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Home My WebLink About1 Development Permit 657 LO Ball Subd.Date: September 12, 2000 To: Amanda Hudec, Accounting From: Bob Mosley, City Enginee~ Subject: Completed Infrastructure from Private Development By the attached letter of completion for the L. 0. Ball Memorial Subdivision -Phase II development, we have accepted the following improvements to the City of College Station infrastructure. Streets: 48-foot wide pavement (Longmire Drive) Sidewalks: 6-foot wide concrete Storm Sewer: 24-inch diameter RCP Cl. III 30-inch diameter RCP Cl. III 36-inch diameter RCP Cl. III Sanitary Sewer: Water: 8-inch PVC sanitary sewer main SDR-26 4-foot diameter manholes 8-inch PVC main · C900 Class 200 Fire Hydrant, Type III 1114 linear feet 13,368 sq.feet 223 linear feet 55 linear feet 220 linear feet 1373 linear feet 5 each 1611 linear feet 4 each Based upon our previous meeting, Development Services has begun providing us engineering estimates with the private development plans. This will allow us to identify the cost of the infrastructure in the future. We do not have the engineering estimates for this project. This memo provides a record of the infrastructure acceptance. However, the engineering cost estimates for this infrastructure will be required from Development Services . c: Natalie Ruiz, Development Coordinator Vernon Wright, Engineering Technician Missy Green, Staff Assistant CITY ENGINEER CITY OF COLLEGE STATION COLLEGE STATION, TEXAS DATE: .l.uqust 12, 1999 --. -RE: COMPLETION OF • . !"' ":l-, , Dear Sir: The purpose of cu:-lette:-is tc :-eq uest t:-.at the following listed imprcveme:its be c.r;~roved and ac::~;-tcd as be::-:g cc:-:.s~ruc~ed unde::-city inspec:ion and c::r::pleted acccrC.ir:g to pla:-.s ar.d. spe:::Hlcations as approved and re-:_:..!:!"ed by the C:~: of C~lle;·~ St:::.::on. Texas. This aoprc 'J~\ a,...c.· ~c,...0 --..... ~ce ......_,, -he c :-. ;s ~e'"'·'~c::::-.:a.,....: ;-~T""c·-> ..... hat we ma'· , .:l. •• · c. ·--:-c~.. u. l . 1 .c~' • , ...._._...__,_._. "• ,_;. ~. c 1l _,. finalize anv sub-·:::.-:i::-acts and to aff'.!.":l i:he:r· ·.v~r:-ar.:": on the work. This approval and acc:e~tc.nce by the C:t:;: of the ::-::;:ro':e:-::e:i ts lisi:ed be icw does he:-ehv voic :=-.e lette:-of s:!uc.:-::~:~e :·er ~=--~ :isi:es i rn ...... ,rove:nents on -~ the above refere::ce~ !Jrojec:. The one vear ·;;c..::-a ntv is her~'.:v af!lr:::~d · B4f32-o> f'Av1¥ b 1 ~ C ar.d ::v t:-.e:r anc. agreed to .su b-contracrnrs by as indicatecby slgnat:..!resDCio\v-:-- WORK COMPLETED DATE q /.1 [i9 ' t I _5A-f'l ~/'\"?..'{ S\2~\;l~· z_=-g,....._ __ _ 1'\ l 1. qa_, 'i'J /fff.. e. ! t'fl ~D 'l 'U 1 z_ J-1 ~ ..S 9)1 \11 Oe.l N\Q...r Ro~rf\-'i~··-e.; \.:•o. Owne-· "· µ 11 CS C.JE ...... J, -·· -· 'Ad 15900 Dooley Road •• \I rcss: ________ _ ~ddiscn, ~x 75001 Pf(l 11 J. /"! (" ,-. ' ; I { J ; /:., Contractor~ .!JI IT7...-V-...J ~ .. 'Lf !NC, Address: fO [SOX' 714 , Utility Rcprcscntativ o~'rAN. TX 7780 ~ · SignatU:~ \ µt . / . ~:N~ APPROVAL ~ ty1' er ~. ------ Item No. 0 1 2 3 4 r::. ._, 6 7 8 9 10 11 12 13 14 15 1S Engineers Estimate for L.O . Ball Memorial Subdivision, Phase II College Station, Brazos County, Texas March 1999 STREET AND DRAINAGE Item Name Unit Street Grading EA HMAC Surface SY Course -1-1/2" (Type D) w/prime coat 8" Crushed Limestone Base SY 6" Lime Stabilized SY Subgrade (6%) Post-Construction Seeding of R.O .W. SY 6' Wide Reinf.Concrete Sidewalk LF (4" Thick) 6" Reinf. Concrete Curb & Gutter LF Construct Reinforced Cone. Apron EA Clearing and Grubbing EA I Remove & Dispose Exist 6" Cone. C & G LF Construct H/C Pedestrian Ramp EA Demolish & Dispose of Existing Street Stub, Incl. EA Surface Restoration Remove and Dispose of Existin g 4' Wide Concrete LF S .W . Construct Std . Recessed Inlet Box w/8' Aperture EA Construct Std . Inlet box w/5' Aperture EA Tie to E xi st Inlet Box Restore wall of Inlet Box EA Remove and Dispose Exi st 24" RCP Storm Sewer LF No . Cost/ Amount Units Unit 1 13000 13000 5378 3 .3 17747.4 I 6200 4 .3 26660 6200 3.86 23932 I 1230 0.8 I 984 I I 2240 14.1 31584 I 2210 7.5 I 16575 I 2 800 1600 1 2000 I 2000 95 4 I 380 I 4 600 2400 I 1 3700 3700 120 4 480 I 2 2200 4400 2 180 0 3600 1 500 500 95 10 950 17 Proposed Std. Junction Box EA 1 I 111 0 111 0 I 18 24" R.C .P. Storm Sewer (Class Ill) LF 443 I 40 I 17 720 I 19 30" R.C .P. Storm Sewer (Class Ill) LF 55 I 51 I 2805 I 20 36" R.C .P. Storm Sewer (Class Ill ) LF 50 I 65 ·3250 I 21 Channel Cleaning & Excavation EA 1 I 150 0 1500 (Return to natural grade ) I 22 B lock Sod Channel SY 50 I 2.1 105 I Total Street & Drainage : I 176982.4 Item Item Name No . 1 "8 PVC C900 Class 200 Waterline w/Class D Embedment 2 Std . F .H . Type 3 w/Appurtenances Gate Valve & Thrust Blocking 3 8" Gate Valve w/Box I 4 124" x 8" M .J . Tap . I Sleeve w/Gate Valve and Thrust Blocking I 5 18" x 8" M .J . Tee w/Conc. Thrust Blocking 6 8" x 45* Bend w/Concrete Thrust Blocking 7 2" Underground Blow-off Valve w/Thrust Blocking 8 8" x 90* Bend w/Conc. Thrust Blocking 9 Tie to Exist 8" Waterline Remove Exist 2" Blow-off Va lve 10 '8" PVC C900 Class 200 Waterline w/Cement Stab. Backfill 1 1 !g" x 6" M .J Reducer jTotal Water Improvements : Engineers Estimate for L.O. Ball Memorial Subdivision, Phase II College Station , Brazos County, Texas March 1999 WATER IMPROVEMENTS Unit LF EA EA EA EA EA EA EA EA LF EA No . CosV Amount Units Unit 1557 14 .75 22965 .75 3 1600 4800 9 400 3600 1 6000 6000 I I 5 450 2250 I 1 325 I 325 1 300 300 2 325 650 1 500 500 ! I 50 17 .5 875 1 325 325 142590.751 Item No. 1 2 3 4 5 6 7 8 9 Engineers Estimate for LO . Ball Memorial Subdivision , Phase II College Station, Brazos County, Texas March 1999 SANITARY SEWER IMPROVEMENTS Item Name Unit No . Units · 8" PVC San . Sewer LF 323 SDR-26, Class D. Embedment 0-8' Depth 8" PVC San. Sewer LF 1042 SDR-26 , Class D Embedment 8-10' Deoth Std Manhole EA 2 0-8'Depth Std Manhole EA 3 8-10' Depth Drop Manhole EA 1 w/Extra Depth (Construct over Exist.) Street Bore w/14" LF 47 Steel Encasement and 8" DIP Carrier Pipe Remove/Back fill EA 1 Exist. Manhole Plug & Grout LF 550 Exist. 8" VCT San . Sewer Trench Safety EA 1 Total Sanitary Sewer Improvements : Cost' Amount Unit 14.5 4683 .5 17 17714 1600 3200 1800 5400 2300 2300 95 4465 500 500 2 1100 200 200 39562.5 Item No 1 2 3 4 5 6 Engineers Estimate for L.O. Ball Memorial Subdivision, Phase II College Station , Brazos County, Texas March 1999 MISC CONSTRUCTION ITEMS Item Name Unit Execute Marking and Striping Plan EA Install Street Lamps , per COCS Std . EA Install Electrical Conduit across Rock Praire w/Bore EA Install Street Signs , Bike Path Signs, Stop Signs EA Erosion Control EA Traffic Control/Traffic Safety EA Total Misc. Construction Item : No . Cost/ Amount Units Unit 1 2500 2500 5 2800 14000 1 7200 7200 1 600 600 1 1200 1200 1 1200 1200 26700 FOR OFFICE USE ONLY CASE NO.: DATE SUBMITTED: ____ _ DEVELOPMENT PERMIT Mli~IMUM SUBMITTAL REQUIREMENTS $100 .00 Development Permit Application Fee. __ Drainage and erosion control plan, with supporting Drainage Report two (2) copies each . __ Noti ce oflntent (N.O.I .) if dist u rbed ar ea is greater th an 5 acres . APPLICANT (Primary Contact for the Project): Name Roh~r +-To cl d oc_ .s A7€.vtf .fO r 0w vt €..V- StreetAddress 170 "Z S . 'lex q s Av~ City !lc-ytlf&i ----.Cl_._~,~~---------~ State _____ Zip Code 7 7 Bo.3 E-Mail Address ------------- Phone Number _7~7~9_-_fo...._...?~D_?~_Fax Number----------------- PROPERTY OWNER'S INFOR.c\1ATION : N ame be ( v1l1. a V' R...o c., k_ P rot •' v-1 '<:...-, Street A ddress / S 1 DO D Q 0 fw_ f< d C ity ---.b----=a'""--'-'//~q+--'s~----- State Zip Code 7 S--Z, 4£4 E-Mail Address ------------ Phone N umber (fzz) z.33-3333 Fax Numb er (_qzz) Z-33 -/SO/ ARCHITECT OR ENGINEER'S IN FORi\1 A TION: N ame M.D ~ Stree t Addres s __ 2-_5_5=--"'--( -'-A--'--__..Tr._~_._X-'-«~.s_A----'-'v'---e __ S_-_ State Zip Code _____ _ Ph o ne N umber __ b_9~3_-~£~3_G~1 __ Fax Numb er _ ____.l;'"'-L.f-=g'----_4.__2.__,_4_3 _______ _ Ap pl icatio n is hereb y made fo r th e fo llowin g dev elopment sp ecific site/waterway alterati ons : Gzvzsfvuc..+ /tA.b/t 'c.. of-reef w/ qS c/etft:.ef drtlt'nCl__9-e_ \A ft'/1 f t'e ~ T I A CKN OWLEDGME NTS: I, R.. obe rt Todd . frJe"1.fci esig o engiaee r/owne r, he reby ackno w ledge or affirm th:u : I Th e informatio n and co nc lu sio ns contai ned in th e ab ove plan s and s upporting documents comply \\i th the cu rrent requireme nts o f th e C ity of Coll ege S t::ition , T exas Ci ty Code, Ckp te r 13 and its as soc iate d Drain age Poli cy and Desi gn S l'.U1dar ds. As a conditio n of approva l of this pe m1it a pplic::iti on, I ag ree to cc~st ru c t the impro vements propo sed in th is app li cation a to th ese do cume nts ::in d rh e re uir ements of Chapter I 3 o f the College Station City Cod e. DE\"EL OP .'.!:O::"T PER.'.!~T DPER.\!IT.DOC 3124,99 Cont rac.:o r l of2 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. L 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. L certify that the alterations or development covered by this permit shall not diminish the flood-canying 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 flood way 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 o f the Code of Ordin::i.nces of the City of College Station, meisures shall be taken to insure that debris from construction , eros ion, and sedim entation shall no t be deposited in city streets , or existing drainage facilities . All de vel o pment shall be in a cc o rdanc e \\'i[h the pl::i.ns and spec ifi cations submitted to and approved by the City Engineer for the a b ove named proj ect. A ll of th e applicable codes and o rdinances of the City of College Station shall apply. D EVELOP'.'.E'.;T PER\!lT DP ER.\f!T.DOC 312 .+,99 2 of2 DEVELOPMENT PERMIT PERMIT NO. 657 LO Ball Subdivision FOR AREAS OUTSIDE THE SPECIAL FLOOD HAZARD AREA RE: CHAPTER 13 OF THE COLLEGE STATION CITY CODE SITE LEGAL DESCRIPTION: Longmire Drive ROW OWNER: Delmar Rock Prairie 15900 Dooley Road Dallas, Teu 75244 DRAINAGE BASIN: LICK CREEK SITE ADDRESS: TYPE OF DEVELOPMENT THIS PERMIT IS VALID FOR CONSTRUCTION OF PUBLIC STREET WITH ASSOCIATED DRAINAGE PLUS UTILITIES. 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 rdance with the plans and specifications submitted to and approved by the City Engineer in the velop nt permit application for the above named project and all of the codes nd ord· ances of th ofC liege Station that apply. ~~ Date 6 -:2--7 CZ Owner/ Agent Date Contractor Date