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HomeMy WebLinkAboutMiscellaneous~~ . e_r.i i ~nr cAi~11~I00011~1~' II~1~` ~,~ IVIIrVLVf1L.. LEI Vtsll~ r~-L--~ ~~~ •~••~ ~~ •v• April 24, 1996 Ms. Natalie Thomas. Planning Technician CITY OF COLLEGE STATION P.O. Box 9960 College Station, Texas 77842 RE: SHENANDOAH, PHASE FOUR Final Plat Revisions Dear Natalie: As per, the letter from Steve Homeyer dated April 11, .1996, attached please find fourteen (14) folded blueline prints of the Final Plat of SHENANDOAH, PHASE FOUR revised as per staff comments. I will. submit the signed. mylar as soon. as street light easement information has been received and added to the plat. In answer to Steve's .question concerning designation of the Common Areas, the owner, Edward Freehling, wishes to leave the common areas as they are shown on the plat. The H.O.A. Agreement presently has maintenance responsibilities for the common areas in the entire SHENANDOAH development, including the new phases. Should you have any questions, please advise. Very truly yours, ,c~~.. ichael R. McClure,. P.E., R.P.L.S. MRM/mlm attachments 1722 Broadmoor, Suite 210 Bryan, Texas 77802 (409) 776-6700 FAX (409) 776-6699 •, CITY OF' COLLEGE. STATIOI`I Post Cyitilce Box 9960 1101 Texas Avenue College Station, Texas 77842-9960 (409) 7643500 April 11, 1996 McClure Engineering, Inc. Attn: Mr. Michael McClure 1722 Broadmoor, .Suite 210 Bryan, Texas 77802 RE: Shenandoah Phase Four Drainage Easements and Parkland Dedication (96-212) Dear Mr. McClure: During staff review of the final plat for the above referenced subdivision a few concerns were identified, however, these concerns will not require a Presubmission Conference. The City of College Station recently allowed the Brandon Heights Homeowner's Association (HOA) to replat their Common Area' as a Drainage Right-off Way. We want to make you aware of this and offer you the same option. If you choose the Drainage Right-of--Way designation, we will need to have a maintenance:. agreement with the HOA that outlines their responsibilities for "landscape maintenance". If you choose to retain.the Common Area designation, we will need you, to change the"Private Drainage Easement to Public. In either case, we will need to see the landscape. maintenance `responsibilities outlined in an agreement or HOA document. These designations will allow the City to maintain the concrete flumes and other various structures within the detention ponds. The'Brandon Heights HOt~ filed a maintenance agreement at the Brazos County Courthouse which outlined their responsibilities. If you so choose, we can provide' a copy of this agreement for your review. In order to file this final plat, the: followngamounts of parkland dedication for Phases Orte through Four.. must be paid: Phase One 261ots x $225 per of = 55,850 i'hase Two 391ots x 5223 per lot= $8,775 Phase Three 411ots x $225 per lot =. ;$9,225 Phase Four 461ots x $225 per lot = $10;350 Total for Phases 1 - 4 = $34,200 In addition, fourteen (14) .copies and a reproducible mylar of the. final plat will need. to be submitted by Wednesday, Apri124, 1996, in order to be included in the Planning and Zoning and City Council packets. This plat will be considered by P&Z and Council on May 2 and May 23 respectively. If you have any questions or comments, feel free to contact me at 764-3570, Sincerely, Steve Homeyer Graduate Engineer cc: Kent ~-a, City Engineer Veronica. Morgan, Asst. ;City Engineer Jane Kee;' City Planner Shirley Volk, Development Coordinator Home of T'ezcas t~.~M CIniversitgr `•~ CITY OF COLLEGE STATIOI`I ® Post Office Box 9960 1101 Texas Avenue College Station, Texas 77842-9960 (409) 764-350Q April 11, 1996 McClure Engineering, Inc. Attn: Mr. Michael McClure 1722 Broadmoor, Suite 210 , / „ Bryan, Texas 77802 ~-vv~J RE: Shenandoah Phase Four Drainage Easements and Parkland Dedica on (96-212) Dear Mr. McClure: During staff review of the final plat for the. above referenced subdivision a few concerns were identified, however, these concerns will not require a Presubmission Conference. The City. of College Station recently allowed the Brandon Heights Homeowner's Association. (HOA) to replat their. Common Area. as a Drainage Right-of Way. Wewant to make you aware of this and offer you the same. option:. If you. choose the Drainage Right-of--Way designation,. we will need to have a maintenance agreement with the HOA that outlines their responsibilities for "landscape.. maintenance". If you choose to retain the Common Area designafion, we will need you to change the Private Drainage Easement to Public. In either case, we will need to see the landscape maintenance responsibilities outlined in an agreement or HOA document. These designationswill allow the .City to maintain the concrete. flumes and other various .structures within the detention ponds. The Brandon Heights HOA filed. a maintenance agreement at the Brazos County Courthouse :'which: outlined their responsibilitiese If you so choose, we can provide a copy of this agreement'for your review. In order to'file this final plat, the following amounts of parkland dedication for Phases One through Four must be paid: Phase One 261®ts x $225 per lot = 55,850 Phase Two 391ots x.$225 per lot = $8,775 Phase Three 411®ts x $225 per lot. _ 59,225'.. Phase Four ' 46 lots x $225 per lot = $10,350 Total for Phases 1- 4 = $34,200 In addition, fourteen (14) copies and a reproducible mylar of the final plat will need to be submitted'by Wednesday; Apri124, 1996, in order to be included in the Planning and Zoning and City Council packets. This plat will be considered by P&tZ and Council on May 2 and May 23 respectively.: If you have any questions ar comments, feel free to contact meat 764-3570. Sincerely, Steve Homeyer . Graduate Engineer cc: Kent t,aza, City Engineer Veronica Morgan, Asst. City Engineer Jane Kce City Planner Shirley Volk, Development Coordinator Home of Texas A&Ptl ilniversity ~~ ~~ . Ed Froehling, Builder 3887 High Lonesome Road ~.~ C, ~ ~ - ~~ ~ ~ College Station, TX 77845 office .(409)776-8266, Fax (409)774-0565 January 3,"lgg6 Mrs. Veronica Morgan, P.L Assistant City Engineer P.O. Box gg60 College Staticn, Texas 77842 Dear Mrs. Morgan; ',te will maintain the Public Drainage Basement loc~.ted in Shenandoah Ph:~se Fcur until Phase Four is completed and the Homeowners Association takes over maintenance. Should you have any questions please do not hesitate to c ill. E Sincerely, .' ~ 1 Edward Froehling ~~ ~.-~ .~rG~ ~-, ~1~-~r~- ~~~ From: Cathy Locke / To: VMORGAN, JCALLAWAY, KLAZA, TBRYMER i// Dates 12/29/95 4:38pm Subject; Request for Legal Assistance December 29, 1995 at 4:30 p.m. Request for.. Legal Assistance on Shenandoah Phase II owners association. Your request has been received by the Legal Department. We have numerous request pending at this time. In order to accomplish all the work we have, it will necessary for us to prioritize departmental requests. Your request .has been assigned to_Pete Shively. If the attorney needs more information, you .will be contacted.. If you feel that the Legal Department-needs .more information to prioritize your request, please make sure that information is noted on the request or .provide further written support. We will provide you with the legal support you requested as soon as possible.. Please understand that there are numerous competing needs.. GCs SNOE, PSHIVELY, JSCHWARTZ SHENANDOAH, PHASE FOUR CALCULATION OF QUAN'TI'TIES FOR CITY PARTICIPATION ITEMS APRII. 17,1996 L STREET & DRAIlYAC=ESONSTRUCTION IT~_MS The City required street section is 47' .pavement with- 70' right-of--way on Decatur Drive {920' Length). Per Subdivision Development Regulation Ordinance, the Developer is required to construct 39' pavement with 60' right-of-way {min ), Therefore, over-sized participation by City of 8' is requested. Fid Item # 2. Clearing & Grubbing: 920 L.F. X 8' = 0.169 A~ 43560 3. Excavation (Roadway): 920 L F (~'1 X 19'f~vg. Depths _ ~1$~~. 27 6, 6" Lime Stab. Subgrade (5% Lime): 9?0 L F X f8'1= $18 S.Y. 9' 7. Extra Lime (3%): 920 L:F.(8')(.00025x3) = 5.5 Tons 9. 7" Flexible Base Crushed Stone: 920 L.F.tB'1 = 81 9' 10. 1'/z" Hot Mix Asph. Conc. (Type D): 920 L.F.(8'j = 818 Y 9' 17. 18" RCP (C76, Cl. III) @ Sta. 1+24 & Sta. 8+70: $ L.F. + 8 L.F. _ 16 L.F. 18. 21" RCP (C76, Cl. III). @ Sta. 2 + 98: 8 L.F. II. EXTRA LENGTR ON SEWER & WATER MAINS THAT MUST--CROSS DECA~IJ~ 38. 6" PVC SeRrer Line @ Sta. 5+60 (SDR-26, D3034) 8' to 10' depth: g L•F• 52. 8" PVC Water Line @ Sta. 6+1~ (C900, Cl. 200): 8 L•F• City Participation Con't Shenandoah, Phase Four April 17, 1996 Page 2 IlI. WATER MAIN EXTENSION ALONG BARRON ROAD: This section of waterline does not connect to the Shenandoah development, but is required by City. 49. 18" D.LP. (C105, Cl. 52 w/Restrained Jts): Ol g L•F, 50. 18" D.LP. (C105, Cl. 52): 51 8 L.F. 61. 18" Butterfly Valve Assembly I each 63. 8" M.J. Cap: 1 each 77, Trench Safety: 290 F a ENGINEER'S. CONSTRUCTION COST ESTIMATE SHENANDOAH, PHASE FOUR PRELfMINARV APRIL 15, 1996 ITEM NO. DESCRIPTION UNIT QUANTITY UNIT COST AMOUNT STREET CONSTRUCTION 1 Erosion 8, Sedimentation Control L.S. 1 $b,000.00 $b,000.00 2 Clearing 8, Grubbing Acre 4.1 1,500.00 6,150.00 3 Excavation (Roadway) C.Y. 7,350 3.50 25,725.00 4 Excavation (Detention Area) C.Y. 3,450 3.00 10,350.00 S Cellulose .Fiber Mulch Seeding S.Y. 4,500 0.50 2,250.00 6 6" Lime Stab_ Subgrade (S% Lime) S.Y. 1 1,903 2.50 29,757.50 7 Extra Lime Ton 80 85.00 5,800.00 8 b" Flexible Base Crushed Stone S.Y. 5,337 5.50 29,353.50 9 7" Flexible Base (Crushed Stone) S.Y. 4,449 6.50 28,918.50 10 1'/2' Hot Mix Asphaltic Concrete (Type D) S.Y. 9,787 3.90 38,169.30 I 1 Reinforced Concrete Curb 8, Gutter LF. 3,568 7.25 25,868.00 12 Reinf. Concrete Sidewalk S.F. 13,153 1.80 23,b75.40 13 Reinf. Concrete Aprons S.F. 3,563 3.00 10,b89.00 14 Reinforced Concrete Driveway Approaches S.F. 11,638 2.90 33,750.20 STREET CONSTRUCTION SUBTOTAL DRAINAGE CONSTRUCTION $277,456.40 16 15" RCP (C76, CI. III) LF: 31 23.00 $713.00 17 18" RCP (C7b, CI. Ili) L.F. 23b 27.00 b,372.00 18 21" RCP {C7b, CI. III) L.F.. 107 30.00 3,210.00 19 24" RCP (C76, CI. III) L.F. 109 33.00 3,597.00 20 2T' RCP (C7b, CI. III) L.F. 7.5 35.00 2b2.50 2i 30" RCP (C7b, CI. III) L.F. 594 42.00 24,948:00 22 Remove 8, Replace 30°' RCP (C7b. CI. III) L.F. 45 50.00 2,250:00 23 .24" X 45° RCP Bend (C7b, CI. III) Ea. 1 300.00 300.00 24 24"X30° RCP Bend (C7b, CL III} ca. 1 300.00 300.w 25 30" X 45° RCP Bend (C7b, CI. III) Ea. 1 350..00 "'' 350.00 26 5' Recessed Conc. Inlet Ea. 3 1,850.00 5,550.00 27 10' Recessed. Conc. Inlet Ea. 3 2,000.00 b,000.00 28 15' Recessed Conc. Inlet Ea. 2 3,000.00 6',000.00 29 Reinf. Concrete Junction Box Ea. 1 2,500.00 2,500.00 30 Reinf. Concrete Flume S.F. 1,268 3.25 4,121.00 31 Dry Riprap Channel Lining S.Y. 60 50.00 3,000.00 32 Reinf. Concrete Riprap S.F. 8b9 3.80 3,30220 33 Concrete Sloped Headwall (b:l , 18'° Pipe) Ea. 2 600.00 1,200.00 34 Concrete Sloped Headwall (4:1, 24°' Pipe) Ea. 2 800.00 1,600.00 35 Salvage 8~ Install Conc. Headwall (b:1,30" Pipe; Ea. 1 1,200.00 1.200:00 3b Trench Safety (Storm Drain) L.F. 875 0.75 656.25 Page 1 a ENGINEER`S CONSTRUCTION COST ESTIMATE SHENANDOAH,PHASEFOUR ' APRIL 15, 1996 PRELIMINARY ITEM DESCRIPTION UNIT QUANTITY UNIT AMOUNT NO. COST DRAINAGE CONSTRUCTION SUBTOTAL SEWER LINE CONSTRUCTION $77,431 .95 37 6°' PVC (SDR-26, D3034)(b' to 8' depth) L.F. 28 14.00 392.00 38 6'° PVC (SDR-26, 03034)(8' to 10' depth) LF. 890 17.00 15.130.00 39 6" PVC (SDR-26,`03034)(10' to 12' depth) L.F. 1,224 19.00 23,256.00 40 Standard 4' Sever Manho=.e (< 8' depth) Ec. 1 1,100.00 1 ,100.00 41 Standard 4' Sewer Manhole (8' to 10' depth) Ea. 2 1.200.00 2.400.00 42 Standard 4' Sewer Manhole (10' to 12' depth) Ea. 3 1,250.00 3,750.00 44 Trench Safety {Sewer System) L.F. 2,142 0.75 1,606.50 45 4" Service Line (Type 1)(24' Avg.Length) Ea. 19 250.00 4,750.00 46 4" Service Line (Type II)(65' Avg. Length) Ea. 5 450.00 2,250.00 47 6" PVC Cap Ea. 2 50.00 100.00 48 Connect To Existing Manhole L.S. 1 500.00 500.00 SEWER LINE CONSTRUCTION SUBTOTAL WATER LINE CONSTRUCTION $55,234.50 49 18" D.I:P. (C 105, CL 52 w/Restrained Joints) L.F. 108. 60.00 $b,480.00 50 18°' D.I.P. {C105, CI.52) L.F. 158. 38.00 6,004.00 S1 12" PVC (C900, C1.200) L.F. 901 26.50 23,876.50 52 8" PVC (C900, CI. 200) L.F. 857 17.00 14,569.00 53 6" PVC (C900, CL 200) L.F. 1,521 14.50 22,054.50 54 Connect to Existing 18" D.I.P. Line L.S: 1 500.00 500.00 55 Connect to Existing 12" A_C. Line L.S. 1 b00.00 600.00 56 Connect to Existing 8" PVC Line L.S. 1 350.00 .350.00 57 18" X 12" Tapping Sleeve 8, `Ja1ve L.S. 1 2500.OC 2500.00 58 1T M.J. Gate. Valve 8, Anchor Coupling Ea. 2 850.00 '1',700.00 59 8" M.J. Gate Valve Ea. 2 450.00 900.00 60 6" M•J. Gate Valve Ea. 4 350.00 1,400.00 61 18" Butterfly Valve Assembly Ea. 1 4500.00 4,500.00 62 Fire Hydrant Assembly (Type l)(4' Barrel) Ea. 2 1,600.00 3,200.00 63 18" M.J. Cap Ea. 1 450.00 450.00 64 8" M.J. Cap Ea. 1 75.00 75.00 65 6" M.J. Cap Ea. 2 50.00 100.00 66 1 T X 8°' M.J. Cross Ea. 1 350.00 3~•~ 67 1 T X 6" M.J. Cross Ea. 1 300.00 3~•~ 68 8' X 8" M.J. Hydrant Tee Ea. 1 300.00 3~•~ 69 8" X 6" M:J. Hydrant Tee Ea. 1 250.00 250.00 70 8" X 1 1'/<° M.J. Bend Fa . 2 150.00 300.00 Page 2 ~~ ~ ENGINEER'S CONSTRUCTION COST ESTIMATE SHENANDOAH, PHASE FOUR APRIL 15, 1996 PRELIMINARY ITEM DESCRIPTION UNIT QUANTITY UNIT AMOUNT NO. COST 71 8" X 22'/z° M.J. Bend Ea. 1 .150.00 150.00 72 6" X 45° M.J. Bend Ea. 4 140.00 560.00 73 8'° X 6" M.J. Reducer ~ Ea. 1 110.00 1 10.00 74 1°' Type K Copper Service (45' Avg. Length) Ea. 1 675.00 675.00 75 I'/a'° Type K Copper Service (64' Avg: Lengthy Ea. 2 850.00 1,700.00 76 I'/2" type K (Copper Service (33.5' Avg.- Length) Ea. 10 700.00 7,000.00 77 Trench Safety (Water Linej L.F. 2,998 0.75 2,248.50 WATER LINE CONSTRUCTION SUBTOTAL $103,202.50 TOTAL ESTIMATED COST OF CONSTRUCTION $513,325.35 ..` Page 3 G ~1~ r Mc McCLURE ENGINEERING, INC. 1722 Broadmoor, Suite 210 Bryan, Texas 77802 (409) 776-6700 FAX 776-6699 TRANSMITTAL LETTER ~~ a~~- DATE• 5/1.5/96 TO • Mrs. Veronica Morgan, P:E. Assistant City Engineer .CITY OF COLLEGE STATION ATTN: ATTACHED PLEASE FIND.: Copy of Letter requesting City Participation for SHENANDOAH, PHASE .FOUR, plus Calculations for requested particiapation. THESE ARE TRANSMITTED TO YOU FOR THE FOLLOWING REASON: For Approval Your Use Revisions Made As Requested For Review and Comment Returned after Loan to its RECEIVED BY: DATE: SIGNED BY: ~. ~~cC MICHAEL R. McCLURE, P.E., R.P.L.S. April l7, 199C McCLURE ENGINEERING, INC. Mr. Steve I-lomeyer; Graduate Engineer CITY OF COLLEGE STATION P.O- Box 9960 College Station, Texas 77842 IZE SHENANDOAH, PHASE FOUR PROPOSED CITY PARTICIPATION Dear Steve. . The Owners of the above referenced subdivision project are requesting City Participation in the following proposed oversized items in Phase Four. The. amounts are based on unit prices from the attached Engineer's Construction Cost Estimate, actual amounts will be finalized after bids are received: l[Cm~ r~4CtlDtiOn ~"~~ ~ P i~ -~ 1~ 2. Clearing & Grubbing 0.169 Ac. _ $1500.00 0 $ 253.50 813 00 1 3. .Excavation (Roadway) . 518 C.Y. . 3.5 50 2 , . 045.00 2 6. 6" Lime Stabilized Subgrade (5% Lime) 818 S.Y. . 00 85 , 467.50 7. Extra Lime (3 %) S. S Tons Y 818 S . 6.50 5,317.00 9. 7" Flexible Base Crushed Scone . . Y 818 S 3.90 3,190.20 10. 1'fz" .Hot Miz Asphaltic Concrete (Type D) . . 27 00 432.00 17. 18" R: C.P. (C76, Cl. III) 16 L.F. . 00 30 240.00 18. 21" R.C.P. (C76, CL III) 8 L.F. . 17 00 136.00 38, 6" PVC (SDR-26, D3034) 8' co 10' depth 8 L.F. . 00 60 480.00 6 49. l8" D.LP. (C105, Cl. S2 w/Restrained Its) 108 L.F. . 38 ~ , 6 004.00 50. 18" D.LP. (C1105, Cl. 52) 158 L.F. - 00 17 , 136.00 52. 8" PVC (C900, Cl. 200) 8 L.F. . 00 500 4 4,500.00 bl. 18' Butterfly Valve Assembly 1 Ea. . , 00 450 450.00 63.. .8" M:J. Cap l ~_ F 290 L . 0.75 217.50 - 77. Trench Safety . . $31,681.70 .. Estimated Total Should you have any questions or req uire additional information, please advise. Very truly y rs, I~j 'i G ~~ '~ chael R. cClure, P.E. , R. P. L. S. MRM/mlm 1722 Broadmoor, Suite 21.0 Bryan, Texas 77802 (409) 776-6700 FAX (409) 776-6699 a.~u~'a~xar ~ca~n+nav[s~mrt~aYBit£(~'6`.~3'C.'~' 'l~t~P'~`.tY~ ,:.f•J•f•1•l•I-!•f•!•!•f-. •/./•f •!'J•f -f-I -P•f -f• ,..;f;~,f.f.f.f.f././.,/.j. r././.f./. f.f.f.f.f. (..f.. ~ l \ . \ ~ \ ~ l \ l \ 1 \ \ t l \ l \ \ L t /•J 1 l•!•I f J /•1 •I-/• / f !•f J•!-f •f• __ ~tTY OF C(lLLE~E 5TaT10t~ ~EVELUPhtENT ~ERUI~ES itOt TEXAS A1lE ~'OLLE~E STATiQN, TEXaS 77840 f.f-f.f.,.,.f., ••\•t•\•\•t •\•\•~• . /.f.f.f.e.f.f.J.f 1•t•\-\•\•\•\• •\t\\\\\\\\\\ .•rf J~f•f •f J-I-/.f.J.f. •. f•f-f• f~I •f~Jtl •/~I,/•/-f,l~f ~f-l -i~r•f f•J./. 1 f. /..... .f./.f.f./.f./.1././. e.f.f././.,e. f. J. )•f•f•f-f•f•f-!•/•f•f•t-/•!•f -f.f.f •f •f.f•••l.J •f •/-J'/ /'/•f•f~f•f•f•f•f•/•f•f.f•f •f•f•f •/•f •/•; •f •!-f •/•!-f •/ .\~\,\.\,\,~,~,~.~.~.~.t.\.\.\.~.t.\.\.t.\.\.\.\.\.l.\. imile Cover Sheet Fags To: Company: Phone: Fax: From: .Company: Phone: Fax; Date: ~--~c~ -~~P Pages including this cover .page: C409] 764-3570 c40$~ ~~~-~~~6 t-ax .}. f.; ./.f.f. f.f././.f. ,f,f.f././.f./.f.f./.f.f. a • \•\•\•\•1•t •1.5.1•\•• d «. From: Tony Michalsky To: City Hall.NTHOMAS Date: 4/17/96 9:02am ~r,~ai~d Park Plaza I need t. easements on blk Plot 1 along .the west and no o ert line an33~-~-1 lot 2 %along north prope~~~~ rough Pr P Y ~~__.._-,~ ~- .. ~_, - curve C8. h--- s~.w x~~u Streetlight la~o~t..--~®rt°"Gemstone and electrical layou~3``for~-~..Qt~ will be ide by city for installation by developer. Shenandoah Phase Four Normal underground requirements, .developer installs conduit and streetlight per city design. Pays 20% of city's cost. Will need easements between lots 15 & 16, and streetlight easements. City will provide a electrical conduit layout and streetlight layout for developer. ~`~s~ ab or us. Colleg '__n Institute of Religion Okay h us. __ From: Tony Mchalsky Toz City Hall.NTHOMAS Date: 4/17/96 9;23am Missed some easements I will need. _ ~' Shenandoah Fhase Four ~ ~ ~ ~~ ~ ~~~~ ~ -~~°"~ Blk 17 ~~17~10 ft easement along the west property line, this will bes~ can get service to lot 37. Blk 23 Lots 2 & 3 10 ft easements along. the east property line, this will also be to get service to lots 1 & 4. 10 ft off. site easement along the south property line of Blk 25. I believe this is everything now..