Loading...
Item 8 - PlansE. DOVE ROAD N. CARROLL AVEE. KIRKWOOD B L V D N. WHITE CHAPEL BLVDHW Y 1 1 4 C-01 PROJECT LOCATION GRADING & DRAINAGE SCALE: 1" = 1,000' VICINITY MAP 13455 NOEL ROAD SUITE 700 DALLAS, TEXAS 75240 TEL: (972) 770-1300 CONTACT: MARK E. HARRIS, P.E. 805 VICTORIA LANE OWNER/DEVELOPER MARK HARRIS 805 VICTORIA LANE SOUTHLAKE, TX 76092 TEL: (972) 776-1738 CONTACT: MARK HARRIS STATE OF TEXAS REGISTRATION NO. F-928 FOR CIVIL CONSTRUCTION PLANS Know what'sbelow. before you dig.Call CITY OF SOUTHLAKE, TARRANT COUNTY, TEXAS JULY 2024 CIVIL CONSTRUCTION PLANS805 VICTORIA LANESHEET INDEX Not for construction or permit purposes. FOR REVIEW ONLY Engineer P.E. No.Date MARK E. HARRIS 97242 07/24/24 SHEET NO.DESCRIPTION C-01 COVER SHEET C-02 REVISED PLAT C-03 CITY OF SOUTHLAKE GENERAL NOTES C-04 SITE PLAN & GRADING PLAN C-05 STORM DRAIN PLAN & PROFILE - LINE SD-A C-06 CITY OF SOUTHLAKE STORM DRAIN DETAILS ENGINEER CITY PROJECT NO. XXXXXXXXX CITY PROJECT NO. XXXXXXXXX CITY OF SOUTHLAKEGENERAL NOTESC-03805 VICTORIA LANECITY OF SOUTHLAKETARRANT COUNTY, TEXAS©Not for construction or permit purposes. FOR REVIEW ONLY Engineer P.E. No.Date MARK E. HARRIS 97242 07/24/24 592.5 591.20 590.96 592.00 TP 593.3 TP 591.8 TP 591.1 EX 590.8 EX 590.9 TP 590.8 TP 589.9 EX 591.1 TP 589.7 TP 589.6 EX 590.0 EX 589.6EX 589.7 EX 589.0 TP 592.3TP 590.9 TP 592.5 TP 592.5 TP 592.8 TP 593.3 TP 593.0 EX 591.0 EX 590.9 TP 589.7 TP 590.7 EX 589.8 EX 589.0 TP 589.3 TP 589.1 SITE PLAN &GRADING PLANC-04805 VICTORIA LANECITY OF SOUTHLAKETARRANT COUNTY, TEXAS©06/11/2024 00 20'40' GRAPHIC SCALE 20' PROPERTY LINE PROPOSED FINISHED FLOOR ELEVATION PROPOSED SPOT ELEVATION EXISTING SPOT ELEVATION PROPOSED TOP OF PAVEMENT ELEVATION PROPOSED REAR YARD SWALE LOT DRAINAGE FLOW DIRECTION PROPOSED CONTOUR EXISTING CONTOUR EXISTING TREE TO REMAIN LEGEND FF: 675.00 EX 555.5 555.5 TP 555.5 LINE SD-A RC 805 VICTORIA LANECITY OF SOUTHLAKETARRANT COUNTY, TEXAS©PROFILE SCALE Not for construction or permit purposes. FOR REVIEW ONLY Engineer P.E. No.Date MARK E. HARRIS 97242 07/24/24 00 40'80' GRAPHIC SCALE 40' EXISTING UTILITIES IN THE AREA. CONTRACTOR SHALL FIELD VERIFY THE LOCATION OF ALL EXISTING UTILITIES WITH THE PROVIDER PRIOR TO START OF CONSTRUCTION AND SHALL IMMEDIATELY NOTIFY THE ENGINEER OF ANY CONFLICTS DISCOVERED. CONTRACTOR IS RESPONSIBLE FOR COORDINATING UTILITY RELOCATION WHERE NECESSARY AND PROTECTING EXISTING UTILITIES (SHOWN OR NOT SHOWN). IF ANY EXISTING UTILITIES ARE DAMAGED, THE CONTRACTOR SHALL REPLACE THEM AT THEIR OWN EXPENSE. !!WARNING!! PROPERTY LINE PROPOSED STORM DRAIN LINE EXISTING STORM DRAIN LINE PROPOSED DRAINAGE DIVIDE PROPOSED STORM DRAIN INLET PROPOSED STORM DRAIN MANHOLE PROPOSED STORM DRAIN HEADWALL PROPOSED FLOW DIRECTION PROPOSED CONTOUR EXISTING CONTOUR LEGEND 1.CONTRACTOR TO FIELD VERIFY HORIZONTAL AND VERTICAL LOCATION OF EXISTING UTILITIES PRIOR TO CONSTRUCTION. 2.SEE PLANS FOR OAK BEND, DATED MAY 4, 2015 FOR EXISTING STORM DRAIN INFORMATION. 3.ALL STORM DRAIN LINES SHALL BE RCP, CLASS III UNLESS OTHERWISE NOTED. DRAINAGE GENERAL NOTES STORM DRAIN PLAN &PROFILE - LINE SD-AC-05 VIEW LOOKING UPSTREAM ROCK CHECK DAM SECTION SECTION A - A AND SPACING BETWEEN CHECK DAMS RC 805 VICTORIA LANECITY OF SOUTHLAKETARRANT COUNTY, TEXAS©Not for construction or permit purposes. FOR REVIEW ONLY Engineer P.E. No.Date MARK E. HARRIS 97242 07/24/24 CITY OF SOUTHLAKESTORM DRAIN DETAILSC-06