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Home My WebLink AboutSupplemental Development Permit Information' SUPPLEMENTAL DEVELOPMENT PERMIT INFORMATit>N~;~ Application is hereby made for the following development specific site/waterway alterations: Construction o~ street and utility infrastructure for a 55 lot single familv subdivision. ACKNOWLEDGMENTS: 1, ___ D_e_a_n __ s_c_:b_. i_e_f_4:_e_r _____ _, design engineer/owner, hereby acknowledge or affirm that: The ~on and conclusions contained in the above plans and supportinn~ents comply with the current requirements of· the Cit' ~1 ~liege Station, Texas City Code, Chapter 13 and its associated Drai ge Policy and Design Standards. As a cqndi' ·on oferoval of this permit application, I agree to construct~ imp vements proposed in this application according to these ents the requirements of Chapter 13 of the College Station C~ty 1 e.l Lv ( x c ( ------ Property Owner(s) Co'iilf.i'ctor 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, Dehb j e Yea ting , 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 .atest Federal Insurance Administration Flood H.az.ard Study and maps, as amended. ~d~ Engineer ~ Date C. I, certify that the alterations or development covered by this permit shall not diminish the fiood~g 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 floodway fringes. Engineer Date D. 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 Haz.ard 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 .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 Pl.AT APPLICATION FNLPAPP.IX>C 3r2S/99 3 of3 l ' FINAL PLAT APPLICATION FOR OFFICE USE OJL 'L CASE NO.: DI -I IV ATE suaMITIED: s---ro 1 (Check one) Minor ___ Amending ./ Final __ Vacating __ Replat The following items must be submitted by an established filing deadline date for P & Z Commissions consideration. MINIMUM SUBMITTAL REQUIREMENTS ___:!__Filing Fee of$200.00 ___:!__Development Permit Application Fee of $100.00 (if applicable) ___:!__Infrastructure Inspection Fee of$300.00 (applicable if any public infrastructure is being constructed.). ___:!__ Application completed in full. ___:!__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). ___:!__A copy of the attached checklist with all items checked off or a brief explanation as to why they are not. ___:!__Two (2) copies of public infrastructure plans associated with this plat (if applicable). APPLICATION DATA NAME OF SUBDIVISION Emerald Forest Phase 11-C SPECIFIED LOCATION OF PROPOSED SUBDIVISION Appomattox Drive, south of Phase 10 and east of Phase 8 ADDRESS_---'N=-=ot~A~v~a=il=a=bl=e------------------------------- LEGAL DESCRIPTION 19.11 Acres out ofa 300.00 acre tract recorded in Volume 394, Page 766 of Morgan Rector League APPLICANT/PROJECT MANAGER'S INFORMATION (Primary Contact for the Project): Name Mark Carrabba c/o Highland Interest. Inc. I Schieffer Corporation Street Address --'-4-=-10~4'-'H=-'-'wy-'---=2-=-1-=E=a=st'---___________ City Bryan State Texas Zip Code 77806 E-Mail Address -----"'N"""/"'"'A=------------- Phone Number _~(9_7~9~) 7_7~8-'-8~8~5~0 _____ Fax Number _ ___,(~9-'79~)-'7-'-7-=-8--'8-=-80~2=------------ PROPERTY OWNER'S INFORMATION: Name Allen Swaboda c/o Haldec Inc. Street Address ----'8~4~1~5 ~A""'p~oo=m=att=o=x~D~n=·v~e=--_________ City College Station State Texas Zip Code 77840 E-Mail Address ---~N"""/=A=------------- Phone Number __ (""'"9-'-7=9)._6""'9'--=3-'-3""""2=2=3 ____ Fax Number (979) 696-2046 ARCHITECT OR ENGINEER'S INFORMATION: Name Urban Design Group StreetAddress __ 27_00_Ea~r_lR_u~d~d~e_r~Frwv~~·~S~te~4~3~0-'-0 ______ City __ ~C~o~ll~eg~e~S~t=au=·o=n=-------- State __ T~e=x=as=----Zip Code_--'-7""'"'78"-'4=5 __ E-Mail Address --=dk=ea=ti=ng=@=ud=g=c=s-=c=om~-------- Phone Number -~<~97~9~>~6~96~-~96=5~3 ____ Fax Number _ ___,("'""9-'-"'79~)-'6"'"9""'"6--=-9~75""""2=------------ FINAL PLAT APPLICATION I of2 TOT AL ACRES OF SUBDIVISION: _ __,,6=.3=5-=a=c __ R-0-W ACREAGE 1.394 ac TOTAL# OF LOTS ---=1=8 __ NUMBER OF LOTS BY ZONING DISTRICT: 18 I RIA AVERAGE ACREAGE OF EACH RESIDENTIAL LOT BY ZONING DISTRICT: --=-9=00-=-0"--'sf=-- FLOODPLAIN ACREAGE 0.00 PARKLAND DEDICATION BY ACREAGE OR FEE? NI A A STATEMENT ADDRESSING ANY DIFFERENCES BETWEEN THE FINAL PLAT AND APPROVED MASTER DEVELOPMENT PLAN AND/OR MASTER PRELIMINARY PLAT (IF APPLICABLE): REQUESTED VARIANCES TO SUBDIVISION REGULATIONS & REASON FOR SAME NONE REQUESTED OVERSIZE PARTICIPATION NONE TOT AL LINEAR FOOTAGE OF PROPOSED: 1400 -STREETS 1465 SIDEWALKS 275 SANITARY SEWER LINES 1020 WATER LINES ____ CHANNELS ----"-O_STORMSEWERS ____ BIKE LANES/PATHS NOTE: DIGIT AL COPY OF PLAT (IF APPLICABLE) MUST BE SUBMITTED PRIOR TO FILING. The applica has repared this application and certifies that the facts stated herein and exhibits attached hereto are true, correct and comp/et . The dersigned hereby requests approval by the City of College Station of the above-identified final plat. Dean Schieffer FINAL PLAT APPLICATION FNLPAPP.DOC 3'25/99 Title Date 2 of2 SUBMIT APPLICATION AND Tm~ LIST CHECKED OFF WITH 13 FOLDED COPIES OF PLAT FOR RE~ FINAL PLAT MINIMUM REQUIREMENTS (ALL CITY ORDINANCES MUST BE MET) INCLUDING BUT NOT LIMITED TO THE FOLLOWING: (Requirements based on field survey and marked by monuments and markers.) cg! 1. Drawn on 24" x 36" sheet to scale of 100' per inch or larger. ~ 2. Vicinity map which includes enough of surrounding area to show general location of subject property in relationship to College Station and its City Limits. No scale required but include north arrow. 3. Title Block with the following information: D Name and address of subdivider, recorded owner, planner, engineer and surveyor. D Proposed name of subdivision. (Subdivision name & street names will be approved through Brazos County 911.) (Replats need to retain original subdivision name.) D Date of preparation. D Engineer's scale in feet. D Total area intended to be developed. 4. North Arrow. 5. Subdivision boundary indicated by heavy lines. If more than 1 sheet, an index sheet showing entire subdivision at a scale of 5 00 feet per inch or larger. All applicable certifications based on the type of final plat. D D D D D D Ownership and Dedication Surveyor and/or Engineer City Engineer (and City Planner, if a minor plat) Planning and Zoning Commission (delete if minor plat) Brazos County Clerk Brazos County Commissioners Court Approval (EfJ Plats only) 8. Paid tax certificates. 9. If submitting a rep lat where there are existing improvements, submit a survey of the subject property showing the improvements to ensure that no encroachments will be created. o!Vfa 10. If using private septic systems, add a general note on the plat that no private sewage facility may be installed on any lot in this subdivision without the issuance of a license by the Brazos County Health Unit under the provisions of the private facility regulations adopted by the Commissioner's Court of Brazos County, pursuant to the provisions of Section 21. 004 of the Texas Water Code. 11. Location of the 100 Year Floodplain and floodway, if applicable, according to the most recent available data. 12. Lot comer markers and survey monuments (by symbol) and clearly tied to basic survey data. flNAL PLAT CHECKLIST FNLPCK.DOC 03125199 1 of2 D D D D 13. Matches the approved preliminary plat and/or master development plan. 14. The location and description with accurate dimensions, bearings or deflection angles and radii, area, center angle, degree of curvature, tangent distance and length of all curves for all of the following: (Show existing items that are intersecting or contiguous with the boundary of or forming a boundary with the subdivision, as well as, those within the subdivision). Existing D D D D D D D Prowsed !if Streets. Continuous or end in a cul-de-sac, stubbed out streets must end into a temp. tum around unless they are shorter than l 00 feet. D Public and private RO.W . locations and widths. (All existing and proposed RO.W.'s sufficient to meet Thoroughfare Plan.) Street offsets and/or intersection angles meet ordinance. Alleys. Easements. A number or letter to identify each lot or site and each block. Greenbelt area/park linkages/parkland dedication ( All proposed dedications must be reviewed by the Parks and Recreation Board prior to P & Z Commission consideration.) 15. Construction documents for all public infrastructure drawn on 24" x 36" sheets and properly sealed by a Licensed Texas Professional Engineer that include the following: ~ Street, alley and sidewalk plans, profiles and sections. One sheet must show the overall street, _/ alley and/or sidewalk layout of the subdivision. (may be combined with other utilities). 5l Sanitary sewer plan and profile showing depth and grades. One sheet must show the overall sewer layout of the subdivision. (Utilities of sufficient size/depth to meet the utility master plan and any / future growth areas.) r!I' Water line plan showing fire hydrants, valves, etc. with plan and profile lines showing depth and grades. One sheet must show the overall water layout of the subdivision. (Utilities of sufficient _/ size/depth to meet the utility master plan and any future growth areas.) Gl Storm drainage system plan with contours, street profile, inlets, storm sewer and drainage channels, with profiles and sections. Drainage and runoff areas, and runoff based on 5, 10, 25, 50 and 100 year rain intensity. Detailed drainage Structure design, channel lining design & detention · / if used. One sheet must show the overall drainage layout of the subdivision. ~/ Detailed cost estimates for all public infrastructure listed above sealed by Texas P.E. ~/ Drainage Report. !3i1' Erosion Control Plan (must be included in construction plans). 16. All off-site easements necessary for infrastructure construction must be shown on the final plat with a volume and page listed to indicate where the separate instrument easements were filed. Separate instrument easements must be filed prior or concurrently with Final Plat. 17. Are there impact fees associated with this development? 0 Yes p(No Impact fees for R-1, R-2, & R-3 zoned final plats, must be paid prior to filing. 18. Will any construction occur in TexDOT rights-of-way? O Yes ~No If yes, TexDOT permit must be submitted along with the construction docwnents. NOTE: 1. We will be requesting the corrected Final Plat to be submitted in digital form if available prior to filing the plal at the Courthouse. 2 . If the construction area is greater than 5 acres, EPA Notice of Intent (NOi) must be submitted prior to issuance of a development permit. flNAL PL.AT CHECKLIST 2 of2 EMERALD FOREST PHASE 11-C PROBABLE CONSTRUCTION COST Paving & Site Improvements NO. DESCRIPTION UNIT QTY. UNIT COST TOTAL COST 1 Excavation CY 2580 $ 3.50 $ 9,030.00 2 2" H.M.A.C SY 3775 $ ,.15.00 $ 18,875.00 3 8" Flexible Base SY 4550 $ A l 8.00 $ 36,400.00 4 Lime Treatment (6" depth) SY 4550 $ f f ;3.00 $ 13,650.00 5 Type 3 Reinforced Concrete Curb & Gutter SF 2275 1..-$ ! ' V .(7.00 $ 15,925.00 6 4" Reinforced Concrete Sidewalk SF 3780 $ I 3.00 $ 11 ,340.00 7 Reinf. Concrete Handicap Ramp EA ,.4'\ 1r$l ' 5,00 .00 $ 2,000.00 8 Sawcut, tie and repair street EA I 1 t l$1 1 2,000.00 $ 2,000.00 9 Reinforced Concrete Valley Gutter SF r i720 $/ I 4.00 $ 2,880.00 10 Silt Fencing (Erosion Control) LFA I 1 ~4i75 ~$ l 1.25 $ 1,593.75 $ 113,693.75 Alternate Paving & Site Improvements NO. DESCRIPTION UNIT QTY. UNIT COST TOTAL COST i ' ,, 1 Excavation (6" depth) ,.rl 1 <CY \ v 2860 $ 3.50 $ 10,010.00 2 5" H.M.A.C (Txdot item 34.0)11 ~ ! SY 3775 $ 12.50 $ 47,187.50 3 6" Lime Stabilized subQrade j ; ! H $V 4550 $ 3.00 $ 13,650.00 5 Type 3 Reinforced <;.oncr~te <tuirb 8 Gutt~r 1 ~t.F 2275 $ 7.00 $ 15,925.00 6 4" Reinforced Contret~ Sidev(alk l \ /1' SF 3780 $ 3.00 $ 11 ,340.00 7 Reinf. Concrete HanqifaoARarnb , l v EA 4 $ 500.00 $ 2,000.00 8 Sawcut, tie,ano lr~pairt streE;~ I VI v EA 1 $ 2,000.00 $ 2,000.00 9 Reinforc~d Co'ncrete1Vial\ey Gutter! v SF 720 $ 4.00 $ 2,880.00 1 o Silt FencinITTErbsion Oontrol)t / LF 1275 $ 1.25 $ 1,593.75 ~ \ \ v v TOTAL PAVING & SITE COST $ 106,586.25 DRAINAGE IMP~OiVEMENls NO. DESCRIPTION UNIT QTY. UNIT COST TOTAL COST I f 1; $0.00 $0.00 TOTAL DRAINAGE IMPROVEMENTS COST $0.00 ProbCost 11-C 1 EMERALD FOREST PHASE 11-C PROBABLE CONSTRUCTION COST WATER IMPROVEMENTS NO. DESCRIPTION UNIT QTY. UNIT COST TOTAL COST 22 6" PVC C900 Non-Structural Fill LF 900 $ 14.00 $ 12,600.00 23 6" PVC C900 Structural Fill LF 75 $ 19.00 $ 1,425.00 24 Std. Fire Hydrant Assembly EA 2 $ 2,500.00 $ 5,000.00 25 6" M.J. Gate Valve & Box EA 2 $ 1,200,.00 $ 2,400.00 27 22.5 deg M.J. Bend EA 1 $ ?,Sq'.OO $ 250.00 28 6" -45° Bend EA 1 ( \$~00 $ 400.00 31 6" x 6" MJ Tee EA 1 $ / \ \400.PO $ 400.00 34 1" Water Service LF 210 ~ 1 \ 5,00 $ 1,050.00 35 8" Tapping Sleeve w/ Valve EA 1 A $ '1 L&OO 00 $ 1,500.00 $ 25,025.00 SEWER IMPROVEMENTS NO. DESCRIPTION UNIT QTY. UNIT COST TOTAL COST 36 6" PVC (03034 SOR 26 non-str,uqtural IUF 2'15 $ 50.00 $ 38 4" Sewer Service ,A I BA v 5 $ 500.00 $ 39 Standard Manhole w/ Locking ¢ov:er f ;SA V 1 $ 2,000.00 $ 40 Modify Existing Manhole to Dfo~ MH 1 $ 1,500.00 $ 41 Standard Cleanout / j r A J li>VEA 1 $800 $ ';/" ~OTAL SEWER IMPROVEMENTS COST $ $ $ $ / v~ n \ v ESTIMATED PROJECT COST U Contigency (15%) ~ TOTAL PROJECT COST NOTES CONCERNING ORINll<DNS OF PROBABLE CONSTRUCTION COST Urba~ Design Group's (U f4) opi i ~s of probable construction cost provid.ed for herein ar~ made on the basis ~f ou~ experience and qualifications and represent our best Judgment as an experienced and qualified professional engineering firm generally familiar wit t e construction industry and applicable development regulations. However, since UDG has not obtained approval from the appropriate jurisdiction and UDG has no control over the cost of labor, materials, equipment, or services furnished by others, or over the Contractor's methods of determining prices, or over competitive bidding or market conditions, UDG cannot and does not guarantee that proposals, bids or actual construction cost will not vary from opinions of probable construction cost prepared by UDG. ProbCost 11-C 2 13,750.00 2,500.00 2,000.00 1,500.00 800.00 20,550.00 152, 161 .25 22,824.19 174,985.44