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Item 7A Plans
Site Data Summary Chart FS tat ey t Existing Existing Proposed Number Average Gross Density- Open Open Zoning Land use Zoning of Lots Lot Size Acreage DU/Gross Space Space SUBJECTz (s.f.) Acre Acreage Area % AG & SF1A a s_tle1� RPUD 57 29,459 57.95 0.98 11.90 20.53% Legend 4' Concrete Sidewalk ------ 6' Existing Concrete Sidewalk Flood Plain — — — Floodway — - - — Creek Centerline — - — Common Open Space Residential Lots (57 total) Owner 1: Owner 4: Creststone Group, Ltd. James R. Stacy, Sr., et. al. 225 E. State Hwy 121, Suite 120 1900 S. Main St., Suite 200 Coppell, TX 75019 Grapevine, TX 76051 Owner 2: Owner 5: Rhonda & Larry Highberger Ronald & Barbara Stacy 310 Shady Oaks Dr. 330 Shady Oaks Dr. Southlake, TX 76092 Southlake TX, 76092 Owner 3: Owner 6: Randall W. Stacy Roy J. Stacy Est. 300 Shady Oaks Dr. 320 Shady Oaks Dr. Southlake, TX 76092 Southlake TX, 76092 Engineer: Hamilton Duffy, P.C. 8241 Mid Cities Blvd., #100 North Richland Hills, TX 76182 Tel: 817-268-0408 Contact: Keith Hamilton Applicant: Hat Creek Development Cy P.O. Box 92747 Southlake, TX 76092 817-329-3111 D E V E L O P M E N T Contact: Kosse Maykus Planner: SAGE GROUP, INC. Master Planning Urban Design Architecture 4 O 0 4 1130 N. Carrroll Ave., Ste. 200 8 MAY 17 Southlake, Texas 76092 1" = 100' TEL. 817-424-2626 0 100' 200' 400' 36 47 STERLING CIR. SOUTHRIDGE LAKES ASE II CABINET A DE 467 BLANCO CIR. I u.E. A u.e. 55/ 0 or _ 32' L III [ ng''""][IIWgL 3A[IT B,[ rO[ 34 35 P.R T.0 /j /i zo 048O 549 D�l'C50 g`Z11fo: ng S, S[I1 EC,€1;['] RE�s,[ 52 53 0N- ---.,..9 HICAB PGH OINT ADDITIONIII DDZrCIn6[ISG 1s[ srd:67[ 6840 1 17 25 �s a-���/����v/a---rT- / IRI P�^ /IM a \ /P AF /�� ��'��`T-1 11 115rJ T '�!T A IT, v„ \ _ -/ 43s6x s.f. \ \ -\u //\�\ V/ i > \ L "LOT8 w ESU '\ 32 I /l 1 1 ---- \ A D /�23.83Ys.f. �= - II 28 % 2Y k -- r �L III / I I \ �\\ 6 65-f✓t %/J 24,162sf 7 T f Y� I A2 20 ,/z' -----I e D.e.� /� / ! I y4� 1 73'q�� 'I rxsIf \ �5 N1 ✓, \I'I II / \I II I 21 I I �- V i30�,1- s.ox6�.e - ) / /-����-�'�- A I \ 1 1 AI 1 V A2,4 I I A 3 ���2 I 30.075, ' I 3o.m7s.e 'Y,o�45le I s,xxQs.e vI S�ssk II \ IV 11 I I / �_� 6 e �E. j 18 1 V V x� �, LOT 7 o v PriA le oad c V A 1A /-HCt` s4.3o3sf. �RTv 4 I �� // a9 / `� i \ \ _ ., A A 1 A-+�---- cA Fic, z 77 �� I v 2 i 11 l v � -L / v A V A 1f_II 6 6 A DITION \ 7 \ \ y. 1 \ 3oa aRsSl @: _t I!!/ 1 comdaere\anmrvc \ \ Q��ee�w n«ess.vm P. IC. T. \y0 ---J V A 1 \ sting tng%. p / I -� A A A , oa aaYe, aaa ob Esmc L -Q- -- vcREsrsro E uP,-I — o asP -- t ]IFuJ %JV I ti \ J 40111 V --- --- z r 1 r 5 II -k\L J0 7 r 17 \ \ Is \I re - - -� / ®\y0 zc,q7, 1 \ °� n,n6 II. \ b \\ a s� r1 272;18 t'L I/ / L 1 1�\ 1 14 / I hal - �\ \ �i \ o l� I _ Wi z , - �.Y .. �7.o3t s.f 1 I s os3 s.e 1 � I I LOT s 44.342 s.e V A �� 35 E, 1 I / i� '° -� V-01 L i` -� s� �a3("/ 1//-'��� ��i`I Iv �l I I I ----J V A 0 �� I 1 30,08Yse. \ i/ / /� /� \\� I�� A.®-�J /� I ---"-j-j 1A1 s15E.f. 1 ,�AI L-`/`?" / x• v� / cf-V s iilli �11 jI�-- 7 t i/o7yo ,>`•Sr1A 16/ /\�,\/// II C D �7l IS;N€ E1 [ ]f' ....I I I I s � 43.586 E.t' I�s u h�i /1 3 `/\�\ //'/ / �° I �_ � - / \lD ..\I I 1 { IS, LOT 5 5 _IIst}s.e /\ /\, / /ce/y r�� Ir /V v rl i 1 / / / � I �� _ / /��I 1 v spy, 1 V v v`-�---+--- , \ WkFE,/SiI NlJ aD ne / L � R / \ \ clNc CREEK / // /061 PG. 64 - / a / I r' - a 0 388 \PG 86 ___/ %� /iT.C\/\k9 \ \ ---+ �/ /Y '\ \�6YY BL9_ 77;.t. /` 1�1_ 0� \\ \\ \ 37 1/I� 1///� B {°i%i//i / ,//�-7_J--/---1\No Exl tin m 2 1 s o Foe 9�\ 11 171 q . I 32Ya 5 � � Imo' \ II \ l o I_-� .1 t_51 ryUF nib t ,�>` £ � T7/ I 1�1 Z� 1 I �� 3.3J>s� r 1� 5 / / �""s.f. / i A w A ✓` h DUE o° ,-- 4 Peak n«E. / / 1j//odN //I I / /// // sqB i / / L-__� ?Yb55sf V U "ESD ivPe \ zs ue J - TlconcaErc PA mctF,rY,$L Y\ �f\'�° I`�S.R ���� Ess � s ._ 11 ITE Pi N \ 41 71 \ \ ` \\\ v � \ �; ', n�.� °\ \ \ 1 \\ I ENisthng Zoning SF -IA,/ .� / d5 \\�1 / - - "r _ v [ / 9 A a UNITY W A Y f^: y a > CITY OF SOUTHLAKW DOC NO 205,103'r A \ ti DOD D R T. C.T r .� i /A -! rtJl u _ / r � 1 All � .' iT H aKE 16 DO °-` 0 Z - - W n,[ ] A r I 1 0 \ \ �QQ \ \ . \ \ \ \\ / \ \ \ _ E,Hv,e Cin � Peace / /� / a�,.3tY s.t. 1 X7.076 ae 1 1 �-i - — - / ° w s p D`2 n U \\ ,P Y TWLAKE,.,. \ �° Il�l1stANG�2oIPA� \ 1 , v V 1 P 1 >u 1 V Cl 2115 4 OIv far\e l i �' i 44 / -'c v A� 1 1 Illi / v p t 12y� l I IR.If.%A /� IvIvI A \SRk SVA /A.. v�� �� i i'L / v A f \ I A Ao \ �� . 15.694 s.fT L� A 47\ 39 A - >v K4s7v, V °A / /� III v 1 1 III I_I . 1 0,x3 t s t ,i I 1 1_ 131ybs.d. �\ \\ T, /��< ' t �i X43 \ \� / /i /`��� ��omll >. ACpI L I III _ �1 l 1 1 1 "\ \ \ \ I� r/�� AY1lI'ry42' /� \'-4,06ts-f. \ \ iuT-� .,u`i;�i-f�:Fr rds� a o E r /\ / \ / 4 o i \I l AA lam" l '/400 s. 1 j dr III 11 I BG H .686 ADDITION c --- -1 \ \ \ \ I \ - \ \ \ \ \ I�--/ iIT �% \ \ x u �'� 4.90ost'� _ \�� III \ \ u i;�2stng Zo�iul \ \ \ 1 \ \ \ {' \ & 12 lit A�V` A I L,�M�Ly-a,u g\l l_. A A \ AV A A 1 /,%'�� � i��� �/� I \ _ A sE, � _ \I L \ unn �'� i ! t _/�s4_r V A a.� w 13 \ \ z�',npz ..\11 \ \ \_\ / \ 1 \ \ \ \ L _ 'Jl�--���J / \ %l9 ��(, ( I \ \III a"as,`c,ereA PL BLONDIE LLC IT E' x \ ooh 'l A 12 1 Existing Zonin Local A '�Ib34 E.f � � VI,�' /' �e.o. s Exrsti o r tailed Sit1e P z 6 6 Retail Cont. A 1 LL Ill CEI:,1[ 1 [o,[o, crz[Ii \ T 24 Blue d _ y' ��_ - v vAV` I. I b9z ToC A uRra - --- - - - - ---2a Type.°t-6uff€ryar r aw------ - _ I- 37 Existing Zonm , UD e3/z: 111 RLIa z �'rmo enb Dsc 1. MAN '/2' R" MMARCUS D. WAYLAND JOE V. SMITH a 1/2 va I.IT 1- vaeT Ts v/e .,� ,/z va S HASE 013E WM REAL ESTATE, LTD `""0A1' Vz rcrn gxtsttngZ iS'g'Y2PUD � u �5 VOL 6202 PG. 73 VOL 5740 PG 205 0 RRT. G.T_ VOM D.R T. C. T. D.RTCT � 8 9 10 11DmC QCrc7LOT C CJ,1V.T"G,-Cii®C 19 42 Existing Zo ing RPUD Existing Zoning G W LL,III [ R-L;T 7t Prii C Chtl1 r,,CI RfTj[ L,U1 L V. ] D;rritt G ,C]TRfal TIMBER L KE SECTION 1180 Y CAB485 LOT A2 r ' F Q' . R.TAC. T. y .R a 20 .S SHADY OAKS CONDO \ f D.r.c.r. 12 Case No. ZA17-016 Development Plan /Pedestrian Access Plan (Sheet lof2) Crescent Heights Littleberry G. Hall Survey, Abstract No. 686 Southlake, Tarrant County, Texas SUBJECTz PROPERTY W Southlake Blvd E Southlake Blvd Legend 4' Concrete Sidewalk ------ 6' Existing Concrete Sidewalk Flood Plain — — — Floodway — - - — Creek Centerline — - — Common Open Space Residential Lots (57 total) Owner 1: Owner 4: Creststone Group, Ltd. James R. Stacy, Sr., et. al. 225 E. State Hwy 121, Suite 120 1900 S. Main St., Suite 200 Coppell, TX 75019 Grapevine, TX 76051 Owner 2: Owner 5: Rhonda & Larry Highberger Ronald & Barbara Stacy 310 Shady Oaks Dr. 330 Shady Oaks Dr. Southlake, TX 76092 Southlake TX, 76092 Owner 3: Owner 6: Randall W. Stacy Roy J. Stacy Est. 300 Shady Oaks Dr. 320 Shady Oaks Dr. Southlake, TX 76092 Southlake TX, 76092 Engineer: Hamilton Duffy, P.C. 8241 Mid Cities Blvd., #100 North Richland Hills, TX 76182 Tel: 817-268-0408 Contact: Keith Hamilton Applicant: Hat Creek Development Cy P.O. Box 92747 Southlake, TX 76092 817-329-3111 D E V E L O P M E N T Contact: Kosse Maykus Planner: SAGE GROUP, INC. Master Planning Urban Design Architecture 4 O 0 4 1130 N. Carrroll Ave., Ste. 200 8 MAY 17 Southlake, Texas 76092 1" = 100' TEL. 817-424-2626 0 100' 200' 400' 36 47 STERLING CIR. SOUTHRIDGE LAKES ASE II CABINET A DE 467 BLANCO CIR. I u.E. A u.e. 55/ 0 or _ 32' L III [ ng''""][IIWgL 3A[IT B,[ rO[ 34 35 P.R T.0 /j /i zo 048O 549 D�l'C50 g`Z11fo: ng S, S[I1 EC,€1;['] RE�s,[ 52 53 0N- ---.,..9 HICAB PGH OINT ADDITIONIII DDZrCIn6[ISG 1s[ srd:67[ 6840 1 17 25 �s a-���/����v/a---rT- / IRI P�^ /IM a \ /P AF /�� ��'��`T-1 11 115rJ T '�!T A IT, v„ \ _ -/ 43s6x s.f. \ \ -\u //\�\ V/ i > \ L "LOT8 w ESU '\ 32 I /l 1 1 ---- \ A D /�23.83Ys.f. �= - II 28 % 2Y k -- r �L III / I I \ �\\ 6 65-f✓t %/J 24,162sf 7 T f Y� I A2 20 ,/z' -----I e D.e.� /� / ! I y4� 1 73'q�� 'I rxsIf \ �5 N1 ✓, \I'I II / \I II I 21 I I �- V i30�,1- s.ox6�.e - ) / /-����-�'�- A I \ 1 1 AI 1 V A2,4 I I A 3 ���2 I 30.075, ' I 3o.m7s.e 'Y,o�45le I s,xxQs.e vI S�ssk II \ IV 11 I I / �_� 6 e �E. j 18 1 V V x� �, LOT 7 o v PriA le oad c V A 1A /-HCt` s4.3o3sf. �RTv 4 I �� // a9 / `� i \ \ _ ., A A 1 A-+�---- cA Fic, z 77 �� I v 2 i 11 l v � -L / v A V A 1f_II 6 6 A DITION \ 7 \ \ y. 1 \ 3oa aRsSl @: _t I!!/ 1 comdaere\anmrvc \ \ Q��ee�w n«ess.vm P. IC. T. \y0 ---J V A 1 \ sting tng%. p / I -� A A A , oa aaYe, aaa ob Esmc L -Q- -- vcREsrsro E uP,-I — o asP -- t ]IFuJ %JV I ti \ J 40111 V --- --- z r 1 r 5 II -k\L J0 7 r 17 \ \ Is \I re - - -� / ®\y0 zc,q7, 1 \ °� n,n6 II. \ b \\ a s� r1 272;18 t'L I/ / L 1 1�\ 1 14 / I hal - �\ \ �i \ o l� I _ Wi z , - �.Y .. �7.o3t s.f 1 I s os3 s.e 1 � I I LOT s 44.342 s.e V A �� 35 E, 1 I / i� '° -� V-01 L i` -� s� �a3("/ 1//-'��� ��i`I Iv �l I I I ----J V A 0 �� I 1 30,08Yse. \ i/ / /� /� \\� I�� A.®-�J /� I ---"-j-j 1A1 s15E.f. 1 ,�AI L-`/`?" / x• v� / cf-V s iilli �11 jI�-- 7 t i/o7yo ,>`•Sr1A 16/ /\�,\/// II C D �7l IS;N€ E1 [ ]f' ....I I I I s � 43.586 E.t' I�s u h�i /1 3 `/\�\ //'/ / �° I �_ � - / \lD ..\I I 1 { IS, LOT 5 5 _IIst}s.e /\ /\, / /ce/y r�� Ir /V v rl i 1 / / / � I �� _ / /��I 1 v spy, 1 V v v`-�---+--- , \ WkFE,/SiI NlJ aD ne / L � R / \ \ clNc CREEK / // /061 PG. 64 - / a / I r' - a 0 388 \PG 86 ___/ %� /iT.C\/\k9 \ \ ---+ �/ /Y '\ \�6YY BL9_ 77;.t. /` 1�1_ 0� \\ \\ \ 37 1/I� 1///� B {°i%i//i / ,//�-7_J--/---1\No Exl tin m 2 1 s o Foe 9�\ 11 171 q . I 32Ya 5 � � Imo' \ II \ l o I_-� .1 t_51 ryUF nib t ,�>` £ � T7/ I 1�1 Z� 1 I �� 3.3J>s� r 1� 5 / / �""s.f. / i A w A ✓` h DUE o° ,-- 4 Peak n«E. / / 1j//odN //I I / /// // sqB i / / L-__� ?Yb55sf V U "ESD ivPe \ zs ue J - TlconcaErc PA mctF,rY,$L Y\ �f\'�° I`�S.R ���� Ess � s ._ 11 ITE Pi N \ 41 71 \ \ ` \\\ v � \ �; ', n�.� °\ \ \ 1 \\ I ENisthng Zoning SF -IA,/ .� / d5 \\�1 / - - "r _ v [ / 9 A a UNITY W A Y f^: y a > CITY OF SOUTHLAKW DOC NO 205,103'r A \ ti DOD D R T. C.T r .� i /A -! rtJl u _ / r � 1 All � .' iT H aKE 16 DO °-` 0 Z - - W n,[ ] A r I 1 0 \ \ �QQ \ \ . \ \ \ \\ / \ \ \ _ E,Hv,e Cin � Peace / /� / a�,.3tY s.t. 1 X7.076 ae 1 1 �-i - — - / ° w s p D`2 n U \\ ,P Y TWLAKE,.,. \ �° Il�l1stANG�2oIPA� \ 1 , v V 1 P 1 >u 1 V Cl 2115 4 OIv far\e l i �' i 44 / -'c v A� 1 1 Illi / v p t 12y� l I IR.If.%A /� IvIvI A \SRk SVA /A.. v�� �� i i'L / v A f \ I A Ao \ �� . 15.694 s.fT L� A 47\ 39 A - >v K4s7v, V °A / /� III v 1 1 III I_I . 1 0,x3 t s t ,i I 1 1_ 131ybs.d. �\ \\ T, /��< ' t �i X43 \ \� / /i /`��� ��omll >. ACpI L I III _ �1 l 1 1 1 "\ \ \ \ I� r/�� AY1lI'ry42' /� \'-4,06ts-f. \ \ iuT-� .,u`i;�i-f�:Fr rds� a o E r /\ / \ / 4 o i \I l AA lam" l '/400 s. 1 j dr III 11 I BG H .686 ADDITION c --- -1 \ \ \ \ I \ - \ \ \ \ \ I�--/ iIT �% \ \ x u �'� 4.90ost'� _ \�� III \ \ u i;�2stng Zo�iul \ \ \ 1 \ \ \ {' \ & 12 lit A�V` A I L,�M�Ly-a,u g\l l_. A A \ AV A A 1 /,%'�� � i��� �/� I \ _ A sE, � _ \I L \ unn �'� i ! t _/�s4_r V A a.� w 13 \ \ z�',npz ..\11 \ \ \_\ / \ 1 \ \ \ \ L _ 'Jl�--���J / \ %l9 ��(, ( I \ \III a"as,`c,ereA PL BLONDIE LLC IT E' x \ ooh 'l A 12 1 Existing Zonin Local A '�Ib34 E.f � � VI,�' /' �e.o. s Exrsti o r tailed Sit1e P z 6 6 Retail Cont. A 1 LL Ill CEI:,1[ 1 [o,[o, crz[Ii \ T 24 Blue d _ y' ��_ - v vAV` I. I b9z ToC A uRra - --- - - - - ---2a Type.°t-6uff€ryar r aw------ - _ I- 37 Existing Zonm , UD e3/z: 111 RLIa z �'rmo enb Dsc 1. MAN '/2' R" MMARCUS D. WAYLAND JOE V. SMITH a 1/2 va I.IT 1- vaeT Ts v/e .,� ,/z va S HASE 013E WM REAL ESTATE, LTD `""0A1' Vz rcrn gxtsttngZ iS'g'Y2PUD � u �5 VOL 6202 PG. 73 VOL 5740 PG 205 0 RRT. G.T_ VOM D.R T. C. T. D.RTCT � 8 9 10 11DmC QCrc7LOT C CJ,1V.T"G,-Cii®C 19 42 Existing Zo ing RPUD Existing Zoning G W LL,III [ R-L;T 7t Prii C Chtl1 r,,CI RfTj[ L,U1 L V. ] D;rritt G ,C]TRfal TIMBER L KE SECTION 1180 Y CAB485 LOT A2 r ' F Q' . R.TAC. T. y .R a 20 .S SHADY OAKS CONDO \ f D.r.c.r. 12 Case No. ZA17-016 Development Plan /Pedestrian Access Plan (Sheet lof2) Crescent Heights Littleberry G. Hall Survey, Abstract No. 686 Southlake, Tarrant County, Texas Site Data Summary Chart Existing Existing Proposed Number Average Gross Density- Open Open Zoning Land use Zoning of Lots Lot Size Acreage DU/Gross Space Space 0 None South Required 1,657' 20' Type L 33 Provided 1,657' 20' Type L 6* (27 existing) 50 50 (s.f.) None None Acre Acreage Area % AG & SF1A Low Density Residential RPUD 57 29,459 57.95 0.98 11.90 20.53% Bufferyards Summary Chart -170327 O Location Length Bufferyard Width - Type Canopy Trees Accent Trees Shrubs Fence Screeni ng Height & Material Required 0' N/A 0 0 0 None North Provided 0' N/A 0 0 0 None South Required 1,657' 20' Type L 33 Provided 1,657' 20' Type L 6* (27 existing) 50 50 166 166 1 None None Required 0' N/A 0 0 0 None East Provided 0' N/A 0 0 0 None West Required 1 0' N/A 0 Provided 0' N/A 0 0 0 0 0 None None Note any credits used in calculations: *Existing trees have been counted. "Required plant material has been reduced by 20% for an increase in bufferyard width. Bufferyard length has been reduced to accommodate the shown drives. General Streetscape Standard Notes: 1. Specfic plant types and bcatbns are subject to review by the Landscape Administrator durhg the building permit application process. 2. A canopy tree planted on the site must be a minimum of 4" n carper. 3. Accent / Understory trees are required to be a mrnmum of 6' n height when planted. 4. All plant materials are to be maintained in perpetuity. Notes: -Front Setbacks are 35' Typical -Rear Setbacks are 40' Typical -Side Setbacks are 15' Typical, 25' on corner lots -There will be no outside storage onsite -Private street R.O.W. & open space lots will be maintained by the Homeowners Association (HOA). -Open space areas are to be accessible to the residents & maintained by the H.O.A. -All ponds shall be provided with a device to provide aeration, such as a fountain. All fountains along the Southlake Blvd. frontage shall be illuminated. Legend 5' Ornamental Iron 6' Masonry Wall 8' Wood Fence Pipe Rail Fence to Match Existing Retain Existing Fence Engineer: Hamilton Duffy, P.C. 8241 Mid Cities Blvd., #100 North Richland Hills, TX 76182 Tel: 817-268-0408 Contact: Keith Hamilton Applicant: Hat Creek Development P.O. Box 92747 Southlake, TX 76092 817-329-3111 D G C V E L 0 P F T Contact: Kosse Maykus Planner: SAGE GROUP, INC. Master Planning Urban Design Architecture ' Landscape Architecture 1130 N. Carroll Ave., Ste. 200 Southlake, Texas 76092 8 MAY 17 1" = 100' TEL. 817-424-2626 0 100' 200' METES AND BOUNDS DESCRIPTION 57.95 ACRES - STACY PROPERTY ZONING SUBMITTAL 1N THE L.B.G. HALL SURVEY, A-686 CITY OF SOUTHLAKE, TARRANT COUNTY, TEXAS All that certain 57.95 acres of land, which is all of Lot 1R and Lot 2, Block 1, Owen Addition, recorded in Cabinet A, Slide 4317 in the Public Records of Tarrant County, Texas (P.R.T.C.T.), all of Lot 5, Lot 6, Lot 7 and Lot 8, L.B.C. Hall No. 686 Addition, recorded in Cabinet A, Slide 2877 P.R.T.C.T., all of the 9.994 acre tract described in the deed to James R. Stacy and Sharon D. Stacy recorded in Volume 12061, Page 1764 P.R.T.C.T., and all of the 4.379 acre tract and the 5.62 acre tract described in the deeds to Creststone Group., LTD., recorded in Document Numbers D215014570 and D213178926 respectively P.R.T.C.T., in the L.B.C. Hall Survey, A-696, City of Southlake, Tarrant County, Texas and more particularly described by metes and bounds as follows: (All bearings shown hereon are based on the city of Southlake Case No. CP15-002, The Glenmore Tract, dated September 14, 2015, provided by client) BEGINNING at the most southerly southeast corner of said Lot 2, Block 1, Owen Addition, common to the southwest corner of Lot 12, LBC Hall No. 686 Addition, recorded in Document Number D205114971 P.R.T.C.T., in the north right-of-way line of Southlake Boulevard (F.M. 1709 - 130' R.O.W.); THENCE North 88° 47' 07" West - 1657.20' along the north right-of-way line of said Southlake Boulevard to the southwest corner of said 5.62 acre tract, common to the southeast corner of Ginger Creek, recorded in Volume 388-145, Page 86 P.R.T.C.T.; THENCE North 01° 15' 49" East - 1287.86' along the east line of said Ginger Creek, to the northwest corner of said 5.62 acre tract, common to the northeast corner of said Ginger Creek, in the south line of Southridge Lakes, Phase II, recorded in Cabinet A, Slide 466 P.R.T.C.T.; THENCE North 89° 35' 47" East - 1967.40' along the south line of said Southridge Lakes, Phase II and the south line of Lot 22, Block 1, Highpoint, recorded in Cabinet A, Slide 6840 P.R.T.C.T., to the northeast corner of said Lot 8, L.B.C. Hall No. 686 Addition (A / 2877), and in the west right-of-way line of Shady Oaks Drive (R.O.W. Varies); THENCE along the west right-of-way line of Shady Oaks Drive the following courses: South 06° 02' 00" East - 536.16' to the southeast corner of said Lot 5, L.B.C. Hall No. 686 Addition (A / 2877); South 86° 47' 41" West - 2.69' to the most northerly northeast corner of said Lot 1R, Block 1, Owen Addition; South 06° 03' 18" East - 409.47 to the most easterly southeast corner of said Lot 2, Block 1, Owen Addition; THENCE South 86° 43' 39" West - 428.19' to a point for corner of said Lot 2, Block 1, Owen Addition, common to the northwest corner of Lot 9 of said LBC Hall No. 686 Addition, (D205114971); THENCE South 01° 16' 47" West - 371.66' to the POINT OF BEGINNING and containing 57.95 acres of land. THIS METES AND BOUNDS DESCRIPTION 1S FOR ATTACHED TO A ZONING SUBMITTAL PACKAGE. 1T 1S NOT INTENDED FOR TITLE TRANSFER. Wall / Fence Diagram =7w M7----------- — — F F — 19 I lod \ r l r l o f 43,568 s.f. �LO �1 1 1 1 I I III I I---------- 1�--- _ -T---'%— Le— Flood Plain Floodway - - - - Creek Centerline - SOUTHLAKEBLVD. Development Plan /Pedestrian Access Plan (Sheet 2 of 2) U I I ,I I I Case No. ZA17-016 Crescent He0 ights Littleberry G. Hall Survey, Abstract No. 686 Southlake, Tarrant County, Texas CRESCENT GREENS U Eta Z(Ed.A -L :_. 1 I dEVATION--sCRLEW IVALL- __ pLAN SAGE GROUP, INC. r %annkg TYPICAL STONE SCREEN WALL ZA17-016 L Mas e /�&/\ Urban Design N rhi © O 4 Q W 1130 N. Card Ave.,., S 200 B lake, Tews 76092 TEL: 8174242626 TYP. ORNAMENTAL METAL FENCE J TEXTURED 1 PATTERNEI COLORED yp PAVEMENT MGE GROUP, INC STONE SCREEN WALL -`T--j-iZ'2 S GATED ENTRY CALL BOX p / GATED EXIT its PIPE RAIL FENCING TO MATCH EXISTING PLANT SCREENING HEDGES IN FRONT OF PIPE RAIL FENCING - TYP. THE ENTRY PLAN � /F a .. MONUMENT SIGN 0 � y x con LOW STONE WALLS �fyyy ry H MONUMENT SIGN CRESCENT -HEIGHTS- CRESCENT HEIGHTS Y fXES um to - CONG.TtZA•IL-- -- OPEN a .Y-� SHORT TERM PARALLEL PARKING euU ern Ty a 59W phv cmcTio. EXISTING TREE5 TO REMAIN PROTECTED SPACE SAGE GROUP, INC PORTION of KIST,; - 7PMLTo RWktu MAIL KIOSK IN OPEN SPACE ZA IT I \ 1 Urban C�9n `V rtM1R Q 0 O Q u30 N. G.11 A., S. 2aa M. 817i242626 PORTION of KIST,; - 7PMLTo RWktu MAIL KIOSK IN OPEN SPACE ZA IT ROOF EDGE ABOVE in I 18" 18" w I I I I I I I I I I I I I I I CLUSTER MAILBOX I UNIT 3-13 BOX UNITS EACH END I I I I I I I -- ----------------- PLAN LED LIGHTING (TYP) FRONT ELEVATION END ELEVATION MAIL KIOSK i I I li I I I I I >-----------------� I D I I I I I I I I I I I G I I I I I I I I I I I I I I I I I I I CLUSTER MAILBOX I UNIT 3-13 BOX UNITS EACH END I I I I I I I -- ----------------- PLAN LED LIGHTING (TYP) FRONT ELEVATION END ELEVATION MAIL KIOSK =R MAILBOX ROOFED TURE Tree Canopy Coverage Total site area 2,524,414 s.f. Total existing canopy 621,648 s.f. --> 24.63% Preserved tree canopy (green) 404,085 s.f. --> 65.00% Possible preserved tree canopy (yellow) 79,912 s.f. --> 12.86% Removed tree canopy (red) 137,651 s.f. --> 22.14% 621,648 s.f. --> 100.00% Engineer: Hamilton Duffy, P.C. 8241 Mid Cities Blvd., #100 North Richland Hills, TX 76182 Tel: 817-268-0408 Contact: Keith Hamilton Applicant: Hat Creek Development P.O. Box 92747 Southlake, TX 76092 817-329-3111 D E V E L 0 P M E N T Contact: Kosse Maykus Planner: SAGE GROUP, INC. Master Planning Urban Design Architecture ' Landscape Architecture 1130 N. Carroll Ave., Ste. 200 Southlake, Texas 76092 8 MAY 17 1" = 100' TEL. 817-424-2626 0 100' 200' 400' 11_1,� STERLING CIR 36 47 SOUTHRIDGE LAKES ASE II / CABINET A DE 467 / � BLANCO CIR. �i I II I 5' U.E. I I I 5' U.E. `N, 55 I � � I U P.R.T.C. F. / / 1 1 22 / / / � N,I I 32 35 / / / / 1 1 15 49 50 51 52 53 O \ I I HIGH POINT ADDITION 33 34 / / 20' D.E. 1 54 I I CAB. A, PG. 6840 48 1 1 15' U.E. I P. R. T. C. T. / 22' U.E. & D.E. / / / 1 I 5' U.E. & D.E. N1'07'36"E 1 - - - - - - F.- - - - - - - - ------� / 1.07' I 12 3- Tb- 18-�9----------------- �� - ---- �� ----- 724 _ _ _ _ _ _ 5 8 CF SE&7D`- T) /8 PC S PC R S 5 CO \ \ \ N - - 5/ "IRF " 35' REAR ETBACK _ 35' REA ETBACK ��1 \ " \ \ \ \ \ 1 35' REAR ETBACK 1 _TT 1 „J �v \ \��--��I ��I� i/I�� i t /�i V v �I vv j �I �/ l i 11v 1 1 �� / A v �vv�v��Iv�1 I► I 11 I i 19 I 64�. O \ \ \\ / _ /I /i - 1 / / + \ I^ L i 1 \ \I i I \ \ I i I I \ ► 1 I i 43,568 s.f. 1 v\ Iv v 1 1 v Iv \\ V A v v v v I 1 1 1 Y 1 \20' SANITARI SSEWER EASE\M T 32 / / \ \ \ \ \ \ \ \ - 9761. f� 848 � / � � /% I \ \ \ \ � 1 I I � - D.R�6Ir. 23 839 s.f. /^ 28 / ' / 2%� \ \ \ \ \ I 1 12a 1 m > ��_ 1 �L-I -- / rt y 2 vi v v 4- -- 15' U.E. 36,265 s.£i. J / / 29 2 ,373 £ % s I\ \ 20 1 \ / ��' / / I 24,162 s.f. T J 1 �' I �3 738 lf. \ \ I \i / 1 I 21 I 1 /2" IRF BENZ - - - - - - - I � �` / � - � � � I 25,086. f. M - - - � Jf �5 v - ♦ `\ 1 =\ y I 1 / / - \ -�_ \ \ �4 1 30,075 s.. 30,017 s.f. I 1 I TT ,� / �/_ v '25 887 s.f. ;3 v i 29,024 s/f. / L \' _ \1 TT2T,-3_L ss 1 . I/ ` 7,81 s 1 1 26 s If 1 - 1 - - TT $�� .. - I 18 V / v/a ��� / -V� 1\1 J L �J LOT 7 I 1 / t x L tie Road C ��� 54,303 s.f. V A LLLI _ _ 6 6 A DITION 1 \'RF 4 I� `� / ~ er ency Access, Pedestrian CAB. FiG. 2 77 y 1\ 30,047�s� � � / � / � /� \\ - - // l � � ����� � 1 \ 1 \ \ \ �"Z g P. IC.T. �� 1 \ Drainage, and Utility Esmt. L _ � - - - - - - _ 1 CRESTSTOIKIE - I 1a1 vvDOC. NO�D21 9' P / �� I� 11116 �I --_ ----- 3 -----� N D_R �.� Oen i ¢ Y /2" IRF -_ p \ X1/0. Im - i Space 5 �/ \\�- /b /�� -�--� ��-�=__ 1 ���j 1 Lot ? v 22,776 . -v� 1 �� open �� .r1-2 1 0 £ I/ 14 - 17 1 \ 2� 54 4 s. , \ // ' I Space / I _ - � T/ 7 964 s. 7 7,031 s.f. I 28,083 s.£ I _ _ 1 I 44,342 s.f - - J \ 7 \V`� , lZy Lott _ I T i1 1 \ I I� 35 l / i -� -\�� I ► �!d v zi,s6�s.. - PR.T..CT.,3sz( I� 15 �------- �J O \ \ ` / / 1 ► ^' l I / I 1 I \\ 1 \ \ 25,773 s.£ 1 �63�43a - - I 30,089 s.f. \ / 22,791 s.f, / \ L _ _ / /I / 1 1 _ - - - \ 1 v /� / � 1 J \ I vI ----- V- \ � 1 /o� ,� I 1 IIS v 1 I X62 7�-- - 16 rj� 12" IRF9 -- - - / 43,586 s.f.\i D( / JJ o p u I \ I/ LOT 5 636. 1I / 1 3 / V / i / /- / i o / 1 1 A SLIDE 2877 I� 1 I V� �l- - / / .T C.T. I ` TT 1 _ / �/ / 2,817 s.£ \ /� / i ���/ sz - / M �---J - �\ 36 ♦ �� / 1 / �� C� r __ / / / 1 _ - _ �� / / �&A N,�ACY - // / ^ 1 ��ryyI o /I��� \ \3324 S.f � � � JA S R. p.� rr. �Cnl �135' EA ETBALK 1 �- / ' h� - \).E \ / EI /IR� 1 / / / / I 3� g - \ _ -�� 101 jPG. X64 , A / / �i �I/ _ �- A�N� v pace w� / R T.C.k 25 031 s g / / / f -\- I \- \ \ s - 71 i� / y / X67.9 s. \ \ I 6 7 \� / 13L 7k.f. / / / / �I i- -� ♦] _ _- - -�� \ o 1`J 1 5/8" IRF / /o ''IR ��/IJ - / �_ _ / - - _-TL_ _ - 7- \ / / / / % / / QQ IIS ` / �/ / / / / 1� -� / \ INGRE3S/EGRE�S ASEMENT 1 ^1 EXISTING SSMH \ 37 / '� / / / / / / / / ' S3 1 / // / \ / / _ - 1 I / \ 3 DOC. N� 20 134511 2\ 1 1 IM=636.751 / / ` 29,549 / i Road B ` \8,923 8.f. / �j _ 1 I / \� \I D.�. c..l \ F"LFT_,=627.l 31,453 s. I / ) r / / / / / i f / 1, 7j 33,294 S.. li 1 FLOUT)=627,841 � I / I' / / / / / ��/- / � / / � 1 6 I � -_ � �� � � � ' 1 f J � � JAME T /Z/ / i_ 1 i� I i f ) 1 / /T - / /// , N0. 2 y / / 3Q,3�9 s.£ 5 / \ 1 / I F /- II / / - L i I u / I I / \ ; \�J \ Ped rian T / /f T-7` _ /moi 1 1 � / I/ I 3;661 s.£ / / � 1�/ /I / I / - / Mail I�io OW /T� v //1 / I / I 1 f J.E. //\ /Oen O'AB. / 1 J - 4 ' EsDE I/S ac ] I/ /I - �- 1 L _ 29,�\5 S.f. / I ' \ \CAB A S DE 43171 °o R. ll� I 0 BUP.R . SETBACK / of \ \ �/ Open 1 l 1 \ C� . I /Spa S. P.R.T. T - J \ ` 4' Sidew Ik / / 1 - _ 7 r �i / I - �I 1 1 1 1 1 1 1 1 \ / j/ �� •l T / / 11 ` P\ SIOF � K L 1/ I 1 f �� 11 5 E r 65,458 s.f. d� r ' - L - I / TT 1 _ _ z v i\ CAB A SLIDE 4317 /Open r � I I \ = _ V I� l�' S ✓V 1� \ / / / at \ o of ' / (CJ Sac / I\Oa p 1 Pny t2 �c� Fate \ 1� I8, 9 o / p� �� / , / 25` 5 E SETBACK I I a\ p � ,J Lo 6 S EASEM \ \ 1 � \ \ 1 \ \ \ \ `C� / / - � \ ♦ I I �tJ I r �F O — zc Lot I0 1 ��,��\\ \ \,' '=;. 19 \ \ \` I \ \� , ��� / 116,}02 s.f/ I \',-'SI \ I Opcn 9pzcc \ 15' U.E. / 91 11 \ / / / / \ ^ I SFS �4 n �•1 �/Io'SII � 1 � 1 � �� v� � V v v L - 45� �/ 3 ,319 s.f 5'/u�L. / ¢,- �f / \ TT \ \ \ \ I rg c ,/AcG s, Pedestrian / / / I SLIOE`a317 27,076 ST£/ z� _ 1 - - \ \ \ / I I P...4T. r, /� \27,�40\s.£ �� m \ \ \ \ \ - s qra age, and Utility�Zsmt. f/I < I l �� n cess, ETONG P, 1 -\ ♦ v 1.1 / �A // j \ _ - P estrian A es Aare Ro \ ♦ v i\� �� �� /// �� 44 �� II / D mage,&uti� \ \ I �� - - ♦ i < 25,694 s.fy I \ 10 I 1 1 Ds it�g� I 1 I Op nS a \ \ 1 1 o�\2N 0�2 s. 1 ♦ 1 I I 5`O�\ i �i % ♦ \ > \ 26 831 s.f 1 3 \ � / � N / I 3 I 9� I , EG F NT I- \ 4, s - j� i / i / �/ \ / // 1 1 1 I °�1 1 � �1. 1 \ 4,`� \\ \ I Fide A\dprbvec Lirpited �ccess I mLLI 1 L _moo LLL LLQ LL LL- �T LL� 96' TT V AI �� �# 'Imoi �� 4r � 1 24,06 I / 1 012 s £ y .2 400 j/11 1� A �� ��� 1�1 624 / 12 L TS 1 8c DI 24903 f. BG H 686 ADDITION V �� 1 �� // 1 ���� ace/ I \\ S I E 1 \ \ �X 652.78 / i /►� / _ ___ / ♦ / llot 1 \ 5/8" DQ4 / / �I 1 / ► i I� / / / 1,/168 � \-7 4 UILDING ETBACK DE P.R.TIC T. 111 .6ETB - � \ \ \� a ` / i AR r. E �°s ♦ 20 34 s.£ 11 \ % opt �T1-1 1 12 11 - 1.2 Y ♦ / _T % ��S\\_ 1I \, \ pac \ Sp,QT _ A- i - - - ° ` - \ \ of I - I _ - CAB A Sul �- z88,�sz s� B f_Jjard�' _ --7� -�- _---�CRss-------------\"TIN' 1 \\ - - - a - _ - 20' Type 1" Buffgry�r - - -! - 5 \ \ 6' Sidewalk i - - 50 F LANDES 1 YCF PRECISE /2" YCF RLG WM REAL ESTATE, LTD D.R.T. C. T. 2 1 Tree Conservation Analysis Littleberry G. Hall Survey, Abstract No. 686 S��U T H L A KE B 9 , - a_-- 30 3 650.064 4 - TXDOT BRASS DISC ROW MON 1/2" YCF RLG P1.4 3231292g Be- MMARCUS D. WAYLAND JOE V. SMITH 1/2" YCF VOGT 1928 1/2" YCF VOGT 1928 1/2" YCF MOAK 1/2" YCF NELSONVOL. 6202, PG. 73 VOL. 5740, PG.205 p..� s/s" IRF VOM. D.R.T.C.T. D.R.T. C. T. 8 9 10 11 19 W TIMBER L KE SECTION 1 18 Q CAB. SLIDE 485 .R.T.C.T. a 20 12 UNITY WAY CITY OF 0 IN .20501 I i � DOCS- .R.T.C.T. p' pNUSrAPE �� oR��:.oM �rE prysp S \ - .°o II � EETSCAPE 11 b1 TH 0'.,A y.. D. D. tea$ °c; Lym A y� 77 iiSOUTH LAKE OAKS A ■■■■■e■�m■u. LOT I BLOCK L�SOUTH AKEOAKS.NQ (INST. NO- D207LIAIFC2 -.RE rA�=AL PL BLONDIE LLC D.R.T. C. T. LOT A2 SHADY OAKS CONDO D. R. T. C. T. Case No. ZA17-016 Crescent Heights Southlake, Tarrant County, Texas ...\040-062 Utility Plan.dgn 4/17/2017 10:01:09 AM 61 O 17 7 III 15 16 1/l21,\1 1311 oo v 39 36 3] 60 59 5g 5] 56 j1 0 �l O DID Z m 46 III IVVI Do U 47 I1 ch i n 1\�� JEo �s'uc SOUTHRIOGE AKES 56 1Q Ill TUI O G.1 , \ \ I r __I7o.c CABINPRTCET E 46] /�-/-- / �` \\ \ I, _ - / .. 22 CONSTRUCTION MATERIALS AND METHODS SHALL BE PER NCTCOG ] A, Q _� -- 31 32 O 3� ' -� 'Y n<. - �- =� 1 i -HIGH PgNT ADA�111aN \ STANDARDS DED B Y '�- ; I / AMENDEDTHE CITY 0 F S 0 U T H L A K E In 33 - u o.s.54 CAB. A. PG. 6840 34 \� \ I / Z -,- 4e, „ \ P.RTCi. \\ DESIGN AND DETAILS o 0 __ -_---------__ __ � I rs a ' g.yry , a/f sOITO > 5 Mf S,RV 5 �gSNR } -T-l- --a ____---- \ \ I ---� - r---rl l 11 l l ` W O L1 N g SCALE t" 150' �--- 19 II\ l I \ \ B 1\ o )s Iso ]oc i _ m 60\ FO \ I a¢µ 32 \ I oR 31 1 1 2 1I I \ I I I �' '•- ____ \ Z zl i r----- 1 \I 41 z3 1g617a111 F 1 30,0]Se \ lg e 2 u � a I � V4f � 1 \ \ I ,A3o \.' / I Pr va a os C � � � _ _ _ _ A®y01➢0N ®. 10.3031£ 1 1 34 / 26 77I 7 \ \ of - 1\�7,1m3 \ 4 ') R31 __\1.[ \ \�" 32,993 v/./ 1 \' \\ _ _ 3 \ �/, \ �( / 11o�. 1 I LOT 541'186 °'C I CITY OF SOUTHLAKE _ -_ \ 4'+• / / 33,817 aE -\-/, I ��--I I'-$--- I , _gyp n -J 1 1 pOC. NO 205010312 YY '_f E- -36 / . L= I I1 r" \ C __ ________ -- IL�pOp V14a�/ / N A66r'\ s I 11I U i /��� \ - --- - --- ---- X LLI \ \\ 11\I 7 Wig, T B\> LL n\ 8 \ ! 2a.c �.'� Lu Y z v,.A I - - ❑ �_ n,1� 1 g z4,o99 ac// i 6`� \`\` m,m 1 Q Q I <\vs\ O CITY OF 5001171 m 1 ({ 0 1�wo 5f�� I \a ds< I DOC N0. 2T. C.T 160 ._r a.£ / / ` aR .a DOD. OR. T.CT. I 91 I v IaAw / I �-'RRAZI!. 'F \ L� xsOua \ I11, I SII 31.202iC cx , w W 4a / \`` / - \ \ ® / I \ \ Z , Z u I o jj J, .x 4\ It--\\ 10x i o Q L O ~ _.._.._.._ - _.. _.._.l_.._.._.._.._.._.. .. . .. M I LAKE OF' SOUTH1326 VOL.Y11618, PG VOM. D.R.T.C.T. �R U -_-_-_-_-_-_-_-_-_- _-_-_-_--_-_£E-_-_-___-.--- X,Ai 1° Roetl C \ ._ \ ✓ I __31,012e. 31,012.4f 66 AD ➢ON 51 55 .............. ` 13 .J 1 L__,L__� L < II xn13 F n'a I PL BLONDIE LLC I 101 I W I T. TIP\ \_- / \ aL I Ana D.R.T.C. W \\ J 'TR. 10' I J 3=wc ~US RSERVICE Wo3LL ------ ------ -- EWER o -- w. --------- SAN. SWR AT �J"p, ➢oi - - W. -------------- CENTERLINE OF LOT zo �gyN _ - a c w'mww TYPICAL LOT SERVICE CONNECTIONS aoa OR o SASE ONS REAL ESTATE, LTD MMARCUS D. WAnANO JOE V. SMITH 'rrpw< s" '/''"YVR1� T<sN<sw »m NTA \ 915 V01-6202.6202. PG. 73 VOL. 5]e0, PG.205 F c N. T. S. p, .RTC.T, VOM. D.R.T.C. T. D.R.T.C. T. 8 \ 9 10 11 19 m x 2 \ /18 O a TIMBER L E SECTION 1 / LOT A2 \ CAB. A, SLIDE 485 o 0o w l.LL Zma \ P..T.C.T. / SHADY OAKS CONDO D.R.T.C.T. v i n \ _ _ / YO N Z 12 O F and Y , 7 O O 17 PO O x b O O LL LL I ci N 1 I 5 21 50' R.O. M. p n n R LL 5' 15.5' 15.5' 6' iTP TYP 1 TTP TTP • WATER IMPROVEMENT NOTES SEWER IMPROVEMENT NOTES j m O C U W 2 Q Y 2 w 0 0 o u 1. ALL WATER METERS WILL BE INSTALLED BY CITY PERSONNEL. 1. SANITARY SEWER LINES SHALL BE SDR-35. PVC PIPE. ONE JOINT OF 150-psi PRESSURE I RATED PIPE SHALL BEINSTALLED UNDER ALL FURNISH AND INSTALL WATER LINE CROSSINGS. O O 2. FIRE HYDRANTS SHALL BE LOCATED OUTSIDE OF THE SIDEWALK IF WALK INTENDED. SANITARY PATER a 2. PIPE NOT UNDER PAVEMENT SHALL BE BEDDED IN CLASS 11. OR BETTER. MATERIAL AS SEWER 3. ALL WATER LINES SHALL BE PVC PIPE CONFORMING TO AWWA STANDARD C-900 SDR-18 DEFINED IN ASTM D-2321. AND PLACED AS DIRECTED THEREIN. BACKFILL SHALL BE UTILITY SECTION MINIMUM. WITH NSF SEAL, PRESSURE TESTED AND DISINFECTED IN ACCORDANCE WITH SELECT MATERIAL COMPACTED TO 95% STANDARD PROCTOR DENSITY. PIPE. INCLUDING NCTCOG STANDARD SPECIFICATIONS. WATER MAINS TO HAVE A MINIMUM OF 42" COVER TO SERVICES UNDER PAVEMENT REQUIRES CEMENT TREATED SAND BACKFILL.r NOTES: THE TOP OF PIPE. SERVICE LINE CONNECTORS SHALL BE COMPRESSION-TYPE WITH STAIN- N.T.S. m LESS STEEL TUBE LINERS. 3. AFTER COMPLETION OF ALL TESTING (IE: MANDREL AND AIR). CONTRACTOR SHALL PERFORM T CONRACTOR SHALL BORE EXISITNG TREES TO BE A TELEVISION INSPECTION AND PROVIDE VIDEOTAPE TO THE PUBLIC WORKS DEPARTMENT. 1. CONTRACTOR 4. ALL WATER LINES NOT UNDER PAVEMENT TO BE ENCASED IN SAND AND BACKFILL SHALL BE AS NECESSARY. DEFLECTION TESTING SHALL BE PERFORMED AS SPECIFIED IN SPECIAL CONDITIONS. PROp, SELECT MATERIAL COMPACTED TO 95% STANDARD PROCTOR DENSITY. PIPE. INCLUDING OPEN SPACE LOTS ARE ALSO DRAINAGE AND SERVICES. UNDER PAVEMENT REQUIRES CEMENT TREATED SAND BACKFILL. 4. A 2" HIGH LETTER "S" SHALL BE STAMPED ON THE CURB TO MARK THE LOCATION OF THE UTILITY EASEMENTS. SEWER SERVICES. 5. SERVICE LOCATION TO BE STAMPED ON CURB WITH 2" HIGH LETTER "W". 5. ALL SEWER MANHOLES SHALL BE 4-FT. DIAMETER IN ACCORDANCE WITH STANDARD CITY OF TRENCHING AND SHORING OPERATIONS SHALL COMPLY FALLEXCAVATION. 6. ALL SERVICES TO METER TO BE A MINIMUM 1" SDR-9 CLASS 200 POLYETHYLENE. SOUTHLAKE DETAILS. THE REQUIREMENTS OF THE U.S. DEPARTMENT OF LABOR, OSHA. 7. ALL SERVICES TO METER TO BE A MINIMUM 1" SDR-9 CLASS 200 POLYETHYLENE. 6. CONTRACTOR TO PLACE A 3/4" PLYWOOD FALSE BOTTOM IN ALL SANITARY SEWER MANHOLES ST. SAFETY AND HEALTH REGULATIONS". VOL. 29. SUB PART P. 8. CURB STOPS SHOULD BE TESTED FOR LEAKAGE AND FULL FLOW WHEN SYSTEM IS PRESSURE BEFORE PAVING CONTRACTOR BEGINS WORK. 128-137. AND ANY AMENDMENTS THERETO. TESTED. 7. RIM ELEVATIONS OF THE FURNISH AND INSTALL SANITARY SEWER MANHOLES IN STREETS ARE TO BE CRITICAL 9. ALL FIRE HYDRANT ASSEMBLIES TO BE EQUIPPED WITH A 6" GATE VALVE AND BOX. CONSTRUCTED 18" BELOW FINAL FINISHED GRADES BY UTILITY CONTRACTOR AND ADJUSTED HYDRANTS SHALL BE INSTALLED WITH A FACTORY BASED PRIME COAT ONLY. HYDRANTS BY PAVING CONTRACTOR TO FINISHED GRADE AT TIME OF PAVING. EACH SHALL HAVE A LOCATIONS OF EXISTING. UTILITIES ARE APPROXIMATE WILL BE PAINTED BY THE CITY. TYPICAL CONCRETE BLOCK-OUT CONSTRUCTED PER STANDARD DETAIL. AND ARE BASED ON PUBLIC RECORDS. THE CONTRACTOR 10. ANY WATER VALVES LOCATED WITHIN PAVEMENT AREAS SHALL BE ADJUSTED TO FINAL GRADE 8. ALL TRENCHES SHALL BE COMPACTION TESTED AT THE RATE OF ONE TEST PER 300 L.F. IS COMPLETELY RESPONSIBLE FOR LOCATING ALL EXISTING BY THE PAVING CONTRACTOR. THE PAVING CONTRACTOR SHALL CONSTRUCT A TYPICAL CON- OF TRENCH PER LIFT. LIFTS SHALL BE NO GREATER THAN 12" LOOSE. TESTS SHALL BE UTILITIES. BOTH HORIZONTALLY AND VERTICALLY. BEFORE _ o CRETE BLOCK OUT PER DETAIL ON SHEET. STAGGERED SO THAT TESTS OF ADJACENT LIFTS ARE NOT DIRECTLY OVER THE PREVIOUS THE COMMENCEMENT OF ANY FURNISH AND INSTALLATION. N LIFT. IF THE DISTANCE BETWEEN MANHOLES EXCEEDS 300 L.F.. A MINIMUM OF Two (2) > 11. FIRE HYDRANTS SHALL BE EQUIPPED WITH 4-1/2" x 5" STORZ ADAPTER CONNECTION WITH TESTS PER LIFT SHALL BE TAKEN. THE TESTING LAB SHALL PROVIDE THE LOCATION OF rc BUTTERFLY VANES. ALL RESULTS ON A PLAN AND PROFILE SHEET PRIOR TO TRENCH ACCEPTANCE. THE PAVING UTILITY RELOCATION NOTE: 12. WHEN A WATER LINE IS BORED. THE CASING SHALL BE CAPPED AND VALVES ADDED ON CONTRACTOR SHALL NOT BEGIN WORK UNTIL THE CITY OF SOUTHLAKE HAS APPROVED ALL IF ANY EXISTING UTILITY POLES. POWER POLES. z EITHER SIDE. TRENCH WORK. GUY WIRES. TELEPHONE UTILITIES, ETC. ARE FOUND 13. ALL FITTINGS AND BENDS SHALL HAVE MEGA LUG RETAINER GLANDS. 9. ALL MANHOLES SHALL BE VACUUM TESTED. TO BE IN CONFLICT WITH THESE CONSTRUCTION PLANS, SHEET THE CONTRACTOR SHALL CONTACT THE APPROPRIATE 10. COAL TAR EPDXY IS REQUIRED IN ALL MANHOLES. 14. FOR VALVES INSTALLED 4" AND DEEPER. ADD EXTENSION WITH CENTER RING 2" OR LESS. UTILITY COMPANY AND COORDINATE THE RELOCATION OF C1.03 11. ANY SERVICE TIE-IN TO AN EXISTING MANHOLE MUST BE CORED. ANY AND/OR ALL SUCH UTILITIES (NO SPECIAL PAY). mommommoommor ...\040-062 Utility Plan.dgn 4/17/2017 10:01:09 AM ! 1 ( \ I \ \ 59 1I � I\ 57 \ 39 38 37 I 4� \ \\ \ 11 6O \ \\ \ 1115 I\\\\ '\ \\ \56 36 47 47 A s' uEl v A A SOUTHRIDGE LAKES ,� 1 / I / I I \ \ 55 I \ cq � SEI \\ OJI CABINET A S E 467 �- / /' I �\ / / I / \ 1 \ \ \\ \ �� 11 \ \ P.R.T.C.T. , 22 ' / O I �I sD.E. I/ \ \ J 1 I \ \ 1 O \\ \\ I \\ \ \ 35 / �/ \ 49 I I 50 - \ 51 - �2 \ \53 \ \ \ I \ \ \ HIGH POINT ADDITION \ \ \ 33 , / 20' B.E. I I I 1 \ \ \ \ \ \ \ \ \ \ 54 \ \ \ 1 \ \ \ CA A, PG. 6840 \ \ 34 / / 48 / \/' \ 1 \ \ \ \ \\I I-'\ \ P.�:T:CT.- I \ \ \ \\ \ \ I5' U.E. \ \ \ \ \ \ \ \ zr uE. s B.E. s• U.E._a ITT � \ � � �\.�\\ \ �ro7 WT \ 1 1\ \ \ \ \ \ \ \ \ \ - - -/ Ie ,S\.",'- - �\ zz°- � x I \ \ \ \ 25 \ \ \ \ - - ,,,• "j ' a,�\f)a' �cr\ _v��.. \ # - \ 2501 g1302 / \ n' SANITARY\$CYERM°~ EASEMENT / / / \ \ RWEI �C\\\ I,v \ O , / / \ \ \ \ \ \ \ \\ \ I ( \ OG 4ALL ADDITION \ \ �F \\ •"' / r \ I'� \ \\ \ CAB. PG.\2877 \ �� I.C.T. \ \ \ I \\CRESTSTONE GRI UP T� 23 \\ \\ \ \D\OC. NO. D2131 ,m _ .' I avo �. VIII I - - \ \ \ \ \ \ \ \ \ \\D.R_T.C.�' • / p�:>; I / III(\ \ POND -- �� \ \ \ - \ / \\ \ 1/2-IRf \ \ \ �/171 \ 2j I \\ 7l �_ \\\\ \ ------ - - - - i a I `\-\ \ \\ 1 \ SOT 6 .R.'T.O.ET.'/e2 •I°r'/• 04. \ h\ \\ \\66is.' \ \ \\ \\\ \\\ \ 1/2- IRF \ \ 2 *211 2N sOIT al2.z S.� (M( °AA °Tfn \\_ I I r �\ \n` \ L\ JAIyAIfS 1I R!S,TFCC � A E R /-- &1 y,, �1„ / /WIFE STgC`f I , / / / / - - _ - J/ � � ' - - - - - \ t . Ilk \ '\ I ,y , ,� .°./ / / 1206 �P�. //=\\ \\ �•5 \ NR \I -,�- „°J /"' O•a� 11/ /j.°>,4', / // �' ' / / / // ///L��LR, BLOCK / ' • - - " I - i `O - •y �\ - t.,•�1v•.r%nI I / //�/ // �� / /i _ I / // // //// \ \ \\---t- % I I \ Ho oza .>si"T \ 1\ 1 \\ \ TCT. I I „• / .74 JAMES\R. STACY / �I I 1 l• °b'• �•1•' -°' e'/•` .?• / / / / / / / / / ',' / / \ \ 60C. NO. D•87510�9 .„ / 1 WEN QDDI I \ \I/p �c / I AT ,/ / / I l ( / / N A �� 'm / / II \ I \ BIJHA LSTDES ( I! a / f. t I / I / ' / P T. RE. \/) cAB V R�T,f i I g 4'° / r 1 r/' I / ,'(�® 1 'y .t/ / .,,. / cAB/P z ��,�,,I\ \ \ I <• / • Ili °�y�' i 11 I I I 1�r/ / / fR \ / 117/ / /�\'11 \1 / L I II _/J" / ,b / •/ I ,� / a II \\ \ LOT, 2\ BLOCK t� I \ 5•V.E. �y �,(°• nNl ARr SEwE T ''.I ezrRE$Y•AT ��)] \l I \( \ 1 \ \\\ \ \ I �-� I •,. / / ,�• //N // / / / ,' � I \ \ \ / 1 I / I� I I 1 I I I •'. VRT T 5 �� IN \ \ I \ I \ •,.. / / / / // // / / / \\III \\ 1 I I �„/ / / TCT \ IT / / I 1 I /f�// I `y A �2L�O.�. I �, I v Q'Syv VAS \,• I v - -r � / 2 *rm,l'� •Lm 1 yi\ \ \ \ \\ \ \ \\ C � \` \ �'°.- /'''� // .y/ � ',yi ',/ �I \\ »• /'\ C,\ 1 / I A \ � \\ \ \\ I I 1 I IDS II I ,° \ 1 "'• \ 1 \ \ \ \ l y' �/ // / / '°' / /' I \\ • / "• 1•„ II \ G HA 86 ADDITION •h° \ \ •l. \ \ \ \ \\ I // // / /I \ \.° / p' \• I \ LOT\ \". / \•y l \ LOT�t2 a� �, M. \ S" • , / \ \ / n 1 UILgNG TeACK I \ ��° \ \ \ 1 � \ \ \ \ � � � / / •„ r A P SLIBE III yyyy.. \ \ \ / ' / , / a8 A SUDS TETA I \ •u \ \ \ \ 6512 1 PA .CT \ /2- DAA /'_ /TI/- •� /� - �L ✓ \\ \\ \\ I( / �\ I •W I Ik 1 \ 11 \\ 11 II _ y '' Cl ' W -aaz - - 11 S L .T. ---- ----�- \ \ \ 11 s - -- S - F LANDES APPROTTMATE ECEa: 618.]19 - - - - LITTLE BERRY G HALL SURVEY, ABSTRACT N0. 886 BM 12866 AHK til LINE - - - - - - ...\040-062 Pre DA Map.dgn 4/17/2017 9:50:41 AM SCALE 1" - 100' 1311 DO 0 50 loo 200 0 Z s u m IlJ�vv U� m FJ N _,_ O o so Q0 - co I S o 0 a o � U = g N m € w F 60 C Z I L.I g s O_ a ' a DRAINAGE AREA COMPUTATIONS D_ Q BASIS: TIME OF CONCENTRATION: Q = CIA (Rational Method) Combination of Inlet time and time of flow In the drain Q= Storm discharge (cubic feet per second) being the time for water to flow over be surface of the C = neldf coefficient, based of land use gmund to the moral drain Inlet (onshe +olfske, It applicable) = average relMall Intensity for time of concentration I tae (IN/HR) (inches per Mur) (per ISWM 2006) MINIMUM INLET TIME OF CONCENTRATION: A=area conlr"ng mnog (acres) OS1 RUNOFF COEFFICIENT: Parkland, Undeveloped Land 20 minutes 15 Residential, Single Family 15 mirwtes C = 0.30 Unimproved Areas Commercial, Business 10 minutes Fal C=0.46 SingleFallReaidentlal(hag-ac lob) TO DA -1 C=0.85 Comrtlemlal 34.0 STORM FREQUENCY: 18 5 Yaem- Enclosed Pipe System 7.39 100 Years - Combined Enclosed Pipe System + Street + R.O.W. I/ LEGEND OS1 DRAINAGE AREA DRAINAGE DIVIDE FLOW DIRECTION ARROW DRAINAGE NOTES: 1. ALL DRAINAGE DESIGN TO BE IN ACCORDANCE WITH CITY OF SOUTHLAKE STANDARDS AND PER THE FORT WORTH DRAINAGE DESIGN MANUAL. f\ 1) WEIGHTED RUNOFF C = [6.51(0.46)+34.0(0.34)]/40.51 = 0.36 (n D_ Q X � PRE DEVELOPED SITE DRAINAGE DATA MARK AREA (AC) C To (MIN.) Is (IN/HR) I tae (IN/HR) as (CFS) QW (CFS) COMMENTS OS1 6.51 0.46 15 4.86 7.98 14.6 23.9 TO DA -1 1 34.0 0.34 18 4.34 7.39 50.2 85.4 TO SOUTHIA E BOULEVARD (WEST) OS1+1 40.51 0.361 18 4.34 7.39 63.3 107.8 TOTALTO SOUTHLAKE BO.1 EVARD(WEST) OS2 1.63 0.85 15 4.86 7.98 6.7 11.1 TO 2 24.3 0.34 15 4.86 7.98 40,2 65.9 TO SOUTHLAKE BOULEVARD(EAST) OS2+2 25.93 15 4.86 7.98 46.9 77.0 TOTAL TO SOUTHLAKE BOULEVARD(EAST) 3 1.47 0.30 15 4.86 7.98 2.1 3.5 TO SHADY OAKS DRIVE 1) WEIGHTED RUNOFF C = [6.51(0.46)+34.0(0.34)]/40.51 = 0.36 (n D_ Q X � LLJ F-- Q W Lu Y Q Q J Lu D Q O z U Q LL O � I J A W U Ir D_ SHEET C1.01 w w LL M, J A W I C2Na M �Z ' O III Z LL Doo n 3 $Tw J wo W Y W. ME - CL CL avow x in�in x and W Y as e v a i o I o ry I. LL I w e � N p F N 0 0 o u SHEET C1.01 D O POST DEVELOPED SITE DRAINAGE DATA MARK AREA (AC) C r Is (IWHR) � CE (CFS) Quo (CFS) COMMENTS OS1 6.51 0.46 15 4.86 7.98 14.6 23.9 avvwssTNRouoN OA-+ 1 34.0 0.46 18 4.34 7.39 67.9 115.6 voo Slm oereNnoN. OS1+1 40.51 0.46 18 4.34 7.39 80.9 137.7 rarALlo oereNrloNAReA+ OS2 \-� �\ �2 \\\53 19 I 50 51 11,1 avrvseTROUGH Da 2 24.3 0.46 15 4.86 7.98 54,3 89.2 r oNSlTE oereNmoN. OS2+2 25.93 0.491 15 L \ 61.7 101.4 roruro oerermoN.wenz 3 1.47 0.46 15 4.86 7.98 3.3 5.4 ro sHaov oats Drove D 1) WEIGHTED RUNOFF C = [1.63(0.85)+24.3(0.46)]/25.93 = 0.49 .A040-062 Post DA Mao.don 4/17/2017 9:50:00 AM CITY C DOC.N CIT' DO( 0 DRAINAGE AREA DRAINAGE DIVIDE FLOW DIRECTION ARROW SCALE 1" • 100' +00 Zoo DETENTION POND THEORY: SITE TO BE DEVELOPED SUCH THAT POST -DEVELOPED FLOW RATES ARE DETAINED TO AT OR BELOW PRE -DEVELOPED FLOW RATES DETENTION FOR AREA 1 0100(PRE) • OS1.1. 107.8 CFS (SEE PRE -DEVELOPED MAP) 0100(ALLOWABLE) • 107.8 CFS 0100 TO DETENTION: AREA • 40.51 ACRES TC 18 MIN. C 0.46 DETENTION FOR AREA 2 QIOO(PRE) • OS2.2 • 77.0 CFS (SEE PRE -DEVELOPED MAP) 0100(ALLOWABLE) - 77.0 CFS 0100 TO DETENTION: AREA • 25.93 ACRES TC 15 MIN. C - 0.49 DRAINAGE NOTES: 1. ALL DRAINAGE DESIGN TO BE IN ACCORDANCE WITH CITY OF SOUTHLAKE STANDARDS AND PER THE FORT WORTH DRAINAGE DESIGN MANUAL. BASIS: 0 = CIA (Rational Method) Q = Shoran discharge (cubic feet per second) C = runoff coefficient, based on lend use I = average raiMell intensity for bane of concentration (inches par hour) (per ISWM 2006) A= area contributing runoff (acres) C=0.30 Unimproved Areas C=0.46 Single Family Residentiall(half-ac lots) C=0.85 Commerdel TIME OF CONCENTRATION: Combination of Inlet time and lane of Bow in the drain being the time for water to few over the surface of the ground to the storm drain Inlet (onsite +offalte, 8 applicable) MINIMUM INLETTIME OF CONCENTRATION: STORM FREQUENCY: 5 Yeam- Enclosed Pipe System 100 Yeaan - Combined Enclosed Pipe System + Sheet + R.O.W. Parldand, Undeveloped Land 20 minutes Residential, Single Family 15 minutes Commercial, Business 10 minutes W a_ O C/) Q X W W Y Q J H- D O LL 0 i X 3 �LL O POST DEVELOPED SITE DRAINAGE DATA MARK AREA (AC) C TC (MIN.) Is (IWHR) I iso (IN/HR) CE (CFS) Quo (CFS) COMMENTS OS1 6.51 0.46 15 4.86 7.98 14.6 23.9 avvwssTNRouoN OA-+ 1 34.0 0.46 18 4.34 7.39 67.9 115.6 voo Slm oereNnoN. OS1+1 40.51 0.46 18 4.34 7.39 80.9 137.7 rarALlo oereNrloNAReA+ OS2 1.63 0.85 15 4.86 7.98 6.7 11,1 avrvseTROUGH Da 2 24.3 0.46 15 4.86 7.98 54,3 89.2 r oNSlTE oereNmoN. OS2+2 25.93 0.491 15 4.86 7.98 61.7 101.4 roruro oerermoN.wenz 3 1.47 0.46 15 4.86 7.98 3.3 5.4 ro sHaov oats Drove 1) WEIGHTED RUNOFF C = [1.63(0.85)+24.3(0.46)]/25.93 = 0.49 .A040-062 Post DA Mao.don 4/17/2017 9:50:00 AM CITY C DOC.N CIT' DO( 0 DRAINAGE AREA DRAINAGE DIVIDE FLOW DIRECTION ARROW SCALE 1" • 100' +00 Zoo DETENTION POND THEORY: SITE TO BE DEVELOPED SUCH THAT POST -DEVELOPED FLOW RATES ARE DETAINED TO AT OR BELOW PRE -DEVELOPED FLOW RATES DETENTION FOR AREA 1 0100(PRE) • OS1.1. 107.8 CFS (SEE PRE -DEVELOPED MAP) 0100(ALLOWABLE) • 107.8 CFS 0100 TO DETENTION: AREA • 40.51 ACRES TC 18 MIN. C 0.46 DETENTION FOR AREA 2 QIOO(PRE) • OS2.2 • 77.0 CFS (SEE PRE -DEVELOPED MAP) 0100(ALLOWABLE) - 77.0 CFS 0100 TO DETENTION: AREA • 25.93 ACRES TC 15 MIN. C - 0.49 DRAINAGE NOTES: 1. ALL DRAINAGE DESIGN TO BE IN ACCORDANCE WITH CITY OF SOUTHLAKE STANDARDS AND PER THE FORT WORTH DRAINAGE DESIGN MANUAL. BASIS: 0 = CIA (Rational Method) Q = Shoran discharge (cubic feet per second) C = runoff coefficient, based on lend use I = average raiMell intensity for bane of concentration (inches par hour) (per ISWM 2006) A= area contributing runoff (acres) C=0.30 Unimproved Areas C=0.46 Single Family Residentiall(half-ac lots) C=0.85 Commerdel TIME OF CONCENTRATION: Combination of Inlet time and lane of Bow in the drain being the time for water to few over the surface of the ground to the storm drain Inlet (onsite +offalte, 8 applicable) MINIMUM INLETTIME OF CONCENTRATION: STORM FREQUENCY: 5 Yeam- Enclosed Pipe System 100 Yeaan - Combined Enclosed Pipe System + Sheet + R.O.W. Parldand, Undeveloped Land 20 minutes Residential, Single Family 15 minutes Commercial, Business 10 minutes W a_ O C/) Q X W W Y Q J H- D O LL 0 i X 3 �LL O J N m Z C�ujj M �OrcS Z w oo, 3 $wnw w nQ � z W s a m a 0 x a=gw Din x W 0 Q z Q F_ U) O r SHEET C1.02