Loading...
Preliminary Grading Plan8" PVC 8 " P V C 8 " P V C 8" PV C 8" PV C 6" W T R 6" W T R 8" WTR 8" WTR 1 2 " W T R 8 " W T R 7 1 . 8 1 S F F I R E R I S E R 5' U T I L I T Y E A S E M E N T 15 ' C O M M O N A C C E S S EA S E M E N T 5' UTILITY EASEMENT INST. NO. D213017713 D.R.T.C.T. 24' PUBLIC ACCESS EASEMENT INST. NO. D213017713 D.R.T.C.T. LOT 1 MEADOW OAKS DOC. No. D179550021 P.R.T.C.T. LOT 2 MEADOW OAKS DOC. No. D179550021 P.R.T.C.T. LOT 3 MEADOW OAKS DOC. No. D179550021 P.R.T.C.T. LOT 4 MEADOW OAKS DOC. No. D179550021 P.R.T.C.T. LOT 5 MEADOW OAKS DOC. No. D179550021 P.R.T.C.T. LOT 1 BLOCK 1 NOLEN OFFICE PARK ADDITION DOC. No. D213017713 P.R.T.C.T. LOT 1R1, BLOCK 5 CORNERSTONE BUSINESS PARK DOC. No. D218248110 P.R.T.C.T. LOT 2R1R1, BLOCK 5 CORNERSTONE BUSINESS PARK DOC. No. D218248110 P.R.T.C.T. LOT 2-R2, BLOCK 3 CORNERSTONE BUSINESS PARK DOC. No. D215014058 P.R.T.C.T. LOT 1-R2, BLOCK 3 CORNERSTONE BUSINESS PARK DOC. No. D215014058 P.R.T.C.T. LOT 2-R3, BLOCK 3 CORNERSTONE BUSINESS PARK DOC. No. D215014058 P.R.T.C.T. LOT 1-R1, BLOCK 3 CORNERSTONE BUSINESS PARK DOC. No. D215014058 P.R.T.C.T. LOT 3, BLOCK 5 T. EASTER NO. 474 ADDITION DOC. NO. D197090951 P.R.T.C.T.LOT 1 BLOCK 1 E.C. WHITE ADDITION DOC. No. D216044865 P.R.T.C.T. LOT 2-R1, BLOCK 3 CORNERSTONE BUSINESS PARK DOC. No. D215014058 P.R.T.C.T. S . N O L E N D R I V E C O N C R E T E R O A D W A Y 7 0 ' R . O . W . CRO O K E D L A N E ASPH A L T R O A D W A Y VARI A B L E W I D T H R . O . W . 13.16 AC CALLED 22.90 ACRES ELBERT CLARK WHITE JR. DOC. No. D206196920 D.R.T.C.T. 68 1 6 8 5 68 4 68 2 68 5 6 8 2 6 8 3 6 8 4 6 8 5 68 1 680 681 682 679 678 677 678 677 674 676 676 670 671 672 673 674 675 670 671 672 673 674 675 670 671 67 2 673 674 669 67 0 6 7 1 672 67 3 67 4 67 5 6 7 6 6 7 7 67 8 67 9 68 0 6 8 1 6 8 2 68 3 68 4 6 8 5 6 6 9 6 7 0 6 7 1 6 7 2 6 7 3 6 7 4 67 5 67 6 6 5 8 65 9 66 0 6 6 1 6 6 2 6 6 3 66 4 6 6 6 685 684 683 680 681 682 677 67 8 6 7 9 670 67 1 67 2 673 674 675 670 66 9 669 668 66 7 666 66 8 66 7 TBM X-CUT SET Z=654.51 TBM X-CUT SET Z=655.28 THOMAS EAST E R S U R V E Y , ABSTRACT NO . 4 7 4 N89°19'39"E 868.70' S 3 7 ° 5 5 ' 3 1 " E 2 2 7 . 9 7 ' S4°38'46"W 14.75' S49° 2 6 ' 4 1 " W 116. 5 2 ' S54° 0 9 ' 1 1 " W 291.4 7 ' S51° 1 7 ' 1 4 " W 75.4 2 ' S38 ° 1 5 ' 0 3 " W 69.1 3 ' S33 ° 4 7 ' 0 8 " W 85. 4 3 ' S27 ° 5 3 ' 2 3 " W 243 . 2 5 ' S32 ° 1 1 ' 1 5 " W 93. 0 8 ' N5 2 ° 2 7 ' 1 2 " W 45 3 . 1 0 ' N0 ° 3 4 ' 4 0 " W 62 5 . 3 7 ' PROP. BUILDING PHASE II PROP. BUILDING PHASE II PROP. BUILDING PHASE II FFE = 670.50 FFE = 671.00 FFE = 668.00 FFE = 678.00 PROP. RETAININGWALL PROP.RETAININGWALL PROP.RETAININGWALL PROP.RETAININGWALL PROP. RIDGE PROP. EXPOSEDGRADE BEAM GR A D I N G P L A N C-1 LEGEND EXISTING CONTOUR PROPOSED CONTOUR PROPOSED GRADE (TOP OF PAVEMENT) ME MATCH EXISTING 699.50 NOTES: 1. ALL SPOT ELEVATIONS ARE TO TOP OF PAVING UNLESS OTHERWISE NOTED. 2. EXISTING UTILITIES WERE OBTAINED FROM RECORD DRAWINGS. THE CONTRACTOR SHALL VERIFY THE EXACT LOCATION OF EXISTING UTILITIES AND NOTIFY THE ENGINEER FOR ANY DISCREPANCIES WITH THIS PLAN. 3. MAXIMUM SLOPE IN LANDSCAPE AREAS ARE NOT TO EXCEED 4:1; MIN EARTH GRADE IS 1%; MIN PAVING GRADE IS 0.5%. 4. ALL CURB HEIGHTS ARE 6-INCHES UNLESS NOTED OTHERWISE. 5. REFER TO GEOTECHNICAL REPORT FOR REQUIREMENTS REGARDING FILL COMPACTION AND MOISTURE CONTENT. 6. REF. STRUCTURAL PLANS, SPECIFICATIONS, AND GEOTECHNICAL REPORT FOR ALL BUILDING PAD PREPARATION CRITERIA. 7. THE CONTRACTOR SHALL CONSTRUCT ALL BARRIER FREE RAMPS PER CITY OF SOUTHLAKE AND ADA STANDARDS. 8. GRADING FOR ALL SIDEWALKS AND ACCESSIBLE ROUTES INCLUDING CROSSING DRIVEWAYS SHALL CONFORM TO ADA STANDARDS. SLOPES SHALL NOT EXCEED 5% LONGITUDINAL SLOPE OR 2% CROSS SLOPE. SIDEWALK ACCESS TO EXTERNAL BUILDING DOORS SHALL BE ADA COMPLIANT. CONTRACTOR SHALL NOTIFY ENGINEER IMMEDIATELY IF ADA CRITERIA CANNOT BE MET AT ANY LOCATION. 9. GRADING OF ALL HANDICAPPED SPACES AND ROUTES IS TO CONFORM TO LOCAL, STATE, AND FEDERAL GUIDELINES. 10. CONTRACTOR SHALL ADJUST EXISTING VALVES, MANHOLE RIMS, ETC. AS NECESSARY TO MATCH FINISHED GRADE. 11. CONTRACTOR SHALL MAINTAIN POSITIVE DRAINAGE AWAY FROM EXISTING & PROPOSED BUILDINGS. 700 695 GRADING VOLUMES CUT 31,899 CY FILL 12,502 CY NET 19,397 CY DA T E No . RE V I S I O N BY DATE: SHEET 3/1/2021 CHECKED:CLC DRAWN:CWP DESIGN:CWP File No:2020-076 19 0 3 C E N T R A L D R . S U I T E # 4 0 6 PH O N E : 8 1 7 . 2 8 1 . 0 5 7 2 BE D F O R D , T X 7 6 0 2 1 W W W . C L A Y M O O R E E N G . C O M TEXAS FIRM #14199 GM i H E A D Q U A R T E R S PH A S E I I 24 5 0 C R O O K E D L A N E SO U T H L A K E , T X 7 6 0 9 2 BENCHMARK: - TBM #1: AN "X" CUT FOUND IN CONCRETE ON S NOLAN DRIVE, APPROXIMATELY 92' NORTH AND 11' EAST OF THE NORTH EAST PROPERTY CORNER. ELEVATION: 655.28 - TBM #2: AN "X" CUT FOUND IN CONCRETE ON S NOLAN DRIVE, APPROXIMATELY 10' NORTH AND 87' EAST OF THE SOUTH EAST PROPERTY CORNER ELEVATION: 654.51 - CITY BENCHMARK: MONUMENT 48 GEODETIC DATA LATITUDE: 32°55'37.08572" LONGITUDE: 97°06'26.94263" ELLIP HGHT: 540.45 PRELIMINARY CLAYMOORE ENGINEERING 0 GRAPHIC SCALE 1 inch = ft. 40 40 80 40 20