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Item 6B - PlansKIRKWOOD BLVD i STILL WATER COURT : 5 CONCRETE SIDEWALK I 2 / 1 1 ' 23,728 s.f. 7/ 23,198 s.f. I 7 i 5 I I 0,273: I 6 i 1 20,211 s.f / I I I---- O O Z Wall /Of-Fenc Legend Retain existing fence 6' Ornamental Iron Fence 6' Masonry Wall 3 I � I 26,903 s.f 4 ��-- �� 31,778 s.f. 1 < 1 � I � I I I L--------I e Diagram 1y4" SQUARE (14 GA.) DECORATIVE IRON TOP & BOTTOM RAILS, SPACED AS SHOWN 3" x 3" X Y2" DECORATIVE IRON POST CAPS, "PYRAMIDAL TOP" 2"x2" DECORATIVE IRON POSTS, 8'-0" O.C. MAX. TYP., REFER TO PLANS FOR EXACT LOCATIONS 3/4" SQUARE (16 GA.) DECORATIVE IRON PICKETS AT 4" O.C. (MEASURED FROM CENTER OF PANEL OUT) 6' Ornamental Iron Fence Engineer: Icon Consulting Engineers, Inc. 2840 W. Southlake Blvd, Suite 110 Southlake, TX 76092 Tel: 817-552-6210 Contact: Clayton Redinger, P.E. Owner / Applicant: DeCavitte Properties Phone: 817-946-0346 Contact: Dean DeCavitte Planner: � 0 0 25 AUG 21 1" = 40' SAGE GROUP, INC. Master Planning Urban Design Architecture Landscape Architecture 1130 N. Carroll Ave., Ste. 200 Southlake, Texas 76092 817-424-2626 Site Data Summary Chart Existing Existing Proposed Number Average Density- Total Zoning Land Use Zoning of Lots Lot Size DU/Gross Acreage (s.f.) Acre AG Medium Density SF-20A 6 24,348 0.6248 3.749 ac Residential GATEWAY LAKES PARK 13.26 AC L.U.0. = MMED USE Zoning: AG KIRKWOOD BLVD L.U.Do = M RE0 USE Zoning:SP1 L.U.Do = MM[2 USE Zoning: SP2 Notes: -Front Setbacks are 35' Typical, except where noted. -Rear Setbacks are 40' Typical -Side Setbacks are 15' Typical, 15' street side setback on corner lot Zoning: SF20A Zoning: SF20A L.U.B. MENUM CURB INLE STILL WATER COURT RIMELEV.=580.28' N 43"41 16" E THROAT ELEV.=579.23' STILL WATER COURT FL 18" RCP N=576.48' 8.52' — 5' CONCRETE SIDEWA N 88"08'30" E 565.09' (so' R.o.w. 4��r2 583 124' S66 585 584 __sa�_ �G� 86� CURB INLET/SDMH RIM ELEV.=592.37' THROAT ELEV.=591.40' FL 18" RCP W=587.72' �4.1' W w Q � ^d- J W J � Q , 4 T� z zl � 94.1' N -.4- I o N 1 ' U.E. a r X =)V) z a 10' LAND k BUFFER YP ft EASEMEN" 0 Ala 35' FRONTS /'�VN saa --- -----I r — I / I �� 1 2 0.140 ACIO0�� m I 239728 s.f. kOC. N .DDD21C194t55,5198 s. . s90 I a, Ulu 3.749 A S D.R. . T. �o_I ISs' I 1 0 Sss M LC P2A 592 I I S T. I C� ' a� �Ss4 40' RE E CK 142' 20' 15' S E SETBACK Y S / �L�Up, V \ N N / -�" w I w �/ o Ulu 20,211 s f. 1 ' I 5' SIDEWA & Zoning: SF20A I I � / 10' U.E. 7.5' U.E. OC. NO. D206258413 7.5' U.E. P.R.T.C.T. C. NO' D206258413 / P.R.T.C.T. — —.— —i — 211' 15' IDE SETB CK — — Ile I �I W ILLO 50' DO ZZ O ter, 26;f03�s. I in M J Ia I 231 ` I / \ SF • �N \ /I w I �� — — w ITY ASEM T o A `� O OVE EAD UTILITY 1 KEN 171' 10' MATCH E) 40' R.0-Vj - 0' ti / 10' U.E. OC. NO. D212055463 P.R.T.C.T. 10' LANDSCAPE I C BUFFER YARD ESMT. DOC. NO. D212055463 P.R.T.C.T. 10 U.E. 5' P.A.E. �y i �J h 20,2,�/3 s.f.� , / I 1 0 IDE SETBS 210' O N W 5' DEWALK & W 577.10' nuUTILI � ��463 �n R.O.W. M H EXISTDD o .c.T. �o�o— LIVIJEMUI1VI1 40' R.O.W.1 5' P.A.E. 5 P.A.E. \ oc. p�a,��i N0. D212055463 ILPJI� P.R.T.C.T. C) 10' U.E. 0 U 1 p NP.R.DTCT055463 ( 10'j-- 10' U.E. Zoning: R1 ~o 0 5' 5' P.A. E. Q) _ S H _ .5 77 FL 6" PVC=(11N3S79W' E' L T D FL 8" PVC SE(OUT)=579.11, O V A L COURT 4 31, 78 s.f. AID L) Do Ulu LoDoDo—LOoM o f G I I nn FN'q' 7W 10' U.E. \ I L VERNEABi-TI TY LINE NO WITHIN APPARENT 15IDE S TBAC EA L.U.B. MENUM Option A i i i i i i i i i i i Zoning:SF-IA i i L ' Cn Zonin :SF -IA g 00 ' W ' w �CO N ' Q Lo Ln O N D � E�1 M � GO Zoning: SF-1 A Case No. ZA21-0058 Samuel Freeman Survey, Abstract No. A-525, Tract 5A03, City of Southlake, Tarrant County, Texas Southlake, Tarrant County, Texas 5' CONCRETE SIDEWALK .. STILL WATER COURT / IRKWOOD BLVD �— r-------- = I I �\ �D I I I 2 / 1 1 I 26,903 s.f. Z w I 1 1 23,728 s.f. I 23,198s.f. I I I 31,778s.f I Z 1 -'' 5 20,273 s.f. I I 20,211 s.f. I 1 I I L--------I 1 Z I I I I i COTS ' COURVAL�� T I I Wall Fence Diagram Legend Retain existing fence 6' Ornamental Iron Fence 6' Masonry Wall 1Y4" SQUARE (14 GA.) DECORATIVE IRON TOP & BOTTOM RAILS, SPACED AS SHOWN '3" x 3" X Y" DECORATIVE IRON POST CAPS, "PYRAMIDAL TOP" 2"x2" DECORATIVE IRON POSTS, 8'-0" O.C. MAX. TYP., REFER TO PLANS FOR EXACT LOCATIONS 3/4" SQUARE (16 GA.) DECORATIVE IRON PICKETS AT 4" O.C. (MEASURED FROM CENTER OF PANEL OUT) 6' Ornamental Iron Fence Engineer: Icon Consulting Engineers, Inc. 2840 W. Southlake Blvd, Suite 110 Southlake, TX 76092 Tel. 817-552-6210 Contact: Clayton Redinger, P.E. Owner / Applicant: DeCavitte Properties Phone: 817-946-0346 Contact: Dean DeCavitte Planner: 30JUL 21 ill =40' SAGE GROUP, INC. Master Planning Urban Design Architecture Landscape Architecture 1130 N. Carroll Ave., Ste. 200 Southlake, Texas 76092 817-424-2626 Site Data Summary Chart Existing Existing Proposed Number Average Density- Total Zoning Land Use Zoning of Lots Lot Size DU/Gross Acreage (s.f.) Acre AG Medium Density SF-20A 6 241348 0.6248 3.749 ac Residential KIRKWOOD BLVD �1 LJ \J 111118 . ICJ J - JAD Land ' Manaaemen- r� Notes: -Front Setbacks are 35' Typical, except where noted. -Rear Setbacks are 40' Typical -Side Setbacks are 15' Typical, 15' street side setback on corner lot f . oniNoro n 20A Zng.:S A _ F . 1.27 AC 03C Dan Dinh Nguyen k H Amo§, Jr.ry De4*1mes Janke os Loan Thl �Vgo Kathy D a 1 F20A i DE*Sn � RES DQ1�. � � �' Thomas tZ _ I Rebecca Walt EL 5' C SIDEWALK / -�r.5' U. N 43°41'16" E 28.52' ., Zo,ling: SP '� MJ � A Frith Properties ..,' uVithraim RO'LANDSA BUFFER YAR EASEMEN 4 lake LLC ML Option A I/ -N / r� f. dr • Il /1 • • k ` ( , • • • • - - • A , 0*1W • I `• I /;Ek r L.U.D. ��:� �I•-�. ,� • i _ .1jF��I�F TIAI - 1 • I/ - /r 1 ,: .. DE SITY RESIDE TIAL L.U.f1',- 'Af , • �r— � 1 RESIDEt�TIA � J �) �� — u • ► _ _j / WIN- �� _ s DENSITY RESIDE T. �. �• ��i ,C, •• � . y _ �, � t �/\ � �/s L.U.Q. t�lU �f � l / �. -, � \��,�DE SITY 'ESIDENTlAI� �� • ��/ Ti �r 0058 Samuel Freeman Survey, Abstract No. A-525, Tract 5A03, City of Southlake, Tarrant County, Texas Southlake, Tarrant County, Texas Tree Canopy Coverage Total site area 163,306 s.f. Total existing canopy 49,494 s.f. --> 30.31% Preserved tree canopy (green) 31,669 s.f. --> 63.99% Possible preserved tree canopy (yellow) 10,104 s.f. --> 20.41% Removed tree canopy (red) 7,721 s.f. --> 15.60% 49,494 s.f. -> 100.00% Legend Preserved Tree Canopy Possible Preserved Tree Canopy Removed Tree Canopy Applicant: DeCavitte Properties Phone: 817-946-0346 Contact: Dean DeCavitte Planner: 30JUL 21 ill =40' SAGE GROUP, INC. Master Planning Urban Design Architecture Landscape Architecture 1130 N. Carroll Ave., Ste. 200 Southlake, Texas 76092 817-424-2626 City of Southlake < \ _ N 43 41'16" E N 2�- 52 KIR-KWOOD 1 BLVD r r ` 4.1 - JAD Land l / Management LLC Series 1 I /- 1 J J & A Frith / Properties r 4.1'--ram" Option A 0 �- \ 1 0.92 AC 1 \ � 1.27AC \\ --Dan-Di n h A n 1 I << r f1 James H Amos, Jr. / � � � - .., Janice Amos � Lod hicf��,�, � � I ` � ( I�� l �� sly I I 1.01 AC y a Wa Th mI� I I � o a �I f� L— I � � I Rebec a W ttzz� I 0.69 A 5 CONCRETE SIDEWALK 7.? U.E. Peter AzaMc- I / I I v f \� STILL WATER COURT / — I/ I N 88 *08'30" E 565. 09' L- — — — r `SIN '� -------- — — �zo I 26 90�3� � 2 0,35 �,`I' 2-3- 728-sf. 1 ,J / I l 23,198 s.f. L I _ ` � �Q Peter AzamarAs i A Cf) j /31,7>78 . f. I � ` r � Y, / �Ir - 20,273 s.f. 20121ll s.f. < � SIDEWALK _ ...� � ,�S' — ,—UTILITY EASEMENT }��_ y I �� I — — — — / y / 1 J / l / % l I All 00 _ndy4i far Oz es � I / N J 88 5 t`f )I I � %\ f l / I i \ — r SIDEWAL &utJake�o10I USE. 10' \1 /UTILITY EASEMENT7 J// �U� 10 10 I aII 0.41 AC f / r / / I 0.27 AC 5 I 10 LANDSCAPE � �� I I /I S �\ 1\ Paul G. D01 I S` f � � \ BUFFER YARD l r` Gregory B. Asher', U.E. �J ( f wj EASEMENT �I Y ) ) I r ) I I �I ll � . r 1�\ \ A.E. J & A Frith I Properties 9 rl C O T s W 1 1 1 OLD �� S uthl ke LL 1 1 �� VA L \ r a C I �� 10 U.E. L E \ I(l v 1 �� Y \ Q I J `/ / 5 P.A. E. ` J 3 0 r�4 03 AC Gary Denman Kathy Denman i Preservation Analysis Case No. ZA21-0058 Pem rton Samuel Freeman Survey, Abstract No. A-525, Tract 5A03, City of Southlake, Tarrant County, Texas Southlake, Tarrant County, Texas LEGEND NAME DRAINAGE AREA LABEL A�Ql FLOW ARROW (POST -PROJECT) DRAINAGE DIVIDE 501 EXISTING CONTOUR MINOR 500- - EXISTING CONTOUR MAJOR RATIONAL METHOD RUNOFF CALCULATIONS (EXISTING) AREA NO. AREA(AC) DESCRIPTION C' VALUE Tc(MIN) 11 (IN/HR) 01 (CFS) I10 (IN/HR) Q10 (CFS) 1100 (IN/HR) 0100 (CFS) OA 0.8 RES (A-21) 0.52 15 3.23 1 5.34 2 8.02 3 A 1.1 UNIMPROVED 0.30 15 3.23 1 5.34 2 8.02 3 B 2.7 UNIMPROVED 0.30 15 3.23 3 5.34 4 8.02 6 DP -A 1 1.9 1 MIXED 1 0.39 1 15 1 3.23 1 2 1 5.34 4 8.02 1 6 i i 0 15 30 60 ( IN FEET ) 1 INCH = 30FT J J Q m 12 Y Z k __ - klRkw0Op RAINTREE < �_ SITEPW GREENBOUGH � ROLLING to 0 = S.H. 1114 VICINITY MAP SCALE: 1 " = 2000' Option A ,wr,. . - I ,/ _/ - t ( � 0 - , I a a / 1 -- - '� t / 1 / ' _ - . / � _ / / \ I 1A \ � �1 1"� a - A , 1 : ! I_ r. 0 r`' / j >. Ir v 1% - - G. /I 4 / \ �( f / � , _. , 11 1W \ - IF ,0 � , - / � I 4 . / r : ` ,% I , \ I � o• , Y- - -- i .. . . / 1 / ! 4 � ) , �, . I - , - / A \, 'w 1,. i �� / r is ./ I . / 1 �� r __ rL -l""""' / / \ .I- \ _II... � \ ) I. W 46 J . t �, ) , . I � , - / \ 1 _ `�' / r 't - � A _ �. 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' \� •i�ir _ AI1�� 1.iA . � '-��` • .. ��>._t "+ri•r�l��'� � ,/ • . •� _ r a / 1� ./� a _�_i-�/- `,.✓ �a_- CI TY CASE NO. ZA21- 0058 Q 0 ). m 0 S 0 o ., r o (/ as o ;-� , � a- >- aU v 0 .E5CD E W a _ O, W z , -,c9N-1 c > LO 00 " Fn X � � m ., v � � b - Y r; 'n � cam o-'0, �- `�� U - (n p 0 i< E � a_ 0 o O� 00 � N E Z w LIJ �IIIIIIIIIIIIII �q) Q W III 'I kz � J�I^ m Q Z J rn � Z V � k Z r Z) O (+) O W BENCHMARKS: BM1 xxx ELEV = XXX BM2 xxx ELEV = XXX N N N !n } n W N J � Z a z o < 0 = W co z °' 3 a ~ o 2 uy o z c O _ o H I.I.I t } J E � v W c U m IL O o � z o w z W 0- Date: 810212021 Scale: 1 "=30' Dra wn By DSM Reviewed By CTR Project: 5235- 01 SHEET 1 a VI VI Y Q Z Q) j W Q J m Y z O O 2 2 Q D) s 6 2 W 0 Q_ O U LEGEND 1. FINAL CALCULATIONS TO BE PROVIDED WITH FINAL ENGINEERING PLANS 2. CRITERIA BASED ON CITY OF FORT WORTH ISWM CRITERIA MANUAL FOR NAME SITE DEVELOPMENT AND CONSTRUCTION. (LATEST EDITION) DRAINAGE AREA LABEL AC 10 J. FINAL ENGINEERING REVIEW AND COORDINATION MAY RESULT IN MINOR ADJUSTMENTS TO THIS PLAN FLOW ARROW (POST —PROJECT) DRAINAGE DIVIDE — —501— — EXISTING CONTOUR MINOR RATIONAL METHOD RUNOFF CALCULATIONS (PROPOSED) AREA NO. AREA(AC) DESCRIPTION C' VALUE Tc(MIN) 11 (IN/HR) 01 (CFS) 110 (IN/HR) Q10 (CFS) 1100 (IN/HR) Q100 (CFS) OA 0.8 RES (A-21) 0.52 15 3.23 1 5.34 2 8.02 3 A 2.3 RES (A-21) 0.52 15 3.23 4 5.34 6 8.02 10 B 1.5 RES (A-21) 0.52 15 3.23 3 5.34 4 8.02 6 DP -A 3.1 RES (A-21) 0.52 15 3.23 5 5.34 9 8.02 13 'SAS -BUILT PLANS FOR PATTERSON'S POND STORM DRAIN AT DP-1 ANTICIPATED 25 CFS. \)2 / / / I N / L \ 1 Ln / / J( — 12 12"w -500- — EXISTING CONTOUR MAJOR DRAINAGE NOTE: AS —BUILT PLANS FOR PA TTERSON'S POND ADDITION SHOW THE EXISTING UNDERGROUND STORM DRAIN SYSTEM AT DESIGN POINT 'A' ANTICIPATED 25 CFS AND DISCHARGES DIRECTLY TO A FEMA REGULATED FLOODPLAIN WITH A CONTRIBUTING DRAINAGE AREA OF APPROXIMATELY 42J ACRES. IN THE PROPOSED CONDITION, DESIGN POINT A HAS A DRAINAGE AREA OF 3.1 ACRES WHICH IS LESS THAN 1% OF THE OVERALL DRAINAGE AREA, AND WELL BELOW THE GENERALLY ACCEPTED 10% ZONE OF INFLUENCE. DISCHARGE FOR THIS DEVELOPMENT WOULD HAVE NO SIGNIFICANT IMPACT ON DOWNSTREAM CONDITIONS AND CAN BE SAFELY CONVEYED TO AN ESTABLISHED DRAINAGE EASEMENT THROUGH EXISTING INFRASTRUCTURE WITH ADEQUATE CAPACITY. THEREFORE DETENTION IS NOT RECOMMENDED FOR THIS DE VEL OPMEN T 0 15 30 60 ( IN FEET ) 1 INCH = 30FT � � Q m Y z k�Kw000 RAINTREE SITE GREENBOUGH } ROLLING 0 a S.H. 114 VICINITY MAP SCALE: 1 " = 2000' Option A I v / \ I I \ I / / I / �III I ✓ / -- \\ \ � \ � J1 II �.7 I � s"w00 \ ° 1 �"v 1 / 0 00 00 \ LOT 3 26,894 SF / f \ I I I I rf-�r �� / f B 1.5 6 I LOT 4 / \ \ S(r- l 31,774SF rclo rk 1 / ( II \\ 1/ /(/` \\ ill CITY CASE NO. ZA21-0058 0 m 0 s 0 z v CD � o —+ o m o ~ O E Wq �pC.\,o�oz -0(ON'T C >�Lnao ° .� � tp 3 d iz . k' g o - 0 :5 E Vu c�0( LL � a O �L O0 N C: .� w uJ W 11�I111 Q Q CL Q �WW^ Q Q Q) BENCHMARKS: BM1 xxx ELEV = XXX BM2 XXX ELEV = XXX N N } a W N N J Z N LL z d o a o z W o W o z o 0 J W E in Lu W o O " a. LL z �w Z wr� Date: 810212021 Scale: I "=30' Drawn By DSM Reviewed By CTR Project: 5235— 01 SHEET 2 A / n TC C-. i f-nr-n in 1. ALL SEWER LINE SHALL BE SDR-35 PVC. 2. ALL WATER PIPE SHALL BE SDR-18 C-900. J. ALL CONSTRUCTION SHALL BE IN CONFORMANCE WITH THE CITY OF SOUTHLAKE STANDARDS FOR PUBLIC WORKS CONSTRUCTION. 4. ALL SEWER SERVICES ARE PRI VA TE. 5. ALL WATER SERVICES ARE PRI VA TE 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 U TILI TIES 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 EXPLICI TL Y APPROVED BY THE CITY ENGINEER. 9. FIRE HYDRANTS SHALL BE PLACED WITH STEAMER NOZZLE AT LEAST 3' BEHIND BACK OF CURB. 10. PRI VA TE SANITARY SEWER SERVICES NEED A PLUMBING PERMIT AND MUST BE INSPECTED BY BUILDING INSPECTIONS PRIOR TO BURIAL. 00 12" w 15"SS 15"sSry` ao I I � I I N I N L I I Cn N N I I 8"w 8"w R IL I PROP. 8" WATER LINE PROP. FIRE HYDRANT PROP. SEWER MANHOLE PROP. 8" SEWER LINE PROP. CUL VER T EXIST. WA TER MAIN EXIST. SEWER MAIN 0 15 30 60 ( IN FEET ) 1 INCH = 30FT I I I I I - 8„W — 8„w STILL WATER COURT 10' CI o_ EX CURB INLET TO Of BE RELOCA TED 8"W EXISTING FIRE HYDRANT 0' CI - -......... 17\' I I I CONNECT nTOEX 8" WA INSTALL: 8" GA TE VALVE I I I I I I INSTALL: I SSMH // I LOT 3 26,894 SF ' 1000 / LOT 2 � 23, 701 SF 10' PEDESTR/AN ACCESS, DRAINAGE & UTILITY EASEMENT / / / 10' PEDESTRIAN \ ' / INSTALL: ACCESS, DRAINAGE & INSTALL: FIRE HYDRANT • • UTILITY EASEMENT \ SSMH \ / 20' SANITARY INSTALL: . • / / ` SEWER EASEMENT / SSMH N LOT 4 L 0 T 5 \ 31, 774 SF 20,275 SF LOT 6 I 20,205 SF I I \ I I I ' I I I ' INSTALL: •1, 8" GA TE VAL VE INSTALL: ' — SSMH - - CONNECT TO / I EX 8" WA TER / O I 1\ I I I CONNECT TO I EX SSMH EXISTING I I FIRE HYDRANT / CUT`SwOLO VA LLEy CURT CITY CASE NO. ZA21— 0058 � Q m Y z k�Kw000 RAINTREE SITE GREENBOUGH ROLLING 0 a S.H. 114 VICINITY MAP SCALE. 1 " = 2000' Option A eo 36. 0 s 0 2 u v � 0 -+ o o LL Fnn-��I i r W N C) E WA _ C)� 0000 Z -0(I�ON'T C LO Cu 00 m ~ Cu Y N-0,r . � (6 00 r � �w :E +J O o 0 c X E Uu �ooc�.L >�IL d C) �L O co c N N C W Q �I�I111Q W Q Q Q � r0^ O�+J CL BENCHMARKS: BM1 XXX ELEV = XXX BM2 XXX ELEV = XXX N N It r 0 W N N J a Z N LL Z d W Q O W z o W o z o 0 Lu J E in w �Wa O " LL c 0 w z W a Date: 810212021 Scale: 1 "=30' Drawn By DSM Reviewed By. CTR Project: 5235- 01 SHEET 3 Engineer: Icon Consulting Engineers, Inc. 2840 W. Southlake Blvd, Suite 110 Southlake, TX 76092 Tel: 817-552-6210 Contact: Clayton Redinger, P.E. Owner / Applicant: DeCavitte Properties Phone: 817-946-0346 Contact: Dean DeCavitte Planner: 11 0 0 10SEPT 21 ill =40' SAGE GROUP, INC. Master Planning Urban Design Architecture Landscape Architecture 1130 N. Carroll Ave., Ste. 200 Southlake, Texas 76092 817-424-2626 0 QZIn 0 0 C-4 J LJ m Wy N U X J C14_r0C� O ON U J 0 W -gyp U - 0LjN �� <0� W C_ N U >r)f o� J 0<0 0 0 LLJ — �p 0 0LLIN (n O Q 0 wa_NU > _O 1.-: J_ Z � 0 Z D_ � 0 U OQO 0 LOT 11, BLOCK 1 PATTERSON'S POND II ADDITION DOC. NO. D206258413 P.R.T.C.T. LOT 12, BLOCK 1 PATTERSON'S POND II ADDITION DOC. NO. D206258413 P.R.T.C.T. CURB INLE RIM ELEV.=580.28' N 43°41 16" E THROAT ELEV.=579.23'^ STILL WATER COURT FL 18" RCP N=576.48' 8.52' _ (50' R.O. W.) N 88 °O8'30" E 565.09 '_j< N = . . . . . . . ......... M 0r s, 583 CURB INLET/SDMH RIM ELEV.=592.37' THROAT ELEV.=591.40' FL 18" RCP W=587.72' Q0 N 94.1' Ld �t w� w J Q O O Q > ct z� LOT 13, BLOCK 1 PATTERSON'S POND II ADDITION DOC. NO. D206258413 P.R.T.C.T. 582 \ � z_ - 586 • Ss 40' REAR SETBACK 40' REA TBACK — — — — — — — — 589 1 e 0.140 ACRE I I I 4 , DEDICATION 590 -DOC N D211021555 L — I 40' RE R 't I I LOT 14, BLOCK 1 PATTERSON'S POND II ADDITION DOC. NO. D206258413 P.R.T.C.T. I 10' U.E. --DOC. NO. D206258413 7.5' U.E. P.R.T.C.T. OC. NO. D206258413 — —, — � P.R.T.C.T. D.R.. T. I I I Y 3.74zp AI DES 21,44 s.f. / 591 1 I I Q ; I 588 60 - LIC .� I N I W W "' I DOC. N P214 N 59.2 I I I� So D. T. T. ILWILJ o 2 I 3 TS9¢ I I 23I I 3 095 I 426 s.f. I ,095 f. I I y I I I C I 11 1 1 I I I o h w moo ; 35' F ONT SETBA 35 FRO ETBACK 100, 10 1 0 rn 1 'off 06 26.875 s.�. h I I �" —�s � )Do 1/ h � L Y U Q Im F- LU 6 " I Of Q W 3s.f to Ib !]UERHEAD ILLRMTY- NO WITHIN APPARENT 511 O W O W Q W (D 0NNCU Qom O � z 0 N Lv � U O 0 Ln N Q Cj Q a- f- N U Q N ~ LLJ w a- J O 10' U.E. ,DOC. NO' D220207753 / P.R.T.C.T. 1 1 1 I 1 1 1 11 1 OE OVE EAD UTILITY LIN OT WITHIN PPAREN EASE NT o I LO 175.00' S 88°09'26" W 577.10' � o L8 110�� - 585.60 LOT 7, BLOCK 1 0 LOT 5, BLOCK 1 I O r 2 5 L� 1, B LOCK 2 % �. r�. DF%055463 CYJ w > - ESTANCIA P-NT (bCK 1 ESTANCIA (OPEN SPACE) > Of DOC. NO. D212055463 /0 ESTANCIA h °Oates, Richard K Etux Cindy D DOC. N0. D212055463 `� 5' P.A.E. P.R.T.C.T. / I `�h Z P.R.T.C.T. J 5' P.A.E. OC1 .Q 549F / 00 DOC. O. DT 12055463 I ^N�^�V, 12338, P. 1352 D.R.T.C.T. ICI OC. 0. 12055463 \ RR t I !� 0 O Q r\ 1o' 4CE3 172 SF m R T. / m o = N a w I OC. N0. D2120b5463 q �' o v w I 7 N 89 45 52 E N P.R.T.C.T. 10 U.E O N Q�J(;�`}}�� D 1'�5463 Q �j 10' LANDSCAPE • I AER.T.C. . Lij EXIS, IOW I I I BUFFER YARD ESMT.111-,' N l J O I 25 B 1 5, 65.74' J ��,_• DOC. NO. D2120554631 U E \ Q L LIE P.R.T.C.T. VARI'S � SSMHO � OUS nZ029 ��` \o N 00 RIM g°22' 4A w \ FL 6ELF�-V W(IN)1579.31' S� PAE ��' \ �� \� \ y ROW S S ESMT FL s~�vc - 7s.,iJ78°41'43"W 1 3 �`3' — 100 YR WATER SURFACE 44 ICA ED. � S� � ESTANCIq Co21.43 ^� \ I STUDYIOFORPER ESTA FLOOD I�9 �s - - URT /�\ S6 �6, CP I ADDITION ON WEST JONES f 10' LANDSCAPE BUFFER 4�g' - - AO �, �\ l BRANCH TRIBUTARY 1 BY w - -- I � __ NAVE ENGINEERING, DATED �� 43 -� o �� 18,574 SF YARD ESMT. 00 7-20-2007 Germany, Karen & Brent _ o 2 MIN. FF = 582.10 I o 0 v V. 5906, P. 858 D.R.T.C.T. o ' 16,001 SF ^`�' i� _ W I Q0 x � �b � ` I 00 °4 rri LLJ 11,769 SF o N 211,678 SF o CO C) I I ` _ z — ICI 00 III 38W � 6 8.7 3h � N89°04'46"W 46.07' I I W / 100.02' Kph (0. 75.63' N - `L o LO 108.02' 6.78 88 10312' cN Q Cn 21 S7g°41'43„E I I10 BLOCK 2 g0 N NI I� w 53 - O I I cfl I z rn � I I C l m Williams, Cleda I I I V. 4060, P. 430 D.R.T.C.T. �n N I c� I 0 `r F' ° I L<i 12,772 SF o O rn 11,120 SF iN I I O O N N ' , I L(7 r\ z (oI00 N 11,939 SF I I 117,810 SF cv I co\ G OPEN SPACE PARK U� Case No. ZA21-0058 Samuel Freeman Survey, Abstract No. A-525, Tract 5A03, City of Southlake, Tarrant County, Texas Southlake, Tarrant County, Texas Engineer: Icon Consulting Engineers, Inc. 2840 W. Southlake Blvd, Suite 110 Southlake, TX 76092 Tel: 817-552-6210 Contact: Clayton Redinger, P.E. Owner / Applicant: DeCavitte Properties Phone: 817-946-0346 Contact: Dean DeCavitte Planner: 11 0 0 10SEPT 21 ill =40' SAGE GROUP, INC. Master Planning Urban Design Architecture Landscape Architecture 1130 N. Carroll Ave., Ste. 200 Southlake, Texas 76092 817-424-2626 Sri F7 J Lj C N J � =on* z �0 0 LLI _ �p 0 — 0 W 04 N LLI0-NU > o� J Z N 0 0 -F-z� LLI — (7p 0 Lj N �N th Q Ot H LLJ a N U > ~ z N 0 0 _ FZ LVI 1I, DLV%.r\ I PATTERSON'S POND II ADDITION DOC. NO. D206258413 P.R.T.C.T. PATTERSON'S POND II ADDITION DOC. NO. D206258413 P.R.T.C.T. CURB INLET/SDMH RIM ELEV.=580.28' II 43°41F8.52'j THROAT ELEV.=579.23' STILL WATER COURT 18" RCP N_576.48' (50' R.O.W.) — N 88°08'30" E 565.09 i CURB INLET/SDMH RIM ELEV.=592.37' THROAT ELEV.=591.40' FL 18" RCP W=587.72' (Z LLj LV Q ^ 0) W J O Q Q > O CO3 z zl "�- 0) o to N LO I Q > O Q r =) N Q V) Z M a w W_ t, EXIST fOW _ I _ VARIErS w 0 583 sgs 585 �584 PATTERSON'S POND II ADDITION DOC. NO. D206258413 P.R.T.C.T. 117' / LOT 14, BLOCK 1 PATTERSON'S POND II ADDITION DOC. NO. D206258413 P.R.T.C.T. / 10' U.E. OC. NO. D206258413 7.5 U.E. P.R.T.C.T. OC. NO. D206258413 / P.R.T.C.T. 1 0' 1 OFF NT SETBACK 1 � 1 40' REA SETB CK — — FRONT SETBAGKSss — — — — 1 — — I 1 — — — — — \� r r- 9 I 2 I 1 �N I I 20 5 s.f. I I 20,055 s.f. I I w I I 19, . f. I, I � 11 1 11 0.140 ACRE 1 W C� . DEDICATION (/] DOC. N. D211021555 0 I I i1 I U) D.R.. T. I _ I 13.749 ORES I 591 588 `' � I I I I I 1 1M 603, L_LC 1 I I 21 993 s.f. I I � I Sag I 1 I DOC. N0. 211-,70214 592 I D.R.T. .T. \59 1 40' R AR SETB K 1 % 409EAR SET AC 1 I 35' IF ON 4 'RE SETB I 11 �� 117' 117' 1 _ _ 141' 15' E SETBACK 10' Open Space I � ETBA K — — — — — 7 o / q� Y S � 5,561 s.f. 6W � C Ir- Q I 1 ,89 s ss� oLn n pa e p o I I/3,07 s. . d ® _I A — _ h ov_ V EAD UTILITY rr�� II SETBA K LIN NOT WITHIN PAffV EASE NT 166' IT to 175.00' S 88°09 26 W 577.10 Cn 0 L 1 BLOCK 2 / L8 �I r�o°Dif2o55463585.60 LOT 7, BLOCK 1 0 25 ESTANCIA � , ESTANCIA P�T�C�CK 1 DOC. NO. D212055463 /O DOC. N0. D.T.212055463 \ 0 5' P.A.E. P.R.T.C.T. P.RC.T. 5' P.A.E. \ OC1!.Ql 549F �I 10' 4E 17 2 SF m OC. 0. ¢g12055463 / V / RJ S T. Q I� c MOC. N. D035463 Cl � v W 1 7 N 89 °45' 52" E P.R.T.C.T. .T. � 10 U.E D 1 5463 Q , I Cn 10' LANDSCAPE w .T. I _ 1 5 6 5. 7 4 BUFFER YARD ESMT. DOC. NO. T.C.T. 5469 5 U E ^� O v , 'Cr6 U E �h P.R.T.C.T. ,, � I O 55 O 2.Og °�� i 6! \nI 12g - �5 \ o RIM EL�V. 5B�j/ 31' 36 �� P� S°Z Y , � � FL 6" RV W(IN) 579.31' 4 PqE �? c� q� S ESMT `'�\ FL 8" PVC - 9.11 78 °41 '43„W �__ \V r� _ I ESTANCi A 121 43' � OUR T 79 -- 6 - - 9-- - ---d' 10' LANDSCAPE BUFFER / 4 ' _--------------- -- -- \00, 6' l O7 18,574 SF YARD ESMT. _ • 43) � o MIN. FF = 582.10 I o �� o 2 001 16,001 SF '`ti%i� 01 �W -,� °O� a I rn �/V 11,769 SF o I I I25' BL N 11,678 SF o j 1Q0 z �0-)� 00 < K w 38W 100.02' N89�°0846"W 46.07' Co._ Ln 108.02 ' 6.78� - -75.63)10 N 0) LL, V °3 12 I I a - ,, 8.21 S 7g-41 '43 E P BLOCK 2 N 00 00 w 90. 53=- - ----- --- --- ----- O C ii- z LO I I I (-�I 0 Ln 6 N o _ In Ln 12,772 SF ! 11 120 SF �� NI N ' o O I o z of SIN 11,939 SF 117,810 SF I I CA cS 25' BL �! o� G OPEN SPACE PARK 15' U p O 01 41 � \ AND DRAINAGE 46.79 39.93 50.69, j O 3�'4 �'� N b �' -- - 1------- 6' --------------------------- I - ---- ---III; /0 5' PAE C2o 603 -- � EARNEST E. TAYLOR, JR. I2/: N 89 04' 46" W 78.601R =48 0. 0 0 8 6. 9 9' -- ---------------------- - O = G1� 6 I V. 8348, P. 1174 (0 D. R. T. C. T. 2 1 REA SETBACK 1 �� - O — CP Y U Q h LU 1 �IU) L DO N 2, 4 . f. / LO 1 � 1 .q- � O 1 J n 15' SETB soK 90 ro OpnSpa e OVERH�AD UTILITY 366 s.f. � LINE NO WITHIN APPARENT \ O N<0 Q Q: � Q NON U Qom owoo N Ld 0 0 L0 N Q 6 Q � H N U Q N ~ Leo LLI I]- J 0 — I— 10' U.E. /DOC. N0. D220207753 P.R.T.C.T. i 1 1 1 1 1 1 1 1 1 I 1 I 1 1 =/_1 0 �. LOT 5, BLOCK 1 I O (OPEN SPACE) Richard K Etux Cindy ESTANCIA �, )Oates, DOC. NO. D212055463 I I �',�`� V. 12338, P. 1352 D.R.T.C.T. P.R.T.C.T. I o =oory Qy coO 100 YR WATER SURFACE ELEVATION PER FLOOD STUDY FOR ESTANICA ADDITION ON WEST JONES BRANCH TRIBUTARY 1 BY NAVE ENGINEERING, DATED W 7-20-2007 IGermany, Karen & Brent 10 V. 5906, P. 858 D.R.T.C.T. r IX w I� 0 Ln N IO Un Williams, Cleda V. 4060, P. 430 D.R.T.C.T. Case No. ZA21-0058 Samuel Freeman Survey, Abstract No. A-525, Tract 5A03, City of Southlake, Tarrant County, Texas Southlake, Tarrant County, Texas Engineer: Icon Consulting Engineers, Inc. 2840 W. Southlake Blvd, Suite 110 Southlake, TX 76092 Tel: 817-552-6210 Contact: Clayton Redinger, P.E. Owner / Applicant: DeCavitte Properties Phone: 817-946-0346 Contact: Dean DeCavitte Planner: 11 0 0 10SEPT 21 ill =40' SAGE GROUP, INC. Master Planning Urban Design Architecture Landscape Architecture 1130 N. Carroll Ave., Ste. 200 Southlake, Texas 76092 817-424-2626 N 434116" E 8.52' CURB INLET/SDMH RIM ELEV.=592.37' THROAT ELEV.=591.40' FL 18" RCP W=587.72' LOT 11, BLOCK 1 PATTERSON'S POND II ADDITION DOC. NO. D206258413 P.R.T.C.T. LOT 12, BLOCK 1 PATTERSON'S POND II ADDITION DOC. NO. D206258413 P.R.T.C.T. CURB INLE RIM ELEV.=580.28' THROAT ELEV.=579.23' i IA/ATJE'-F? (,ni/PT FL 18" RCP N=576.48' Open Space 2,503 s.f. Open Space 4,467 s.f. 10' U.E. �DOC. N0. D220207753 / P.R.T.C.T. 1 1 1 1 1 1 1 1 Z � O � ;,'bates, Richard K Etux Cindy 12338, P. 1352 D.R.T.C.T. O= ) �= ry0 Q O'V - STUDY FOR L5 I ANIU/A ADDITION ON WEST JONES BRANCH TRIBUTARY 1 BY NAVE ENGINEERING, DATED LLJ 7-20-2007 Germany, Karen 8c Brent , V. 5906, P. 858 D.R.T.C.T. 13: �Ln 117,810 SF ° `� I o G OPEN SPACE PARK C/� Williams, Cleda V. 4060, P. 430 D.R.T.C.T. Case No. ZA21-0058 Samuel Freeman Survey, Abstract No. A-525, Tract 5A03, City of Southlake, Tarrant County, Texas Southlake, Tarrant County, Texas Engineer: Icon Consulting Engineers, Inc. 2840 W. Southlake Blvd, Suite 110 Southlake, TX 76092 Tel: 817-552-6210 Contact: Clayton Redinger, P.E. Owner / Applicant: DeCavitte Properties Phone: 817-946-0346 Contact: Dean DeCavitte Planner: 11 0 0 10 SEPT 21 1" = 40' L.U.B. = MMED USE Zoning: AG KIRKWOOD BLVD L.U.B.=MVED USE Zoning: SP 1 LADo = M MED USE Zoning: SP2 Zoning: SF20A L.U.B. MEDOUM DENSM — Open Space � CURB INLET SDMH STILL WATER COURT RIM ELEV.=580.28' 10' U.E. N 43°41 16" E THROAT ELEV.=579.23' / OC. NO. D206258413 7.5' U.E. STILL WATER COURT FL 18" RCP N=576.48' —V' S . f P.R.T.C.T. OC, NO. D206258413 8.52' — �°',T—CZNCRETE SIDEWALK `l' / P.R.T.C.T. N 88°08'30" E 565.09' � �-------------- 211' 5 582 �' 15' IDE SETB CK _ S86 585 584 r 115'— 586 -34' Q w > CURB INLET/SDMH RIM ELEV.=592.37' THROAT ELEV.=591.40' FL 18" RCP W=587.72' 44' ROW ED. 11 214' 15 SIDE SE BACK 21347 .f N� Ln N'yc w 6 I � I 21,0 2sf.-- 35' REAR S TBACK of — — — -1111 T SE�gPCK 4y ' �j � ' OVE EAD UTILITY _ 'FRO 8 5=L� Zoning: SF-1 A i i i NT SETBAC 588— , -24 35' FRO — TBACK Y 0 ' m 35' I �� I N --- �� I �� W �� Zoning:SF-IA Iw w P4 z I �3 �� I 'Ile LU I Q I 2 0 O M 30,4 0 s. Cn 0.140 ACRE m rr I I r` I DI ATIO W 1 2 0 s. f. V Q �DOC. N 2S74 s . f.p P3. 49 S I W I coW � 1 �\ I I 591 I o co I 588 �C • I N LoUoDo = �/i]EMUM I I DOC. NO. 211 0214 o D.R.T. T. 1S'S .592 /AD S89 I D 0 ll I I I ACCESS \ ,♦ ♦ FT q 1 1 1 1 I 1 I I I EA MEN C _f I h o �—EAR SETBACK 35' FRONT SETB K ♦ (n —94.1' 1 2 1 V� N 216' 0) 004 ASE NT 175.00 i Q MATCH EXI Q r I 25 BL 40' R.O.Vj-1 w Of > D N z 1`0 1 J �/ Q w rl 1o' 4.3,172 SIF m = I OC. NO. D212055463 ir u- P.R.T.C.T. I EXIS VW I � 10' LANDSCAPE N 5- 4l 0 BUFFER YARD ESMT 5' U E ` Q VA- I�S DOC. NO. D21205546 I P.R.T.C.T. -N 31 84 s.f. Y I— — — — "o o I15 10 I L.U.B. = L0M 8 rv/— — — — � o In IX 0' SWrIMEWRL 35 REA SETBACK IPA ♦ OVERHEAD UTILITY I Zoning: SF-1 A LINE NO WITHIN AID T „ 1 3' EAS T 138.31' 3 S (n � o II L8 II01 EFIk55463585.60 0-) nl'�3-C K 1 5' P.A.E. � Oates, Richard K Etux Cindy 5' P.A.E. 09. 0. 2 55,Sf /� 00 I V. 12338, P. 1352 D.R.T.C.T. OC. 0. 12055463 \ ICI �• m qAC 1 U. To v N89°45'52"E iAVRD55463 L , 5.74' w � 6 o w ~ J 15' U E (� M 0 ov � 62 0 q�� , _m 8' n N—R MM EQE M7.31' 13 V O FL 6" RV W(IN)=579.31' 7 5 PAE FL 8 4VC S >N 8 °41 '43"W 3 �► \ EST A 121.43' O I 1 EL YR WATER SURFACE � ELEVATION PER FLOOD / ANCI C��RT Q - I STUDY FOR ESTANICA 79 OS -- ---------- - ----- � s6 9 6, � ADDITION ON WEST JONES 4 49, 6 l BRANCH TRIBUTARY 1 BY _ �� , \� 0 NAVE ENGINEERING, DATED ��_43 O �_ 18,574 SF 7-20-2007 o MIN. FF = 582.10 I o c 25' EL W � o ` M o N 11,678 SIF I Q0 I z ICI II N87°04'38"W o� I100.02 N w ti 84�12 ;� � Q 57 43 0 °- 90.53' o LO INII I z 0-) CV I 0-) m N I I'I o° Lri12,772 SF o N 11,120 SF N � ICI I II o I 5 z LO � o o N 11,939 SF I I ° (117,810 SF I 25' B L SAGE GROUP, INC. z 15' uE Master Planning Ij I ' Urban Design Q 46.79 39.93 5 =, Architecture m I O PAE C20 Landscape Architecture __j Q I NRQ1n4'4F)"W 7R Fn' R-dRn nn 1130 N. Carroll Ave., Ste. 200 Southlake, Texas 76092 817-424-2626 •ZZ' 4111 w 129 8 S 15' SiSMi \��A\ I ' 10' LANDSCAPE BUFFER YARD ESMT. 0 16,001 SF -- O ^� �^ 11,769 SF 25 BL � I 68.73 c6 N89°04'46"W 46 07' LO 108.02' 6.78' 75 63 88.21 w BLOCK 2 Ln I I_ 7 0 G OPEN SPACE PARK Cr AND DRAINAGE 31.43 � / � �rn 1 1 60. ��O, ► I EARNEST E. TAYLOR, JR. Ica QO 30 0 ILo N I0 Germany, Karen & Brent V. 5906, P. 858 D.R.T.C.T. Williams, Cleda V. 4060, P. 430 D.R.T.C.T. Case No. ZA21-0058 Samuel Freeman Survey, Abstract No. A-525, Tract 5A03, City of Southlake, Tarrant County, Texas Southlake, Tarrant County, Texas