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Home My WebLink About51 Development Permit 283 Charlestone ApartmentsDEVELOPMENT PERMIT PERMIT NO. #283 FOR AREAS INSIDE THE SPECIAL FLOOD HAZARD AREA RE: CHAPTER 13 OF THE COLLEGE STATION CITY CODE SITE LEGAL DESCRIPTION: Lot B3 of a Rep/at of Tract "B" & "C" Southwood Vally 30, College Station, Brazos C aunty, Texas SITE ADDRESS: OWNER: TunyJones DRAINAGE BASIN: Bee Creek Tributary 'B' TYPE OF DEVELOPMENT: This permit is valid for clearing, grading, and slab only as per the submitted grading and building plans for Charlestone Apartments. 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. Contractor shall assure that all disturbed areas are sodden and establishment of vegetation occurs prior to removal of any silt fencing of hay bales used for temporary erosion control. Contractor shall also insure that any disturbed vegetation be returned to its original condition, placement and state. 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. This permit expires six months from the date of issuance. 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 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. Date Contractor Date Owner/ Agent Date E ~l GI ~l EE RI ~l G CONSULTING ENGINEERING & LAND SURVEYING 4444 CARTER CREEK PKWY, SUITE 108 · BRYAN, TEXAS 77802 · 14091846-268814091 846.-3094 April , 17, 1995 Veronica Morgan, P.E. Assi stant City Engineer Deparunent Of Development Services P .O. 9960 College Station, Texas 77842-0960 RE: Charlestone Apartments To Be Constructed On Lot B3 Of A Replat Of Tract "B" & Tract "C" Southwood Valley -Section 30, College Station, Brazos County, Texas. Dear Veronica, The above referenced project was considered in the original drainage report for the Rep lat of Tract "B" and Tract "C" -Southwood Valley -Section 30. The floodway was established so as to enable Garrett Engineering forces to rend.er the floodway limits on the aforesaid Replat. The flood plain limit was taken as an e levation from the current FIS maps and utilizing actual "on-the-ground" topography to established the limits as depicted on the grading plan. The elevation of the 100-year flood plain within the limits of the subjec t project was determined to be 277 .50. The drainage ordinance stipulates that the lowest finished floor elevation of any habitable structure should be no less than four (4) feet above the 277.50 elevation. The minimum finished floor elevation indicated on the grading plan is 282.00, which is 0.5 feet above the minimum. It was deemed in the original drainage report and verified by subsequent studies that no detention would be necessary for this project. The City Engineer was also contacted regarding detention and bis opinion was also that no detention was required. A single five foot (5') wide curb leave-out is provided for drainage to exit the parking area and sheet drain to existing Bee Creek. Due to modifications to the original grading plan as submitted, there will be no fill placed in the tloodway limits. (See Revised Grading Plan attached herewith). It is our intent tO adhere to the stipu lations and guidelines as presented in the drainage ordinance and we feel that the revised grading plan as s ubmitted fulfills same intent. Predevelopment and Postdevelopment peak run-off computations are include for your review and consideration as follows: Determine ,Total Pre-Development Peak Storm Water'oischar ·e Rates Tributary Area ("A"): 0.74 Acres Pervious Area: 0.74 Acres Impervious Area : 0.00 Acres C= 0.40 C= 0 .98 Run-Off Coefficient ("Cwt"): 0.40 Total Travel Time: 10.00 Minutes Hourly Intensity Rates ("I"): 2-Year: 6 .33 5-Year: 7.69 10-Year: 8.63 25-Year: 9.86 50-Year: 11.15 100-Year: 11 .64 Peak Discharge Rate ("Q"): 2-Year: 1.87 5-Year: 2.28 10-Year: 2.56 25-Year: 2.92 50-Year: 3.30 100-Year: 3.45 Determine Post-development Peak : . : .. : Storm Water Dischar , e No Detention · · Tributary Area ("A"): 0.74 Acres Pervious Area : 0 .29 Acres Impervious Area: 0.45 Acres Run-Off Coefficient ("Cwt"): 0.75 Time Of Concentration ("T/c"): 1 O Minutes (Min) Hourly Intensity Rates ("I"): 2-Year: 6.33 5-Year: 7.69 10-Year: 8 .63 25-Year: 9.86 50-Year: 11.15 100-Year: 11.64 Peak Discharge Rate ("Q"): 2-Year: 3.52 5-Year: 4.28 10-Year: 4 .81 25-Year: 5.49 50-Year: 6.21 100-Year: 6.48 Inches I Hour Inches I Hour Inches I Hour Inches I Hour Inches I Hour Inches I Hour Cubic Feet I Second Cubic Feet I Second Cubic Feet I Second Cubic Feet I Second Cubic Feet I Second Cubic Feet I Second c = 0.40 C= 0.98 Inches I Hour Inches I Hour Inches I Hour Inches I Hour Inches I Hour Inches I Hour Cubic Feet I Second Cubic Feet I Second Cubic Feet I Second Cubic Feet I Second Cubic Feet I Second Cubic Feet I Second I hope this report will serve your needs, however if you have any questions or problems please contact me at your earliest convenienc e (409) 846-2688. Respectfully Submilled, Donald D. Garrett, P.E., R.P.L.S. Garrett E ngineering .... ;,;-. ·~ ~ I i ' Nf 1111 ·-u J) (\ ,} '» l} 0 \}' - -"' 1 _ ~ "'·~. ,, G ---·+ I -( 1 ---o ·C -f c .Z f \ r ~ ·~I I ,..-. I I · ~~I --t -( -v \_/ tSWi~-~-21 11 DIA: M,;t/Nh'ot.& :;ovc..e lar~~-----c. /. C?ovc::,.e -1-------'· "2 "",40./VSTABL.c RING "'~~ '::::=.?:. =;¢:;::'""= ;;:::::: ~~ 3"~ovvsr/4o~e r?ING "' +-'--<l-""AOvU5T-48~G RIN& TYPIC J 3Z "o..e <18 "' ~~~-...:.: ECCliN"fKJC. c;o,v5 3 z¥ OR 4-8 11 ---\.---l CO N<::cNl .etC ' I . / v-- COA/G ~:;!;!Ji~'Vrl '0~ KIM:; €.ALL tA:JIN7:5 Uny./ KE'CJUl:.S/ ..__,__..,~-1 '/C ""LJ.4 P. R Cit. BcCT/OA./ LIFTIN(~ D~VICE S EA.C.H SIDE !/'"'"~ ~l( 4!3'"B/IRREt.. ~ ... d''l~ • S~Cllt:>N ~ ~ " _. ~ r.,/p R~O~oiiiuc~T~;--=1Y-P_I_C_AL_4~'---ID_Ma_n_h_o_l_e _ _. ~ CONCRETE: 4000 -4500 "PSI REINFORCEMENT: Meets or e xceeds ASTI1-C-478-85. DATE: 6/1/89 REV.: GEN. NOTES :, Manufactured with type II cement. --CPI "CX)NCRETE PRODUCTS INC ~~~P .O. BOX 688, ll~t~.·irxf.~7~66~!~,3~~~~~~~~~~~~~~~~~~~~~ (817)66 6-4000 V-1342 COLLEGE STATION RING & COVER . COVER BACK COVER SECTION FRAME PLAN T IAACHIN[O BEARING SURF ACE (2) lYPE U , STEEL PIO<.BAA'S PICKBAR DETAIL F :~~:~ ' L I f' . ~· II ~~'""~ 24 7/8 l1 7/8 COVER FACE FRAME SECTION VULCAN FOUNDRY INC POST ~ BOX 805 DENiAM SPlftl.S, LA 70729 llATS Ho. 1-1100-WNHl.£ LOCAL Ha. 1-SOl-6'S-•1~ ru Ho. 1-~-66S-•l<J5 lll'A•I• Ut. lol'll : ....... lOAO RATtfC H[AVY-OIJlY -.&Alf~Al SPCOf'ICAlJON ASTM A 48 CLASS JO (CV.S1 JO"' lllWUI) OPEH NIE.A -SO. IN . N/A CSTIUA1£0 VIC.tGHT -LBS. COV£R 140 FRAM[ 1SS 10TAL 29'.> CATALOG NUMBER V-1342 Of'AWINC N\Aol8lR 51<£T A392 .06 1 or 1 V-1342 CITY OF HARLINGEN RING & COVER 0 COVER BACK FRAME PLAN T "'1ACHINEO BEARING SURFACE (2) T'I!'[ 4" SlEEl PICKBAAS F.2Sl/•~ I 2• 1/4 I s L f 7 : 2 ~~'""~ 24 7/8 JI 7/8 COVER FACE PICKBAR DETAIL FRAME SECTION 153A VULCAN FOUNDRY INC POST Ofn:E BOX I05 DENiAM Sl'IHlS, LA 70729 llATS Ho. 1-llOO-WNKU LOCAL Ho. 1-S01-66S-61S1 ru Ho. 1-~-66S-1l<J5 .. Hll h U<. "'1l: .... " - lOAO RATING H(AVY-OIJTY MA.T(ftlAl 51"£0ftC.A 1'0N ASTM A 48 CLASS 30 '""" JO ... ll[Qul51) OPCH AR.£.A -SO ...... N/A CS TlMA l(D M:ICttt -LBS. lOTAJ.. 29S PA !TERN 8'!£N<OoYof< CATALOG NUMBER V-1342 8392 .12 1or 1 ''O'' RING Gaskets Engineers have found the solution to trouble free, leak proof sealing by specifying and using Press-Seal "Quality" "O" Rings. Press-Seal "0" Rings are performance proved, de- pendable seals against leakage. Press-Seal specializes in manuf ac- turing precision extruded "O" Ring gaskets. Using only highest quality raw materials and the most advanced machinery to obtain the ultimate in a uniform gasket material. Press-Seal "O" Ring gaskets have a consistent outside diameter, weight and volume throughout and meet all specifications. Rapid delivery on all stock sizes, special sizes on order. Press-Seal engineering "know-how" is available to assist you at any time. Press-Seal will help you with des ign problems an<l "0" Ring specifications. PRESS-SEAL GASKET CORPORATION 3414 Wells Street Fort Wayne, Indiana 46805 219 -483-0521 CONCRETE PRODUCTS INC. P.O. BOX 688, HEWITT, TEXAS 76643 (817) 666-4000 PRESS-SEAL'S "O" Ring Gasket Press-Seal "O" Ring gaskets are manufactured to meet or exceed the requirements of the following standards . . . ASTM C-443-60-T ASTM C-3-61 PRESS-SEAL "O" GASKET PROPERLY INSTALLED A WW A C-302-57 AWWA 301-64 PRESS-SEAL "O" GASKET COMPLETED JOINT THE RUBBER GASKETS SHALL BE INSTALLED ON THE MANHOLE SECTIONS AS FOLLOWS: 1. Clean all joint surfaces. 2. Lubricate the recess and the gasket thoroughly with an approved lubricant. 3. Snap gasket into the recess and equalize the rubber in tension by running a screwdriver shaft or other suitable tool around the section under the gasket. 4. Thoroughly lubricate sliding surfaces of both the gasket and the inside surface of the bell. 5. When gasket is properly installed and all sliding surfaces are lubricated, the manhole sections may be coupled immediately. SUGGESTED LUBRICANT: Press-Seal Underwater Lubr i cating Compound, or an equivalent mater i al. MANHOLE CONCRETE PRODUCTS INC. P.O. BOX 688 , HEWITT , TEXAS 76643 (817) 666--4000 LIFT SYSTEM THE LIFT EYES LOCK IN PLACE FOR A SAFE UFT ···-- EYE BOLT IS INSERTED (LEFT) HORIZONTALLY & TURNED 90 •TO LOCK (RIGHT) I NSERT (B ONDED I MPACT STYRENE) PRESS-SEAL GASKET CORP. FORT WAYNE. INDIANA 1-800-348-7325 (219) 436-0521 - LIFT EYE CAST DUCTILE IRON , ,•. ·=· Printed by Veronica Morgan From: Shirley Volk CONFIRMED To: Jim Smith, Jon Mies, Natalie Thomas, Sabina Kuenzel, Steve Homeyer, Tony Michalsky, Veronica Morgan Subject: fwd: Haddox & Charlestone Apts ===NOTE===============7/25/95==5:04pm== These are the 2 buildings on Balcones at Welsh that Tony Jones & the Marek Bros. are building. Jerry Jones (lnsp.) tells me that Tony Jones has indicated he will be going for his C.O. this Friday, or no later than Monday. Jerry also says the Marek Bros. (Charlestone) project is close behind, so if you have problems on either of these 2 buildings or site, please let me know asap. Then get geared up to make final inspections on Friday or Monday · whenever they call. Thanks. Fwd=by:=Veronica=Morg=7/27/95==8:47am== Fwd to: David Moore, Lawrence Carter CC: Shirley Volk hey guys, on the charlestone apts, constantine has indicated to me that he intends to tie additional buildings onto the private service line and avoid tap fees in the future and have the future building pay charlestone apts owner for the privilege to tie onto the private service line. i need your help resolving this before c.o. and putting on paper for the record what they can and cannot do. i am sending you both a drawing of the manhole and proposed service line configuration. Fwd=by:=Shirley=Volk==8/07/95=11:06am== Fwd to: Veronica Morgan Have you gotten this proposition worked out? Page: 1 9/15/95 5:25pm 6SGTlo\~A.L bl A.. A RE.A \ \ &II tl<l; . '2 (;, 6. I . \ • lo ii 7~,So ?I I '2._ II 11~,04-~.1. h 4 e.. 0 Dl,A.; c:oNi{e. 0 r1 0N ~ = 4 ><--0-& , '2 &, ~ 11 ~ , O 4 ?. 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