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Home My WebLink About1 DP Edelweiss Gardens Ph 3 4 02-50DEVELOPMENT PERMIT PERMIT NO. 02-50 Project: EDELWEISS GARTENS PH 3 & 4 FOR AREAS OUTSIDE THE SPECIAL FLOOD HAZARD AREA RE: CHAPTER 13 OF THE COLLEGE STATION CITY CODE SITE LEGAL DESCRIPTION: EDELWEISS GARTENS PH 3 & 4 DATE OF ISSUE: 11/19/02 OWNER: TYPE OF DEVELOPMENT: SPECIAL CONDITIONS: SITE ADDRESS: OLDENBURG AT BRANDENBURG DRAINAGE BASIN: Lick Creek VALID FOR 12 MONTHS CONTRACTOR: Full Development Permit All construction must be in compliance with the approved construction plans All trees must be barricaded, as shown on plans, prior to any construction. Any trees not barricaded will not count towards landscaping points . Barricades must be 1' per caliper inch of the tree diameter. EROSION CONTROL TO BE INSTALLED, INSPECTED AND TO REMAIN THROUGHOUT DEVELOPMENT 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. 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 dra i nage 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. Owner/Agent/Contractor Date --~c (;f> ' .1. :• KENT I .. ' Item No . I 2 3 4 5 6 7 8 9 10 II 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 43 44 E DELWEISS GARTENS, PHASE 3 & 4 Engineer's Estim ate O ct ober 10, 200 2 Description Unit Quantity Estimated Unit Price Pavement Construction Prepare Work Area Lump Sum I 5,000 .00 Roadway Excavation C.Y. 6,131 3.50 1.5" HMAC Surface Course S.Y. 8,896 4 .50 6" Lime Stabiliz.ed Subgrade S.Y. 11 ,065 3 .25 Extra Lime Ton 90 85 .00 6" Crushed Limestone Base S.Y. 8,896 6 .00 Curb and Gutter (all types ) L.F . 4,582 7 .30 Concrete Pavement (aprons) S.Y. 233 34 .00 4" Sidewalk S.F 8,708 2 .75 Paving Subtotal Dra inage System Construction 18" Rein( Co ncrete Pipe, Str. Backfill L.F . 74 32 .00 18" Rein( Co ncrete Pipe, Non-Str . Backfill L.F . 137 30.00 21" Rein( Co ncrete Pipe, Str. Backfill L.F . 608 36 .00 21" Rein( Concrete Pipe, Non-Str . Backfill L.F . 263 33 .00 24" Rein( Concrete Pioe, Str. Backfill L.F. 36 38 .00 24" Rein( Concrete Pipe, Non-Str. Backfill L.F . 192 35 .00 27" Rein( Concrete Pipe, Str. Backfill L.F . 548 40.00 Standard IO' Inlet EAC H 2 3,100.00 Standard 5' Inlet EACH 12 2,300.00 Grate Inlet EAC H I 2,000.00 Standard Junction Box EAC H 2 2,000 .00 Sloped Headwall for 21" RCP EACH I 500.00 30 degree bend for 21" Rein( Concrete Pipe EAC H 1 500.00 Inlet Protection EAC H 15 30 .00 Silt Fence L.F . 1,945 2.00 Trench Safety (storm drain) L.F. 1,858 1.00 Drainage System Subtotal Water System C onstruction 6" PVC, C900 Water Line, Str. Backfill L.F . 84 23 .00 6" PVC, C900 Water Line, Non-Str. Backfill L.F. 259 17 .00 8" PVC, C900 Water Line, Str. Backfill L.F . 113 26 .00 8" PVC, C900 Water Line, Non-Str. Backfill L.F 2,171 21.00 Fire Hydrant Assembly EACH 4 2,200.00 8" Gate Valve EACH 4 700.00 8"x 13" Anchor Coupling EACH 6 150 .00 8"x 8" Tee EACH I 275 .00 8"x 1.5" Tapped Tee EACH I 200.00 8"x I" Tapped Tee EACH I 200.00 8"x 22.5 degree Bend EACH 2 200 .00 8 "x 11 .2 5 degree Bend EACH 2 200.00 8" Cap EACH I 50.00 2" Blow-Off Assembly EACH 2 550.00 I" Type K Coooer Water Ser. (47 ft . avg . len!!th) EACH 5 900 .00 1.5" Type K Copper Water Ser . (52 ft. avg . length) EACH 17 1,000 .00 Trench Safetv (water) L.F . 2,62 7 1.00 Water System Subtotal Sewer System Constru ction 6" PVC, D-3034, Str. Backfill L.F . 1,979 28 .00 6" PVC, D-3034 , Non-Str. Backfill L.F . 269 21.00 1 ~~~VC , D-2241, Non-Str . Backfill L.F . 20 23 .00 ard Manhole, 0-8' ft . deep EACH 7 1,600.00 ,fj..,ro~ • Service> I 0 ft. ( 62 ft . avg . len!!th) EACH 5 1,000.00 ~8 6_"\~:V. Service> 10 ft . ( 58 ft . avg . length) EACH 17 1,100 .00 • •n •~ _fetv (sewer) L.F . 2 248 1.00 . u~.-t Sewer System Subtotal ~ . \. 65~23 _ /Si! Total Con struction C ost ~ '}.~;,·~~ Total 5,000.00 21,458 .50 40,032.00 35,961.25 7,65 0 .00 53,376.00 33 ,448 .60 7,922.00 23,947.00 228 795 .35 2,368.00 4,110.00 21,888.00 8,679.00 1,368 .00 6,720.00 21,920.00 6 ,200 .00 27,600.00 2,000.00 4,000 .00 500.00 500.00 450 .00 3,890 .00 I 858 .00 114,051.00 1,932 .00 4,403 .00 2,938.00 45,591.00 8,800.00 2,800.00 900.00 275 .00 200.00 200.00 400 .00 400.00 50.00 1,100.00 4,500 .00 17 ,000 .00 2,627 .00 94 116 .00 55,412 .00 5,649.00 460 .00 11,200 .00 5,000.00 18,700 .00 2,248.00 98 669.00 SSJS,631.35 .. • STAFF REVIEW COMMENTS NO. 1 Project: DP-EDELWEISS GARTENS , PH 3 & 4 (DP)-DEVELOPMENT PERMIT( 02- 00100050) Engineering comments for construction associated with Edelweiss Gartens Subd ivision Phase 3 and 4 F inal Plats. ENGINEERING 1. Please remove Sheet 11 from plan set to be approved by the City or subm it TxDOT Dr iveway Permit and legal instrument allowing access to adjoining property. Rev iewed by: Spencer Thompson * Date: 10/18/02 NOTE : An y c hanges made to t he plans , t hat have not bee n re que sted by t he City of College St ation , mu st be expl ai ned in your next tran smittal letter and "bubbl ed" on your plan s . Any addi tion al cha nges on these pl ans th at have not bee n poi nted ou t to the City , will con stitute a co mple tely ne w review. Staff Review Comments Pa ge 2 of 4 .. October 22, 2002 CITY ~c~CE~T;~<;? DEVELOPMENT SERVICES 1101 Texas Avenue South, PO Box 9960 College Station, Texas 77842 Phone (979) 764-3570 I Fax (979) 764-3496 MEMORANDUM TO : J. Stephen Arden, Edelweiss Gartens Venture , Via fax 846-0652 FROM : Bridgette George , Assistant Development Manager SUBJECT: DP-EDELWEISS GARTENS, PH 3 & 4 (DP) -Development Permit Staff reviewed the above-mentioned construction documents as requested. The following page is a list of staff review comments detailing items that need to be addressed. Please address the comments and submit the following information for further staff review, approval and issuance of the development permit: __ Three (3) copies of the revised construction plans . If there are comments that you are not addressing with the revised construction documents, please attach a letter explaining the details. If you have any questions or need additional information, please call Spencer Thompson at 764-3570 . Attachments: Staff review comments cc: Michael McClure , McClure Engineering Inc ., Via fax 693-2554 Case file# ( 02-00100050) Home ofTexasA&M University