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Item 6A - Original PlansSite Data Summary Chart - Commercial Site Lot 1 Lot 2 Lot 3 Lot 4 Lot 5 Total Proposed Zoning TZD TZD TZD TZD TZD TZD Existring Zoning SP-1 SP-1 SP-1 SP-1 SP-1 SP-1 Current Land Use Designation Retail / Commercial Retail /Commercial Retail / Commercial Retail / Commercial Retail / Commercial Retail / Commercial Gross Acreage 0.8847 ac 0.8509 ac 0.7805 ac 0.7837 ac 1.2220 ac 3.72 ac Net Acreage (minus R.O.W. dedication) 0.8847 ac 0.8509 ac 0.7805 ac 0.7837 ac 1.2220 ac 3.72 ac Net Percentage of Site Coverage (% of building footprint area covering the site 20.24% 15.38% 20.82% 28.17% 6.34% 14.14% Net Acreage of Open Space (Interior Landscape) 0.3257 ac 0.1814 ac 0.1617 ac 0.2052 ac 0.136 ac 1.01 ac Net Open Space (Interior Landscape) as a percentage 36.81% 21.32% 20.72% 26.18% 16.59% 25.08% Site Coverage as a percentage 53.88% 65.88% 37.64% 34.71% 41.29% 46.68% Outside Storage as a percentage None None None None None None Total Building Area (building footprint) 7,800 sf 5,700 sf 7,080 sf 9,600 sf 3,375 sf 33,555 sf Leasable Square Footage broken down by use 0-1 Uses (Office) 0-1 Uses (Office) 0-1 Uses (Office) 0-1 Uses (Office) C-1 Uses w/o Size Limitation (Restaurant) Office Restaurant Total Leasable 7,800 sf 5,700 sf 7,080 sf 9,600 sf 3,375 sf 33,55 sf Parking Spaces Required (shared parking esmt. for all lots) 1 space 184 aggregate s.f. for all parcels 1 space 184 aggregate s.f. for all parcels 1 space 184 aggregate s.f. for all parcels 1 space 184 aggregate s.f. for all parcels 1 space / 184 aggregate s.f. for all parcels 1 space 184 aggregate s.f. = 339 spaces Parking Spaces Provided (shared parking esmt. for all lots 36 spaces 31 spaces 37 spaces 38 spaces 36 spaces 178 spaces Loading Spaces Required & Provided No Spaces are Required No Spaces are Required No Spaces are Required No Spaces are Required No Spaces are Required No Spaces are Required Impervious Coverage 0.5808 ac 0.4297 ac 0.4857 ac 0.5848 ac 0.6758 ac 2.7546 ac Impervious Coverage as a percentage 65.65% 50.50% 62.33% 74.62% 55.39% 61.68% Maximum Building Height 1 Story but no more than 35' 1 Story but no more than 35' 1 Story but no more than 35' 1 Story but no more than 35' 1 Story but no more than 35' 2 Story but no more than 35' Owner: Gans TX RE Southlake, LLC 1604 Sutter Street, Suite 350 Folsom, CA 95630 214-697-4729 Owner: Carroll ISD 2400 N. Carroll Avenue Southlake, Texas 76092 817-949-8222 Developer: Olerio Homes 6310 Lemmon Ave., Suite 202 Dallas, Texas 75209 Contact: Mr. Lou Olerio Engineer: Deotte, Inc. 420 Johnson Rd., Ste. 303 Keller, TX 76248 TEL. 817-337-8899 Contact: Richard DeOtte, P.E. Surveyor: Blue Sky Surveying and Mapping 11015 Midway Road Dallas, TX 75229 TEL. 214-358-4500 Planner: 29 OCT 24 1" = 100' 0 100' SAGE GROUP, INC. Master Planning Urban Design Architecture Landscape Architecture 1130 N. Carroll Ave., Ste. 200 Southlake, Texas 76092 TEL. 817-424-2626 200' ;:5NN FENCE AND WALL DIAGRAM Not To Scale Fence Legend 8' Retain Existing Wood Fence 8' Wood Fence 6' Masonry Wall 0 I� IIAVAInnmAnt Plan Residential Site Data Summary Chart Existing Existing Proposed Number of Average Gross Open Open Gross Zoning Land Use Zoning Residential Res Density Space Space % Acreage Lots Lot Size (Dwelling units (S.f.) (s.f.) per gross ac) SP-1 Retail- Commercial & TZD 30 6 832 1'98 158,215 ' 24.01% 15.1267 Med Density Residential Notes: 1. All sidewalks are concrete. 2. Entrances & exits to buildings <�4 3. All sidewalks are 5' wide. 3'Wx5�XF9 Np�c\Pe�E fj 010 ExI,MNG SIDEWALK / / s 64 _-,-- EMSTING SIDEWALK _ �lip QKdZSDESEf&8,QArs.£ r- 8OSOsI ' ' cAccess gates 11.b, t.6 24' Access Easement J29 rnm i5a 8,10Lsf. ^ 0"IL S-ySi\ � ryiloIk IiII oLL II ."3�NOoI Existing Zoning: O-1 .G - - J o 1 0- IDES6y/50s.LoMo0o=0qocd MONO 6a,759 S.f. CD 6, Ener eI y Acc ssY`Easement 15iDE SE-rjcK 3 75S.f 750 s �I1- 1 ' � I I a- - - �,100 �.fr_f-so;135= J F- /10. 01 A I I F F I\ to O _ SR C)a'rrol I Case #ZA24-0059 0 C)VO(L (L I in Lj Eaves, W R Survey, Abstract 500, Tracts 3 D & 3CO2 Southlake, Tarrant County, Texas Tree Canopy Coverage Total site area Total existing canopy Preserved tree canopy Preserved tree canopy (green) Removed tree canopy (red) 658,919 s.f. N 131,351 s.f. --> 19.93% N51,367 s.f. --> 39.11% N79,984 s.f. --> 60.89% N 131,351 s.f. --> 100.00% Trees Total Trees Less R.O.W Trees Net of R.O.W. Saved Trees O 99 - 99 Trees to be Altered O 211 - 211 Total Trees 310 - 310 Owner: Gans TX RE Southlake, LLC 1604 Sutter Street, Suite 350 Folsom, CA 95630 214-697-4729 Owner: Carroll ISD 2400 N. Carroll Avenue Southlake, Texas 76092 817-949-8222 Developer: Olerio Homes 6310 Lemmon Ave., Suite 202 Dallas, Texas 75209 Contact: Mr. Lou Olerio Engineer: Deotte, Inc. 420 Johnson Rd., ste. 303 Keller, TX 76248 TEL. 817-337-8899 Contact: Richard DeOtte, P.E. Surveyor: Blue Sky Surveying and Mapping 11015 Midway Road Dallas, TX 75229 TEL. 214-358-4500 Planner: 29 OCT 24 SAGE GROUP, INC. Master Planning Urban Design Architecture Landscape Architecture 1130 N. Carroll Ave., Ste. 200 Southlake, Texas 76092 TEL. 817-424-2626 1" = 20' 0 20' 40' _IXISTING SIDEWALK _ / / i EXhMNG SIDEWALK 6h / T ter, r, f "'4,", r% to" r, W. , •, 41M ON ,", .•, n 1 •, W•, Case #ZA24-0059 A 1 (�!rncci rr-n � Eaves, WR Survey, Abstract 500, Tracts 3 D & 3CO2 Southlake, Tarrant County, Texas ti TREE TABLE — ti TREE TABLE — TREE TABLE ti TREE TABLE Owner: Gans TX RE Southlake, LLC 1604 Sutter Street, Suite 350 Folsom, CA 95630 214-697-4729 Owner: Carroll ISD 2400 N. Carroll Avenue Southlake, Texas 76092 817-949-8222 Developer: Olerio Homes 6310 Lemmon Ave., Suite 202 Dallas, Texas 75209 Contact: Mr. Lou Olerio Engineer: Deotte, Inc. 420 Johnson Rd., ste. 303 Keller, TX 76248 TEL. 817-337-8899 Contact: Richard DeOtte, P.E. Surveyor: Blue Sky Surveying and Mapping 11015 Midway Road Dallas, TX 75229 TEL. 214-358-4500 Planner: 400G 29 OCT 24 1" = 20' 0 20' SAGE GROUP, INC. Master Planning Urban Design Architecture Landscape Architecture 1130 N. Carroll Ave., Ste. 200 Southlake, Texas 76092 TEL. 817-424-2626 :, NO. SIZE TYPE 1 12" ELM 2 12" ELM 3 30" ELM 4 13" HACKBERRY 5 15" CEDAR 6 7" CEDAR 7 15" ELM 8 19" ELM 9 18" ELM 10 26" ELM 11 7" HACKBERRY 12 15" ELM 13 26" ELM 14 24" ELM 15 26" ELM 16 13",15",17" ELM 17 16" ELM 18 7" ELM 19 12" ELM 20 11" ELM 21 17" ELM 22 8" ELM 23 7" PECAN 24 13" ELM 25 8" ELM 26 6" ELM 27 6" ELM 28 6" ELM 29 24" ELM 30 1511, 12" ELM 31 11" ELM 32 8", 6" ELM 33 9" ELM 34 13" ELM 35 13" ELM 36 7" ELM 37 9" HACKBERRY 38 8" CEDAR 39 loll ELM 40 18" WILLOW 41 7" ELM 42 15" ELM 43 6", 7" CEDAR 44 9" CEDAR 45 loll WILLOW 46 8" WILLOW 47 8" CEDAR 48 7" WILLOW 49 17" WILLOW 50 17" B CYPRESS 51 14" WILLOW 52 17" B CYPRESS 53 36" B CYPRESS 54 17" B CYPRESS 55 6" HACKBERRY 56 7" CEDAR 57 32" CEDER 58 1 6" WILLOW 59 1 6" WILLOW 60 16" WILLOW 61 10" WILLOW 62 17" WILLOW 63 15" WILLOW 64 13" WILLOW TYPE 65 13" WILLOW 66 14" ELM 67 13" WILLOW 68 17" WILLOW 69 8" ELM 70 18" ELM NO. SIZE TYPE 71 25" ELM 72 loll HACKBERRY 73 7" HACKBERRY 74 13" HACKBERRY 75 7" ELM 76 12" ELM 77 6" HACKBERRY 78 2-15" ELM 79 12" ELM 80 7" ELM 81 14" OAK 82 13" ELM 83 6" HACKBERRY 84 7" HACKBERRY 85 3-7" MULBERRY 86 6" HACKBERRY 87 7" HACKBERRY 88 7" HACKBERRY 89 8" HACKBERRY 90 6" HACKBERRY 91 24", 8" OAK 92 9" LIVE OAK 93 11 ", 8" OAK 94 6" LIVE OAK 95 loll OAK 96 9" LIVE OAK 97 7" LIVE OAK 98 29" OAK 99 8" LIVE OAK 100 7",7",10",10" LIVE OAK 101 8" OAK 102 12" LIVE OAK 103 7" BOIS D' ARC 104 6" HACKBERRY 105 12" BOIS D' ARC 106 12" BOIS D' ARC 107 8", 8" HACKBERRY 108 7" HACKBERRY 109 9$$, 7", 7" HACKBERRY 110 12" BOIS D' ARC 111 14" BOIS D' ARC 112 9" BOIS D' ARC 113 18", 8" BOIS D' ARC 114 24" BOIS D' ARC 115 18" BOIS D' ARC 116 7" HACKBERRY 117 7",7",7",9" HACKBERRY 118 13" HACKBERRY 119 12" HACKBERRY 120 16$$ HACKBERRY 121 15" HACKBERRY 122 8" HACKBERRY 123 16" HACKBERRY 124 7" HACKBERRY 125 14" HACKBERRY 126 9" ELM 127 7", 7" ELM 128 12" ELM 129 12" ELM 130 12" ELM 131 11" ELM 132 15" LIVE OAK 133 1 4" OAK 134 1411 OAK 135 12" LIVE OAK 136 9" LIVE OAK 137 1211 OAK 138 9" BOIS D' ARC 139 16" LIVE OAK 140 6" LIVE OAK NO. SIZE TYPE 141 13 OAK 142 6" OAK 143 7" OAK 144 8" OAK 145 6" OAK 146 6", 6" OAK 147 12" LIVE OAK 148 12" LIVE OAK 149 7" LIVE OAK 150 loll LIVE OAK 151 7", 7" B WALNUT 152 6" LIVE OAK 153 7" ASH 154 12" OAK 155 6" LIVE OAK 156 11 " LB ELM 157 7" BOIS D' ARC 158 6", 6" LB ELM 159 6" LB ELM 160 15", 12",12" LB ELM 161 6" LB ELM 162 6" LB ELM 163 12$' LB ELM 164 7" OAK 165 11 " LIVE OAK 166 9" LIVE OAK 167 20" MULBERRY 168 8" LIVE OAK 169 9", 9" OAK 170 loll LIVE OAK 171 9" OAK 172 8" LIVE OAK 173 7" LIVE OAK 174 12" LIVE OAK 175 loll B PEAR 176 6" LIVE OAK 177 8" LIVE OAK 178 7" LIVE OAK 179 12" ELM 180 8", 8$$ OAK 181 14" SG 182 7" SG 183 7" SG 184 loll B CYPRESS 185 13" LB ELM 186 12" LIVE OAK 187 6" HACKBERRY 188 6" LIVE OAK 189 20" LIVE OAK 190 26" B CYPRESS 191 6" LIVE OAK 192 13" LIVE OAK 193 6" SG 194 9" SG 195 loll LB ELM 196 30" LIVE OAK 197 6" OAK 198 7" OAK 199 6" OAK 200 7" B CYPRESS 201 28" ELM 202 35" ELM 203 7" OAK 204 6" OAK 205 7" OAK 206 12" WILLOW 207 13" ELM 208 20" ELM 209 8" LB ELM 210 25" LB ELM 'OOr 1010, tW% OIP% fm*,4 r% 9*% f"% Alp% WX If PM% 0�0 ON r% DO% rl I pm% 1*1% N0. SIZE TYPE 211 15$$, 15" PECAN 212 7" ELM 213 14",12",7 ELM 214 12", 6" ELM 215 8", 7" ELM 216 11" ELM 217 17", 14" ELM 218 14" CEDAR 219 7", 7", 7" WILLOW 220 6" PEAR 221 15" LB ELM 222 13" LB ELM 223 15" LB ELM 224 9", 9" CEDAR 225 13" ELM 226 10",10"10"10" WILLOW 227 14" WILLOW 228 24", 24" WILLOW 229 7" CEDAR ELM 230 15" WILLOW 231 15" WILLOW 232 15" WILLOW 233 8" CEDAR ELM 234 6" CEDAR 235 18" CEDAR ELM 236 15" CEDAR ELM 237 10" CEDAR ELM 238 6" CEDAR ELM 239 6" CEDAR ELM 240 6" CEDAR ELM 241 7" CEDAR ELM 242 8" CEDAR ELM 243 7" CEDAR 244 26" PECAN 245 101, ELM 246 8" HACKBERRY 247 17" ELM 248 7" CEDAR ELM 249 6", 6" ELM 250 6" CEDAR ELM 251 10" CEDAR ELM 252 6" CEDAR ELM 253 6" CEDAR ELM 254 6" CEDAR ELM 255 8" CEDAR ELM 256 1 6" ELM 257 28" ELM 258 7" CEDAR ELM 259 61, 7" CEDAR ELM 260 6" CEDAR ELM 261 6" CEDAR ELM 262 9" CEDAR ELM 263 14" CEDAR ELM 264 7" CEDAR ELM 265 13" CEDAR ELM 266 7" CEDAR ELM 267 7" ELM 268 26" PECAN Case #ZA24-0059 A 1 (�!rncci rrin � Eaves, WR Survey, Abstract 500, Tracts 3D & 3CO2 Southlake, Tarrant County, Texas -899— �' 0-0 O / ��j tt tt � 60l i / EXI,SENG SIDEW6\LK � � � � � � / /�i���� �O � �`�Q• �� � 5' SIDEWALK (� 0 o } bA < x� \ J J V7 N j"a '3 II WZ JZ •� 0 w m 29 OCT 24 1" = 60' 0 60' 120' 240' COMMERCIAL SITE DETAIL l v� b£89_'IS '`d '8vo tFss '-IS •e -evc J 1N3W3SV3 111mn ,S — H � coo Y Q uo Q N d w O w O . iA J Q O rD N O `O �za L w I N o Case #ZA24-0059 -899— $0U o / / GM o =ENING / 7 „ �r'A,lw.w�l'�/.�\I:wrl '1111►���j I, 1 ,470 A � �.� `�� ��;j►�..� ��xaa i�� � fir►` .p ry ( /jQ r -, , .r� �� j�< ►gip Bldg.�md .. • A �,p��,One Story A r e UEM yA•.. e �A� ►A Bldg. �7,080 • - Story •• �,\, �r • • • i i ' • -• n /5,700 r: �A�'/ j�4�1.''�,lix Ili t>._•• r1.1 IFF FA- (under roof) One �tory 7,800 s.f. under roof) • ��/ 1 a 1` • . 1 U-! iA�y n'i. 'A.,� +i��4-1 tjQ oil �'�� �riw� ■ ►w� w i�.r►� .., .,a��►il�li�w� r . QQ �`_ ����1�r�1�(��1�1��ii��.�'i�.�>,I,r.�iA17��1=iA'.��OL.���A�>jA17 �,I ���i\�`;:�>A����., �A, �A%L�"..�._i�aY�.P .::wA /��/��.;:::,�J1� - .• It Case #ZA24-0059 Bufferyards Summary Chart - 240813 • KZN Location Length Bufferyard Width - Type Canopy Trees Accent Trees Shrubs Fence / Screening Height & Material Required 98' 20' Type 0 4 3 14 None North Lot 1 Provided 98' 20' Type 0 4 3 14 None West Lot 1 Required 252' 10' Type B 5 8 25 None Provided 252' 10' Type B 5 8 25 None South Lot 1 Required 216' 10' Type B 4 7 22 8' Cedar Fence w/cap on Steel Columns Provided 216' 10' Type B 4 7 22 8' Cedar Fence w/cap on Steel Columns Required 209' 20' Type 0 9 9 30 None North Lot 2 Provided 203'** 20' Type 0 9 8*** 27*** None South Lot 2 Required 116' 10' Type B 2 4 12 8' Cedar Fence w/cap on Steel Columns Provided 116' 10' Type B 2 4 12 8' Cedar Fence w/cap on Steel Columns Required 117' 20' Type 0 5 4 32 None North Lot 3 Provided 111' *** 20' Type 0 5 4 32 None South Lot 3 Required 115' 10' Type B 2 4 12 8' Cedar Fence w/cap on Steel Columns Provided 115' 10' Type B 2 4 12 8' Cedar Fence w/cap on Steel Columns North Lot 4 Required 71' 20' Type 0 4 3 14 None Provided 71' 20' Type 0 4 3 14 None South Lot 4 Required 82' 10' Type B 1 3 14 8' Cedar Fence w/cap on Steel Columns Provided 82' 10' Type B 1 3 10 8' Cedar Fence w/cap on Steel Columns North Lot 5 Required 256' 20' Type 0 10 8 26 None Provided 256' 20' Type 0 10 8 26 None East Lot 5 Required 234' 10' Type B 5 7 24 None Required 209'*** 10'Type B 4 6 21 None South Lot 5 Required 285' 10' Type B 6 9 29 None Provided 285' 10' Type B 6 9 29 8' Cedar Fence w/cap on Steel Columns 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. Specific plant types and locations are subject to review by the Landscape Administrator during the building permit application process. 2. A canopy tree planted on the site must be a mimimum of 4" in caliper. 3. Accent / Understory trees are required to be a mimimum of 6' in height when planted. 4. All plant materials are to be maintained in perpetuity. GENERAL NOTES 1. MECHANICAL EQUIPMENT SHALL BE SCREENED FROM VIEW. 2. ALL EXTERIOR LIGHTING SHALL BE IN ACCORDANCE WITH LIGHTING ORDINANCE. 3. ALL SIDEWALKS TO BE MONOLITHIC BROOM FINISH. 4. ALL PARKING AREAS TO BE ALL WEATHER SURFACE. Owner: Gans TX RE Southlake, LLC 1604 Sutter Street, Suite 350 Folsom, CA 95630 214-697-4729 Owner: Carroll ISD 2400 N. Carroll Avenue Southlake, Texas 76092 817-949-8222 Developer: Olerio Homes 6310 Lemmon Ave., Suite 202 Dallas, Texas 75209 Contact: Mr. Lou Olerio Engineer: Deotte, Inc. 420 Johnson Rd., ste. 303 Keller, TX 76248 TEL. 817-337-8899 Contact: Richard DeOtte, P.E. Surveyor: Blue Sky Surveying and Mapping 11015 Midway Road Dallas, TX 75229 TEL. 214-358-4500 Planner: 29 OCT 24 1" = 100' 0 100' SAGE GROUP, INC. Master Planning Urban Design Architecture Landscape Architecture 1130 N. Carroll Ave., Ste. 200 Southlake, Texas 76092 TEL. 817-424-2626 200' M Legend Existing Saved Tree Interior LandscapeCanopy Tree - 4" + Interior Landscape Accent Tree - 6' Height Min. Interior Landscape Shrub (& Parking) - 3 Gal. Min. Groundcover - 4" Containers Min. biz" o.C.> Seasonal Color - 4" Containers Min. Bufferyard Summary Chart Interior Landscape - Commercial Site Required or Provided Landscape Area (s.f.) % of area in front or side Canopy Trees Accent Trees Shrubs Ground Cover (s.f.) Seasonal Color Required 3,900 75% 8 16 98 585 78 Lot 1 Provided 3,900 100% 8 16 98 585 78 Required 2,850 75% 6 11 71 427 57 Lot 2 Provided 2,850 100% 6 11 71 427 57 Required 3,450 75% 7 14 89 531 71 Lot 3 Provided 3,450 100% 7 14 89 531 71 Lot 4 Required 4,800 75% 10 20 120 720 96 Provided 4,800 100% 10 20 120 720 96 Required 1,688 75% 4 7 42 1 253 1 34 Lot 5 Provided 1,688 100% 8* 7 42 253 34 *Parking lot trees Ile t<9 A rp EXISTIN(WALKUr PPP- --- -- _ —� /Ii66�� MH ' I / W CONTINUOUS-iNDSCAP GREENING / �' %7�50' BUILD�NG SETBACK - - EXI TING SIDEWALK / l_ �p� / / � � + L�t 5 / E—i V I ML Resta &(n / / •�� ��� One Story 3,375 s.f. is Landscape Plan Map -1" ti (',a iri I I t 0 0 d 'k Case #ZA24-0059 Grossing Eaves, W R Survey, Abstract 500, Tracts 3 D & 3CO2 Southlake, Tarrant County, Texas 29 OCT 24 1" = 60' 0 60' RESIDENTIAL LANDSCAPE DETAIL 120' 240' a� ling -1 A INV 4 rf� A. 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N' Lod/ I I \ vv I I BI k a 4 / I IIIOn Story \ S � I / 1 ® Lot 3 4,69Isf.- I CONNEC.OnedSond11roof) TO \ 7 080 EXISTING 1aa nvaJ' •; I Ln pM J000 w J� �0� Ld I �� I wrn 00 n LU I U�' I oV LUd) JZQ >� IZ¢ IIDQI N w� Z� °°� >z � z U I �� II 0U OMU �¢ wm < a I0 I I I �m N I Lr I I � I \ 6£8S '�S ` V '8V0 1 J'7- Mt\ N3W3SV3 SS300V 'NOWWOO ,bZ _ / 5 cn 0- m / One Story un er ro f) _ _ — —rd — — — — — — — — — /// I L t 1 �Bldg.1 5,700 s.f. / I I _MEMO / o P, / SEAS z II One IStorY (under roof) I / /III 1 I I = _ _ = f7 11Ir11J/ I � — 4 % under roof) G 1WS'8MS-NVSsI CO rP 8SV oQ Z N ~? 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I I 1 /6,750.ii� 1 N. 1 ",Q ZLn - 11 1 = �� wr S'601 / o wo 1 I I 18 / /----------I 1 — --- 1 J z cn rn z o Cn w aJl li I 6 DOIIf. / / f-_�____ ---=1 _ 1 I �� o —� aw o w_n I I I W/ L I \ \ I I s- l j ro 0 Mwo z I 1 -J / I 4 1 / I �� I I I I_ / - ON ZN / I 1/ I / I I I ( 1 O 0Q� ON w I � I I 1 � — —� — �— — 0 1 ' 6,750 *f. 1 / 1 I 1 / �/ 6 756 s.1� Ij \ _ I N J � co � 5I E 1 a N 1 I I I ^7 1 1/ 00 1/ __ ��� I N Q co M1 oUj o 0 0 � I I w z 0 I I I �1 I ` _- 1 1 __- -- -� 1�5- -_ /? J a, I I O Q� J z r _ __ _ w �I ga I 6150 � � � ----- , / 1---------�� = � o a — N (0 LIJ LIJ I olm I� I I �— I , I I� i /----�i2 / 1 6/ I 1 11 > 0V' 0 �\—�—�-I-- 1 �� I �1 w w w� 1 8 �56s.f. �l N o U Q 5 C,1 96 w� I -- --I -I---I 1 I / I 8,/050 s.f. I i 0 / I I I ��, I N (n - W NI 5� \ w °o I�I I ofz I w ZI \ \ I 1 1 I^ �I 11 I--7----------I o—--------- o I g Q �\ wN I �1 I -6,� f. I I z / w / IIII I J HYD I a" m �.\ \ I �"--1 I (SSMH 8';SEWER 11 SSMH J Q ° I \I Dm I-----I--�--I I I / 2 - CURB INLETsTI LL'80Z oo o — J 1 I 1 151 I / I / 24" RCP^ z o Y LL'L6L zt'tsZ L sa'�o� J // I / 617501s.f. II /w 8" WATER 9 q1� o a Y �aJ r �---� �— --- � 1_ — 1/ / /w I / £9 I N ND Qz _�_—_ �1I II N pN wL.LJ r' zu \I� _ / Cn / - II / - I Q_� ZJ O wo \ / �Q I I------,j--� /I / I / I / 9 I\�11< m 0 0 Q Q N cn I ,, / o0 0 w� \ I / _ \�`'�°�� �6/ //6 0 s.f / i / / / I 0 0*100 ��■ / ` �/ I \IIII Q� �w z I 35' / / ! / I / I •w �� _ I I I Q — w7'0o IF- / -1 \ 4; --/1 MENITYtoot O CURBo o w I I rn o L J I I/��� /6 3 s.f. /`� i ZINLET 24" Pr E, m ¢w v00 w oo J� oJ'�E / HYD w /i� �- J I w p I/ / ZpCj �� �W_ I w w 1-- ■ I� /� 1�w7� Z II / II �� Q� 1 0 cn o I I c H = M Dm �''7 — —�-- — — / 1 I� �9� _ DETENTION POND AND OUTLET CONTROL I n o N O N W U n U Q I I \\� / I M 7 J 0 d w N I �' o aLIJ N ��' I / / / / I /� lg9s�� STRUCTURE TO LIMIT PROPOSED FLOW - I— Q J cn w g N I Io J"a a I I �/ / • II/II`I\ 6io�\ RATES TO OR BELOW EXISTING FLOWS. `�\ / I��7 o o o wZ z ► �� �r w_N OPEN-SP • 1 ,�,�,� \ \ �,��� �,.�. �,; ,, z g < N I II �m 5 U m z I I / / �6 / `0 .�• _ 1/ //I�) \� OUTLET CONTROL \ "(6 %/III/ a -I III Y rw m o / / I \I� i II \ °jj I ; �a I / 9J519 s / /1�11213d0 d l l� _ STRUCTURE \\ s � � o I N I I /roro o / 0 OIdON33 M // 1^ Zt'OOt > Qo w� �� �®� —�SSMH SS — SSMH = �----------- _----------------- I --- Sb'£9l - - - / ' - - - - Z06£ 'IS 'V 'eVO z Lj o - - - - - - - - - - - - - _ ° - �o'S£ w 86'L9 L 1N3W3SV3 Alllllfl ,S'L o w�� / - - - - - -� - - - 6L'£Ll CONNECT TO / I o a N ��nh / �£'6l as a£t 30N3 (10OM �7 G Zo6£ 3s `v 'eve / I (EXISTING SSMH z o wJ 5�0°' / / = L9'S95 — M ,rg�a��'68 1N3W3SV3 1L1311f1 ,S'L l I I I I / , Y /1 I I d L r- W(0 N CQ LO y _ II I I I I IN co � 00 (~O 0 W N zIII II I ~rNOUY(j C�O `p/O�rn O� Z-N O N O, Ld �¢ L'i Q � O N= C0 W O Li LLj �Z C\j( Y OCO ZN ONp�N 1 Ln / 0 � D Wa- I W j II J Jm J z*z Y� Z �tm n QN J OO mZ J � J JQ Oo wN �U W m M IIIM I mmcnco M W L0 / N �(OoOz w cn n z0 00QcO Q>N oCn J � ¢ zZ OO�Q� Omm_o rm� OQ D Z86 — �Q w V) Oz zLjj Q m<`� oLLJ 0 z cZ Cn � � � QQ -Sw > m 0 m � Q ~no CY)0> > �o v = I "' 0o0 or- EX. 2-5x3 J of 8Z8L / II 1I C° Z LLJ LLJgoo\`�G �9 2 scZ8 £tio£ eav� as'gs� MBC k /III �`�sz'£<<6s�� </ N SIP, ° �� \ \ J\bM HSnd81NIbd NblaNl zo� 0 30 60 120 ( IN FEET ) 1 INCH = 60 FT Y o' Q 3- 0 OUTHLAKE BLVD 0 w Ld CARROLL J SENIOR OHIGH SI TE w a PARK N a «' PROP. WATER LINE PROP. FIRE HYDRANT PROP. SEWER MANHOLE PROP. SEWER LINE PROP. CULVERT EXIST. WATER MAIN SS EXIST. SEWER MAIN 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 T BEHIND BACK OF CURB. 10. PRIVATE SANITARY SEWER SERVICES NEED A PLUMBING PERMIT AND MUST BE INSPECTED BY BUILDING INSPECTIONS PRIOR TO BURIAL. W 3: LLJ z a a G LU w U)w � Y Z Q 0 � H � Q � J U 0 I DATUM NOTE: REFERENCE DATUM STATE PLANE COORDINATE (4202 TEXAS NORTH CENTRAL ZONE) REFERENCE FRAME NORTH AMERICAN DATUM (NAD) 83(201 1) Un Q X LLJ L Q J O I CD z Q z Q z Q 0 O cn w w LLJ Q I O CD > 0 o v~i O �z wows U 0 zoo J 0 0 0 3 N O ``o�°04 �h7 h7 S2w� UN\ Q ZZwwr-- O � I-_ Q:� � z0 O o c.) d LL- 0 N Z Z (N 0 0 6 ! 1- I-ammo-0 z LLJ LLJ O I O DOI No. 202410500 0 Ln O N O N O C1 z CITY CASE NO. ZA24-0059 0 r _ r 40 ` -- - - RESIIlk DENTIAL ' 46 Ir. t RESIDENTIAL _ ACRE LOT ' 0 15.3 83 ROADWAY ImmasummmimmammW10 lot -. ♦ -♦ ♦ COMMERCIAL • 1 - C 4.6 14 UNIMPROVED TO _ ' 01-B COMMERCIAL (HEAVY) r , i 01-D _ 7.3 62 �. 3.8 37 ■ I -.. . . . . . . . . INO UNIMPROVED ,,;:� j+�• SO` TO RESIDENTIAL I .. i •.� . Q ACRE LOTS) , I � -� "i tf�f*171 ir '1111111 • w - $ - •w • �t 01-E I-F 4.4 13 _ u� 12.0 34 UNIMPROVED `TIM,' - I w • 0 50 100 200 ( IN FEET ) 1 INCH = 10O FT - Y Q 0 w OUTHLAKE BLVD UJ CARROLL SENIOR oHIGH SITE w a_ PARK Ln 0 M M DRAINAGE AREA DIVIDE 600 EXISTING MAJOR CONTOUR - - -601- - EXISTING MINOR CONTOUR 600- PROPOSED MAJOR CONTOUR 601 PROPOSED MINOR CONTOUR EXISTING FLOWPATH .may FLOW DIRECTION WDRAINAGE AREA C- 2 LABEL 0.52 0.2 Q100 (CFS) AREA (AC) 1 DESIGN POINT Rational Method Runoff Calculations - Existing Conditions Area No. Area (AC) Description 'C' Value Tc (Min) 110 (IN/HR) Q10 (CFS) 1 100 (IN/HR) Cf (100) Q 100(CFS) 01-A 15.3 Residential (1/4 acre lots) 0.60 18 4.9 45 7.2 1.25 83 01-B 7.3 Roadway 0.95 18 4.9 34 7.2 1.25 62 01-C 4.6 Unimproved 0.30 15 5.34 7 8.02 1.25 14 01-D 3.8 Commercial 0.80 10 6.49 20 9.76 1.25 37 01-E 4.4 Unimproved 0.30 15 5.34 7 8.02 1.25 13 01-F 12.0 Unimproved 0.30 17 5 18 7.6 1.25 34 Rational Method Runoff Calculations - Proposed Conditions Area No. Area (AC) Description 'C' Value Tc (Min) 110 (IN/HR) Q10 (CFS) 1 100 (IN/HR) Cf (100) Q 100(CFS) 01-A 15.3 Residential (1/4 acre lots) 0.60 18 3.88 36 7.2 1.25 83 01-B 7.3 Roadway 0.95 18 4.49 31 7.2 1.25 62 01-C 4.6 Commericial 0.80 10 5.53 20 9.76 1.25 45 01-D 3.8 Commercial 0.80 10 5.53 17 9.76 1.25 37 01-E 4.4 Unimproved 0.30 1 15 1 5.53 7 8.02 1.25 13 01-F 12.0 Residential (1/8 acre lots) 0.65 15 5.53 43 8.02 1.25 78 • U� M O N C � O w� W � N O IT p c � Do � o Q z a <Z< � x Q U W O W Q x0�� L_LJ Q _ Q �Qo U U) 0 DATUM NOTE: REFERENCE DATUM STATE PLANE COORDINATE (4202 TEXAS NORTH CENTRAL ZONE) REFERENCE FRAME NORTH AMERICAN DATUM (NAD) 83(201 1) U! Q X Ld LLj Q O I O z Q 0 z Q z_ Q 0 0 w w Cn Lv Q I z W U (/) ON O �Z o vi U W )L Of MO � J �``=, ��: o O oQ� oPO N� �Ld UN\ Q ZZWO'I-� U Ld0O C)zo O o o LL- oNZ Z moo 6,m (n I z 9 ..� 6 o �Qmm�o z Ld W O El- DOI No. 202410500 LO LO N O N O C2 z CITY CASE NO. ZA24- 0059 0 1 � 1 � •a 1 - , db • A-21 ' RESIDENTIAL ' ACRE LOTS) ' .i '. Is ' r I � w 1 - PP A .. 4: dop lip • ROADWAY .. EXISTING SIDE • RD r,nv' �� BpUL�V A e • o Ypeo _ _ Iz �' • CONTINUOUS LANDSCAPE SCREENING (TYP) - . . EXISTING SIDEWALK 40- ' i ,--COMMERCIAL ' . • , e�ReNaA / I I !VIA r i I 1 � � I w , L:F . �s U , 93 U w • `� , � , ° I s,1� P, --- 24' Emergenc, 111111111116 I 8,1 I � 6 7` 6,75 I � 1 I 6,75 I 6,7' 6,755 - - 13` 6,85 I L9N 3,1 UNIMPROVED WOW NOTE: MAX CAPACITY OF 2-5X3 MBC AT 1 % SLOPE IS: Q = 2 x (C=1630) *S^0.5 Q = 326 CFS EMAX Q (des) = 278 CFS 11 i�� a •1�•,t'•t� fb i • 7 to 10-1 r��'<'1 7-1 Selli,w"• -an -! 0 50 100 200 ( IN FEET ) 1 INCH = 10O FT Y Q -j 0 w OUTHLAKE BLVD UJ CARROLL SENIOR oHIGH SITE w a PARK Ln 0 M M DRAINAGE AREA DIVIDE 600 EXISTING MAJOR CONTOUR -601- - - EXISTING MINOR CONTOUR 600- PROPOSED MAJOR CONTOUR 601 PROPOSED MINOR CONTOUR EXISTING FLOWPATH .may FLOW DIRECTION DRAINAGE AREA $520.2 LABEL Q100 (CFS) AREA (AC) 1 DESIGN POINT Rational Method Runoff Calculations - Existing Conditions Area No. Area (AC) Description 'C' Value Tc (M i n) 110 (IN/HR) Q10 (CFS) 1 100 (I hf/HR) Cf (100) Q 100(CFS) 01-A 15.3 Residential (1/4 acre lots) 0.60 18 4.9 45 7.2 1.25 83 01-B 7.3 Roa dw ay 0.95 18 1 4.9 34 7.2 1.25 62 01-C 4.6 Unimproved 0.30 15 5.34 7 8.02 1.25 14 01-D 3.8 Commercial 0.80 10 6.49 20 9.76 1.25 37 01-E 4.4 Unirnprove d 0.30 15 5.34 7 8.02 1.25 13 01-F 12.0 Unimproved 0.30 17 5 18 7.6 1.25 34 Rational Method Runoff Calculations - Proposed Conditions Area No. Area (AC) Description 'C' Value Tc ( Min) 110 (IN/HR) Q10 (CFS) 1 100 (IN/HR) Cf (100) Q 100(CFS) 01-A 15.3 Residential (1/4 acre lots) 0.60 18 3.88 36 7.2 1.25 83 01-B 7.3 Roadway 0.95 18 4.49 31 7.2 1.25 62 01-C 4.6 Corn mericia1 0.80 10 5.53 20 9.76 1.25 45 01-D 3.8 Commercial 0.80 10 5.53 17 9.76 1.25 37 01-E 4.4 Unimproved 0.30 15 5.53 7 5-02 1.25 13 01-F 12.0 Residential (1/8 acre lots) 0.65 15 5.53 43 8.02 1.25 78 Rational Method Runoff Calculations - Proposed Conditions Des. Pt Area (AC) Description 'C' Value Tc ( Min) 110 (IN/HR) Q10 (CFS) 1 100 (IN /HR) Cf (100) Q 100(CFS) 1 15.3 Residential (1/4 acre lots) 0-60 18 4.9 45 7.2 1.25 83 2 47.4 Composite 0.67 21 4.5 144 6.8 1.25 272 • U� M O N C � O t` w� W � N O � (� A U i-I V V � 5 IT � p c � 2�OF o's � c Q z <z< �x W W 0 Q 0 Q U W � OcW� Q `" Q 0 = Q QO � U U) 0 DATUM NOTE: REFERENCE DATUM STATE PLANE COORDINATE (4202 TEXAS NORTH CENTRAL ZONE) REFERENCE FRAME NORTH AMERICAN DATUM (NAD) 83(201 1) V Q X Ld Ld Q 0 U7 I C� Z Q 0 Z Q Z_ Q ry 0 0 U) W W U7 W Q I o 0 z W 0 (/) Uj Cf) �N 0 Z � U o vi U W U Ld ZCn '00O ,J. J i O 0 oQ� oN� �wMUN\ Q ZZL d r,- U Ma. �o� C)z0 0 0 0 6 LI_ 0NZ z 0 =z_� a �QmmrYo Z Ld W 0 El- 0 DOI No. 202410500 0 LO N 0 N 0 C3 z CITY CASE NO. ZA24- 0059 jo SHEET FLOW SHALLOW CONCENTRATED FLOW PIPE FLOW OPEN CHANNEL FLOW RESULTS BASIN I❑ LENGTH (ft) SLOPE (ft/ft) SURFACE MANNING'S n VEL (fps) TIME(hr) TIME(min) LENGTH (ft) SLOPE (ft/ft) SURFACE VEL (fps) TIM£ (min) LENGTH(FT) SLOPE (ft/ft) MANNING'S n ❑IAMETER (ft) VEL (fps) TIME (min) LENGTH (FT) SLOPE (ft/ft) MANNING'S n VEL (fps) TIME (min) TIC {min) LAG (min) 01-A 100 0.020 Dense Grasses 0.24 0.12 0.23 13.6 175 0.020 Unpaved 2.28 1.28 700 0.0085 0.015 2 5.75 2.03 630 0.020 0.021 10.03 1.05 17.95 10.8 - - Unpaved - - - - - - - - - - - - - - Unpaved - - - - - - - - - - - - - 01-B 100 0.020 Dense Grasses 0.24 0.12 0.23 13.6 175 0.020 Unpaved 2.28 1.28 700 0.0085 0.015 2 5.75 2.03 630 0.020 0-021 10.03 1.05 17.95 10.8 - - Unpaved - - - - - - - - - - - - - - Unpaved - - - - - - - - - - - - 01-C 100 0.020 Short Grass Prairie 0.15 0.18 0.16 9.3 360 0.017 Unpaved 2.08 2.88 - - - - - - 86 0.007 0.05 2.48 0.58 12.80 7.7 - - Unpaved - - - - - - - - - - - - Unpaved - - - - - - - - - - - - 01-D 100 0.012 Smooth Surfaces 0.011 1.18 0.02 1.4 325 0.015 Paved 2.45 2.21 - - - - - - - - 5.16 3.1 218 0.022 Unpaved 2.37 1.54 - - - - - - - Unpaved - - - - - - - - 01-E 100 0.008 Short Grass Prairie 0.15 0.12 0.22 13.4 270 0.034 Unpaved 2.97 1.51 - - - - - - - - - - 14.92 9.0 - - Unpaved - - - - - - - - - - - Unpaved - - - - - - - - - - - - - 01-F 100 0.020 Short Grass Prairie 0.15 0.18 0.16 9.3 268 0.012 Unpaved 1.76 2.54 - - - - - - 724 0.007 0.05 2.48 4.87 16.75 10.1 - - Unpaved - - - - - - - - - - - - - - - Unpaved - - - - - - - - - - - - - Prop 01-A 100 0.020 Dense Grasses 0.24 0.12 0.23 13.6 175 0.020 Unpaved 2.28 1.28 700 0.0085 0.015 2 5.75 2.03 630 0.020 0.021 10.03 1.05 17.9S 10.8 - - Unpaved - - - - - - - - - - - - - - - Unpaved - - - - - - - - - - - - - Prop 01-B 100 0.020 Dense Grasses 0.24 0.12 0.23 13.6 175 0.020 Unpaved 2-28 1.28 700 0-0085 0.015 2 5.75 2.03 630 0.020 0.021 10.03 1.05 17-96 10-8 - - Unpaved - - - - - - - - - - - - - - - Unpaved - - - - - - - - - - - - - Prop 01-C 100 0.010 Smooth Surfaces 0.011 1.09 0.03 1.5 564 0.012 Paved 2.26 4.15 - - - - - - - - - - - 5.68 3.4 - - Unpaved - - - - - - - - - - - - - - - Unpaved - - - - - - - - - - - - - Prop 01-D 100 0.012 Smooth Surfaces 0.011 1.18 0.02 1.4 325 0.015 Paved 2.45 2.21 - - - - - - - - - - - 5.16 3.1 218 0.022 Unpaved 2.37 1.54 - - - - - - - - - - - - - Unpaved - - - - - - - - - - - - - Prop 01-E 100 0.008 Short Grass Prairie 0.15 0.12 0.22 13.4 270 0.034 Unpaved 2.97 1.51 - - - - - - - - - - - 14.92 9.0 - - Unpaved - - - - - - - - - - - - - - - Unpaved - - - - - - - - - - - - - Prop 01-F 100 0.070 Short Grass Prairie 0.15 0.29 0.09 5.7 0.009 Paved 1.93 0.00 - - - - - - 855 0.009 0.021 6.73 2.12 7.78 4.7 - - Unpaved - - - - - - - - - - - - - - - Unpaved - - - - - - - - - - - - - NOTES FOR RATIONAL METHOD, FOR CALCULATEDTc UNDER 10 MINUTES USE 10 MINUTES FOR COMMERCIAL AREAS. FOR RATI 0 N A L METHO D, FOR CALCULATEDTc UNDER 15 MINUTES, USE 15 MINUTES FOR RESIDEN TIALAREAS. FOR RATIONAL METHOD, FOR CALCULATEDTc UNDER 15 MINUTES, USE 15 MINUTES FOR LIN I MP ROV E D A REAS. Rational Method Runoff Calculations - Existing Conditions Area No. Area (AC) Description 'C' Value Tc (Min) 110 (IN/HR) Q10 (CFS) 1 100 (IN/HR) Cf (100) Q 100(CFS) 01-A 15.3 Residential (1/4 acre lots) 0.60 18 4.9 45 7.2 1.25 83 01-B 7.3 Roadway 0.95 1 18 4.9 34 7.2 1.25 62 01-C 4.6 Unimproved 0.30 15 5.34 7 8.02 1.25 14 01-D 3.8 Commercial 0.80 10 6.49 20 9.76 1.25 37 01-E 4.4 Unimproved 0.30 15 5.34 7 8.02 1.25 13 01-F 12.0 Unimproved 0.30 17 5 18 7.6 1.25 34 Rational Method Runoff Calculations - Proposed Conditions Area No. Area (AC) Description 'C' Value Tc (Min) 110 (IN/HR) Q10 (CFS) 1 100 (IN/HR) Cf (100) Q 100(CFS) 01-A 15.3 Residential (1/4 acre lots) 0.60 18 3.88 36 7.2 1.25 83 01-B 7.3 Roadway 0.95 18 4.49 31 7.2 1.25 62 01-C 4.6 Commericial 0.80 10 5.53 20 9.76 1.25 45 01-D 3.8 Commercial 0.80 10 5.53 17 9.76 1.25 37 01-E 4.4 Unimproved 0.30 15 5.53 7 8.02 1.25 13 F01-F 12.0 Residential (1/8 acre lots) 0.65 15 5.53 43 8.02 1.25 78 Y LL� Q z- 0 w OUTHLAKE BLVD � CARROLL SENIOR oHIGH SITE w a PARK Q 0 • U� M O N C � O w� E-� Ica i T I w � N IT p c � c� C w Q a w x a z 00U) �zQ Q�T)x D 0 U Q::� U LLJ U Q LLJ 0 = 0 Q = < 0 Q U Cn DATUM NOTE: REFERENCE DATUM STATE PLANE COORDINATE (4202 TEXAS NORTH CENTRAL ZONE) REFERENCE FRAME NORTH AMERICAN DATUM (NAD) 83(201 1) 0 0 0 0 z O LJ U 5; w� ON gZ �0 o vi UJ ~a� Z0fOo O a- N oo� o p�-- ONE -Uj UN", ZZWiYr-- w-0- ��--of 0 0 U Z O U O O N Z Z (n p O O� =Z9�-: N a H Q m m of 0 U) Q X W I- I 0 Z_ U) U) O U J J O U O LL- U) Z W W O ry n O C4 z CITY CASE NO. ZA24- 0059 jo