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Item 7A PlansSUBJECT Oo`e z PROPERTY Ra E Highland St. ai E kirkiyood B/d z E. HIGHLAND ST__ 45,782 s.f.i I 45,169' s.f. L---------- 10 I I 2 43,573 HHHHNN s.f.l 1 s.f. §� 9 �I I I 3 43,583 s.f. I I II 43,569 s.f. I I I I - - - - ------�--- -- T------ s I I II 4 43,565 s.f. 143,600 s:.f. / J l � I - - -- 1\ % 5 d 43,596s.f. I / 48,022 s.f. / j / \ I / / 43,798 s.f. // v // / /00 '/L � \ Legend 6' Iron Fence 8' Board on Board w/ Cedar Cap 6' Iron Fence w/ Masonry Columns 6' Masonry Wall Owner: Linda A. Behrends 1749 E. Highland St. Southlake, TX 76092 Engineer: DeOtte, Inc. 420 Johnson Road, #303 Keller, TX 76248 Tel: 817-337-8899 Contact: Richard DeOtte Applicant: Sage Group, Inc. 1130 N. Carroll Ave. #200 Southlake, TX 76092 Tel: 817-424-2626 Contact: Curtis Young Planner: SAGE GROUP, INC. Master Planning Urban Design Architecture Q 0 Landscape Architecture 1130 N. Carroll Ave., Ste. 200 0 Q Southlake, Texas 76092 817-424-2626 26 NOV18 1" = 60' 0 60' Site Data Summary Chart Existing Existing Proposed Number Average Gross Adjusted Density / Zoning Land use Zoning of Lots Lot Size Acreage Gross Ac. Ad;usted Goss Ac. Highland St. (s.f.) • CEDARBO (net Highland St. R.O.W. (net R.o.W.) AG Mixed Use R -PUD 11 44,349 12.64 12.17 .91 26-0" MASONRY WALL Legend Proposed 5' Concrete Sidewalk Proposed 6' Concrete Sidewalk Existing 6' Concrete Sidewalk R.O.W. Dedication (E. Highland St.) Common Open Space Residential Lots 6' Ht Masonry Wall at Entry PANEL TBD)VUc"V'Vc Plan 3/8" = 1'-0" BOARD , SCREW DOWN EXTEND CAP AND TRIM BOARDS I X I TRIM PIECE X 6 TRIM PIECE BEYOND DOBENEATH TOWARD LOT TOWARD ADJOINING PROPERTY B ARD CAP, --2I" D 1• ,AR NoINSIDE I; — •. t NillMAX. SPACING CTYP) O �I • CEDARBO 4 TRIM PIECE BENEATH OAR. --______OVERLAP I" (TYP) OVERLAPI ICEDARPIECEX I . • : t RN CEDAR A'..' . . MAX. SPACING (TYP) III PO BRACKETS,. POST BRACKETS, SIMPS. O • UAL CTYP) ,I ••. OR O ,AR BOAR. OUTSIDE" I OVERLAP II 1FINISH RA, FINISH GRADE ELEVATION SECTION 8' Ht Board on Board Wood Fence Plan 3/8" = 1'-0" SQUARE (14 GA.)DECORATIVE IRON T-0" 8'-0" O.C. TOP &BOTTOM RAIL' SPACED AS SHOWN x, x YR" DECORATIVE IRON POST S, CAP"PYRAMIDAL TOP" STACKED LEDGESTONE COLUMN WITH LIGHT FIXTURE (TBD) - KICHLER SOUTH HOPE FIXTURE (MODEL 49475RZ) SHOWN m mm `2 x2' DECORATIVE IRON POSTS, 8'-0" O.C. MAX. NP., ELEVATION REFER TO PLANS FOR EXACT LOCATIONS ELEVATION 3/4" SQUARE (16 GA.) DECORATIVE IRON PICKETS AT 4" O.C. (MEASURED FROM CENTER OF PANEL 6' Iron Fence DDT) 6' Iron Fence with Masonry Columns Plan 3/8" = 1'-0" Plan 3/8" = 1-4- 120' 240 '-0" "�° Development Plan Tract 1131 Thomas Mahan Survey, Abstract No. 1049 i /Existing Zoning: SF1-N.. J / —I / 70.0' Ultimate E. HIGH / Proposed 6' Sidewalk R.O "N 89.36'44" E 415.45'- 15' 15.45'_ 15' LANDSCAPE EASEN}ENT - 7----- ---�I el /I / / Existing Zoning: SF1-A L.U.O.—sous Donsh �,, Hors onUoi AND ST. ,.- J 15' LANDSCAPE EASEMENT - � I 45,782 ng: s.£ 45,169 s.f. I L Existing-ZoniAG— — J �� 1— — — 20.0' IDE SETBAC1) 10' Pedestrian AccesislAr��mdt.� / I w / / of Q 2 m " a 43,582 s. 43,573 s� ���--- IN 9 I I 3�� / 4�3,\583 s.f. II 143_,-569-s:f' - o �F 7--7 8 '-43,565 s.f. T43 60,0 s f� \ Prpposed 5' Sidemalk 5 11 43,596 s.f. / / / 6/ / — — 48;022 Of. 43;7/9`8 f. —/7—--�-- i WEST 386.67' f Existing Zoning: SPI L.U.O. Case #ZA18-0032 Oxford Place Southlake, Tarrant County, Texas SUBJECT Oo`e z PROPERTY Ra E Highland St. ai a E Kirkwood Legend 6' Iron Fence 8' Board on Board w/ Cedar Cap 6' Iron Fence w/ Masonry Columns 6' Masonry Wall Owner: Linda A. Behrends 1749 E. Highland St. Southlake, TX 76092 Engineer: DeOtte, Inc. 420 Johnson Road, #303 Keller, TX 76248 Tel: 817-337-8899 Contact: Richard DeOtte Applicant: Sage Group, Inc. 1130 N. Carroll Ave. #200 Southlake, TX 76092 Tel: 817-424-2626 Contact: Curtis Young Planner: SAGE GROUP, INC. Master Planning Urban Design Architecture Q 0 Landscape Architecture 1130 N. Carroll Ave., Ste. 200 0 Q Southlake, Texas 76092 817-424-2626 26 NOV 18 1" = 60' 0 60' 120' Site Data Summary Chart Existing Existing Proposed Number 45,782 s1i I ,r -------- I 45,169 s.f. L--------- Zoning Land use Zoning -------- I I 10 HHHHNN s.f.j I ----------, i I z 143,573 s.f.` Gross Ac. Ad;°stedcr—Ac. (net Highlaid St. 9 43,583 s.f. I 1 3 I �I 43,569 s.f. (s.f.) 4 (net Highland a.o.v. St. R.O.W. L!------- 43,565 s.f. L J J/ /- I 143,600 s.f. ------- r I ------- 5 I j — 43,596s.f.-/J 48,022 I s.f./ // / \ / 43,798 s.f. \ � i Legend 6' Iron Fence 8' Board on Board w/ Cedar Cap 6' Iron Fence w/ Masonry Columns 6' Masonry Wall Owner: Linda A. Behrends 1749 E. Highland St. Southlake, TX 76092 Engineer: DeOtte, Inc. 420 Johnson Road, #303 Keller, TX 76248 Tel: 817-337-8899 Contact: Richard DeOtte Applicant: Sage Group, Inc. 1130 N. Carroll Ave. #200 Southlake, TX 76092 Tel: 817-424-2626 Contact: Curtis Young Planner: SAGE GROUP, INC. Master Planning Urban Design Architecture Q 0 Landscape Architecture 1130 N. Carroll Ave., Ste. 200 0 Q Southlake, Texas 76092 817-424-2626 26 NOV 18 1" = 60' 0 60' 120' Site Data Summary Chart Existing Existing Proposed Number Average Gross Adjusted Density / Zoning Land use Zoning of Lots Lot Size Acreage Gross Ac. Ad;°stedcr—Ac. (net Highlaid St. (s.f.) (net Highland a.o.v. St. R.O.W. AG Mixed Use R -PUD 11 44,349 12.64 12.17 .91 Legend Proposed 5' Concrete Sidewalk Proposed 6' Concrete Sidewalk Existing 6' Concrete Sidewalk R.O.W. Dedication (E. Highland St.) Common Open Space Residential Lots NOTE: 2 - 4" CAL. SHADE TREES ARE TO BE PROVIDED IN THE FRONT AND REAR YARD OF EACH LOT, BY THE BUILDER/HOMEOVWNER AFTER LOT IMPROVEMENTS. THE PROVIDED LOT TREES SELECTION ARE: LIVE OAK, RED OAK, CEDAR ELM AND/OR CHINESE PISTACHE. I24" Landscape Master Plan / Existing Zonilg: SF1-A G�o�o0�0 15' LAN ASEN ENT 1S PE SE I _ 45,782 s.f. 45,169 s.f. L Existing -Zoning; AG— — — J -To_o S�IDE SETBAC«1�/), —_ — 2 5il:r 43,582 s. j o 43,573 s.f � \ 43,583 s.f. I �� �I 43_,-569-s:f. \ v� WL-- --\ 1 X43,565 s.f. 143 60,0 s� -- —\ — — _ \ " so ed S�Sid flk — — —\7 511 / — 43,596 Q)*- 4� 622 Of. z43;798 .f. 7- 7777 78.62 / Existing Zoning: SPI L.U.O.—PuNh 'Sofflo MR6 �l Oxford Place Southlake, Tarrant County, Texas SUBJECT Oo`e z PROPERTY Ra E Highland St. E kirkiyood B/d z Owner: Linda A. Behrends 1749 E. Highland St. Southlake, TX 76092 Engineer: DeOtte, Inc. 420 Johnson Road, #303 Keller, TX 76248 Tel: 817-337-8899 Contact: Richard DeOtte Applicant: Sage Group, Inc. 1130 N. Carroll Ave. #200 Southlake, TX 76092 Tel: 817-424-2626 Contact: Curtis Young Planner: SAGE GROUP, INC. Master Planning Urban Design Architecture Q 0 Landscape Architecture 1130 N. Carroll Ave., Ste. 200 0 Q Southlake, Texas 76092 817-424-2626 Tree Canopy Coverage Total site area Total existing canopy 550,767 s.f. 39,880 s.f. --> 7.24% Preserved tree canopy (green) 28,877 s.f. --> 72.41% Possible preserved tree canopy (yellow) 4,857 s.f. --> 12.18% Removed tree canopy (red) 6,146 s.f. --> 15.41% 39,880 s.f. -> 100.00% Legend Preserved Tree Canopy Possible Preserved Tree Canopy Removed Tree Canopy ML "�"T ree Conservation Analysis Tract 1131 Thomas Mahan Survey, Abstract No. 1049 Existing Zoning: SF1-A/ / / IC \N 89-36'44' E H5.4A Existing Zonilg: SF1-A L.U.O.—sous 0onsh�,, »soIQon Uoi HLAND ST. X15' LANDSCAPE EASENkENT 15' LANDSCAPE _ T / 15 LANDSCAPE EASEMENT _ _ 45,782 s.f.) 45,169 s.f. Q/ L E��,istin tonin : AG — � �,h� / 20.0' SIDE SETBAC .) —/ / —\— ��1 \ Tt 2 V fag 43 582 s. 43 573 semv od 9 I I 3v N v \ o / 4�3,\583 s.f. I _ _43_,_569-sf. , -- – –�I 8 X43,565 s.f. T43 660 s��\ v / F/17 /� 1 / � p 04 43,596 s.f. 04 7-- z z ( C) — I-48;022 syf i //i / 4798 /f 6 / ♦ u /I C7 / / v WEST 386.67' / v Existing Zorfng: SPI Case #ZA18-0032 Oxford Place Southlake, Tarrant County, Texas -2, ol 006. M Rational Method Runoff Calculations (EXISTING) FINISHED FLOOR Area No. Area (AC) Description 'C' Value Tc (Min) 110 (IN/HR) Q10 (CFS) 1 100 (IN/HR) Cf (100) Q 100(CFS) EX -A1 1.6 Mixed Calculated 0.61 15 5.53 5 7.98 1.25 10 EX -A2 13.2 Unimproved 0.30 20 4.83 19 7.05 1.25 35 EX -131 1.0 Unimproved 0.30 15 5.53 2 7.98 1.25 3 EX -132 0.7 A-43 RES. 0.51 15 5.53 2 7.98 1.25 4 EX -C 0.7 A-43 RES. 0.51 15 5.53 2 7.98 1.25 4 EX -D 1.8 Unimproved 0.30 15 5.53 3 7.98 1.25 5 EX -E 1.0 A-43 RES. 0.51 15 5.53 3 7.98 1.25 5 DP -A 13.2 Unimproved 0.30 20 4.83 19 7.05 1.25 35 DP -B 1.7 Mixed Calculated 0.39 15 5.53 4 7.98 1.25 7 DP -C 0.7 A-43 RES. 0.51 15 5.53 2 7.98 1.25 4 DP -D 1.8 Unimproved 0.30 15 5.53 3 7.98 1.25 5 or / E 1 5' CUR . ch' 3'x3' ET df \UAtL xb �- - \ 4 40 J-1 ZA x 10 CURB - - INLET EX B1 -: 10iAel -� D EX -D v - - �ado- ' \ \ \ \ \ \ \ �\ EX -B2 l \ \ \ \ 627 \ \ ' 0.7 4 i \ 629 I / \ �„ •r � IIS -� I I I EX- E \ v lisp _� �/� ` 1.0 5� -- - I 4$j 634 SEX --A2 i it EX -A 1 13.2 35 1.6 10 I � � Lal I I I !I I I � I I f ` _ ` 1 1F d pip dp 4P db [AI .r i L: e Ap 0 4F Sp 11110 0 50 100 200 ( IN FEET ) 1 INCH = 100 FT z _ F OVF FINISHED FLOOR TP = z TI = TOP OF INLET U) GUTTER G = FINISHED GRADE E. HIGHLAND TOP OF WALL J SITE m BOTTOM OF WALL FL = FLOW LINE "111111110-- FLOW DIRECTION Q ~' o _l GRADING LEGEND FF = FINISHED FLOOR TP = TOP OF PAVEMENT TI = TOP OF INLET GT = GUTTER G = FINISHED GRADE TW = TOP OF WALL BW = BOTTOM OF WALL FL = FLOW LINE "111111110-- FLOW DIRECTION DRAINAGE AREA DIVIDE EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR 600 PROPOSED MAJOR CONTOUR 601 PROPOSED MINOR CONTOUR ® ® EXISTING DRAINAGE AREA - - EXISTING FLOWPATH ✓�� FLOW DIRECTION DRAINAGE AREA LABEL C-2 0.52 0.2 0100 (CFS) AREA (AC) 1 DESIGN POINT OINLET DESIGNATION NOTES: 1. FINAL CALCULATIONS TO BE PROVIDED WITH FINAL • U� 0 0 w z 00 w111 c7 azo M v � � V CZ a W 4 V v oo O w Q a a n C� G Q W U^ 0� W Q X Q U w w Q ~' o Q W Z 0 Q OLjL L.L I V O z c) U) X W e- BENCHMARKS: PRIMARY BENCHMARK: XXX ELEVATION: XXX CITY BENCHMARK #X: XXX. ELEVATION: XXX U) W H w Y Q H O 0 Z Q d- 0 Z z ENGINEERING PLANS 2. CRITERIA BASED ON CITY OF FORT WORTH ISWM CRITERIA MANUAL FOR SITE DEVELOPMENT AND CONSTRUCTION. (LATEST EDITION) 3. DOCUMENTATION AND SUPPORTING CALCULATIONS FOR DETENTION ASSESSMENT TO BE PROVIDED BY SEPARATE REPORT. 4. FINAL ENGINEERING REVIEW AND COORDINATION MAY RESULT IN MINOR ADJUSTMENTS TO THIS PLAN 5. EXISTING INLETS AT DESIGN POINTS (CARROLL MIDDLE SCHOOL) ACCEPT FLOW FROM SITE VIA EXISTING DRAINAGE EASEMENTS. a' W W U) W H W Q LL O 0 LL U) z LU W 0 DOI No. 201711800 0 O 00 T 0 N O EX DAM CITY CASE NO. ZA18-0032 0 TRACT 3A 01 _! i FRANCI INST ZC% 1. FINAL CALCULATIONS TO BE PROVIDED WITH FINAL ENGINEERING PLANS 2. CRITERIA BASED ON CITY OF FORT WORTH ISWM CRITERIA MANUAL FOR SITE DEVELOPMENT AND CONSTRUCTION. (LATEST EDITION) 3. DOCUMENTATION AND SUPPORTING CALCULATIONS FOR DETENTION ASSESSMENT TO BE PROVIDED BY SEPARATE REPORT. 4. FINAL ENGINEERING REVIEW AND COORDINATION MAY RESULT IN MINOR ADJUSTMENTS TO THIS PLAN 5. EXISTING INLETS AT DESIGN POINTS (CARROLL MIDDLE SCHOOL) ACCEPT FLOW FROM SITE VIA EXISTING DRAINAGE EASEMENTS. 01 0.2 1 2 -- \ I I / \ / wV / W/ 55 �v / LOT 9 / VILLAS 6RhSOL I / INST No. D21305�4�6- I / D.R.TC.T. ZONING SF7-A Q0 I I I I I I I 43,567f-' GO T �r�� �I• 1 --- � 1� 10 UTILITY EASEMENT U PROP. 24" RCP \ \ J / \ �\ \ 1'5' UTILIT\ N - 0.1 4 10 CURB INLETS / \ \ I l -- \ 6�s ��� \ \� \ \\ 00 EA)5�MENT i67 / / , j" go\ \\ \\ \\ D2111,g7455 \ P. R. T CNT 10' UTILITY � �6 I EASEMENT 15' DRAINAGE EASEMENT LOT 45,165 SF FINISHED FLOOR ■ TOP OF PAVEMENT I W Area (AC) Description 'C' Value Tc (Min) W Q10 (CFS) 1 100 (IN/HR) I OC 01 0.2 Pavement 0.88 15 5.53 1 7.98 1.25 2 02 1.4 Mixed Calculated 0.61 15 5.53 1 7.98 1.25 z 03 6.4 Unimproved 0.30 I\ 4.83 9 7.05 1.25 17 I 2- A-21 RES. 0.52 15 5.53 4 a 1.25 8 A-2 5.3 A-21 RES. 0.52 15 5.53 15 Q 1.25 �04 N B-1 W A-21 RES. IN LOT .36 5.53 4 7.98 ROOP NO. 1517 ADDI TI (_ I 7 C-1 d VST. NO. D2161594_, 0.52 5.53 D.R.TC.T I 7.98 1.25 ' ZONING: SF1-A 0.9 A-21 RES. 0.52 5.53 3 7.98 1.25 5 E-1 1.3 _ 0.52 Ej 5.53 4 7.98 1.25 7 -- \ I I / \ / wV / W/ 55 �v / LOT 9 / VILLAS 6RhSOL I / INST No. D21305�4�6- I / D.R.TC.T. ZONING SF7-A Q0 I I I I I I I 43,567f-' GO T �r�� �I• 1 --- � 1� 10 UTILITY EASEMENT U PROP. 24" RCP \ \ J / \ �\ \ 1'5' UTILIT\ N - 0.1 4 10 CURB INLETS / \ \ I l -- \ 6�s ��� \ \� \ \\ 00 EA)5�MENT i67 / / , j" go\ \\ \\ \\ D2111,g7455 \ P. R. T CNT 10' UTILITY � �6 I EASEMENT 15' DRAINAGE EASEMENT LOT 45,165 SF GRADING LEGEND FF = FINISHED FLOOR Rational Method Runoff Calculations (PROPOSED) TOP OF PAVEMENT TI = Area No. Area (AC) Description 'C' Value Tc (Min) 110 (IN/HR) Q10 (CFS) 1 100 (IN/HR) Cf (100) Q 100(CFS) 01 0.2 Pavement 0.88 15 5.53 1 7.98 1.25 2 02 1.4 Mixed Calculated 0.61 15 5.53 5 7.98 1.25 8 03 6.4 Unimproved 0.30 20 4.83 9 7.05 1.25 17 A-1 1.5 A-21 RES. 0.52 15 5.53 4 7.98 1.25 8 A-2 5.3 A-21 RES. 0.52 15 5.53 15 7.98 1.25 27 B-1 1.4 A-21 RES. 0.52 15 5.53 4 7.98 1.25 7 C-1 1.0 A-21 RES. 0.52 5.53 3 7.98 1.25 5 D-1 0.9 A-21 RES. 0.52 5.53 3 7.98 1.25 5 E-1 1.3 A-21 RES. 0.52 Ej 5.53 4 7.98 1.25 7 F-1 0.1 A-21 RES. 0.52 15 5.53 0 7.98 1.25 1 DP -A 13.2 Mixed Calculated 0.41 20 4.83 26 7.05 1.25 48 DP -13 1.4 A-21 RES. 0.52 15 5.53 4 7.98 1.25 7 DP -C 1.0 A-21 RES. 0.52 15 5.53 3 7.98 1.25 5 DP -D 0.9 A-21 RES. 0.52 1 15 1 5.53 3 7.98 1.25 5 GRADING LEGEND FF = FINISHED FLOOR TP = TOP OF PAVEMENT TI = TOP OF INLET GT = GUTTER G = FINISHED GRADE TW = TOP OF WALL BW = BOTTOM OF WALL FL = FLOW LINE Q � f G- --- -- LOT 1, BLO(- _ A CARROLL ISD NO 7 ADDrTFON �6 � � _ _� � wV - VOL. 12976, PG 72 EX 3'x,�'-- �� EX 6x6' - -D. R. T G r 'Y' INLET \ 15� �i�l TY E% SEMEN T wV Di I- C --v v - -INLET- - 8"w / zoN1N� �� �: �2 / 11 1455 5' UTILITY ESM T i 'Y' INLET P. R. T C. T. �� D211181455 8''w VV �, w 8„W 8„W 8\,w P. R. _ _ T C. T w 1001111- � -� v� y, UTILITY FLOW DIRECTION 0 20 40 80 ( IN FEET ) 1 INCH = 40 FT ,625 \ \ -� EASEMENT \ IC i � rc- EX f0' CURB INLET 1rB - v E 630 1.5 8 1 c) V I / / v L \ \ v \ I``' 43,5 SFr"w O / / / I _ _ LOT v A \ I �/ / / LOTI 43,550 V V v 0.9 5 / 43,563 SF 1 I - -/ / \ \I\ \ \ \ \ \ \ LOT t i / DU � I I z z I \ I� i \ I i I � I I z z I \ 600 i \ PROPOSED MINOR CONTOUR I \ - EXISTING FLOWPATH E. HIGHLAND FLOW DIRECTION SITE M W D 00 I/ \ 15' WATER \ V \ \ _ EASEMENT \ LOT 1, BLO'K 1 CARR O� 12976 Pc AD.R.T.C.T ZD\NING: SPI // / I \ \ \ \\ \\\ \ L 48,011 SF \ \ \ \ \ 1 \ \ \ \\ \ \ A2 1 I I I I / I I (l I \ \\ \\ \ E- 1 \\I III I \ --I I I , I 11 \ - -- I 5.3 27 / I I I I v I v v 1.3 7 III I I I I 1 \ \ III 1 \■ \ \ \ - N 1 15' DRAINAGE 2'X2' DROP INLET , I 4t*�� �\ EASEMENT - 10' UTILITY / 11 \ V A\ EASEMENT / A V / - -LT- -7- ---- - --- - 1 L LOy1; BLOCK 5' UTI 5 / 4 TEWA'' CHURCH - 114 CA�EUS / \EASEMENITti' T C_ DOC N0. 021000x156 i l I s36, O -3 -ZONING.- NRPUD OL% - l \ 6.4 17 / 0 1 v v 1 1.4 8 LU � I EXISTING MAJOR CONTOUR z z I \ 600 I \ PROPOSED MINOR CONTOUR I \ - EXISTING FLOWPATH E. HIGHLAND FLOW DIRECTION SITE M W D 00 z \ 15' WATER \ V \ \ _ EASEMENT \ LOT 1, BLO'K 1 CARR O� 12976 Pc AD.R.T.C.T ZD\NING: SPI // / I \ \ \ \\ \\\ \ L 48,011 SF \ \ \ \ \ 1 \ \ \ \\ \ \ A2 1 I I I I / I I (l I \ \\ \\ \ E- 1 \\I III I \ --I I I , I 11 \ - -- I 5.3 27 / I I I I v I v v 1.3 7 III I I I I 1 \ \ III 1 \■ \ \ \ - N 1 15' DRAINAGE 2'X2' DROP INLET , I 4t*�� �\ EASEMENT - 10' UTILITY / 11 \ V A\ EASEMENT / A V / - -LT- -7- ---- - --- - 1 L LOy1; BLOCK 5' UTI 5 / 4 TEWA'' CHURCH - 114 CA�EUS / \EASEMENITti' T C_ DOC N0. 021000x156 i l I s36, O -3 -ZONING.- NRPUD OL% - l \ 6.4 17 / 0 1 v v 1 1.4 8 LU F. O OAF 600 EXISTING MAJOR CONTOUR z z EXISTING MINOR CONTOUR 600 D U) 601 PROPOSED MINOR CONTOUR Q EXISTING DRAINAGE AREA - EXISTING FLOWPATH E. HIGHLAND FLOW DIRECTION SITE M W D 00 z sy Q 0 Q DRAINAGE AREA LABEL C-2 0.52 0.2 O,00 (CFS) AREA (AC) 1 DESIGN POINT EINLET DESIGNATION w DRAINAGE AREA DIVIDE 600 EXISTING MAJOR CONTOUR 607 EXISTING MINOR CONTOUR 600 PROPOSED MAJOR CONTOUR 601 PROPOSED MINOR CONTOUR Q EXISTING DRAINAGE AREA - EXISTING FLOWPATH FLOW DIRECTION DRAINAGE AREA LABEL C-2 0.52 0.2 O,00 (CFS) AREA (AC) 1 DESIGN POINT EINLET DESIGNATION w v! 0 W Q 0 W Z Q Q 0. W D 00 O. Q 0 Q L x z 0 D 0 w LU r BENCHMARKS: PRIMARY BENCHMARK: XXX ELEVATION: XXX CITY BENCHMARK #X: XXX. ELEVATION: XXX W u.i Y J O 0 Z Q rZ 0 Z Q Z_ CI O H U) W W U) z LU O 1--- 3:f- W U �0U LLI wUw� C) �o Z 0 a- _j oo� Z Nod °,0, Ld ZZwcrn\ LL O W -o- X moo O oNz Z O =zO� m o LL HQmmOfO U) H Z w W O M 0 - DUI No. 201/11800 0 00 T CD N 6 DAM z CITY CASE NO. ZA18-0032 0 CONNECT TO EX SSMH V I TRACT 3A07.17A, ABSTRACT 7577 FRANCIS TROOP SURVEY INST NO. D272098539 D. R. T C. T ZONING: SFl-A LOT 36 THROOP NO. 1511 ADDI TI ' INST NO. D27675-94_57 D.R.TC.T ZONING: SFT -A I I CONNECT TO EX 6" WATER II II I II I 1 1 )j I — -- — I- W 18"Y LOT 9 VILLAS DEL SOL INST NO. D213051436 D.R.TC.T. ZONING. SF7-A I I \ \ LOT 7, BLOCK 1 CARROLL ISD NO. 7 ADDITION VOL. 12976, PG. 72 / \ D.R.TC.T / ZONING: SP7 / NOTES: 1. ALL SEWER LINE SHALL BE SDR -35 PVC. 2.ALL WATER PIPE SHALL BE SDR -18 C-900. 3. ALL CONSTRUCTION SHALL BE IN CONFORMANCE WITH THE CITY OF SOUTHLAKE STANDARDS FOR PUBLIC WORKS CONSTRUCTION. 4. ALL SEWER SERVICES ARE PRIVATE. 5. ALL WATER SERVICES ARE PRIVATE FROM THE BUILDING TO THE METER AND PUBLIC FROM THE METER TO THE WATER MAIN. 6. ALL WATERLINE SHALL HAVE A MINIMUM 2' VERTICAL CLEARANCE FROM DRAINAGE STRUCTURES AND SEWER SERVICES. 7. THE LOCATION OF EXISTING WATER AND SANITARY SEWER UTILITIES ARE APPROXIMATE. FINAL ENGINEERING REVIEW AND COORDINATION MAY RESULT IN SOME MINOR ADJUSTMENTS TO THIS PLAN. 8. ALL WATERLINE SHALL BE INSTALLED WITH A MINIMUM COVER OF 42" UNLESS OTHERWISE NOTED OR EXPLICITLY APPROVED BY THE CITY ENGINEER. 9. FIRE HYDRANTS SHALL BE PLACED WITH STEAMER NOZZLE AT LEAST 3' BEHIND BACK OF CURB. 10. PRIVATE SANITARY SEWER SERVICES NEED A PLUMBING PERMIT AND MUST BE INSPECTED BY BUILDING INSPECTIONS PRIOR TO BURIAL. 15' UTILITY EASEMENT v WV WVL 8„W 8„W 8„W v P.rl F T. C. T, W� 5' UTILITY ESM \ � P. R. T C. T. / � � \ v D217187455 0 20 40 80 ( IN FEET ) 1 INCH = 40 FT / —8„W �\ 8"W 8''w 8"w 8 W\b� P. R. T.C.T \ \\----------------------- \ I I \ I \ \ \ EASEMENT I \ 15' DRAINAGE / \ / I EASEMENT / 400 FH RADIUS (TYP.) / LOT LOT / 43,563 SF 567 SF I� \ Ii 45,782 SF I I I LOT II I � 43 43,574 SF I 1 / I 15' DRAINAGE I I I EASEMENT I I I —r—---------------------------------�L—�--------�— I \ \ T 43_.594SF \ \ )► / / / / 10' UTILITY EASEMENT 15' WATER EASEMENT 6"W 15' UTILITY EA SEMEN T D217187455 P. R. T C. T I I LOT 1, BLOCK 7 \ CARROLL ISD NO. 7 ADDITION V VOL. 12976, PG. 72 \ D.R. T C. T \ ZONING: SPI / 400' FH RADIUS 10' UTILITY (TYP.) I I / EASEMENT 8"W / 5' UTILITY LOT 1, BLOC \ GATEWAY CHURCH -� \ / EASEMENT C. C. DOC NO. D270005 X56 D. R. T C. T ZONING: NRPUD / z x F. O LINE PROP. z z 0 PROP. SEWER MANHOLE PROP. SEWER LINE E. HIGHLAND CULVERT "44SITE m ffiR��iOOO EXIST. WATER � - Z. MAIN sy \ 4o w W C �J r,r O Q z LL X �00 _j VJ NW N I \ / I \ \ T 43_.594SF \ \ )► / / / / 10' UTILITY EASEMENT 15' WATER EASEMENT 6"W 15' UTILITY EA SEMEN T D217187455 P. R. T C. T I I LOT 1, BLOCK 7 \ CARROLL ISD NO. 7 ADDITION V VOL. 12976, PG. 72 \ D.R. T C. T \ ZONING: SPI / 400' FH RADIUS 10' UTILITY (TYP.) I I / EASEMENT 8"W / 5' UTILITY LOT 1, BLOC \ GATEWAY CHURCH -� \ / EASEMENT C. C. DOC NO. D270005 X56 D. R. T C. T ZONING: NRPUD / z x F. O LINE PROP. z z 0 PROP. SEWER MANHOLE PROP. SEWER LINE E. HIGHLAND CULVERT "44SITE m ffiR��iOOO EXIST. WATER � - Z. MAIN sy \ 4o w I C(` -CI Irl, PROP. WATER LINE PROP. FIRE HYDRANT PROP. SEWER MANHOLE PROP. SEWER LINE PROP. CULVERT W EXIST. WATER MAIN EXIST. SEWER MAIN z U) �— W Q >< � U W J W C �J r,r O Q z LL X �00 _j VJ NW N r BENCHMARKS: PRIMARY BENCHMARK: XXX ELEVATION: XXX CITY BENCHMARK #X: XXX. ELEVATION: XXX w L Y J 0 0 z 0 Q rZ DZ z Z 0 0 W W U) z Lu O Q3: F_ W U LL,F N i �0N LLI wOw� U ~a�No Q Z0a- 0 J L�o OLS � \ (f) Z T� � Ld F— F- ft \ O LL w - d X moo 0 Uz clNz Z O =z� N0LL HQmm(h0 U) H Z W w O UUI No. 201/11800 0 00 O CV O UTIL z CITY CASE NO. ZA18-0032 0 LOT I S EGRWC, INC. LAND5CAPE CURB LOW STONE STONE PEDESTAL EAST HIGHLAND STREET THE ENTRY PLAN CONCEPT LOT I I STONE SCREENING WALL DARK STONE SIGN WALL LOW STONE WALL < OMF \TONE PEDESTA N • '� �err o . �.� �" ' - ' •� m i : `�r � � - � • . - . . oma. F(4cr 4 s; MARBLE GLACIER BLACK LEDGESTONE THREE RAIL ORNAMENTAL METAL FENCE FENCE - G' HIGH IMPERIAL LEDGE STACK CLASSIC SPLIT - FACED LEDGESTONR STACKED LEDGESTONE COLUMNS WITH LIGHT FIXTURE HARD S CAPE MATERIALS SAGE GROUP, INC. Master Planning 1 1 Urban Design J Architecture ndca rchicture La Q O 0 O 1130 N SCarroll Avete Ste 200 Southlake, Texas 76092 TEL: 817-424-2626 FOR