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HomeMy WebLinkAboutCorrespondencePage 1 of 1' Jennifer Reeves - Review Comments #2 COCS Lincoln Center From: Jennifer Reeves To: RABON METCALF Date: 4/19/2007 5:09 PM Subject: Review Comments #2 COCS Lincoln Center CC: Pete Vanecek Attachments: Pete Vanecek please see attached: Jennifer Reeves Staff Planner City of College Station jreeves@cstx.gov (979)764-3570 (979)764-3496 FAX file://C:\Documents and Settings\jreeves\Local Settings\Temp\XPGrpWise\4627A25DCity... 4/19/2007 fl2 COC",--; LincoJn Ce,, -I -n -h`,,, G a it ;fit' f" . y 1 Scheduled Date,: Datte: 4 1/19 / 2 0 0 77 0 9"�'M F ro ry? J-.Inndker F?PE,'VO*,S� Recipient Action CC: Pete Vanecek (Pvanecek) Delivered To: RABON METCALF (rmengineer) Transferred Date & Time 4/19/2007 5:09 PM 4/19/2007 5:10 PM Page I of I Comment file: //C: \Documents and Settings\jreeves\Local Settings\Temp\XPGrpWise\4627A25DCity... 4/19/2007 Page 1 of 1 Jennifer Reeves - COCS Lincoln Center Parking Lot Expansion Review #1 From: Jennifer Reeves To: RABON METCALF Date: 4/5/2007 3:39 PM Subject: COCS Lincoln Center Parking Lot Expansion Review #1 CC: Pete Vanecek Attachments: Pete Vanecek see attached: Jennifer Reeves Staff Planner City of College Station jree_ves__@_c_stx.gov (979)764-3570 (979) 764-3496 FAX file://C:\Documents and Settings\jreeves\Local S ettings\Temp\XPGrpWise\461 5 18 3 D City o... 4/5/2007 © RABON MEiCALF ENGINEERING (979)690-0329 - Home POST OFFICE BOX 9253 COLLEGE STATION, TEXAS 77842 (97 0329 FAX (9779)9) 219 219-4174 -CELL EMAIL: rmen8inccr@juno.com March 20, 2007 Peter Vanecek Senior Parks Planner/Landscape Architect City of College Station 1000 Krenek Tap Road P.O. Box 9960 College Station, Texas 77842-9960 RE: Lincoln Community Center — Parking Lot Addition — Loading Constraints RME No. 209-0298 Peter Vanecek: Due to grading and drainage constraints with the parking expansion for the above referenced project, the proposed design is unable to meet typical H2O loading requirements. This deficiency is experienced where the pavement is directly over the existing 4'x3' box culvert which drains runoff collected from Eleanor Street into an unnamed tributary of Bee Creek that bisects Wayne Smith Park. To accommodate H2O loading a minimum of two (2') feet of cover should be maintained over the box structure. The design proposed will only accommodate approximately 0.80' of cover. Although H2O loading cannot be achieved (i.e. repetitive or sustained loading from fire trucks, tractor trailers, etc.,.), the pavement/box culvert system should accommodate medium traffic loading without measurable distress. Please feel free to contact me should you have any questions. Sincerely, Rabon A. Metcalf, P.E. nabonrg, iengineen.eo Filename: CDI-209-0298-L06 Page - i of 1