12/1012003 2:35 :32 PM , 1:80 STORM WATER POLLUTION PREVENTION GENERAL NOTES GENERAL 1. All contractor vehicles, including employee 's vehicles, shall project site to minimize traffic on the public streets adjacent site entrance . Contractor will provide sufficient parking areas to occom veh icles . Any areas disturbed or destroyed by vehicular parking will repa ired to original condition prior to completion of project. 2. Contractors shall ensure !hot no dirt from the project accumulates in the existing streets . If dirt or debris from the project site accumulates on adja c ent streets , the contractor shall immediately clean those areas . .3 . Contractor shall place erosion control protection ot appropriate downstream locat ions to ·minimize silt ond debris from leaving the construction site ond entering the drainage system. 4 . If requ ired on the plans, t he contractor shall ma intain a vehicle wash down area of sufficient size and in a location to facilitate cleaning his vehicles prior to leaving the work s ite. 5 . Once ve getation is well establi shed contractor is responsible for removing all temporary eros io n control measures (i.e . silt fences, rock check dams , etc .) 6 . Structural controls shall be installed as soon ofter clearing as practical ond maintained in good wo rking o rder until the site is stabilized . 7. Alternate structure/ control s may be utilized if approved by Engineer. 8 . The contractor shall comply with the TCEO STORM WATER DISCHARGE PR OG RAM and is responsible for completing and filing t he appropriate forms . When joining two or more "Silt Stop" Fences tie the two end posts together with nylon cord . Wooden or Metal Post , Min . .3' Length ( 1 1 /2' exposed ) max 10' Ground Line Bury toe of Silt Fence 6 " bel ow proposed grade Ground Line Existing Existing Ground SILT FENCE DETAILS NTS Silt Fence , "Silt Stop " 6 " x 6 " Trench Compact trench backfill to prevent "washout" ., c 0 ·;;; "> " Ct: Sept~ber, 2002 Ouigned by: JJM ~~~~B~: ~ Of 3 Sheets