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Item 7B - 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.Do = MMED USE Zoning: AG KIRKWOOD BLVD L.U.Do = MRED USE Zoning:SP1 L.U.Do = MMD 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. 2— 583 124' 1566 585 584 86 Ir CURB INLET/SDMH RIM ELEV.=592.37' THROAT ELEV.=591.40' FL 18" RCP W=587.72' �4.1' W w J W J � Q , 4 T� z zl � 94.1' O �IN o 1 ' U.E. a r X �V) z a 10' LANDE BUFFER Y� [ EASEMEN' O Ala 35' FRONTS A588 ssa --- -----I r — I / I I 2 l() N O 00 Z N 0.14DEDICEy71 198 s. 590 I W I 23,728 28 S.f. I`DOC. N. D T. � w 3. 749 A I D.R. T. �0 IS9j I 1 Sss M LC 211 P2, 592 I I 11Cj`i� T T. F 1 �1594 40' RE E CK 1 142' 20' 162' 15' SI E SETBACK �L�Up, U \ N w I Of W �/ o Ulu 20,211 s f. I �' 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 — �IDEISETB�CK L J — W C:ps� � I 50' w 2603 S. . u_ I m Iin M / \ ♦ I \ I ♦ ♦ 231 I �S \ \ S7 ♦ J /I w w ITY ASEM T 00 — — — — — — — `� E — — � # o �— — OVE EAD UTILITY 1 KEN 171' 10' MATCH E) 40' R.0-Vj - 0' / ~ / 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. Cj 0 20 3 , / 3 s.f. FF � w I of O n E SETBR 10, N W 88"09'26" W 577.10' '40' S' DEWALK & UTILI ���4s3 L.U.B. D n n n n R.O.W. M H EXISTfiO T D U IfvIJ 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 NO. D212055463 ( . LU' 10' 10' U.E. Zoning: RP ~o � 6 5 5' P.A. E. Uj� _ S H — _ E .=5 77 FL 6" PVC �(11N3S79W' T D FL 8" PVC SE(oUT)=579.11' O L VALLEY COUR T \ I31,%178Js.f. Option A i i i i i i i i i i i Zoning:SF-IA i i L4 N Zoning : SF-1 A Do w �CO Q LO LU O ooDDo:4 ,EDO ��i-----_ h �ENS V RE M MI m I — L. DoDo L0M o l G I �FN��7W 10' U.E. Nt \ I L VE;WEABi-TI TY LINE NO WITHIN APPARENT 15' IDE S TBAC EA L.U.B. MEMUM DENSM I OC. Zoning: SF-1 A I 1 1 1 1 1 1 1 1 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 AI .y y,f, -. • � F 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 ing:SP + MJ � A Frith Properties 4.1' thlaim ti _ F 0' LANDS BUFFER YAR EASEMEN 4 lake LLC ML Option A rfl dr i (*1 , • • • • - - • dP A *1W r /. L.U.D. �,:� �I•-�. ,� � • i l PIP �> 1 RESIDEt�TIA � J �) �� • ► _ _jttt AL F do _ s DENSITY RESIDE T �. �• .j� , ,ir 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 AW 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' F SAGE GROUP, INC. Master Planning Urban Design Architecture Landscape Architecture 1130 N. Carroll Ave., Ste. 200 Southlake, Texas 76092 817-424-2626 \ 1� City of Southlake/ < \ ill ' N 4341'16" E KIR-W O O D J BLVD l� 4., JAD Land Management LLC / 9 Series 1 � � o / I � I J �A Frith I N Properties r 4.1' 03 AC �-Gar�y Denman Kathy Denman Option A �- \ 1 0.92 AC -- 1 \ �1.27AC � \ `� Dan -Di n h A�n � \ I << r \, James H Amos, Jr. 1 /\I'' Janice Amos Lod 6 Thicf��, I ` � ( 1.01 AC y Thomas Wa tz a 11 10.69 f I Rb W\ I r I 5' CONCRETE SIDEWALK - I Peter_Aza riai` �f � I � I I I I WATER COURT N 88 `OS'30" E 565.09 L- — — — -- — i 26,903 _ I I 2 �Ir � I I 1 0 .,3f 5 A 2,19 8 s_f. Pet r Aza m a r o I CG - j L -�j 0 20,273 s.f. 20,21�1 slf ' SIDEWAL & - UTILITY EASEMENT All (r-0I nil fZi fa r 04es88 outJake J / ,I J PP 5 O '�IDEWAL 2& J ) ---/ %' U ��) I I �,� UTILITY EASEMENT 7 i I / � / � / / , /� " ( U� � � �� � � 10' I � � , � r I J & A Frith I 1 I Properties \ \�I S uthlake LLC \ I I 1 STILL/ 0.41 A / I 0.27 AC 10 LANDSCAPE ��� . 51 �� S �\ 11 Paul G. Dol BUFFER YARD I r` Gregory B. Asher/I S r --I10' - ,� 0' U.E. D � a ( 1 EASEMENT I � � i f f I � OLD . � L E COTsW \ 10 t I t �`O U R T 5 P.A.E. f j°Tree 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 �Q' FLOW ARROW (POST —PROJECT) DRAINAGE DI VIDE 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) 110 (IN/HR) 010 (CFS) 1100 (IN/HR) 0100 (CFS) CIA 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 1.9 MIXED 1 0.39 15 3.23 2 5.34 4 8.02 6 i i 0 15 30 60 ( IN FEET ) 1 INCH = 30FT J J Q m Y Z klRkw�00 RAINTREE SITE GREENBOUGH ROLLING 0 a 0 S.H. 114 VICINITY MAP SCALE: 1 " = 2000' Option A / !� �� r— �' — �A / h \ _ / / 1 �.1 A / \ Ik OA 10 / 1 � , i v�.y ��v"',� -. � "� � / � I / � / / �,: I I ✓ � _. �/ III � \ \ �/ — 8 w — -- a'w — — 8'W 8 w -_ 8„W 8"W 8 W o I , I—� � T sue, A � s8 � I I � I I � - STILL v WA TER COURT \ I \ I I 0 \ L - - Ln � / 's J / n A 0 � .�-► _ _ - - Ln �� o �\ -585— —' 1 _r 1 - - —v — — — — I 590 1 2 w ,, \ ,593 591 F \ - j �> = \\ / I I I A / Ln J 00 LO i / •' / \ \ 996 ' - / o PIP- o�\' / gs I . �s LF T , - m , . I �5,= v I 7-���� n 0 s / I I � _ 10 s _ I - . ` / v L r /� -574 / Imo, ,� / F7T ✓�� ;--_—•! � `.��_�—_— � l ,,� �.\ \ /� i ) / _ / � — yr - / v I � � �- � �.� _ J / / u) 't r N �BQ °�n° �� �-r"' ..� � f _ l � g W 8"W l A-W / } ■) \�' ` . �/ /� / -\ \ - �. I / \ /// ram_- / J/ ---\�/�/� > i/ / // // ) i / 8„W / � „�/ / it 11�11 �� - . •� � / > � - I 1 � �r/� / / ��• /—-t o ��/ � � I / / / � / , v / �l L'.ca • 1/ � / ) \ \ ,fJ � 0 COTSw0 � � _� , � >v / I I I LD VA44E-y CITY CASE NO. ZA21— 0058 0 m 0 s 0 z u o LL O W Q (/5 C' 10 N C x v > u D � v m � tiO � .~ ~ U) w :E 2 U U O X �Cn=LLiL 0 �L O 00 a) ao � N � W w QL Z1 Q W W V W Q Z J Lu Q � J Z • � W BENCHMARKS: BM1 xxx ELEV = XXX BM2 xxx ELEV = XXX N T N N p• W N Z o Q O 0 W z � o W `o z > Lu J 2 v W c V rn o O o a LL z o �w z w a Date: 810212021 Scale: 1 "=30' Drawn By DSM Reviewed By. CTR Project: 5235— 01 SHEET 1 k Y 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 Tr-C`. i r-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 Cli 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 ' INSTALL: • INSTALL: 8" GATE VALVE ' — 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`Sw0LO VA LLEy CURT � I 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 Co m 0 s 0 2 u v � 0 —+ C) a)LL Fnn-��I i r W N C) E WA O � 0000 Z CO N 'T C I�Lo oo o Cu 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 00 00 N N C W Q �I�I111Q W Q Q Q � r0^ O�+J CL BENCHMARKS: BM1 XXX ELEV = XXX BM2 XXX ELEV = XXX It N N } W N N J a Z N LL Z d W Q O W z o W o z o 0 Lu J E v w W o O " IL LL �, c o w z W a Date: 810212021 Scale: 1 "=30' Drawn By DSM Reviewed By. CTR Project: 5235- 01 SHEET 3 Notes 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 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 N 43'41I'16" E 8.52' CURB INLET/SDMH RIM ELEV.=592.37' THROAT ELEV.=591.40' FL 18" RCP W=587.72' -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 I.VRD 111L I/JVmn RIM ELEV.=580.28' THROAT ELEV.=579.23' IA/A Tr_Q r1n11RT FL 18" RCP N=576.48' Option B 1 Case No. ZA21-0058 Samuel Freeman Survey, Abstract No. A-525, Tract 5A03, City of Southlake, Tarrant County, Texas Southlake, Tarrant County, Texas