Item 11 - Plans143,796 s.f.244,247 s.f.343,619 s.f.443,597 s.f.543,660 s.f.643,648 s.f.743,646 s.f.45,781 s.f.843,816 s.f.46,527 s.f.943,565 s.f.43,978 s.f.RIDGECREST DRIVE EXISTING R.O.W.20' ROWDEDICATION5' CONCRETE SIDEWALK(TYP)7.5' UTILITY EASEMENT10' UTILITY EASEMENT5' UTILITY EASEMENT62'54'10' UTILITY EASEMENT 10'10' UTILITY EASEMENT 10'20'32'30'20'10' UTILITY EASEMENT10' UTILITY EASEMENT25'15'25'5' CONCRETE SIDEWALK(TYP)143,796 s.f.244,247 s.f.343,619 s.f.443,597 s.f.543,660 s.f.643,648 s.f.743,646 s.f.45,781 s.f.843,816 s.f.46,527 s.f.943,565 s.f.43,978 s.f.RIDGECREST DRIVE EXISTING R.O.W.20' ROWDEDICATION5' CONCRETE SIDEWALK(TYP)7.5' UTILITY EASEMENT10' UTILITY EASEMENT5' UTILITY EASEMENT62'54'10' UTILITY EASEMENT 10'10' UTILITY EASEMENT 10'20'32'30'20'10' UTILITY EASEMENT10' UTILITY EASEMENT25'15'25'5' CONCRETE SIDEWALK(TYP)586
595
590
585
580
600
581584583
PRELIMINARY DRAINAGE PLAN
RIDGECREST PROPERTY
SOUTHLAKE, TEXAS
C I V I L E N G I N E E R I N G TBPE No. F-003116
DEOTTE, INC.
420 Johnson Road, Suite 303 Keller, Texas 76248
817-337-8899 (Office) 817-337-5133 (Fax)
PREPARED FOR:HAT CREEK DEVELOPMENT
P.O. BOX 92747
SOUTHLAKE, TEXAS 76092
(817) 329-3111
CONTACT: KOSSE MAYKUSC-20.520.2DRAINAGE AREA LABELQ100 (CFS)AREA (AC)DRAINAGE AREA DIVIDEEXISTING MAJOR CONTOUREXISTING MINOR CONTOURPROPOSED MAJOR CONTOURPROPOSED MINOR CONTOUR600601FLOW DIRECTIONEXISTING FLOWPATHDRG-1DESIGN POINT1.FINAL CALCULATIONS TO BE PROVIDED WITH FINAL ENGINEERING PLANS2.CRITERIA BASED ON CITY OF FORT WORTH ISWM CRITERIA MANUAL FOR SITEDEVELOPMENT AND CONSTRUCTION. (LATEST EDITION)3.IN ACCORDANCE WITH SECTION 3.3 ACCEPTABLE DOWNSTREAM CONDITIONS;CITY OF FORT WORTH iSWM CRITERIA MANUAL FOR SITE DEVELOPMENT, WEEXPECT THIS DEVELOPMENT WILL FALL BELOW THE ZONE OF INFLUENCE FORDOWNSTREAM ASSESSMENT IMMEDIATELY DOWNSTREAM. DETAILEDCALCULATIONS WILL BE PROVIDED WITH FINAL DESIGN.4.FINAL ENGINEERING REVIEW AND COORDINATION MAY RESULT IN MINORADJUSTMENTS TO THIS PLAN.0502550100A-14.716.9B-41.86.5OS-10.62.224" RCP24" HEADWALL(DESIGN TO PRIORITIZEPRESERVATION OFEXISTING TREES)4'X4' DROP INLETLOCATION MAPSCALE: 1" = 2000'24" RCP10' CURBINLET10' CURBINLETS24" RCPC-11.55.4B-31.65.7B-10.62.2B-20.51.8
143,796 s.f.244,247 s.f.343,619 s.f.443,597 s.f.543,660 s.f.643,648 s.f.743,646 s.f.45,781 s.f.843,816 s.f.46,527 s.f.943,565 s.f.43,978 s.f.RIDGECREST DRIVE EXISTING R.O.W.20' ROWDEDICATION5' CONCRETE SIDEWALK(TYP)7.5' UTILITY EASEMENT10' UTILITY EASEMENT5' UTILITY EASEMENT62'54'10' UTILITY EASEMENT 10'10' UTILITY EASEMENT 10'20'32'30'20'10' UTILITY EASEMENT10' UTILITY EASEMENT25'15'25'5' CONCRETE SIDEWALK(TYP)0502550100C I V I L E N G I N E E R I N G TBPE No. F-003116
DEOTTE, INC.
420 Johnson Road, Suite 303 Keller, Texas 76248
817-337-8899 (Office) 817-337-5133 (Fax)
PREPARED FOR:HAT CREEK DEVELOPMENT
P.O. BOX 92747
SOUTHLAKE, TEXAS 76092
(817) 329-3111
CONTACT: KOSSE MAYKUSUTIL-1PRELIMINARY UTILITY PLAN
RIDGECREST PROPERTY
SOUTHLAKE, TEXASLEGENDFIRE HYDRANT8" WATER LINESANITARY SEWER MH8" SANITARY SEWER LINEFORCE MAIN SEWER LINESTORM DRAIN LINECURB INLETHEADWALLUTILITY DUCT BANKNOTES:1. FINAL CALCULATIONS TO BE PROVIDEDWITH FINAL ENGINEERING PLANS.2. **FINAL ENGINEERING REVIEW ANDCOORDINATION MAY RESULT IN SOMEMINOR ADJUSTMENTS TO THIS PLAN.3. ALL PUBLIC UTILITY CONSTRUCTION SHALLCOMPLY WITH NCTCOG SPECIFICATIONS(LATEST EDITION) AS AMENDED BY THETOWN OF WESTLAKE.4. VALVES SHALL BE PLACED AT ALLWATERLINE INTERSECTIONS AND SUFFICIENTTO PROPERLY ISOLATE HYDRANTS.5. SEWER LINES SHALL BE 8" SDR-35 PVCOR APPROVED EQUAL UNLESS OTHERWISENOTED.6. WATERLINES SHALL BE 8" AWWA-C900WATER PIPE OR APPROVED EQUAL UNLESSOTHERWISE NOTED.STREETLIGHTSTREETLIGHTLOCATION MAPSCALE: 1" = 2000'EX. 12" SSWREX. 8" WATERPROPOSED 8" SEWERPROPOSED 8" WATER
10.40 ACRES
1
43,796 s.f.
2
44,247 s.f.
3
43,619 s.f.
4
43,597 s.f.
5
43,660 s.f.
6
43,648 s.f.
7
43,646 s.f.
45,781 s.f.
8
43,816 s.f.
46,366 s.f.
9
43,565 s.f.
45,006 s.f.RIDGECREST DRIVEEXISTI
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40' REAR SETBACK
20' SIDE SETBACK20' SIDE SETBACK20' SIDE SETBACK40' SIDE SETBACK40' FRONT SETBACK
40' REAR SETBACK 20' SIDE SETBACK20' ROW
DEDICATION
20' SIDE SETBACK 20' SIDE SETBACK40' REAR SETBACK
40' FRONT SETBACK
40' FRONT SETBACK40' FRONT SETBACK40' REAR SETBACK 20' SIDE SETBACK20' SIDE SETBACK40' SIDE SETBACK40' FRONT SETBACK20' SIDE SETBACK40' FRONT SETBACK
40' REAR SETBACK
Karen Denise Brooks
2640 Ridgecrest Drive
Southlake, Texas 76092
Jeremy Tyrell
2660 Ridgecrest Drive
Southlake, Texas 76092
Anthony J. Tidwell
2620 Ridgecrest Drive
Southlake, Texas 76092
George Derby
2600 Ridgecrest Drive
Southlake, Texas 76092
Richard Holliday
2575 Ridgecrest Drive
Southlake, Texas 76092
City of Southlake
500 E. Dove Road
Southlake, Texas 76092
Oak Pointe
Home Owner's Assoc.
Peter Lane
2787 Ridgecrest Drive
Southlake, Texas 76092
Kerry Lynn Smith
2777 Ridgecrest Drive
Southlake, Texas 76092
Stephen Coxsey
2757 Ridgecrest Drive
Southlake, Texas 76092
5' CONCRETE SIDEWALK
(TYP)
7.5' UTILITY EASEMENT
10' UTILITY EASEMENT
5' UTILITY EASEMENT
62'
54'10' UTILITY EASEMENT10'
Jeffrey N. Wosman
2680 Ridgecrest Drive
Southlake, Texas 76092 10' UTILITY EASEMENT10'
20'
32'
30'
20'
10' UTILITY EAS
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20' SIDE SETBACK
40' REAR SETBACK40' REAR SETBACK40' REAR SETBACK
10' UTILITY EAS
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5' CONCRETE SIDEWALK
(TYP)
10' ROW
DEDICATION
Tree Canopy Coverage
Total site area 452,913 s.f.
Total existing canopy 62,930 s.f. --> 13.89%
Preserved tree canopy (green) 44,641 s.f. --> 70.94%
Possible preserved tree canopy (yellow) 6,587s.f. --> 10.46%
Removed tree canopy (red) 11,702 s.f. --> 18.60%
62,930 s.f. -> 100.00%
Legend
Preserved Tree Canopy
Possible Preserved Tree Canopy
Removed Tree Canopy
20 DEC 21
Tree Conservation Plan
Southlake, Tarrant County, Texas
Planner:SAGE GROUP, INC.
Master Planning
Urban Design
Architecture
Landscape Architecture
1130 N. Carroll Ave., Ste. 200
Southlake, Texas 76092
817-424-2626
0 50'100'200'Keen Homeplace
Applicant:
Hat Creek Development
P.O. Box 92747
Southlake, Texas 76092
Phone: 817-991-8182
Contact: Kosse Maykus
Engineer:
DeOtte, Inc.
420 Johnson Rd., Suite 303
Keller, TX 76248
Tel: 817-337-8899
Contact: Richard DeOtte, P.E.
Case No. ZA21-0048
Joel W. Chivers Survey, Abstract 350, Tract 1C01E1B, 1C01E1, 1C1E1C, 1C1E1A1 & 1C01E1A