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HomeMy WebLinkAboutCORRESPONDENCE Dec 15 2003 15:24 HP LASERJET 3330 p.2 Ke Surveying Company P.O. Box 269 505 Church Street Collet_ e Station, Texas 77840 (979)26. -3195 Fax (979)691.8904 ' •posal for 03 -0152 December 15, 2003 To: Jane Kee City of College Station P,O. Box 9960 College Station, Texas 77842 Re; Boundary Surveying ServiceE i or Fairhaven Cove and 'r =,.are Metes and Bounds for Rezoning, S.D. Smith Survey, A -2 0 Brazos County, Texa Cost: $1000.0'., rvices to be cc pleted by 115/04 and su ■ �itted to the City. Please si d r. • confirm. Ail• Br : . x - , _ No 4502 Jane Kee U \ 6.q • !v Id. 51b m f 1 f' /hail- 0'r F4. P-/Z. ah ai a l z eg ,t,1/2 0 /24z4-2/taces s 1 ASH & BROWNE ENGINEERING, INC. Engineers and Consultants P.O. Box 10838, College Station, Texas 77842 979 - 846 -6914 877 - 245 -4839 Fax: 979-846-8914 TRANSMITTAL TO: Spencer Thompson DATE: February 6, 2004 Development Services City of College Station P.O. Box 9960 RE: Reatta Meadows, College Station, Texas 77842 Sect. 1, Ph. 1 Phone: 979 -7643570 ABEI No.: 1045005 Fax: 979- 764 -3496 ATTACH. DESCRIPTION 1 Letter of Request for Over Participation for Reatta Meadows Subdivision, Section 1, Phase 1 THESE ARE BEING SENT: ❑ At your request ❑ For your information ❑ Per our conversation ❑ For your signature ❑ For further action as noted ❑ Per contract X For your approval ❑ For review and comment ❑ For your use ❑ For ❑ At request of ❑ Original will follow by mail REMARKS: If you have any questions or need any additional information, please do not hesitate to call. )1):4 D3.40 i A 4,( 0 -01•1 . I' Copy: Signed: . . I / , P.E. • G:\Pr ojects \1045 - Munsey Developments\005 - Reatta Meadows Subdivision, Section 1 of 41Letters\Thompsonl5 - TLetter.wpd ASH & BROWNE ENGINEERING, INC. Engineers and Consultants P.O. Box 10838, College Station, Texas 77842 979 - 846 -6914 877 - 245 -4839 Fax: 979-846-8914 February 06, 2004 Spencer Thompson, E.I.T. Graduate Civil Engineer Development Services, City of College Station College Station, TX 77840 Re.: Letter of Request for Over - Participation (OP) Reatta Meadows Subdivision, Sect. 1, Ph. 1 of Estates at Spring Creek Development (ESCD), Dear Mr. Thompson: My client is requesting Over - Participation support for the construction costs incurred for the excess infrastructure development of the 18" ductile iron pipe along Barron Road right -of -way and the extension of Victoria Avenue (70' ROW). Reatta Meadows Sub., Sect. 1, Ph. 1 (Comprehensive) $243,552 Reatta Meadows Sub. Sect. 1, Ph. 1(Min. Requirements) - $174,957 Total Over Participation = $ 68,595 Attachments to this letter include: 1) Reatta Meadows Subdivision, Sect. 1, Ph. 1 (Comprehensive) 2) Reatta Meadows Subdivision, Sect. 1, Ph. 1 (Minimum Development Requirements) Thank you for all your time and help on this project. Please contact me if you have any questions. Sincerely, ASH & = R r E ENGINEERING, INC. J • i f Ga fis, P. E. • t Engineer G:\Projects \1045 - Munsey Developments \005 - Reatta Meadows Subdivision, Section 1 of 4 \Letters \COOS - SThompson07.OP Letter Seel Phl.wpd REATTA MEADOWS SUBDIVISION Section 1, Phase 1 Comprehensive Requirements Engineer's Preliminary Opinion of Probable Construction Cost ABEI No. 1045005 February 06, 2004 The following construction estimate is based on the engineer's preliminary opinion of probable construction costs. This estimate constitutes our best judgement at this time. Please note that the engineer does not have any control over contractor or supplier workloads and the degree to which inflation may affect project costs between now and the bid date. During design and construction, additional features may become apparent as the work progresses, which will result in an increase in cost. Item Description Estimated Estimated ESTIMATED No. Quantity Unit Cost TOTAL COSTS 1.00 VICTORIA STREET EXTENSION (70' R.O.W.) 1.01 70' R.O.W. Preparation (includes 779 LF $18.00 $14,022 clearing and grubbing, cutting to rough grade, etc.) 1.02 6" Lime Modified Subgrade (includes 4,370 SY $1.75 $7,648 subgrade preparation and incorporation of lime into subgrade.) 1.03 Lime for Stabilization (5% by weight) 44 TN $100.00 $4,400 1.04 Curb and Gutter 1,556 LF $8.00 $12,448 1.05 Valley Gutter 44 LF $8.00 $352 1.06 Spandrel Curb & Gutter (1 Quadrant) 2 EA $1,000.00 $2,000 1.07 8" Crushed Rock Base (Flexible Base) 3,809 SY $8.50 $32,377 TxDOT Type A, Grade 2 1.08 2" Hot Mix Asphaltic Concrete 3,809 SY $7.50 $28,568 TxDOT Type D (includes prime coat) Subtotal Item 1.00 Streets: $101,815 2.00 WATER LINES ALONG BARRON RD. & VICTORIA AVE. 2.01 18 "e, D.I. Pipe, Class 350 - Non- 516 LF $45.00 $23,220 Structural (includes installation, testing, and cleanup.) 2.02 18 "o D.I. Pipe, Class 350 - Structural 60 LF $55.00 $3,300 (includes installation, testing, and cleanup.) 2.03 12 "e AWWA C900 Class 200 PVC Pipe - 727 LF $32.00 $23,264 Non - Structural (includes installation, testing, and cleanup.) 2.04 18" Butterfly Valve (includes installation 1 EA $5,000.00 $5,000 and cleanup.) Item Description Estimated Estimated ESTIMATED No. Quantity Unit Cost TOTAL COSTS 2.05 18 "m 45 °bend (includes installation and 2 EA $1,250.00 $2,500 cleanup) 2.06 18" Plug (includes installation and 1 EA $400.00 $400 cleanup.) 2.07 12" Gate Valve (includes installation and 2 EA $1,500.00 $3,000 cleanup.) 2.08 12" Plug (includes installation and 1 EA $200.00 $200 cleanup.) 2.09 18" x 12" Cross (includes installation and 1 EA $1,650.00 $1,650 cleanup.) 2.10 Fire Hydrant Assembly (includes 1 EA $2,000.00 $2,000 installation and cleanup.) 2.11 4" Blow Off Valve Assembly (includes 2 EA $600.00 $1,200 installation and cleanup.) Subtotal Item 2 - Water: $65,734 3.00 MISCELLANEOUS 3.01 Mobilization /Demobilization 1 LS $5,000.00 $5,000 3.02 6' Sidewalk 1518 LF $16.00 $24,288 3.03 Sidewalk Ramp Type 3 2 EA $250.00 $500 3.04 Hydromulch Seeding 11,246 SF $0.50 $5,623 Subtotal Item 3 - Miscellaneous: $35,411 Sub -Total Section 1, Phase 1 for Over Participation $202,960 Contingency (10 %) $20,296 Engineering (10 %) $20,296 PRELIMINARY COMPREHENSIVE CONSTRUCTION COST (SECTION 1, PHASEI): $243,552 .11■StP. Prepared by: � JOEL GATTIS 1 J•- . G.ttis,P sh & B owne Engineering, Inc. /90964 R• `oNA1.o 52-- 061 - Utsi REATTA MEADOWS SUBDIVISION Section 1, Phase 1 Over Participation Minimum Requirements Engineer's Preliminary Opinion of Probable Construction Cost ABEI No. 1045005 February 06, 2004 The following construction estimate is based on the engineer's preliminary opinion of probable construction costs. This estimate constitutes our best judgement at this time. Please note that the engineer does not have any control over contractor or supplier workloads and the degree to which inflation may affect project costs between now and the bid date. During design and construction, additional features may become apparent as the work progresses, which will result in an increase in cost. Item Description Estimated Estimated ESTIMATED No. Quantity Unit Cost TOTAL COSTS 1.00 VICTORIA STREET EXTENSION (60' R.O.W.) 1.01 60' R.O.W. Preparation (includes 779 LF $16.50 $12,854 clearing and grubbing, cutting to rough grade, etc.) 1.02 6" Lime Modified Subgrade (includes 3,467 SY $1.75 $6,067 subgrade preparation and incorporation of lime into subgrade.) 1.03 Lime for Stabilization (5% by weight) 35 TN $100.00 $3,500 1.04 Curb and Gutter 1,556 LF $8.00 $12,448 1.05 Valley Gutter 34 LF $8.00 $272 1.06 Spandrel Curb & Gutter (1 Quadrant) 2 EA $1,000.00 $2,000 1.07 7" Crushed Rock Base (Flexible Base) 2,943 SY $7.50 $22,073 TxDOT Type A, Grade 2 1.08 2" Hot Mix Asphaltic Concrete 2,943 SY $7.50 $22,073 TxDOT Type D (includes prime coat) Subtotal Item 1.00 Streets: $81,286 2.00 WATER LINES ALONG BARRON RD. & VICTORIA AVE. 2.01 8 "e AWWA C900 Class 200 PVC Pipe - 1303 LF $17.00 $22,151 Non - Structural (includes installation, testing, and cleanup.) 2.02 8 "o AWWA C900 Class 200 PVC Pipe - 50 LF $20.00 $1,000 Structural (includes installation, testing, and cleanup.) 2.03 8" Gate Valve (includes installation and 3 EA $550.00 $1,650 cleanup.) Item Description Estimated Estimated ESTIMATED No. Quantity Unit Cost TOTAL COSTS 2.04 8 " 0 45 °bend (includes installation and 2 EA $300.00 $600 cleanup) 2.05 8" Plug (includes installation and 2 EA $200.00 $400 cleanup.) 2.06 8" x 8" Cross (includes installation and 1 EA $700.00 $700 cleanup.) 2.07 Fire Hydrant Assembly (includes 1 EA $2,000.00 $2,000 installation and cleanup.) 2.08 2" Blow Off Valve Assembly (includes 2 EA $300.00 $600 installation and cleanup.) Subtotal Item 2 - Water: $29,101 3.00 MISCELLANEOUS 3.01 Mobilization /Demobilization 1 LS $5,000.00 $5,000 3.02 6' Sidewalk 1,518 LF $16.00 $24,288 3.03 Sidewalk Ramp Type 3 2 EA $250.00 $500 3.04 Hydromulch Seeding 11,246 SF $0.50 $5,623 Subtotal Item 3 - Miscellaneous: $35,411 Sub -Total Section 1, Phase 1 for OP Min. Requirements $145,798 Contingency (10 %) $14,580 Engineering (10 %) $14,580 PRELIMINARY CONSTRUCTION COST MINIMUM DEVELOPMENT REQUIREMENTS(SECTION 1, PHASEI): $174,957 / r Prepared by: 4L( / r `:•• ••: II , oe I. MEP 1" * \ sh Browne ngineering, Inc. f JOE 1. GATTIS oi tr 90964 • ftioN'AL 0 6 Z _ oce,_ 2. / ATTACHMENT #2 Engineer's Cost Estimate for Reatta Meadows Subdivision, Sect. 1, Ph. 1 Over Participation (OP) - Minimum Requirements ATTACHMENT #1 Engineer's Cost Estimate for Reatta Meadows Subdivision, Sect. 1, Ph. 1 Comprehensive Construction Costs 11� ASH & BROWNE ENGINEERING, INC. ; vc" pm Engineers and Consultants P.O. Box 10838, College Station, Texas 77842 ®3 - (..0 979 - 846 -6914 877 -245 -4839 Fax: 979-846-8914 March 23, 2004 Spencer Thompson, E.I.T. Graduate Civil Engineer Development Services, City of College Station College Station, TX 77840 Re.: Reatta Meadows Subdivision Reatta Lane Intersection with Barron Road ABEI No. 1045005 Dear Spencer: As per our conversation this afternoon, please find the following: • Revised Construction Drawings Sheet 4, 14, & 31 (4 copies each) • Drainage Information Upon review of the construction drawings, it was noted that the culvert to be installed under Reatta Lane at the intersection with Barron Road was improperly labeled. To ensure the culvert would comply with the City requirements, drainage and culvert calculations were performed. Based on these drainage and culvert calculations, two (2) 18" RCP are required to keep the headwater from overflowing Reatta Lane. Refer to the attached calculations. The attached information is being submitted to you for your review and approval. Please notify me when I can pickup our copy of the approved stamped construction drawings. If you have any questions or need any additional information, please do not hesitate to call. Thanks for your help. Sincerely, __ ����� •�� �. TF � 111i ASH & OWNE EN INEERING, INC. 5..•• "*:3 es 11 e- *rri J. DALE BROWNE, JR. A. Dale Browne, Jr., P.E. ri•O9•. 81890 . t 1 s ; , r GAS .. .��,�� Attachments ' n iX` F:\Projects \1045 - Munsey Developments \005 - Reatta Meadows Subdivision, Section 1 of 4 \Letters \COCS - SThompson09 - Letter.wpd McCLURE & BROWNE ENGINEERING /SURVEYING, INC IWA Engineers and Consultants 2 I 1) YY`- 1008 Woodcreek Drive, Suite 103, College Station, Texas 77845 I� 979 -693 -3838 877 - 245 -4839 Fax: 979 -693 -2554 Email: mcclure*tca.net O 'OS - at CS - 2bq April 8, 2004 Spencer Thompson, E.I.T. Graduate Civil Engineer Development Services, City of College Station College Station, TX 77840 Re.: Letter of Request for Over - Participation (OP) Reatta Meadows Subdivision, Sect. 1, Ph. 1 of Estates at Spring Creek Development (ESCD), Dear Mr. Thompson: My client is requesting Over - Participation support for the construction costs incurred for the excess infrastructure development of the 18" ductile iron pipe along Barron Road right -of -way and the extension of Victoria Avenue (70' ROW). Reatta Meadows Sub., Sect. 1, Ph. 1 (Comprehensive) $234,003 Reatta Meadows Sub. Sect. 1, Ph. 1(Min. Requirements) - $165,745 Total Over Participation = $ 68,258 Attachments to this letter include: 1) Engineer's Preliminary Opinion of Probable Construction Cost for Reatta Meadows Subdivision, Sect. 1, Ph. 1, Comprehensive Requirements 2) Engineer's Preliminary Opinion of Probable Construction Cost for Reatta Meadows Subdivision, Sect. 1, Ph. 1, Minimum Development Requirements. Thank you for all your time and help on this project. Please contact me if you have any questions. Sincerely, McCLURE & BROWNE ENGINEERING /SURVEYING, INC. 4 a/ 4,6„ : 4 0 07.7. F o . Dale Browne, Jr., P.E. i *: 4 -4 1 . : * Project Engineer J. DALE BROWNE, JR. f.a• 81890 .�Q.% 0/ G: \Projects \1045 - Munsey Developments \005 - Reatta Meadows Subdivision, Section 1 of 4 \Letters \COCS - SThompsonl0 - OP Letter Sect Phl .wpd X0 - ��I MCCLURE & BROWNE ENGINEERING /SURVEYING, INC. 1008 Woodcreek Drive, Suite 103 • College Station, Texas 77845 (979) 693 -3838 • Fax (979) 693 -2554 • Email: mcclure(a tca.net April 23, 2004 Mr. Mark Smith Director of Public Works City of College Station P.O. Box 9960 College Station, Texas 77842 Re: Reatta Meadows, Section 1, Phase 1 Dear Mark: Accompanying this letter is a set of revised drawings for Sewer Line "J" in Reatta Meadows that is planned for installation along Newport Lane. It is has been redesigned to lie within the right -of -way of Newport instead of a backyard easement in the lots on Reatta Meadows. The new design also allows for service to lots in future phases of Shenandoah that are planned immediately to the east of this location. This is the same line that we discussed with you earlier this month that impacts the completion date of Reatta Meadows. We ask that you review these plans as quickly as possible so that construction can begin. As always, please feel free to contact me if you have questions. Thank you. Sincerely, /)-)1 2 1,372, P.E. Project Manager enclosure Mark Smith - Reatta Meadows, Section 1 Phase 1 - Comments Page 1 From: Mark Smith To: Kent Laza Date: 4/26/2004 8:33:24 AM Subject: Reatta Meadows, Section 1 Phase 1 - Comments The sewer line plans look OK - Only two comments. Both related to final acceptance. 1. We still need the easement to cover the sewer line before it will be accepted. 2. The manholes will need to be at grade for the construction to be accepted. I can see that the grades are shown relative to the proposed street grades but it isn't clear that the grading for Newport Lane in future Shenandoah Phase 11 will be done with this project (Reatta Meadows). If the grading is not done then the manholes will either be under ground (not acceptable) or too high and will need adjusting later. PS - On sheet 2, what's the deal with the mis- alignment of Southern Plantation Drive? Mark Smith Director of Public Works 979 - 764 -3690 CC: Bob Mosley; Bridgette George; Dale Brown; Mike McClure; Spencer Thompson Susan Hazlett - Reatta Meadows Page 1 From: Jane Kee To: Bridegtte George (E- mail); Ken Fogle; Spencer Thompson; Susan Hazlett Date: 5/19/2004 11:28:00 AM Subject: Reatta Meadows Fedora is pulling the variance and replat off of this week's P&Z because CSISD signed the plat. Jane Kee, AICP City Planner City of College Station College Station, Tx. 77845 (979)764 -3570 FAX (979)764 -3496 jkee ©cstx.gov College Station. Embracing the Past, Exploring the Future. CC: Glenn Brown Susan Hazlett Fwd: variance Page 1 From: Jane Kee To: Spencer Thompson; Susan Hazlett Date: 5/19/2004 12:55:15 PM Subject: Fwd: variance Please place in the Reatta Meadows file Jane Kee, AICP City Planner City of College Station College Station, Tx. 77845 (979)764 -3570 FAX (979)764 -3496 jkee @cstx.gov College Station. Embracing the Past, Exploring the Future. »> john fedora <jdfedora @yahoo.com> 5/19/2004 12:16:07 PM »> Please pull our variance request for Reatta Meadows. Thank you for your effort in this matter. We gratly appreciate it. J Fedora Do you Yahoo!? SBC Yahoo! - Internet access at a great low price. http://promo.vahoo.com/sbc/ Deborah Grace - Reatta Fees based on 75 lots, Phase I Page 1 From: Spencer Thompson To: jdfedora @yahoo.com Date: 6/7/2004 9:18:26 AM Subject: Reatta Fees based on 75 lots, Phase I Sewer Impact Fees $349.55 x 75 lots = $26,216.25 - 1 —b \ G ({) Cash or Check Parkland Development Fees --Z O r� $358.00 x 75 lots = $26,850.00 Bond or Letter of Credit st Spencer G. Thompson, Jr. Engineering Services City of College Station PO Box 9960 College Station, TX 77842 Ph. 979.764.3570 Fx. 979.764.3496 www.cstx.gov CC: Deborah Grace; Natalie Ruiz