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Home My WebLink About02-00500228- 00075763 r Page 2 of 2 FIELD NOTES PUBLIC ACCESS EASEMENT 0.0805 ACRES Being all that certain tract or parcel of land lying and being situated in the ROBERT STEVENSON LEAGUE, Abstract No. 54 in College Station, Brazos County, Texas and being part of the 86.028 acre tract described in the deed from Donald F. Carroll to Edelweiss Gartens Venture recorded in Volume 4167, Page 212 of the Official Records of Brazos County, Texas (O.R.B.C.) and being more particularly described by metes and bounds as follows: COMMENCING: at a found iron rod with a 2" aluminum cap stamped "TxDOT ROW MARKER" in the proposed northeast right -of -way line of State Highway 40, said iron rod also marking the south corner of the said 86.028 acre tract and being in the northwest line of the W. Barton Munro, Trustee 110.57 acre tract as described in a deed recorded in Volume 2726, Page 165, from whence the City of College Station 1994 GPS control monument No. 132 bears N 52° 33' 58" W at a distance of 942.34 feet for reference; THENCE: N 41° 49' 45" E along the common line of said 86.028 acre and 110.5 acre tracts for a distance of 180.05 feet to the POINT OF BEGINNING; THENCE: N 49° 28' 42" W for a distance of 74.00 feet for corner; THENCE: N 40° 31' 18" E for a distance of 66.50 feet for corner; THENCE: S 49° 28' 42" E for a distance of 50.00 feet for corner; THENCE: S 40° 31' 18" W for a distance of 59.00 feet for corner; THENCE: S 49° 28' 42" E for a distance of 24.17 feet for corner in the beforementioned common line of the 86.028 acre and 110.57 acre tracts; THENCE: S 41° 49' 45" W for a distance of 7.50 feet to the POINT OF BEGINNING and containing 0.0805 acres (3505.6 square feet) of land, more or less. I, Michael R. McClure, Registered Professional Land Surveyor No. 2859 in the State of Texas do certify that this survey substantially complies with the current Texas Society of Professional Surveyors Standards and Specifications for a Category 1 B, Condition II Survey. k/Ga9-7 /F z Michael R. McClure, R.P.L.S. # ` 9 OF F, , ........ .a........ rOjCH�i7I M:,'i'tii i ;E 1"4 _ ' '4! EDELWEISS GARTENS, PHASE 3 & 4 Engineer's Estimate October 10, 2002 Item Estimated Description Unit Quantity Unit Price Total No. _ Pavement Construction 1 Prepare Work Area Lump Sum 1 5,000.00 5,000.00 2 Roadway Excavation C.Y. 6,131 3.50 21,458.50 3 1.5" HMAC Surface Course S.Y. 8,896 4.50 40,032.00 4 6" Lime Stabilized Subgrade S.Y. 11,065 3.25 35,961.25 5 Extra Lime Ton 90 85.00 7,650.00 6 6" Crushed Limestone Base S.Y. 8,896 6.00 53,376.00 7 Curb and Gutter (all types) L.F. 4,582 7.30 33,448.60 8 Concrete Pavement (aprons) S.Y. 233 34.00 7,922.00 9 4" Sidewalk S.F 8,708 2.75 23,947.00 Paving Subtotal 228,795.35 Drainage System Construction 10 18" Reinf. Concrete Pipe, Str. Backfill L.F. 74 32.00 2,368.00 11 18" Reinf. Concrete Pipe, Non -Str. Backfill L.F. 137 30.00 4,110.00 12 21" Reinf. Concrete Pipe, Str. Backfill L.F. 608 36.00 21,888.00 13 21" Reinf. Concrete Pipe, Non -Str. Backfill L.F. 263 33.00 8,679.00 14 24" Reinf. Concrete Pipe, Str. Backfill L.F. 36 38.00 1,368.00 15 24" Reinf Concrete Pipe, Non -Str. Backfill L.F. 192 35.00 6,720.00 16 27" Reinf. Concrete Pipe, Str. Backfill L.F. 548 40.00 21,920.00 17 Standard 10' Inlet EACH 2 3,100.00 6,200.00 18 Standard 5' Inlet EACH 12 2,300.00 27,600.00 19 Grate Inlet EACH 1 2,000.00 2,000.00 20 Standard Junction Box EACH 2 2,000.00 4,000.00 21 Sloped Headwall for 21" RCP EACH 1 500.00 500.00 22 30 degree bend for 21" Reinf Concrete Pipe EACH 1 500.00 500.00 23 Inlet Protection EACH 15 30.00 450.00 24 Silt Fence L.F. 1,945 2.00 3,890.00 25 Trench Safety (storm drain) L.F. 1,858 1.00 1,858.00 Drainage System Subtotal 114,051.00 Water System Construction 26 6" PVC, C900 Water Line, Str. Backfill L.F. 84 23.00 1,932.00 27 6" PVC, C900 Water Line, Non -Str. Backfill L.F. 259 17.00 4,403.00 28 8" PVC, C900 Water Line, Str. Backfill L.F. 113 26.00 2,938.00 29 8" PVC, C900 Water Line, Non -Str. Backfill L.F. 2,171 21.00 45,591.00 30 Fire Hydrant Assembly EACH 4 2,200.00 8,800.00 31 8" Gate Valve EACH 4 700.00 2,800.00 32 8 "x 13" Anchor Coupling EACH 6 150.00 900.00 33 8 "x 8" Tee EACH 1 275.00 275.00 34 8 "x 1.5" Tapped Tee EACH 1 200.00 200.00 35 8 "x 1" Tapped Tee EACH 1 200.00 200.00 36 8 "x 22.5 degree Bend EACH 2 200.00 400.00 37 8 "x 11.25 degree Bend EACH 2 200.00 400.00 38 8" Cap EACH 1 50.00 50.00 39 2" Blow -Off Assembly EACH 2 550.00 1,100.00 40 1" Type K Copper Water Ser. (47 ft. avg. length) EACH 5 900.00 4,500.00 41 1.5" Type K Copper Water Ser. (52 ft. avg. length) EACH 17 1,000.00 17,000.00 42 Trench Safety (water) L.F. 2,627 1.00 2,627.00 Water System Subtotal 94,116.00 Sewer System Construction 43 6" PVC, D -3034, Str. Backfill L.F. 1,979 28.00 55,412.00 44 6" PVC, D -3034, Non -Str. Backfill L.F. 269 21.00 5,649.00 .A�l .� ' PVC, D -2241, Non -Str. Backfill L.F. 20 23.00 460.00 �$ � ,� � : lard Manhole, 0 -8' ft. deep EACH 7 1,600.00 11,200.00 X47 ` ; •r Service> 10 ft. (62 ft. avg. length) EACH 5 1,000.00 5,000.00 * /link If Service > 10 ft. (58 ft. avg. length) EACH L.F. 1,100.00 18,700.00 .. . .: fety (sewer) L.F. 2,248 1.00 2,248.00 KEW M. m il- Sewer System Subtotal 98,669.00 , p 65�23� ,7% Total Construction Cost $535,631.35 tt Ri o R -1 -- !o // o / (- McCLURE ENGINEERING, INC. March 14, 2003 Ms. Natalie Ruiz Development Coordinator City of College Station P.O. Box 9960 College Station, Texas 77842 Re: Edelweiss Gartens, Phase 3 & 4 Estimate of Remaining Construction Cost Dear Natalie: The developers of Edelweiss Gartens, Phases 3 and 4 are nearing completion of the infrastructure in that subdivision. However, recent inclement weather has hampered the construction schedule and the contractor will likely not be able to complete the work by March 31. In order to meet building construction schedules, it will be necessary for the developer to post a fmancial guarantee for the remaining infrastructure so the final plat can be filed. Once the plat is filed, building contractors will be requesting permits (either full or slab -only) from the Development Services office. Following discussions with the city inspector, we have made projections of the work that is anticipated through the end of March and estimated the cost of infrastructure that will still remain. That cost is shown on the attached sheet. I have sent a copy to Mr. Bob Mosley for his review. I ask that you coordinate with him to verify my estimate. If it is found to be acceptable, please contact Mr. Steve Arden so he can prepare the appropriate financial guarantee. Thank you. Sincerely, /4 Kent Laza, P.E. Project Manager Xc: Bob Mosley, City of College Station 1008 Woodcreek Drive, Suite 103 • College Station, Texas 77845 (979) 693 -3838 • FAX (979) 693 -2554 • email: mcclure @tca.net EDELWEISS GARTENS, PHASE 3 & 4 Estimated Cost of Remaining Infrastructure (projected through March 31, 2003) March 14, 2003 Item Description Unit Quantity Unit Bid Total No. 1 1.5" HMAC Surface Course S.Y. 8,896 3.80 33,804.80 2 4" Sidewalk S.F. 8,708 2.50 21,770.00 3 Standard 5' and 10' Inlet (tops only) EACH 15 800.00 12,000.00 Total Estimated Cost $67,574.80 _all OP r • 414 N, 65923 • �� g0 `Acv /M