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Home My WebLink AboutFolderC ITY OF COLLEGE STATION Pl.aiming &Development Smiieet DEVELOPMENT PERMIT MINIMUM SUBMITTAL REQUIREMENTS $200 development permit fee. . SE ONLY $600.00 Public Infrastructure Inspection Fee if applicable. (This fee is payable if construction of a public waterline, sewerline, sidewalk, street or drainage facilities is involved.) Drainage and erosion control plan, with supporting Drainage Report two (2) copies each Notice of Intent (N .0 .1.) if disturbed area is greater than 5 acres Date of *Required Preapplication Conference: __________________ _ *(Required for areas of special flood hazard) 8:-tr ~~I~~ Bu.~ ~(U.)d'\ LEGAL DESCRIPTION ,4:Q.G'J?'2:t'tC?( ...eD. 7 ,~cS" ~v . W-uc &.;tVft, ~ APPLICANT'S INFORMATION (Primary Contact for the Project): Name AN11-bNi k. uwe-> E-Mail----------- Street Address $(.di ~ 42.µpptSf?.. $. City~~€ ~~ State '11!!;;t>~ Zip Code 77B'-fC Phone Number 01'1) (;'j'? .-C,U Gt 'i Fax Number __ @?~7_c:i.,,._)~t.A, .................. &i~--Z---;1r-'l-.._.I __ PROPERTY OWNER'S INFORMATION: Name ~e:: AA ltpo.J<:! E-Mail------------- Street Address------------------------------ City ___________ State-------Zip Code-------- Phone Number -------------Fax Number ___________ _ ARCHITECT OR ENGINEER'S INFORMATION: Name PA.ut... c..uiu..~ $.+0ie:r1AJ£. 0>~'( E-Mail------------- Street Address qc..fo::> HA-U<.A: ~ City ~'(itt...) State ~ Zip Code 77 $~ ( Phone Number Zt.n -t;,.5 ez4 Fax Number --~-'Z_Z_-_-~U~~~~--- Application is hereby made for the following development specific site/waterway alterations: ACKNOWLEDGMENTS: I, __ , design engine~ereby acknowledge or affirm that: The informatio and c clusions contained in the above plans and supporting documents comply with the current requ · me oft e City of College Station, Texas City Code, Chapter 13 and its associated Drainage Policy a Stan rds. 1of2 \ 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 Contractor CERTIFICATIONS: 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 of floodways and of fl oodways 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 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 shal I apply. 6/13/03 2 of 2 CITY OF C OLLEGE STATION Plannint 0-Dn><lopmtnt Servius SITE LEGAL DESCRIPTION: Las Palomas Subdivision 8.77 Acres Brazos County, Texas DATE OF ISSUE: June 6, 2006 OWNER: Anthony L. Jones 3205 Earl Rudder South College Station, Texas 77845 TYPE OF DEVELOPMENT: SPECIAL CONDITIONS: DEVELOPMENT PERMIT PERMIT NO. 06-24 FOR AREAS OUTSIDE THE SPECIAL FLOOD HAZARD AREA RE: CHAPTER 13 OF THE COLLEGE STATION CITY CODE SITE ADDRESS: Jones Butler and Cain Road DRAINAGE BASIN: ET J: Outside Established Basins VALID FOR 12 MONTHS CONTRACTOR: Full Development Permit 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 within 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 . Full Development Permit for Sanitary Sewer Main Extension 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. 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 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 . 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 College Station that apply. ENGINEER'S ESTIMATE FOR STREET , DRAINAGE , WATER$ SANITARY SEWER IMPROVEMENTS TO LAS PALOMAS SUBDIVISION A Planned Duplex Development BRAZOS COUNTY, TEXAS -~'~')',, ~ ...••••••••••• ~ ..... "1~ c:., •• •• * ·· .. di • * •• •. *'a. .t. .. ~ ...•....••..••. f.U.t.~; .. -:.A} L.A. BEARY ····-···························· 1 •l \ 1•246 lfj~ 1110•. ··"' ···~··l~CENS~~··~_t , ~ •••••••• lft\VJ' )S~ * MAY 3 I , 200G * Engineer's Estimate For Street, Drainage, Water, $. Sanitary Sewe.r Improvements To LAS PALOMA5 5UBDIVl510N Brazos County, Texas • May 3 I , 200G • SUMMARY Street ~ Drainage Improvements: $228,024.GS Water Improvements: $57,83G.50 Sanitary Sewer Improvements: $181,102.50 TOTAL ESTIMATED COST: $4GG,BG3.G5 Engineer's Estimate For Streett Drainage Improvements To LAS PALOMA5 SUBDIVISION I . 2" Thickness Hot Mix Asphalt1c Concrete Surface Course (Type "D") 2. G" Thickness Compacted Crushed Limestone Base 3 . G" Thickness Compacted Lime Stabilized Subgrade (Assume 5%) 4 . 24" Reinforced Concrete Curb ~ Gutter (G" Stand-Up Curb) 5 . G" Thick Reinforced Concrete Valley Gutter G. 4" Thick Reinforced Concrete Fliot Channel 7 . J 8" Diameter Hancor Surw-Lok HDFE Storm Sewer Pipe 8 . Reinforced Concrete Sloped Headwall For Upstream End Of I 8" Diameter HDPE Storm Sewer Pipe (0.G5 Cubic Yards Of Reinforced Concrete) 9. Reinforced Concrete Sloped Headwall For Downstream End Of J 8" Diameter HDPE Storm Sewer F1pe (0.7 J Cubic Yards Of Reinforced Concrete) 10. 4" Thick Reinforced Concrete Driveway Apron I J . G" Concrete Monol1th1c Curb (G" To O" Tapper) For Driveway Apron Brazos County, Texas • May 3 I, 200G • n::::t)ltMtiIB~#~ii!V · ··=·>:· :::=:::=::::: ::::@q~~¥l.~Y:1rn-il·'.!i: 3 ,955 3,955 4,8G9 1,554 475 1,794 7G 9,482 424 S.Y. $5.85 S .Y . $7.00 5.Y. $4.40 L.F. $9.95 S.F. $4.40 5.F. $3.00 L.F. $27.00 EA. $750.00 EA. $750.00 S .F. $3.00 L.F. $4.50 $27,G85.00 $2 I ,423.GO $ J 5,4G2.30 $2,090.00 $5,382.00 $2,052.00 $750.00 $750.00 $28,44G.OO $1,908.00 Engineer's Estimate For Street $. Drainage Improvements To LAS FALOMAS SUBDIVISION Brazos County, Texas • May 3 I , 200G • (CONTINUED) Streett Drainage Improvements: .,,,,,,,,.,,,,,,.,,,,,,,.,,,,,,..,...,,,,,.,,,,,,.,,,,,,,.,,,,,,,,.,,,,,,.,,,,,,.,,,,,,.,,,,,..,.,,,,,,...,,,.,,.,,,,,,.,,,,,,,,.,,,,,,.,,,,,,.,,,,,,.,,,,,,.,,,,,,~.,,,,,,~.,,,,,,.,,,,,,.,,,,,,~ :~:@.i:m:: :: :::'ESEmatea' nt ::nr111v f:::' t:sfil@~s.attt : : :t~R'E ::::;:;:;:;:;:;:;:;:;:;:;:,:;:::;:;:;:::;:::::::::::•::::: :11llilii.~~@~~~:-i: ::h :_ :: :::::::o t · ::: m~~t::eflp;r: 11 J 2 . G" Concrete Monolithic Curb For 45 L.F. $4.50 Concrete Valley Gutter J 3 . 4" Thick Reinforced Concrete Sidewalk With Ambulatory Ramps J 4 . Bermuda Seeding With Fertilizer I 5 . Detention Pond 4' Channel Excavation ("In-Place" Qua nt1ty) I G. Detention Pond 4' Channel Embankment ("In-Place" Quantity) I 7 . Roadway Excavation ("In-Place" Quantity) 18. Roadway Embankment ("In-Place" Quantity) J 9 . Reinforced Concrete Outlet Control Structure 20. Reinforced Concrete Mod1f1ed Recessed Inlet Box 2 I . Reinforced Concrete Junction Box Junction Box 22. Reinforced Concrete Apron With G" Concrete Curbs I ,83G 14,890 I 1,737 58G 150 I 1,301 180 S .F. $3 .00 S.Y. $0.35 C.Y. $3.50 C.Y. $2.50 C.Y. $3.50 C.Y. $2.50 EA. $3,200.00 EA. $2,700.00 EA. $1 ,500.00 5 .F. $3.00 $202.50 $5,508.00 $5,2) ) .50 $41,079.50 $I ,4G5.00 $525.00 $28,252.50 $3,200.00 $2,700.00 $1,500.00 $540.00 Street +: Drainage 1·1l.11:111 23. Engineer's Estimate For Street t Drainage Improvements To LAS FALOMAS SUBDIVISION Brazos County, Texas • May 31 , 200G • (CONTINUED) 103 , :r?:eym#l~:#:¥.9:ttt: :t:::r::~m~~:·eiii~tt:m:::: L.F. $85.00 $8,755.00 Total Estimated Cost For Street <t Drainage Improvements: $228,024.GS ENGINEER'S ESTIMATE FOR. Water Improvements To LAS FALOMAS SUBDIVISION Brazos County, Texas • May 31 , 200G • W;;iter · . . tfo&m;ate.d · · ··:·:;:;: ' 'J i~~hffehF!fft ·.·.·.·.··:·:·:·:·:::······ :: : x:mmrht.@\ r J. 8" Diameter C909 -Class 200 P.V.C. 1,350 L.F. $19.10 Water Line 2 . 4" Diameter Schedule 40 P.V.C. JGJ L.F. $10.00 Water Line 3 .. 8" Diameter Class 52 Ductile Iron 40 L.F. $23.40 Pipe With 8 Mr! Poly-Wrap 4 . Tie To Existing 4" P.V.C. Water Line EA. $500.00 ("Cut-In" 4" x 4" Tee) 5 . 8 11 M.J. Gate Valve With Box EA. $819.00 G. 4" Gate Valve With Box 4 EA. $410.00 7 . 8" x 8" x 8" M.J. Tee 2 EA. $3GG.OO 8 . 8" x 45° M.J. Bend 8 EA. $325.00 9 . 8" x 4" M.J. Reducer EA. $325.00 I 0. Fire Hydrant With Appurtenances 2 EA. $2,700.00 I J • 4" x 45 Degree Bend EA. $250.00 I 2. 8 " Plug With 2" Blow-Off Valve 2 EA. $500.00 I 3 . 8" x I -I /2" Water Service Connection JI EA. $292.50 $25,785.00 $1,GI 0 .00 $93G.OO $500.00 $4,914.00 $I ,G40.0G $732.00 $2,GOO.OO $325.00 $5,400.00 $250.00 $1,000.00 $3,217.50 .. Engineer's Estimate For Wa t e r Improvements To LAS FALOMA5 5UBDIVl510N Water Improvements: •rn•• :m•m.n:m I 4. 8 " x I " Water Service Connection I 5 . I " Diameter Type "K" Copper Service I G. I -I /2" Diameter Type "K" Copper Service Brazos County, Tex.as • May 31 , 200G • (CONTINUED) 30 29G ·.·,··:'.·.,•.,",·.•.,".,·:.·,,•.,-.•.,,'_,•:'.• .. ,·•.,,• .. ,i.,' .. ,•.,··,•.,,:_•.:o.i:J.•:,'·::•.'s,,,•.:..:, .. b.·'.~.: .. ,~.•.m:' .. '.'.,,•.,''.,·.Q·a·''·,···,'.,'.L.t·'·',·'.j·e···"': ..• :.':·.··:·.a . .,..:.·:.: .. :·'.·,•.,,:_:, .•. ,i.,•.',·.,·•.',i.,•,' .•. ',•-•,'.,:·,':.':·,'•.,•.,,•.,'.' '.l•!]JJ:~gryM .• i• .• i• .• • .•.• • .• • ........ _.:.!.• .• ·.•.• .• •.• .• • .• • .• •.: W.·T.•+~ j::::,=.,~ ~rrrr~r~~~j\j~m?~i~t~~~~f~:=-:==·=·=·=·:-=- EA. $292.50 $I ,755.00 L.F. $22.00 $GGO.OO LF. $22.00 $G,5 I 2.00 TOTAL ESTIMATED COST FOR. WATER IMPROVEMENTS: $57,83G.50 Engineer's Estimate For 5amtary Sewer Improvements To LAS PALOMAS SUBDIVISION Brazos County, Tex.as • M.ay 3 I , 200G" Sanitary Sewer Improvements: ="'""""="'""""""'=~"""'~~"""'""""= rn~u,c .::::::t:!ti~m~t~;:J t 'i.N§i.::l; ;: :::=:Qv.~iWH&tttt I . Standard City Of College Station 1 1 EA. Sanitary Sewer Manhole (0'-8' Depth) 2. Extra Dept h Manhole Wall (Over 8') 3 . Tie Into Existing Sanitary Sewer Manhole 4 . 12" Diameter SDR2G-3034 P.V.C. Sanitary Sewer Pipe (0'-5' Depth) 5 . 2" Diameter SDR2G-3034 P.V.C. Sanitary Sewer Pipe (5'-7' Depth) G. 1 2" Diameter SDR2G-3034 P.V.C. Sanitary Sewer Pipe (7'-9' Depth) 7 . I 2" Diameter SDR2G-3034 P.V.C. Sanitary Sewer Pipe (9'-1 1 ' Depth) 8. 1 2" Diameter SDR2G-3034 P.V.C. Sanitary Sewer Pipe (I I '-1 3' Depth) 9 . 12" Diameter SDR2G-3034 P.V.C. Sanitary Sewer Pipe (I 3'-1 5' Depth) 10. 2" Diameter SDR2G-3034 P.V.C. Sanitary Sewer Pipe (I 5'-1 7 ' Depth) I I . I 2" Diameter SDR2G-3034 P.V.C. Sanitary Sewer Pipe ( I 7'-1 9' Depth) 12. 1 2" Diameter Class 52 Ductile Iron Ptpe With 8 Mil Poly-Wrap ( I I '-I 3' Depth) 4 2 V.F. EA. 23G L.F. 1,543 L.F. 177 L.F . 722 L.F . G39 L.F. 234 L.F. 244 L.F. 28G L.F. 20 L.F. ::::::::::~ij@~f~: Jt:= :::J:::=mm~f eBMi~::.:=:=:: :::::= $I ,G50.00 $I G0.00 $500.00 $20.50 $22.50 $24.50 $2G.50 $28.50 $30.50 $32.50 $34.50 $38.00 $18 , 150.00 $G ,720.00 $500.00 $4,838.00 ...--- $34,7 17 .50 $4,33G.50 $19 , 133.00 $18,21 l .50 $7, 137.00 $7,930.00 $9,8G7.00 $7GO.OO 13. 14. 15. JG. 17. 18. 19. 20. 21 . 22. 23. 24. 25. 2G. 27. Engineer's Estimate For Sanitary Sewer Improvements To LAS PALOMAS SUBDIVISION Brazos County, Texas • May 31, 200G • (CONTINUED) I 2" Diameter Class 52 Ductile Iron Pipe With 8 Mil Poly-Wrap (I 5'-I 7' Depth) 4" Diameter Schedule 40 P.V.C. 490 L.f. Sanitary Sewer Service Line 24" Diameter P.V.C. Casing for I 2" 39 L.f. Diameter Sanitary Sewer Line 8 11 Diameter P.V.C. Casing For 4 " 304 L.F. Diameter Sanitary Sewer Service Line I 2" x I 2" x 4" Tee 18 EA. 4" x 4" x 4" Double Wye 9 EA. 4" x 4" Single Wye 9 EA. 4• Plug 45 EA. Trench Safety (5'-7' Depth) 1,543 L.f. Trench Safety (7'-9' Depth) 177 L.F. Trench Safety (9'-I I ' Depth) 722 L.f. Trench Safety (I 1 '-13' Depth) G59 L.F. Trench Safety (I 3'-15' Depth) 234 L.f. Trench Safety (I 5'-J 7' Depth) 383 L.f. Trench Safety ( I 7'-I 9' Depth) 28G L.F. $42.00 $5,880.00 $7.00 $3,430.00 $24.00 $93G.OO $8.00 $2,432.00 $450.00 $8, 100.00 $300.00 $2,700.00 $150.00 $1 ,350.00 $50.00 $2,250.00 $1 .0 0 $1 ,543.00 $2.00 $354.00 $3.00 $2, I GG .00 $4.00 $2,G3G.OO $5.00 $1 , 170.00 $G.OO $2,298.00 $7.00 $2,002.00 . . Engmeer1s Estimate For Sanit ary Sewer Improvements To LAS PALOMA5 5UBDIVl510N 28. 24" Diameter Machine Boring With 24" Steel Casing (3/8" Minimum Wall Thickness -Includes Stainless Steel Casing Spacers .t: End Seals) 29. Clearing .t: Grubbing Brazos County, Texa s • May 31, 200G • (CONTINUED) 54 L.F. 0.97 Acres $1,500.00 $1,455.00 TOTAL ESTIMATED COST FOR SANITARY SEWER IMPROVEMENTS: $181 , I 02.50 / i I ------ I ---1 I I \_ _____ _ I : L: _j_,.,,, Undo L. Kemp r.---+--lJ-K-il?'if>/L-' .305 Acres __ ~561, Pg. 86 r ~---+------1 ·-------------- h 'f; l l~p/atted) ~ r (76 .90 :~ Land 1:~ I r Reside215o, pg . j vol . ..,-. /----' ' ~/ 1'~ ------! ' ' '-.._JI ' , / / / ~ / S. Borsack I I I I '-..-.. //, .~, / ', /;/ .873 Acres "" Ex. Residence ''--... '/j..350, Pg. 238 1 I ', (Test Location) / 1 / / Stat Press = 82 psi ~""" --:::rv 48 ~·~; "'---l~~1 ~/; It"' /~' J /~II 1/f --~ ---~r ~ --"',Z!B J l ~ _ &~/ ~. --.-P-34.-__ 'S I ~d;·vision \ I i '----.,_P-7 s I i ,---....,,,,,,,, 154 I I Ex. Fire Hydrar I (Test Location) 1 1 j Stat Press = I Res. Press = • ~ ' Flow= 1150 ~ Ex. 4" W/L \,.~ / ~ 1i fl Ex . Residence --\ '-·--;05 1 (Test Location) ;--_ E~H;Bl~t~P'""· ~ ao P'' -------------------------------- \ ' ' WATER MODEL MAP iREAT OAKS PHASE 2 ~ ':';~ PALOMAS SUBDIVISION ~ ~ McCLURE &-BROWNE ENGINEERING/SURVEYING, INC. y ~ ~;-;) ~';t~ /1->~~: ;;~/;;J~;;;; 5!.,!i!>n. TY 778~ ~~:~.~~~~~~.,...;-=-~--~~~-~,~,~~~~~;=-:::!i:~F"'~~~~o..;;=-=~:.-=~:..::~~'=-~=-=~r-=ii:~~~~~~o.i:~~~~~~:_=r-~~~~~;::...:~~0 . : -: ' -- 1 ~i;·~~~ . . ) i ,: · .. ~;: : ........ r""~::.- 1 I ' ' :!,i_ ________ l ________ _ ' \ .. VICINITY MAP \MASTER PRELIMINARY PLAT \ GREAT OAKS SUBDIVISION 224.534 ACRES JAMES ERll1N SURYEY, A-/ f g BRAZOS CO/JN n; r£XAS MAI; 2000 ~/"P./'i»' Inflow/Outflow Simulation 100-Year Storm Event 90.00 80.00 70.00 60.00 ~ 50.00 ~ Q) e> ca .c u Ill Ci 40.00 30.00 20.00 10.00 j I ' J I I I I j I t\ \ \ \ \ \ \ \ '-.. \ ' ' " ~- \ -.............. .........___ -- 0.00 0 30 60 90 120 150 180 Time (Minutes) -Pre-Development Hydrograph -Total Post-Development Hydrograph Detention Pond Storage Volumes as Percent of Maximum Volume 100% 90% 80% 70% 60% Axis Title 50% 40% 30% 20% 10% 0% 2-year 5-year 10-year 25-year. SO-year Design Stonn Stonn Simulation Synopsis 2-year 5-ear 10-ear 25-ear 50-ear 100-ear Stonn Depth 3.38 3.70 3.90 4.16 4.43 4.53 Stonn Elevation 309.73 310.05 310.25 310.51 310.78 310.88 Stonn Volume 105262 126560 142198 161919 182601 190514 Maximum Capacity 275556 275556 275556 275556 275556 275556 Percent of Capacity 38% 46% 52% 59% 66% 69% Spillway Elevation 312 312 312 312 312 312 Freeboard 2.27 Ft. 1.95 Ft. 1.75 Ft. 1.49 Ft. 1.22 Ft. 1.12 Ft. 100-year