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HomeMy WebLinkAboutMisc..11/06/00 11:05 V979 764 3496 DEVELOPMENT SVCS 10001 i ACTIVITY REPORTS TRANSMISSION OK TX/RX NO. 5076 CONNECTION TEL 98468252 CONNECTION ID KLING ENGINEERIN START TIME 11/06 11:03 USAGE TIME 02'01 PAGES 3 RESULT OK 11/06/00 13:33 %T979 764 3496 DEVELOPMENT SVCS l& 001 F x ACTIVITY REPORTW TRANSMISSION OK TX/RX NO. 5083 CONNECTION TEL 98221763 CONNECTION ID SCARMARDO START TI31E 11/06 13:31 USAGE TIME 01'36 PAGES 3 RESULT OK CITY OF COLLEGE STATION DEVELOPMENT SERVICES 1101 Texas Avenue South, PO Box 9960 College Station, Texas 77842 Phone (979) 764-3570 / Fax (979) 764-3496 MEMORANDUM November 3, 2000 TO: Kling Eningeering & Surveying, Via fax 846-8252 FROM: Bridgette George, Asst. Development Coordinator 01 SUBJECT: Newton Lincoln Lot 3 - Fnal Plat Staff reviewed the above-mentioned final plat 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 by Monday, November 8, 10:00 a.m. to be placed on the next available Planning and Zoning Commission meeting scheduled for November 16, 2000, 6:30 p.m. in the City Hall Council Chambers, 1101 Texas Avenue. Ten (10) copies of the revised final plat; and The Mylar original of the revised final plat with the owner's signature. If you have any questions or need additional information, please call me at 764-3570. Attachments: Staff review comments cc: David Scarmardo, Via fax 822-1763 Case file #00-197 Home of Texas A&M University KLING ENGINEERING & SURVEYING Consulting Engineers • Land Surveyors 4103 Texas Avenue, Suite 212 Bryan, Texas 77802 Tel. 979/846-6212 Fax 979/846-8252 P.O. Box 4234 Bryan, Texas 77805 TO b DATE Z/ ZC12N PROJECT NO. PROJECT NAME Tvr,q,~ID,fJ j~ nn ATTENTION REFERENCE WE TRANSMIT: ❑ Under Separate Cover ❑ Enclosed VIA: ❑ Mail ❑ Messenger ❑ Federal Express ❑ Lone Star Overnight ❑ UPS ❑ Special Courier THE FOLLOWING: FOR: ❑ Prints ❑ Your Review & Approval ❑ Copies ❑ Your Review & Comment ❑ Originals ❑ Your Review & Distribution ❑ Pipt ❑ Your Review, Revision & Return ❑ Field Notes ❑ Your Signature & Return ❑ Plans ❑ Your File and/or Use ❑ Report ❑ Estimate ❑ As Requested By: ❑ Cut Sheets ❑ Computer Printout ❑ Please Acknowledge Receipt of ❑ File Enclosures ❑ Contract ❑ Please Return Enclosures To ❑ Other ❑ Copies Of This Letter Of Transmittal Sent To: DEVELOPMENT SERVICES TRANSMITTAL LETTER Name/Firm: Kling Engineering & Surveying Address: 4103 Texas Ave. Suite 212 Date: l 0/23 f cD0 Phone: 979-846-6212 Bryan, TX 77802 Fax: 979-846-8252 We are transmitting the following for Development Services to review and comment: (Check all that apply.): ❑ Master Development Plan ❑ Preliminary Plat Ul Final Plat - R-a-r ❑ FEMA CLOM VCLOMR/LOMA/LOMR Site Plan M Grading Plan Lq Landscape Plan a Irrigation Plan ❑ Building Construction Documents w/ ❑ Redlines ❑ Development Permit App. w/ ❑ Redlines ❑ Conditional Use Permit w/ ❑ Redlines ❑ Rezoning Application w/ ❑ Redlines ❑ Variance Request w/ ❑ Redlines ❑ Other - Please specify w/ ❑ Redlines w/ ❑ Redlines w/ ❑ Redlines w/ ❑ Redlines INFRASTRUCTURE AND ENGINEERING DOCUMENTS All infrastructure documents must be submitted as a complete set. The following are included in the complete set: A Waterline Construction Documents w/ ❑ Redlines Sewerline Construction Documents w/❑ Redlines Drainage Construction Documents w/ ❑ Redlines ❑ Street Construction Documents w/ ❑ Redlines ❑ Easement application with metes & bounds decsription ❑ Drainage Letter or Report w/ ❑ Redlines ❑ Fire Flow Analysis w/ ❑ Redlines Special Instructions: ❑ TxDOT Driveway Permit ❑ TxDOT Utility Permit ❑ Other - Please specify al --,e " TRANSMITTAL LETTER I of 1 TRANSMIT.DOC 03123/99 Project Name: Review Date: Public Water Infrastructure General 9- Overall utility layout sheet -showing easements (platted or by separate instrument) If separate instrument easements are needed - do not approve until we get them recorded TXDOT permits needed? 'E. Sealed and Signed 19 Engineers Estimates Lines Pipe material Pipe sizes (allowable.... 6,8,12,16,18 - note no 10" approved) Depth (4'+) (min,max) Separation distances (MCC) AT- All utilities in plan & profile w/sizes and type Private vs. Public line distinction Wycs not past property line (so meter can be within ROW/easement) Z,&jf~ L-7T uA--- Max # of connections for size waterline (MCC) Pipe deflection (noted as degrees, radius - with begin/end curve, not at jt.) i Grades - existing and proposed (centerline, right and left) shown in profile O~- Full TNRCC compliance 1_ Conflicts with other utilities shown l$- Labels on all major items in plan & profile (crossings) K_ SizetILocation sufficient for overall City needs/masterplan lid Minimize dead-end lines 9- Lines located in PUE/ROW U, Stationing on all fittings and taps Valves Valve spacing (500) Valves - system isolation IV_ Valves - at hydrant - ©T~s 1~ Bacldlow preventers/ and check valves uses as necessary (Lirrr~ maon/fire sprinkler/pooiviazards) 1~- Blowoffs (FH ok too) @ end of dead end lines MA Air release valves at all major high points Fire H drants Fine hydrant spacing (Coverage) . Fire hydrant location (relative to curb) 44- Fire hydrant - detail/type specified ❑ Fire flow calculations provided [Dtz~ w5-~ F &p S rvice Lines Service lines - materials and size specified from main to meter Services provided to all lots to a point beyond sidewalks on both sides of street OA&- saIMM\ agr~&l doc 3/25/99 1 of 12 Project Name: Review Date: R&viewer: Public Water Infrastructure(cont.) Details Standard Details noted or included (referenced as city of CS Standard Details) Details for all non-standard items (included/ok) (not on CS Std. detail sheet) J~ All MJ valves and fittings Thrust blocking Easement width adequate Embedmenf details (specify option) Trench safety if deeper than 5' Erosion control notes The following items are variances to the College Station public waterline standards: o:Wm a xVmwkn~doe 3/25/99 2 of 12 Project Name: Review Date: Reviewer: Public Wastewater Infrastructure General Overall utility layout sheet - showing easements (platted or by separate instrument)5 ire ,✓jtA ff separate instrument easements are needed - do not approve until we get them recorded ,✓p TXDOT permits needed? g Sealed and Signed ❑ Engineers Estimates - 7~ ~ ~u C*t m az:> Lines Pipe material Pipe sizes (allowable.... 6, 8,10,12,15,18) lid Depth (min cover) l' Depth (excessive)-/4o"f4i-,, J~ Separation distances (TNRCC) All utilities in plan & profile w/sizes and type Private vs. Public line distinction Wyes not past property line a4~w- &o7 raa,5- GoNST",;m,>J /1 Grades - existing and proposed (centerline, rig xffdIW) shown in profile 11 Flowlines (specified/labeled) A Full TNRCC compliance Conflicts with other utilities shown (min. 1'clear / except water - see TNRCC) Labels on all major items in plan & profile (crossings) Sized ocation sufficient for overall City needs/masterplan Lines located in PUE/ROW Stationing on all manholes and services Manholes 9- Lines end in MH 9- Manhole spacing (max 500') tl- Manhole diameter based on depth and line sib(4's.5' diam.) pl$ Manhole covers -`watertight" cover if in floodplain A Manholes accessible from public ROW/easement Z- Manholes at change of alignment, grade or size P Drops through manhole (TNRCC) Service Linea E1-- Service lines - materials and size specified from main to end A Services provided to all lots to a point beyond sidewalks on both sides W- Services > 6" enter at manholes 0:ldc--3-lfW=\unglchklsLdoc 3/25199 3 of 12 DEVELOPMENT SERVICES TRANSMITTAL LETTER I I I? 16D Ib- Name/Firm: Kling Engineering & Surveying Date: (Address: 4103 Texas Ave. Suite 212 Phone: o DC) 979-846-6212 Bryan, TX 77802 Fax: 979-846-8252 We are transmitting the following for Development Services to review and comment: (Check all that apply.): ❑ Master Development Plan ❑ Preliminary Plat F~l Final Plat IZ~~-Ar X ❑ FEMA CLOMA/CLOMR/LOMA/LOMR ❑ Site Plan ❑ Grading Plan ❑ Landscape Plan ❑ Irrigation Plan ❑ Building Construction Documents w/ ❑ Redlines ❑ Development Permit App. w/ ❑ Redlines ❑ Conditional Use Permit w/ M Redlines ❑ Rezoning Application w/ ❑ Redlines ❑ Variance Request w/ ❑ Redlines ❑ Other - Please specify w/ ❑ Redlines w/ ❑ Redlines w/ ❑ Redlines w/ ❑ Redlines INFRASTRUCTURE AND ENGINEERING DOCUMENTS All infrastructure documents must be submitted as a complete set. The following are included in the complete set: Waterline Construction Documents w/ ❑ Redlines Sewerline Construction Documents w/❑ Redlines ❑ Drainage Construction Documents w/ ❑ Redlines ❑ Street Construction Documents w/ ❑ Redlines ❑ Easement application with metes & bo unds decsription ❑ Drainage Letter or Report w/ ❑ Redlines ❑ Fire Flow Analysis w/ ❑ Redlines ❑ TxDOT Driveway Permit ❑ TxDOT Utility Permit ❑ Other - Please specify Special Instructions: TRANSMITTAL LETTER I of I TRANSMIT.DOC 03/23/99 KLING ENGINEERING & SURVEYING Consulting Engineers - Land Surveyors 4103 Texas Avenue, Suite 212 Post Office Box 4234 Bryan, Texas 77802 Bryan, Texas 77805 Telephone 409/846-6212 Fax 409/846-8252 B.J. Kling, P.E., R.P.L.S. S.M. Kling, R.P.L.S. Memo: November 7, 2000 To: City of College Station - Development Services Bridgette George, Asst. Development Coordinator From: Fred Paine Re: Lot 3, Henton Subdivision - Replat Response to Staff comments. Planning: 1. Area to be labeled "Common Greenspace Reserve" on plat and delineated. All common areas to be defined in the homeowner's association covenant and maintained by the association. Engineering: Final Plat 1. Easements clarified as noted. 2. Access easement/shading removed from Lot 7-3 3. Remainder of Lot 3 included in replat as Lot 7-17. Notation added. Construction Documents 1. Acknowledged. 2. Spacing changed to 9' horizontal separation. 3. Notation of TNRCC separation distance and embedment requirements added. 4. Notation of TNRCC separation distance and embedment requirements added. 5. Spacing changed to 9' horizontal separation. Sta 4+28.07 - clarified use of 12" gate valve. Sta 2+79.17 - eliminated tee & 6" stub out, used 2-450 M.J. bends and called for installation of 2 standard service taps on 12" line. Sta 1+75.15 - added 12" gate valve on Line W. Noted reducer and gate valve for line 'B'. Sta 1+23.03, 1+11.13, 1+05.18, & 0+41.24 - added 6" gate valves to beginning of each line. 6. Spacing changed to 9' horizontal separation. Line 'B' Sta-1 +97.45 - eliminated tee & stub-out and called for installation of 2 standard service taps on 6" line. Sta 2+03.37, 2+15.97, 2+70.00 - added 6" gate valves to beginning of each line. Lot 3, Henton Subdivision - Replat Response memo cont. 7. Acknowledged. 8. Acknowledged. 9. Acknowledged. November 7, 2000 Drainage Report 1. Acknowledged - to be submitted. 2. Acknowledged - to be recorded by separate instrument an filed prior to replat being filed. General Engineer's estimate to be provided MISCELLANEOUS: 1. Acknowledged - refer to site plans, sheet LS-2. 2. Acknowledged. J 11/15/00 17:40 %2979 764 3496 DEVELOPMENT SVCS l0 0 01 x~x ACTIVITY REPORT x~x TRANSMISSION OK TX/RX NO. 5281 CONNECTION TEL 98221763 CONNECTION ID SCARMARDO START TIME 11/15 17:39 USAGE TIME 00'56 PAGES 2 RESULT OK 11/15/00 17:38 4979 764 3496 DEVELOPMENT SVCS 19001 x ACTIVITY REPORT TRANSMISSION OK TX/RX NO. 5280 CONNECTION TEL 98468252 CONNECTION ID KLING ENGINEERIN START TIME 11/15 17:37 USAGE TIME 01'09 PAGES 2 RESULT OK CITY OF COLLEGE STATION DEVELOPMENT SERVICES 1101 Texas Avenue South, PO Box 9960 College Station, Texas 77842 Phone (979) 764-3570 / Fax (979) 764-3496 MEMORANDUM November 15, 2000 TO: Kling Eningeering & Surveying, Via fax 846-8252 FROM: Bridgette George, Asst. Development Coordinator ot SUBJECT: Heaton Lincoln Lot 9 - Final Hat Staff reviewed the above-mentioned final plat 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 for further staff review: One (1) copy of the revised final plat; The corrected Mylar original of the revised final plat with the owner's signature; Two (2) copies of the Drainage Report If you have any questions or need additional information, please call me at 764-3570. Attachments: Staff review comments cc: David Scarmardo, Via fax 822-1763 Case file #00-197 Home of Texas A&M University - )rah Grace Re: Henton Subdivision Pane • From: Missy Green To; Deborah Grace %emin-i a•-inese 52.40' 104.29' BACK OF CURB J Q O J S 44'53'33W 18.55' UL6 1 IT IRON 90D SET VARMBLE WIDTH PUBLIC UTILITY EASEMENT ME7FS.• COURSE BEARING DISTANCE L58 S 45'2942- 2253' L59 S 00'06271- 23.67' L60 S 45'06'27- 138.98' L61 N 44753337- 15.00' L 62 N 45'06'27 "W 42. 11' L 63 N 44 5333- 49.57' L64 N 45'06'27"W 10.00' L65 S 44 5333"W 49.57' L66 N 45'06'27"W 80.65' L67 N 00'0627"W 23.73' L68 N 452942 "W 28.71' E F LAT SCALE: 1 "=40' 1290 F WIDTH PUBLIC m UTILITY EASEMENT METES.• BEARING DISTANCE 44'53'33'- 8798' 45'06'27"W 5.00' 44753'33'- 287.48' 28' 13 21 54.55' 45"28'597- 15.63' 28' 13'21 "W 52.36' 44'53 JJ "W 8.16' 45'06'27"E 30.00' 44'53'33'* 15.00' 45'06'27 "W 30.00 ' 44 53'33 "W 15.33' 00'06'27'- 42.4J' 44 5333 "W 14.14' 00'06'27"W 42.4J' 44'53'33 "W 130. 13' 59'14'567- 30.94' 4453JJ"W 10.31' 59' 14'56 "W 30.94 ' 44'53'33"W 46. 11' 00'06'277- 42.43' 44'53'33"W 14.14' 00'06'27"W 42.43' 44'5333 "W 124.27' REPEAT OF LOT 3 HENTON SUBDIVISION FT51 ACRES RICHARD CARTER SURVEY, A-8 COLLEGE STATION, BRAZOS COUNTY, TEXAS OWNED ANE* DEVELOPED BY: SAHARA REALTY GROUP, LTD. P.O. BOX 4508 BRYAN, TEXAS 77805 (409) 779-7209 SCALE: 1 "=40' OCTOBER, 2000 PREPARED BY: KLING ENGINEERING do SURVEYING 4103 TEXAS AV. + P.O. BOX 4234 + BRYAN,TEXAS + PH.409/846-6212 XREF DRAWING NUMBER COORDINATE FILE DRAWING NUMBER 041\0080316A.DWG HENTON.CRD 041\0080316F.DWG Name of Plat: oL~ • 3 Owner(s): Block Lots thru Block thru Block acres out of abstract 0 't 0 abstract 0738851 4 8 9 R. Filed for Record in: Be= 61uNt On: Mar 20,rW- l at 03:2404 As a Plats Dement Maher: S?mI R'ount 55.00 Receipt Nuiber - 16M38 Susie Cohen mwmx MID OF I hereby certify that this instrument Las filed an the date ad time staped hereon by it ad Las duly recorded in the volume and page of the aced records of: HRAZM MXTY, as staped hereon by it. Mar 20, 2001 0 i i 0 now C mu UED4 MIR am i ~ 0 m to nn CITY OF COLLEGE STATION CUSTOMER RECEIPT # OPER: 6MESSARRA CT DRUR: 1 DATE: 10/23/00 00 RECEIPT: 0822083 DESCRIPTION QTY AMOUNT TP TM 2000 197 1 3208.00 *PL CK PLANNING B IONIN CK: 5522 TENDER DETAIL CK 5522 3200.00 DATE: 10/23/00 TIME: 18:42:27 TOTAL PERSONAL CHECK $200.00 AMOUNT TENDERED $200.00 THAW YOU r7. ..i v i