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Home My WebLink About28 Development Permit 99-320 Alexandria Phase 2B 3929 Alexandria Ave.DEVELOPMENT PERMIT PERMIT NO. 99-500320 Alexandria Phase 2-B FOR AREAS OUTSIDE THE SPECIAL FLOOD HAZARD AREA RE: CHAPTER 13 OF THE COLLEGE STATION CITY CODE SITE LEGAL DESCRIPTION: Alexandria Phase 2-B DATE OF ISSUE: 12/30/1999 OWNER: Edward Froehling 3887 High Lonesome College Station, TX 77845 (409) 776-8266 TYPE OF DEVELOPMENT: SPECIAL CONDITIONS: Full SITE ADDRESS: Barron Road DRAINAGE BASIN: Lick Creek VALID FOR J_ MONTHS CONTRACTOR: Subdivision Construction as per approved Plans 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. The Owner and/or Contractor shall assure that all disturbed areas are sodden and establishment 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 erosion, siltation or sedimentation resulting from the permitted work. Any trees required to be protected by ordinance or as part of the landscape plan must be completely fenced before any operations of this permit can begin . 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 the City of Colleg Station that apply. . ' ~ J =zJ~91q9 Date L?-(se>/JJ Date Contractor Date Item No. I 2 3 4 5 6 7 8 9 IO 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 ALEXANDRIA SUBDIVISION, PHASE 2 ENGINEER'S ESTIMATE November 11, 1999 Description Unit Quantity Unit Price PavilH' Construction Mobilization LurnpSwn I 10,000.00 Prepare w ode Area LurnpSwn I 5,000.00 Earthwork C.Y. 6,511 2.00 1.5" HMAC Surface Course S.Y. 11,527 5.00 6" Lime Stabilized Sulwade S.Y . 14,800 3.00 Extra Lime Ton 80 100.00 6" Crushed Limestone Base S.Y. 7,547 6.00 7" Crushed Limestone Base S.Y . 3,980 7.50 Type I Curb and Gutter LF. 1,425 7.50 Tvoe ill Curb and Gutter L.F. 4,994 7.50 Concrete Apron, Type A S.F. 9,031 2.75 4" Sidewalk: S.F 14,641 2.80 Sidewalk Ramps S.F 872 2 .80 Signs, barricades, and traffic control LwnpSum I 2,000 .00 Paving Subtotal Drainage System C onstruction 15" Reinf. Concrete Pipe, Str. Backfill L.F. 123 37.50 18" Reinf. Concrete Pipe, Str. Backfill LF. 272 40.25 21" Reinf. Concrete Pipe, Str. Backfill L.F . 416 40.25 24" Reinf. Concrete Pipe, Str. Bacldill L.F. 60 45.60 24 • Reinf. Concrete Pioe. Non-Str. Backfill L.F. 163 31.00 27" Reinf. Concrete Pipe, Str. Backfill LF. 293 50 .00 27" Reinf. Concrete Pipe, Non-Str. Baddill L.F. 185 33 .00 30 " Reinf. Concrete Pipe, Non-Str. Backfill L.F. 36 36.00 36" Reinf. Concrete Pipe, Str. Backfill LF. 285 75.00 42" Reinf. Concrete Pioe, Str. Backfill LF. 272 93.00 42" Reinf. Concrete Pipe, Non-Str. Backfill LF. 27 67.35 6'x 6' Box Culvert Crossing. inlets, headwall, rip-LwnpSwn I 90,000.00 42" x 30 degree RCP Bend L.F . 2 750.00 27" x 45 degree RCP Bend EACH I 500.00 24" x 45 degree RCP Bend EACH I 500 .00 10' Curb inlet EACH 2 1,900.00 5' .Curb inlet EACH 13 1,3 00 .00 Standard Junction Box EACH 2 2,000.00 Sloped Headwall for 42" RCP EACH I 1,3 00 .00 Slooed Headwall for 27" RCP EACH I 1,000.00 Sloped Headwall for 24" RCP EACH 2 1,000 .00 Dry Concrete Rip-Rap S.Y. 136 10 .00 Plug for 18" RCP EACH I 100 .00 Plug for 24" RCP EACH I 100 .00 Plue for 27" RCP EACH 2 125.00 Inlet Protection EACH 17 50.00 Sih Fence L.F. 976 2.00 Fibermulch Seeding S.Y. 16,100 0.50 43 Trench Safety (storm drain) L.F . 335 0.50 Drainai?e System Subtotal Page I of2 Total 10,000.00 5,000.00 13,022.00 57,635.00 44,400 .00 8,000.00 45,282.00 29,850.00 10,687 .50 37,455.00 24,835.25 40,994 .80 2,441.60 2,000.00 331,603.15 4,612.50 10,948.00 16,744.00 2,736.00 5,053.00 14,650.00 6,105 .00 1,296.00 21,375.00 25,296.00 1,818.45 90,000 .00 1,500.00 500.00 500.00 3,800.00 16,900.00 4,000 .00 1,300 .00 1,000.00 2,000.00 1,360.00 100.00 100.00 250 .00 850.00 1,952.00 8,050.00 167.50 244,963 .45 I J ALEXANDRIA SUBDIVISION, PHASE 2 ENGINEER'S ESTIMATE Novem b er 11, 1999 Item Description Unit Quantity Unit Price No. Water System Constructi-Oo 44 12" PVC Wat.er Line, Str. Bacldill L.F. 1,1 44 31.00 45 12" PVC Wat.er Line, restrained joints L.F. 41 40.00 46 8" PVC Wak:r Line, Str. Backfill, restrained join L.F. 82 25.00 47 6" PVC Wak:r Line, Str. Baddill L.F. 249 17.5 0 48 6" PVC Wat.er Line, Non-Str. Backfill L.F. 2,183 9.5 0 49 6" PVC Water Line, Str. Backfill, restraincdjoin1 L.F. 143 25.00 50 6" PVC Water Line, Non-Str. Bacldill, restrainec EACH 65 17.0 0 51 Frre Hydrant Assembly EACH 4 1,750.00 52 12" Gate Valve EACH 4 1,000 .00 53 12"x 13" AnchorCouplin~ EACH 4 485.00 54 12"x 8" Cross EACH I 400.0 0 55 12"x 6" Cross EACH 3 360 .00 56 12"x 45 degree Bend EACH 4 350.00 57 8" Gate Valve EACH 2 540.00 58 8 "x 13" Anchor Coupling EACH 3 15 0 .0 0 59 8 "x 6" Reducer EACH I 13 0 .00 60 8"x 45 degree Bend EACH 4 125.00 61 6" Gate Valve EACH 6 380.00 62 6"x 13" Anchor Coupling EACH 8 75.00 63 6 "x 45 degree Bend EACH 14 100 .00 64 Remove 2" Blow-Off Assembly EACH 2 100 .00 65 2" Blow-Off Assembly EACH 8 440 .00 66 1.5" Type K Copper Wat.er Ser. ( 52 ft. avg. lenE EACH 17 900.00 67 Trench Safety (water line) L.F. 805 LOO Water System Subtotal Sew er System Construction 68 12" PVC, D-3034, Str. Backfill L.F. 216 4 0 .0 0 69 12" PVC, D-3034, Non-Str. Backfill L.F. 637 30.00 70 12" PVC, D-3034, w/ concrete encasement L.F. 30 75.00 71 12" PVC, D-2241, Str. Bacldill L.F. 35 42.0 0 72 12" PVC, D-2241, Non-Str. Backfill L.F. 28 32.0 0 73 JO" PVC, D-3034, Str. Badcfill L.F. 84 38.00 74 10" PVC, D-3034, Non-Str. Backfill L.F. 451 32.00 75 JO" PVC, D-2241, Str. Backfill L.F. 2 0 4 0 .00 76 8" PVC, D-3034, Str. Backfill L.F. 57 34.00 77 8 " PVC, D-3034, Non-Str. Backfill L.F. 108 18.00 78 8" Ductile Iron, Cl. 350, Str. Backfill L.F. 18 34.00 79 6" PVC, D-3034, Str. Backfill L.F. 8 7 1 30.00 80 6" PVC, D-3034, Non-Str. Backfill L.F. 1,146 15.00 81 6" PVC, D-2241, Str. Badcfill L.F. 6 0 32.0 0 82 6" Ductile Iron, Cl. 350, Str. Backfill L.F. 18 3 0 .00 83 Standard Manhole, 6-8 ft. deep EACH 2 1,250.00 84 Standard Manhole, 8-10 ft. deep EACH 6 1,250.00 85 Standard Manhole, 10-12 ft. deep EACH 2 1,500.0 0 86 Standard Manhole, 12 -14 ft. deep EACH I 1,700.00 87 4" Sewer Service < JO ft. ( 6 ft. av~. Jen lrth) EACH 17 250.0 0 88 4" Sewer Service > I 0 ft. ( 46 ft. avg. length) EACH 25 900.00 89 Connect 12" PVC to existing MH EACH I 300.00 90 JO" Cap EACH I 100.00 91 6" Cap EACH 2 50.00 92 Trench Safety (sewer line) L.F. 3,716 2 .00 Sewer System Subtotal Tota l Construction Cost No. of Working Days to Substantial Completion Page 2 of2 Total 35,464.00 1,640.00 2,050.00 4,357.50 20,738.50 3,575 .00 1,105.00 7,000.00 4,000.00 1,940 .00 400.00 1,0 80.00 1,400 .00 1,080.00 450.00 130.00 500.00 2,280.00 600.00 1,400.00 200.00 3,520.00 15,300.00 80 5.00 111015.00 8,640.00 19,110 .00 2,250.00 1,470.00 896.00 3,192.00 14,432.00 800.00 1,938.00 1,944.00 612.00 26,130.00 17,190.00 1,920.00 540.00 2,500.00 7,500.00 3,000.00 1,700.00 4,250.00 22,500.00 300.00 100 .00 100.00 7,432.00 Sl50 446.00 S838,027.60 FOR OFFICE USE ONLY P&ZCASENO.: ___ _ DATE SUBMITI'ED: C\=l -llG! FINAL PLAT APPLICATION ~--5'.:Q31q (check one) Minor __ Amending ~Fmal __ Vacating __ Replat The following items must be submitted by an established filing deadline date for P & Z Conunission consideration. MINIMUM SUBMI'ITAL REQUIREMENTS: XX Filing Fee ofS200.00. XX Development Permit Application Fee of Sl00.00 (if applicable). XX Infrastructure Inspection Fee of $300.00 (applicable if any public infrastructure is being constructed.). _xx_ Application completed in full . XX Thirteen (13) folded copies of plat. (A signed mylar original must be submitted after staff review.) __ One (1) copy of the approved Preliminary Plat and/or one (1) Master Plan (if applicable). _xx_ Paid tax certificates from City of College Station, Brazos County and College Station LS .D . ...xx_ A copy of the attached checklist: with all items checked off or a brief explanation as to why they are not. XX Two (2}copies of public infrastructure plans associated with this plat (t.f applicable). APPLICATION DATA NAMEOFSUBDIVISION __ ALEXAND ___ RIA __ P_HASE __ 2_-B _________________ ~ SPECIFIED LOCATION OF PROPOSED SUBDMSION along the north end extension of Alexandria Avenue and northwest of the Springbrook Ccxrrron Area. APPLICANT/PROJECT MANAGER'S INFORMATION (Primary Contact for the Project): Name Edward Froehling Street Address 3887 High I.onesane City College Station State TX Zip Code 77845 E-Mail Address ------------~ Phone Nwnber 776-8266 Fax Nwnber 774-0565 ----------------~ P ROPERTY OWNER'S INFORMATION: Name Edward Froehling StreetAddress __ same ___ a_s_abo __ v_e ________ ~ City-------------- State Zip Code ______ E-Mail Address __ .,__ _________ _ Phone Nwnber __________ .Fax Number ------------------ ARCIITIECT OR ENGINEER'S INFORMATION: Name Mi chael R. McClure, P.E., Rj».L.S., McCLURE ENGINEERING, INC. Street Address 1008 Woodcreek Drive, Ste. 103 State TX -=-=---Zip Code 77845 City College Station , E-Mail Address mcclure@tca.ne t Phone Number 693-5893 Fax Number 693 -2554 ---------- FINAL Pl.AT APPUC A TION I o f ) .. TOTAL ACRES OF SUBDIVISION 7 .9 Ac. R-0-W ACREAGE 2.8 AC. TOTAL# OF LOTS 27 I.Dts NUMBER OF LOTS BY ZONING DISTRICT R-1 /~2~7--~/ __ __/ __ AVERAGE ACREAGE OF EACH RESIDENTIAL LOT BY ZONING DISTRICT: R-1 /0.19 AC. I I I __ FLOODPLAIN ACREAGE none PARKLAND DEDICATION ACREAGE _____ OR FEE AMOUNT ----- A STATEMENT ADDRESSING ANY DIFFERENCES BE1WEEN 1HE FINAL PLAT AND APPROVED MASTER DEVELOPMENT PLAN AND/OR PRELIMINARY PLAT (IF APPLICABLE): REQUESTED VARIANCES TO SUBDMSION REGULATIONS & REASON FOR SAME ______ _ REQUESTED OVERSIZE PARTICIPATION ____________________ ~ TOTAL LINEAR FOOTAGE OF PROPOSED: 1641 L.F. STREETS 947 L.F. SIDEWALKS 1084 L.F. SANITARY SEWER LINES 1782 L.F. WATERLINES n/a CHANNELS 605 L.F. STORMSEWERS n/a BIKELANES/PATIIS NOTE: DIGITAL COPY OF PLAT (IF APPLICABLE) MUST BE SUBMITTED PRIOR TO FILING. The applicant has prepared this application and certifies that the facts state4 herein and exhibits attached hereto are true, correct and complete. The undersigned hereby requests approv~l by the City of College Station of the above identified final plat. FINAL PLAT APPLICATION '7''' n .-nn ~ , ,.., < /lt"l.l'l 2 of3 ,/ . SUPPLEMENTAL DEVELOPMENT PERMIT INFORMATION Application is hereby made for the following development specific site/waterway alterations: Subdivision construction of Alexandria Phases 2-A and 2-B along the south fork of Lick Creek Drainage Basin. ACKNOWLEDGMENTS: L design engineer/owner. hereby acknowledge or affirm that: ---------------~ The information and conclusions contained in the above plans and supporting documents comply with the current requirements of the City of College Station. Texas City Code. Chapter 13 and its associated Drainage Policy and Design Standards. As a condition 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. Property Owner(s) Contractor CERTIFICATIONS: (for proposed alterations within designated flood hazard areas.) A L 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. L certify that the finished floor elevation of the lowest floor, including any )llSCment, 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 Haz.ard Study and maps. as amended. Engineer Date Engineer Date Conditions or comments as part of approval:----------------------------- · n accordance with Chapter 13 of the Code of Ordinances of the City of College Station. measures shall be taken to insure that debris ..rom 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. FINAL PLAT APPLICATION FNLPAPP.rx>C 3rl~/99 3 of3