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Item 6F - Plan SetNOTE- -ALL PARKINCs TO IBE SHARED PARKINCs (LOTS 4-6) -ALL PARKINGs STALLS TO BE 9'0'x18'0' -ALL MECHANICAL EQUIPMENT MUST BE SCREENED OF VIEW FROM RIG WT-OF-WAYS AND RESIDENTIAL PROPERTIES IN ACCORDANCE WITH THE ZONINCs ORDINANCE NO. 480, AS AMMENDED -ALL LIGHTING MUST COMPLY WITH THE LIGHTINCs ORDINANCE NO. 693, AS AMMENDED. -ALL DEVELOPMENT MUST COMPLY WITH DRAINAGE ORDINANCE NO. 605 AND THE EROSION AND SEDIMENT CONTROL ORDINANCE NO. S46, AS AMENDED. N 25'0331 " E 26.57' EXISTING FIRE HYDRANT NEW 6'-O' MASONRY ENCLOSED DUMSPTER L -- NEW FIRE HYDRANT CURB ENDS CURB 4 GUTTER CURB OPENING FOR DRAINAGE PLAYERS Cj I RC CRETE Ell (40' R. 0. W.) i EXISTING S' MASONRY SCREENING WALL N 89 *53158" E EXISTING BRICK WALL 4 COLUMN (TYP) EXISTNG IRON GATE ON TOP OF TRANSFORMER EXISTING 4' WIRE FENCE EXISTING 4' WIRE FENCE CONCRETE APRON FOR DRAINAGE STRUCTURE EXISTING S' MASONRY SCREENING WALL /I /I IIII� 51TE FL� SCALD: 1"=20'0" 119 LOT 4 FLAWS CiFCLE ADDiTiON SOUT�4LA<E, TEXAS 4 VICINITY' MAP SUMMARY CHART - BUFFERYARDS LOCATION / REQUIRED / LENGTH BUFFERYARD CANOPY ACCENT SHRUBS FENCE / SCREENING HEIGHT AND MATERIAL LENGTH OF BASE LINE PROVIDED WIDTH / TYPE TREES TREES EAST REQUIRED 190' 10, / A 2 3 12 WIRE FENCE PROVIDED 20% REDUCTIOt 1 2 3 12 WEST REQUIRED 236' N/A 0 0 0 PROVIDED 0 0 0 NORTH REQUIRED 102' 10, / A 1 2 8 PROVIDED 20% REDUCTIOt 1 1 2 8 SOUTH REQUIRED 199' 10, / FI 6 12 16 BRICK WALL PROVIDED 6 12 16 TOTALS 9 1_1 36 OTHER COMMENTS: 1, WHERE PARKING IS PROVIDED BETWEEN THE BUILDING SETBACK LINE AND PUBLIC ROJ.U, SHRUBS OF A MINIMUM OF 2' IN HEIGHT AND OBTAINING A MATURE HEIGHT OF THREE (3') OR GREATER MUST BE PLANTED AT A MAXIMUM SPACING OF THIRTY INCHES (30') ON CENTER CONTINUOUS ALONG ALL PAVED EDGES OF THE PARKING OR DRIVE AREA. 2. A MINIMUM OF EO% OF ALL CANOPY TREES PLANTED ON THE SITE SHALL BE 2' IN CALIPER AND 50% MUST BE 4' IN CALIPER THIS INCLUDES BUFFERYARDS AS WELL AS INTERIOR 3. DUE TO EASEMENT AND OTHER SITE CONSTRAINTS, SOME PLANT MATERIAL IS PLACED IN LOCATIONS OTHER THAN THE SPECIFIC BUFFERYARS OR REQUIRED AREAS. SUMMARY CHART - INTERIOR LANDSCAPE (PROPOSED DEVELOPMENT BASED ON CURRENT AND SURROUNDING C-3 ZONING) LANDSCAPE % OF AREA IN FRONT OR SIDE CANOPY ACCENT TREES SHRUBS GROUND COVER ( SQ. FT.) ANNUAL COLOR AREA TREES ( SQ. FT. ) REQUIRED 6,352 SF i5 1_1 33 209 1,253 16-1 PROVIDED 13,146 SF 100% 15+2 Credits 23+10 Credits 211 IA20 166 HATCHING LEGEND LANDSCAPE BUFFERYARD OPEN SPACE COVERAGE IMPERVIOUS COVERAGE (EXISTING) IMPERVIOUS COVERAGE (PROPOSED) PROPOSED BUILDING COVERAGE PROPOSED SITE SUMMARY CPART, Lot 4 Land Use Designation Existing Proposed Pre roved 'gyp Zoning C3 C3 Number of Proposed Lots Acres SgFt. Acerage of Project 1 C) 43,138 area oP open Space, (Sq.Ft.( : `ma 16,319 Required Provided i ce of Open Spa 25 o MIN- 38 a 25% % of Outside Storage 0 0 Impervious Coverage, (SpFt.) 20,700 20,019 Required Provided i Impervious Coverage =15 o MAX. 02% 60 0 Loading Spaces N/A 10'x 50' N/A BUILDING DATA SUMMARY Mull Description I -Story Commercial School Total 5uilding Area (footprint/, kG,,446 Sq.Ft. 5,100 Sq.Ft. Porches 251 Sq.Ft, 0 Sq.Ft. % oP Suildine Covera e 38 0 2 0 Use SgFt" Square Footage by use OFFice/Trainin /o,44ro 5,100 Forces 257 0 Total Floor Area 1/0,703 eo.Ft. 5,100 Sq.Ft. Off -Street Parking Ratio /300 Office I/150 1/3 Students "led i ea I Parking Spaces Required Provided 21 SI PREPARER 4 OWNER INFORMATION PREPARED: SIGNATURE DESIGN STUDIO 1038 MEADOW BEND LOOP K GRAPEVINE, TX 16051 PHONE: (214) 619-3580 EMAIL: joeharcherstudioegmail.com OWNER: BLUE PEACHES LLC PO BOX 'll SOUTHLAKE, TX 16092 PHONE: FAX: BUILDER MAYKUS HOMES 604 E. NORTHWEST HWY 0102 GRAPEVINE, TX 16051 PHONE: 811-32 3-3111 EMAIL: easonomaykus.com USE AC1040WILEDECUMENT All documents here attached are Copyrighted 2011 by Josh Archer, Designer. The Design, Specifications, Drawings and all other documents prepared by the Designer, and (or) the Designer'e office are instruments of service. The Designer shall be deemed the author of these documents and retains all statutory, common law, and other reserved rights including Copyright. The Designer's Design, Drawings, Specifications and all other documents prepared by the Designer and (or) the Designer's office shall not be reused by the Owner (client) or others on any other project, including additions or modifications to this project or for completion of this project by others, without permission in writing from the Designer. No part of the above mentioned documents may be reproduced without similar permission from the Designer. The Designer assumes no liabilky for any structure built from these plans. Before construction, the purchaser, builder, or contractor must verify all dimensions, verify compliance with all building codes, and incorporate eke condltions. SIGNATUiiE DESIGN STUDIO 1038 MEADOW BEND LOOP N. GRAPEVINE, TX 16051 PHONE: 214-679-3580 EMAIL: josharcheretudloogmalleom 0 0 In z 0 w 0 w Q z (D U . O �P LU �a 00 - LU Z(V U E ?u t ° lLLULU q� N LU CAI M� 01 IJ1 O REVISIONS 1. 2. 3. 4. DATE: 1/18/22 DRAWN BY: SDS CHECK BY: SDS PROJECT NO. STO-22 -003 SHEET NUMBER CA5E NU�15EfR:ZA22::::::=0030 MAXIMUM 1:12 SLOPE 14AND I CAP S iGN� (REF, 3/A1.2) TIRE STOP MAXIMUM 1:50 CROSS SLOPE MAXIMUM 1: 4S CROSS SLOPE AS PER T.A.S. CONCR. UJAL< PARKING SPACE STRIPE AS PER T.A.S. MAX, 1:4S CROSS — SLOPE AS PER T.A.S. MAXIMUM 1:12 SLOPE II CURS TYf=. ACCESSIBLE PARKING 5FACE z TY. SECTION THROUGH Acc ssi 1z va=ram° �_2RAMP Ira0° 11.11►M 1 BLACK VAN } ACCESSIBLE mw d � V/2 x 11/2 " ALUM.TUBE -q OR MOUNT ON BLDG, 3A VIAND i CAP S iGN 3 1.2 VAN ACCESSIBLE 1 /8" =1'0" z F 0 GATE 6' DIA. PIPE BOLLARDS 8 CUBIC YD. TOP E END LOADED DUMPSTER MASONRY ---- SCREENING WALL V-0" HIGH 12'-O' MIN. ��rol CONC. IPE 56L�LARDS CONCRETE FILLED, SET IN CONCRETE 3' BELOW GRADE PAINTED O.S.H.A. YELLOW VED NG m� dw Q-q �ff tU 11/21I x 11/2 ALUM.TUBE OR MOUNT ON BLDG. NON - HAND I GA VAN ACCESSIBLE REFUSE CONTAINER � J FLAN VIEW (TYP.) 1 /T IT = 1 I -0 II 5IGN GATE STONE POLE HINGE 6' CONC. PIPE BOLLARDS CONCRETE FILLED, SET IN CONCRETE 3' BELOW GRAD PAINTED O.S.H.A. YELLOW MAXIMUM 1 CROSS SL MAX, 1:12 SLOPE rro`� REFUSE CONTAINER U ELEVATION (TYP.) 0 CRETE UJALK REFUSE CONTAINER AELEVATION (TYP.J 1/TIT = 11 _01I )NC. PIPE BOLLARD RETE FILLED, SET IN ETE 3' BELOW GRADE rED O.S.H.A. YELLOW PARK iNG 4 PASSENGER LOADING ZONES NOTE: —ACCESSIBLE PARKING SPACES SHALL BE AT LEAST 96"WIDE —PARKING ACCESS AISLES SHALL BE PART OF AN ACCESSIBLE ROUTE TO THE BUILDING OR FAC I L I T`r ENTRANCE AND SHALL COMPLY WITH T.A.S. —TWO ACCESSIBLE PARKING SPACES MAY SHARE A COMMON ACCESS AISLE. COMPLY WITH T.A.S. —PARKED VEHICLE OVERHANGS SHALL NOT REDUCE THE CLEAR WIDTH OF AN ACCESSIBLE ROUTE. —PARKING SPACES AND ACCESS AISLES SHALL BE LEVEL WITH SURFACES SLOPES NOT EXCEEDING 1:40 (2 ') IN ALL DIRECTIONS ACCE 88 i BL E ROUTE 8 LOCATION NOTE: —AT LEAST ONE ACCESSIBLE ROUTE WITHIN THE BOUNDARY OF THE SiTE SHALL BE PROVIDED FROM PUBLIC TRANSPORTATION STOPS, ACCESSIBLE PARKING AND ACCESSIBLE PASSENGER LOADING ZONES, AND PUBLIC STREETS OR SIDEWALKS TO THE ACCESSIBLE BUILDING ENTRANCE THEY SERVE. THE ACCESSIBLE ROUTE SHALL, TO THE MAXIMUM EXTENT FEASIBLE, COINCIDE WITH THE ROUTE FOR THE GENERAL PUBLIC. —ALL LOCATION OF ACCESSIBLE ROUTES SHALL COMPLY WITH T.A.S. ACCE 88 i BL E ROUTES SLOPES NOTE: —AN ACCESSIBLE ROUTE WITH A RUNNING SLOPE GREATER THAT 1:20 IS A RAMP AND SHALL COMPLY WITH T.A.S. —NOWHERE SHALL ANY SLOPE EXCEED 1:50 AND SHALL COMPLY WITH T.A.S. 2012 IBC, SECT. 501.2 "ADDRESS IDENTIFICATION. NEW AND EXISTING BUILDINGS SHALL BE PROVIDED WITH APPROVED ADDRESS NUMBERS OR LETTERS. EACH CHARACTER SHALL BE A MINIMUM OF 4 INCHES (102MM) HIGH AND A MINIMUM OF O.5 INCH (121MM) WIDE. THEY SHALL BE INSTALLED ON A CONTRASTING BACKGROUND AND BE PLAINLY VISIBLE FROM THE STREET OR ROAD FRONTING THE PROPERTY. WHERE ACCESS IS BY MEANS OF A PRIVATE ROAD AND THE BUILDING ADDRESS CANNOT BE VIEWED FROM THE PUBLIC WAY, A MONUMENT, POLE, OR OTHER APPROVED SiGN OR MEANS SHALL BE USED TO IDENTIFY THE STRUCTURE." FIRE REVIEW COMMENTS ALL FIRE LANES AND FIRE HYDRANTS MUST BE IN SERVICE PRIOR TO THE BUILDING PROGRESSING ABOVE GRADE. FIRE LANES MUST BE A MINIMUM OF 24 FEET WIDE WITH 6 INCH RED STRIPING THAT CONTAINS 4 INCH WHITE LETTERING THAT STATES, "FIRELANE NO PARKING', EVERT' 25 FEET. CONTRACTOR TO VERIFY THAT ALL FIRE LANES HAVE A MINIMUM 30 FOOT INS 1 DE TURN RADIUS AND A MINIMUM 54 FOOT OUTSIDE TURN RAD iUS. CONTRACTOR TO ENSURE THAT ALL ELECTRICAL, MECHANICAL, AND ALL OTHER PERTINENT ROOMS ARE LABELED WITH APPROPRIATE SIGNAGE. EXTERIOR LIGHTING ALL EXTERIOR LIGHTING TO MATCH DRAWING EXHIBIT SUBMITTAL AS APPROVED iN ZONING CASE ZA05-010 USE AQ1Q4QJJLrMDEQMMMT All documents here attached are Copyrighted 2011 by Josh Archer, Designer. The Design, Specifications, Drawings and all other documents prepared by the Designer, and (or) the Designer's office are instruments of service. The Designer shall be deemed the author of these documents and retains all statutory, common law, and other reserved rights including Copyright. The Designer's Design, Drawings, Specifications and all other documents prepared by the Designer and (or) the Designer's office shall not be reused by the Owner (client) or others on any other project, including additions or modifications to this project or for completion of this project by others, without permission in writing from the Designer. No part of the above mentioned documents may be reproduced without similar permission from the Designer. The Designer assumes no liability for any structure built from these plans. Before construction, the purchaser, builder, or contractor must verify all dimensions, verify compliance with all building codes, and incorporate eke condltions. SIGNATURE DESIGN STUDIO 1038 MEADOW BEND LOOP N. GRAPEVINE, TX 16051 PHONE: 214-61S-3580 EMAIL: josharcheretudloogmalleom 0 0 in z 0 co w 0 w Q z 0 co - O �a LU ?� U F ?u � ° L — LU LU C14 01 REVISIONS 1. 2. 3. 4. DATE: 1/18/22 DRAWN BY: SDS CHECK BY: SDS PROJECT NO. STO-22 -003 SHEET NUMBER MASONRY CALCULATIONS — NORTH ELEVATION WALL AREA I OPENING AREA WALL WITHOUT OPENINGS MASONRY PROVIDED STUCCO PROVIDED q 4224* 354t 3810* 830* 21% 3040* - � 25' T.O.W. STUCCO FF. 35' T O L14 TYPICAL) (TYPICAL) ±4 USE ACKNOur t=nr-r.MNT All documents here attached are Copyrighted 2011 by Josh Archer, Designer. The Design, Specifications, Drawings and all other documents prepared by the Designer, and (or) the Designer's office are instruments of service. The Designer shell be deemed the author of these documents and retains all statutory, common law, and other reserved rights including Copyright. The Designer's Design, Drawings, Specifications and all other documents prepared by the Designer and (or) the Designer's office shall not be reused by the Owner (client) or others on any other project, including additions or modifications to this project or for completion of this project by others, without permission in writing from the Designer. No part of the above mentioned documents may be reproduced without similar permission from the Designer. The Designer assumes no liablllty For any structure built from these plans. Before construction, the purchaser, builder, or contractor must verify all dimensions, verify compliance with all building codes, and Incorporate site conditions. SIGNATURE DESIGN STUDIO 1038 MEADOW BEND LOOP N. GRAPEVINE, TX 16061 PHONE: 214-679-3580 EMAIL: joshareherstudloegmall.com O 0 W z 0 w 0 w Q z (D U :LU l7 - LU Z (/ U ?0 LU LU LU c�v Ll.l O REVISIONS 1. 2. 3. 4. DATE: 1/18/22 DRAWN BY: SDS CHECK BY: SDS PROJECT NO. STO-22 -003 SHEET NUMBER CA5E NU�15EfR:ZA220030 1� a I STUCCO METAL GABLE E (TY STUCCO FF. MAWNRY CALCULATIONS - SOUTH ELEVATION WALL AREA OPENING AREA WALL WITHOUT OPENINGS MASONRY PROVIDED STUCCO PROVIDED q 51S0i 114S* 4031* 1 1311i 33% 1 2114i 1 6l% 35' TAB 33' TAB TYPICAL) (TYPICAL) ED gLC4 TYPICAL) (TYPICAL) ---!4 LSE A00401Wr ET»=C.,MMT All documents here attached are Copyrighted 2011 by Josh Archer, Designer. The Design, Specifications, Drawings and all other documents prepared by the Designer, and (or) the Designer's office are instruments of service. The Designer shell be deemed the author of these documents and retains all statutory, common law, and other reserved rights including Copyright. The Designer's Design, Drawings, Specifications and all other documents prepared by the Designer and (or) the Designer's office shall not be reused by the Owner (client) or others on any other project, including additions or modifications to this project or for completion of this project by others, without permission in writing from the Designer. No part of the above mentioned documents may be reproduced without similar permission from the Designer. The Designer assumes no Ilabllity For any structure built from these plans. Before construction, the purchaser, builder, or contractor must verify all dimensions, verify compliance with all building codes, and Incorporate site conditions. SIGNATURE DESIGN STUDIO 1038 MEADOW BEND LOOP N. GRAPEVINE, TX 16061 PHONE: 214-679-3580 EMAIL: joshareherstudloegmall.com O 0 W z 0 w 0 w Q z (D U :LU 0-1 W LU ?(V U ?0 LU LU L1 Q- W) M� 01 Ll.l O REVISIONS 1. 2. 3. 4. DATE: 1/18/22 DRAWN BY: SDS CHECK BY: SDS PROJECT NO. STO-22 -003 SHEET NUMBER CA5E NU�15IEfR:ZA22�0030 n LC S LC 35' T.O.W. 33' T STUCCO METAL RO 20'F IS' Ta STONE MASONRY CALCULATIONS - SOUTH ELEVATION WALL AREA OPENING AREA WALL WITHOUT OPENINGS MASONRY PROVIDED qe STUCCO PROVIDED 3254# 454# 2840# 1 1058# 31% 1 1182# 63% 35' TOE 4uAdING W/ SUPPORTS ICAL) TYPICAL) (TYPICAL) CA5E NU�15IEfR:ZA22�0030 USE ACKNOur t= ECUM NT All documents here attached are Copyrighted 2011 by Josh Archer, Designer. The Design, Specifications, Drawings and all other documents prepared by the Designer, and (or) the Designer's office are instruments of service. The Designer shell be deemed the author of these documents and retains all statutory, common law, and other reserved rights including Copyright. The Designer's Design, Drawings, Specifications and all other documents prepared by the Designer and (or) the Designer's office shall not be reused by the Owner (client) or others on any other project, including additions or modifications to this project or for completion of this project by others, without permission in writing from the Designer. No part of the above mentioned documents may be reproduced without similar permission from the Designer. The Designer assumes no Ilabllity For any structure built from these plans. Before construction, the purchaser, builder, or contractor must verify all dimensions, verify compliance with all building codes, and Incorporate site conditions. SIGNATURE DESIGN STUDIO 1038 MEADOW BEND LOOP N. GRAPEVINE, TX 16061 PHONE: 214-619-3580 EMAIL: joshareherstudloegmall.com O 0 W z 0 w 0 w Q z cD U :LU l7 -1 W LU ?(V U ?LU u° LU w a- N M� Ll.l O REVISIONS 1. 2. 3. 4. DATE: 1/18/22 DRAWN BY: SDS CHECK BY: SDS PROJECT NO. STO-22 -003 SHEET NUMBER 2 13 121-6M 141-211 15'-611 � MASONRY CALCULATIONS — WEST ELEVATION WALL AREA OPENING AREA WALL WITHOUT OPENIWG61 MASONRY PROVIDED 121% STUCCO PROVIDED qe 5180# 622# 4558# 1 1214# 1 3344 1 13% 35' T.O.W. 33' T.0 STUCCO 25' T.0 STON FF. I �t Cv 42' — 6' 42' —6' 15' — 2' 15' — 611 lk WEST SiDE EXALDW.1 ARTiCULATION 35' TA4 33' T.O4 (TYPICAL) IS' T.O.4 (TYPICAL) ---FP USE ACKNOur t=nECUM Nt All documents here attached are Copyrighted 2011 by Josh Archer, Designer. The Design, Specifications, Drawings and all other documents prepared by the Designer, and (or) the Designer's office are instruments of service. The Designer shell be deemed the author of these documents and retains all statutory, common law, and other reserved rights including Copyright. The Designer's Design, Drawings, Specifications and all other documents prepared by the Designer and (or) the Designer's office shall not be reused by the Owner (client) or others on any other project, including additions or modifications to this project or for completion of this project by others, without permission in writing from the Designer. No part of the above mentioned documents may be reproduced without similar permission from the Designer. The Designer assumes no Ilablllty For any structure built from these plans. Before construction, the purchaser, builder, or contractor must verify all dimensions, verify compliance with all building codes, and Incorporate site conditions. SIGNATURE DESIGN STUDIO 1038 MEADOW BEND LOOP N. GRAPEVINE, TX 16061 PHONE: 214-619-3580 EMAIL: joshareherstudloegmall.com O 0 W z 0 w 0 w Q z (D U :LU 0—1 W LU Z(V U ?0 LU LU LU p' cv M� Ll.l O REVISIONS 1. 2. 3. 4. DATE: 1/18/22 DRAWN BY: SDS CHECK BY: SDS PROJECT NO. STO-22 -003 SHEET NUMBER CA5E NU�15EfR:ZA22�003A pn[EL x 0 H/Qnw HON PQ)n 2 01 - & " A.F.F. III-011 AFF. 101-011 AFF, 14,-S 11 f-''FF. 3E�' - o" T,o,W, 33'-o" T.O.W. 7 25'-0" AF.F. 33' - o" T.O.W, /-.'00� 3E�' - o" T,o,W, BLUE SHADED AREA REPRESENTS PROXIMITY SLOPE PROXIMITY SLOPE EXHIBIT - EAST ELEVATION. BLUE SHADED AREA REPRESENTS PROXIMITY SLOPE 10 1- 0 11 AFF, PROXIMITY SLOPE EXHIBIT - 50UTH ELEVATION 1/511-11011 ilae err�.InU EDEC Me 4T All documents here attached are Copyrighted 2011 by Josh Archer, Designer. The Design, Specifications, Drawings and all other documents prepared by the Designer, and (or) the Designer's office are instruments of service. The Designer shall be damned the author of these documents and retains all statutory, common law, and other reserved rights Including Copyright. The Designer's Design, Drawings, Specifications and all other documents prepared by the Designer and (or) the Designer's office shall not be reused by the Owner (client) or others on any other project, including additions or modifications to this project or for completion of this project by others, without permission in writing from the Designer. No part of the above mentioned documents may be reproduced without similar permission from the Designer. The Designer assumes no (lability for any structure built from these plans. Before construction, the purchaser, builder, or contractor must verify all dimensions, verify compliance with all building codes, and incorporate site conditions. 01 SIGNATURE DESIGN STUDIO 1038 MEADOW BEND LOOP N GRAPEVINE, TX 16051 PHONE: 214-619-3580 EMAIL: josharcherstudioegmailcom O 0 D H W Z C� CO W Q W H Q Z C� C -o j Da LU z z_ _ u VLU LU (L O N w a- N m� - O REVISiONS 1. 2. 3. 4. DATE: 1/18/22 DR4UJN MY: 8DS CHECK SY: 8DS PROJECT NO. STO-22 -003 SHEET NUMBER CASE NUt-15IEfR:ZA220030 P-ELIMINARY T TI 2 2 I /T 11 t /-1 I I I 35'_0 T-011J- 5LUE SHADED AREA REPRESENTS PROXIMITY SLOPE PROXIMITY SLOPE EXHIBIT - SOUTHEAST ELEVATION. 1/1511-11011 USE ACKNOULEDeC41ENT All documents here attached are C-opyrlghted 2011 by Josh Archer, Designer. The Design, Specifications, Drawings and all other documents prepared by the Designer, and (or) the Designer's office are Instruments of service. The Designer shall be deemed the author of these documents and retains all statutory, common law, and other reserved righw Including Copyright. The Designer's Design, Drawings, Specifications and all other documents prepared by the Designer and (or) the Designer's office shall not be reused by the Owner (client) or others on any other project, Including additions or modifications to this project or for completion of this project by others, without permission In writing from the Designer. No part of the above mentioned documents may be reproduced without similar permission from the Designer. The Designer assumes no Ilabllity for any structure built from these plans. Before construction, the purchaser, builder, or contractor must verify all dimenelone, verify compliance with all building codes, and Incorporate site cordltions. SIGNATURE DESIGN STUDIO 1038 MEADOW BEND LOOP N. GRAPEVINE, TX 16051 PHONE: 214-619-35W EMAIL: Joshareherstudloegmail�om O 0 U) z (7 U) w 0 w Q z C7 C H V W Z O z 3 � d O LU N .Q REVISIONS 1. 2. 3. 4. DATE: 1/18/22 DRAWN BY: SDS CHECK BY: SDS PROJECT NO. MAY-22 -003 SHEET NUMBER 2 .(o 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 *01 0.1 0.2 0.2 0.2 0.2 0.3 0.3 0.4 0.3 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 fC 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 D.11 10.2 .3 t.3 0.4 10.5 10.9 10.8 10.9 10.9 #.1 10.6 10.2 -0 1 *0.0 *0.0 *0.0 *0.0 *0.0 *0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0. 0.2 .5 0.8 11.0 11.1 0.6 1.3 1.3 *1.3 1.3 A 0.8 .3 0.2 0.1 0.1 0.0 0.0 0.0 0.0 /# 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 to 0. 0 0.7 .4 tLlf C 0.6 #1.9 #1.9 *1.8 *1.9 2.3 #1.3 t.7 0.5 0.3 0 1 0.0 0.0 0.0 0.0 to 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.2 0. *1.1 11.7 1. �3 '.2 1.0 0.5 0. 0.0 0.0 0.0 0.0 MH: 12 to 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.6 11.3 11.8 11.4 }\2 > � 5 #.2 t.5 0.1 0.0 0.0 0.0 0.0 .2 H: 12 to to 0.1 0. 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Lumens A 2 SINGLE HUBBELL ASL1-160L-70-3K7-4W-BC 0.900 5495 B 3 SINGLE HUBBELL ASL1-160L-70-3K7-2 0.900 8895 C 9 SINGLE HUBBELL RD11-24L-25-3K7-4W-UNV 0.900 2745 Calculation Summary Label CalcType Units PtSpcLr PtSpcTb Avg Max Min Avg/Min Max/Min Description NON-RESIDENTIAL_Grade Illuminance Fc 8 8 0.58 7.9 0.0 N.A. N.A. Readings taken at 0'-0" AFG RESIDENTIAL_ Grade Illuminance Fc 8 8 0.00 0.0 0.0 N.A. N.A. Readings taken at 0'-0" AFG SOUTH PARKING -DRIVE Illuminance Fc 2.48 4.9 0.4 6.20 12.25 Readings taken at 0'-0" AFG WEST PARKING Illuminance Fc 2.87 5.8 0.6 4.78 9.67 Readings taken at 0'-0" AFG 0 F (V NUMBER OF HEADS PER PLAN FINISH TO MATCH FIXTURE HAND HOLE IN POLE CADWELD GALV. RIGID CONDUIT SIZE AS SHOWN ON DWG. GROUT AFTER VERT. ALIGNED ANCHOR BOLTS (4) AS PER MFGR. REQMT'S. 4000 PSI CONCRETE VERTICAL BARS PER STRUCTURAL/MFGR. REQMT'S HOOPED TIES PER STRUCTURAL/MFGR. REQMT'S 1 # 4 CU. GND. P.V.C. COND. SIZE AS SHOWN ON DWG. G.R.C. TO P.V.C. ADAPTER CADWELD CONNECTION 10' X 3/4" o S.S. GROUND ROD ni SITE LIGHTING POLE DETAIL % & / NOT TO SCALE NEUTRAL WALL PACK CIRCUIT n HOT PHOTOCELL MOUNTED ON NORTHWEST FACE OF BUILDING HOT SITE POLE CIRCUIT HOT ASTRONOMICAL TIME CLOCK WITH INDEPENDENT 7-DAY PROGRAMING CAPABILITIES AND MANUAL -OFF -AUTO CONTROLS. COORDINATE EXACT LOCATION WITH ARCHITECT IN FIELD. SITE LIGNTING r--------� I TC I I I I I I I NO .i FIXTURE CONTROL DETAIL V %J / NOT TO SCALE WALL SCONCE REF. PLANS SITE LIGHTS REF. PLANS GENERAL NOTES 1. COORDINATE LOCATION OF ALL WIRING DEVICES AND EQUIPMENT WITH ARCHITECT/TENANT PRIOR TO ROUGHIN. 2. ALL WIRING DEVICES TO BE LABELED TO INDICATE PANEL AND CIRCUIT FROM WHICH THEY ARE FED. REFERENCE DETAIL 02 DRAWING E401 3. ANY HOME RUN LONGER THAN 75' AND ALL DEDICATED OUTLETS TO BE #10 WIRE. USE ACKNOWLEDEGMEN DESIGN DEVELOPMENT/PRICING THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF DESIGN DEVELOPMENT AND/OR PRICING UNDER THE AUTHORITY OF PATRICK A. LECHTENBERG, PE #91377 ON JUNE 17,2022. IT IS NOT TO BE USED FOR OTHER PURPOSES. 11156 WINDJAMMER DR FRISCO, TX 75034-9268 P. (214) 469-2766 1 F. (469) 546-4463 LE FIRM REGISTRATION #:15918 LE PROJECT #: 22016 LD }}W 1� z rT rn �TjI Ur II iD z �o � Q LL- J U LU z� U J LU 11- O LU REVISIONS I. 2. 3. DATE: 3/16/22 DRAWN BY: JLL CHECK BY: PL PROJECT NO. STO-22-003 SHEET NUMBER CA5E NUt'15EfR:ZA220030 U .E ADDITION D6086369 T. FL N(OU )= 67.79'((6"PV)PLA YERS CIRCLE FL N(OUT)=667.69'(6"PVC) (40' R. 0. W.) SITE' BM 52 X" IN CONC. ELEVATION=673. �% w I V 2590Y31 " E J 26,57 EXISTING FIRE HWON TPK- W/WAS ER " LOT 5 PLAYERS CIRCLE ADDITION DOC. NO. D206086369 ZONED 9' C FiR.T.C.T. COMMERCIAL DISTRICT PLAYER CIRCLE LLC, LOT 5 12.5' COMMON ACCESS & U.E. YERS CIRCLE ADDITIOI POC. NO. D20P.R8T.369 )C. NO. D206086369 P.R.T.C.T. ).=RETAIL COMMERCIAL NEW 6'-0" ENCLOSED NEW FIRE ICRETE 'EMENT 3 OPENING DRAINAGE 1/2 " /2" I R CONCRETE PAVEMENT CHB =(4R' 165T8'42" E CHD = 79.22' A = 90.05 FOUND PK NAIL �O / CURB CURB R W WASHER �g "JPH" (C.M.) GUTTER L� O & P.A.E. 00. DOC. NO. ae P.R.T.C.T. 10' U.E. & P,A E. OC. NO 2060 36 P.R.T �V NATURAL S0 DLP VENTURES LOT 3 PLAYERS CIRCLE ADDITION DOC, NO. D206086369 P.R.T.C.T. L.U.D.=RETAIL CQMM�RCIAL N 89 053 58 E Y N 89 °53'59'01E29101.29' "'-15' U.E. T' 10'-7- TYPE "A" BUFF RYARIhOCKN t i 4F60'h &.0 blIM086MO CURB OP FOR DRA NATURAL GROUND 105 1 0 g`' 0 0 CURB DS NATURAL GROUND ZONED "C-3" GENERAL COMMERCIAL DISTRICT GROUN Y J V� 0 1� _� 0.9903 ACRE DOC. N0. D cj,� Z 251 PL S CIRCLE 116 1 O U LO PLAY 1j SA�6IT10N I 9I 10QRYE W -C I P&23 Qb bI4f l DOC. RcR. IMT086369 117 P.R. T.C.T. L.U.D.=RETAIL COMMERCIAL 12.5' COM N A CESS & U.E. Z OC. N 06 6369 ADDRESS: 251 PLAYERS CIRCLE T.C.T. go VACANT LOT 128 124\ 126 -�_ 2 121 N 1 ��`� ///� 120 W z U w 127 >� 0 �. z 670 CONCRETE APRON FOR 1 �l 0 DRAINAGE STRUCTUR b m 5' U.E. 0 o F.D.0 ^`\\ DOC. N0. D20P.R86C.T .IIIIIIII \ , T O ZO w z Q J W w Ll- CURB FNDS CURD &--------- GUTTEN 129 5/8" I /C " AH" SITE BM 5 "X" IN CONC. ELEVATION=669.69' G SDMH RIM ELEV-669.71' 18" RCP N(OUT)-665.69' N 37°47'43" W 1z s N 0 101 N /8" IRF W/CAP "JPH" (C.M.) 102 103 104 ,CI I ,igy vi h •' i� ►IliiL W z J ff,110M\�\ NATURAL N A`6146 old D GROUND o(�p 00 V)° LNIR 106 107 EXISTING 4' WIRE 'FENCE _109 1110 /IRE ENCE (112 -113 1114 W N FA�ILY2L.P. IRE- %-Li11 f�PME610:2�IAL D.R.T.C.T. 115 VAQUERO WEST SOUTHLAKE BLVD PARTENERS LP. EAVES, W R SURVEY ABSTRACT 500 TRACT 3D L.U.D.—RETAIL COMMERCIAL (UNDEVELOPED) EXISTING 4' WIRE FENCE ,118 NAIL IN 8"X8" WOOD POST BEARS N 51'29' E-0.54' ;ONCRETE APRON FOR DRAINAGE STRUCTURE TREE SURVEY NUM CAL SPECIES CONDITION STATUS CANOPY COMMENTS 101 7 PECAN Good Preserve 154 2 Understory Credits 102 6 OAK Good Preserve 113 2 Understory Credits 103 6 HACKBERRY Good Remove 113 Exempt Building Pad 104 6 ASH Good Preserve 113 2 Understory Credits 105 7 ASH Good Remove 154 Exempt Building Pad 106 7 BOIS D ARC Good Preserve 154 107 14 OAK Good Preserve 615 2 Tree Credits 108 5 OAK Good Preserve 79 109 9 HACKBERRY Good Preserve 254 110 6 OAK Good Preserve 113 2 Understory Credits 111 6 ASH Good Preserve 113 2 Understory Credits 112 8 HACKBERRY Good Preserve 201 113 10 HACKBERRY Good Preserve 314 114 7 HACKBERRY Good Preserve 154 115 5 ASH Good Preserve 79 116 10 BRADFORD PEAR Good Remove 314 Exempt Building Pad 117 8 BRADFORD PEAR Good Remove 201 Exempt Building Pad 118 9 CEDAR Good Preserve 254 119 5 ASH Good Preserve 79 120 8 BRADFORD PEAR Good Remove 201 Exempt Building Pad 121 8 BRADFORD PEAR Good Remove 201 Exempt Building Pad 122 7 ELM Good Remove 154 Exempt Building Pad 123 9 CEDAR Good Remove 254 Exempt Building Pad 124 17 OAK Good Remove 907 Exempt Building Pad 125 7 BRADFORD PEAR Good Remove 154 Exempt Parking 126 11 ELM Good Remove 380 Exempt Building Pad 127 12 BRADFORD PEAR Good Remove 452 Exempt Building Pad 128 6 BRADFORD PEAR Good Remove 113 Exempt Building Pad 129 6 BRADFORD PEAR Good Preserve 113 TOTAL TOTAL CALIPER INCHES 232" TOTAL CALIPER INCHES PRESERVED 116" 500% TOTAL CALIPER INCHES REMOVED 116" 50% BUILDING PAD EXEMPT 109" 470% PARKING LOT EXEMPT 7" 3% ROADS EXEMPT 0" 00% OTHER NON-EXEMPT 0" 0% TOTAL SITE AREA = 43,137 SF EXISTING CANOPY COVERAGE = 6,500 SF PERCENT CANOPY COVERAGE = 15% MIN CANOPY PRESERVATION = 70% TOTAL CANOPY PRESERVED = 2,902 SF PERCENT OF CANOPY PRESERVED = 45% - VARIANCE REQUESTED MITIGATE FOR TREES #124, #126 AND #127 TOTAL CALIPER 40" CANOPY COVERAGE OF 1,739 SF TOTAL TO MAKE UP FOR THE 70% MITIGATION TO EQUAL 40" OR $5980 PAID TO THE CITY TREE FUND / r DL GROU�G��P�� O EXISTING 8' M0:S01NW I$OREENING AEE A, SLIDE 3902 �� P.R.T.C.T. BRIC WALL D COLUM (T �' AN IM EL -6 71' 18" CP N(OU 65. LOT 9R, BLOCK 2 LEGEND D INAGE EA M T n°�� XISTING BRICK C. NO. D20 369 !� WALL & �MN EBU$Y WOO D S 499 P. .T .T. COLUMN (TYP) CAB. A;CSLIDE03SC2 0 20 40 60 0 EXISTING TREE TO BE PRESERVED/PROTECTED DR NAGE E MENT LP1R'9DQ'BLOCK 2 DOC. 0. D20 863 STONEBURY ADDITION SCALE: 1" = 0'-0" A ND COMMON AREA #3 499 GRO MVN?;AT60DN Gp(IIE ON TOP CAB. A, SLIDE 3902 EXISTING TREE TO BE REMOVED BY PERMIT OF TRANSFORMER P . R, T. C . T. L.U.D.=MEDIUM DENSITY 10' U. & D.E. RESIDENTIAL 499 0 AB. A, SLIDE 3902 EXISTING TREE TO BE PRESERVED/TRANSPLANTED P.R.T.C.T. J, ■ M M M M ■ LOCATION OF PROTECTIVE FENCE 5/8" 1 'W/CAPSTING 8' "JPH"'(C. .) MASONRY SCREENING WAI I TREE PRESERVATION PLAN Date JUL 15, 2022 Drawn By GAC Checked By GAC Revisions J L r N J °' o CO) T N Q a N 00 0 W w H � 2 Lu W V �QoC° Do U W a a Lu o aQo0 WLL z (.5V W _ • d W = a a Z Z Ca c W a� � N W CL a L 3:N W 0 0 a Y a 07/15/22 F- U wF - W LL ° Z JOH �C7zww w j O wwz J w J U oUw��nWO = gOOZ¢=t � <Z FX wW n J ¢ J_ d W J LL D LL Z w w w 0 =LL O w o UQ O Q J LL W X Z ¢ g)xw " Or = O % LL W QW TRo-2ww ww��O��Z -aZ=°�o°- w�¢�Zg N-wo Wzu OWonwz- z wao�°WW�aWo az U X� W2�LL0zQZ 0>2 Q �LLW N¢W° KJ Z0¢w LLFEoW10X�, Z N O U J w L)Z<0a'ax ZO z ¢ O z F- Q O W m J LL' V, W W 2= X W= w¢ W m W F z n )w WU) 2Z M: U) - F-11 FF< w Z 0 H 0 0 Q Q W X 0 U W � � J W H Q J 0 J 0- C0 Sheet No, L-1 PIS CHI (5) 2" Cal. ---LAG IND (5) 45 gal. \ JUN BAR (15) 3 gal. MYR PUS (23) 3 gal. ULM CRA (1) N 25.03'31 " E _ 26.5 7' EXISTING FIRE H ZONED 92 299 COMMERCCL DISTRICT PLAYER CIRCLE LLC, LOT 5 YERS CIRCLE ADDITION )C. NO. D206086369 P.R.T.C.T. ).=RETAIL COMMERCIAL RHA IND (3) 3 gal. LAG IND (1) 45 gal. ILE NAN (43) 3 gal. MYR PUS (7) 3 gal. LAG IND (5)1--- ULM CRA (1) 2" Cal. Q� QUE SHU (4) 4" Cal. L NEW FIRE H QUE VIR (4) 4" Cal. ILE DWA (26) 3 gal. VIT CHA (9) 45 gal. LAG IND (2) 45 gal )� CURB & GUTTER 2 v QQ TEMPORARY IRRIGATION WILL BE REQUIRED TO ESTABLISH TURF IN ALL DISTURBED AREAS WITHOUT A PERMANENT IRRIGATION SYSTEM. INSTALL SOD TO ESTABLISH TURF IN ALL DISTURBED AREAS AS IDENTIFIED ON GRADING AND EROSION CONTROL PLANS. 12 is s N 0 �_/ I V I I V I L__ I \ �_/ I / \ � I_l I l I I DLP VENTURES LOT 3 PLAYERS CIRCLE ADDITION DOC, N0, D206086369 P.R.T.C.T. I I I F) r7 r- T A I I (� (1 N A N A F_ IF) (- I n I EXISTING BRICK SOUTHLAKE WOODS WALL & HOMEOWNERS COLUMN (TYP) LOT 9R, BLOCK 2 STONEBURY ADDITION COMMON AREA #3 EXISTNG IRON GATE ON TOP CAB. A, SLIDE 3902 OF TRANSFORMER P.R.T.C.T. L.U.D.=MEDIUM DENSITY RESIDENTIAL (2) ILE VOM 45 gal. (2) QUE CAT 4" Cal. (3) CER CAN 45 gal. (30) ILE NAN 3 gal. (1) QUE SHU 4" Cal. (13) RHA IND 3 gal EXISTING 4' WIRE FENCE ULn ZONED 992 299 N RETAIL COMMERCIAL w VAQUERO WEST SOUTHLAKE o BEVD PARTENERS LP. EAVES, W R SURVEY o ABSTRACT 500 TRACT 3D En L,U.D.—RETAIL COMMERCIAL ry (UNDEVELOPED) LLI H LL �y� W 0 CV EXISTING 4' WIRE 1 FENCE (41) MYR PUS 3 gal. (16) ILE DWA 3 gal. (8) CER CAN 45 gal. (4) ULM CRA 2" Cal (2) QUE SHU 4" Cal. (3) PRU MEX 45 gal. (6) RHA IND 3 gal 20 40 SCALE: 1 " = 20'— i NOTE: NO LANDSCAPE PLANTINGS WITHIN 18" OF PARKING LOT CURBS. PLANTING NOTES: 1. PLANT SIZE, TYPE, AND CONDITION SUBJECT TO APPROVAL OF OWNER'S REPRESENTATIVE. 2. ALL PLANT MATERIAL TO BE NURSERY GROWN STOCK. 3. CONTRACTOR RESPONSIBLE FOR MAINTENANCE OF ALL PLANT MATERIAL UNTIL PROJECT ACCEPTANCE. 4. ALL CONTAINER GROWN PLANTS TO HAVE FULL, VIGOROUS ROOT SYSTEM, COMPLETELY ENCOMPASSING CONTAINER. 5. ALL PLANTS WELL ROUNDED AND FULLY BRANCHED. ALL TREES WITH SPREAD 2/3 OF HEIGHT. 6. CONTRACTOR TO PROVIDE OWNER WITH PREFERRED MAINTENANCE SCHEDULE OF ALL PLANTS AND LAWNS. 7. MAINTAIN/PROTECT VISIBILITY TRIANGLE WITH PLANT MATERIAL PER CITY STANDARDS AT ALL ENTRANCES TO SITE. 8. PREP ENTIRE WIDTH OF ALL DEFINED PLANTING BEDS WITH MIX AS OUTLINED IN SPECS. WHERE SHRUBS ARE LOCATED ALONG CURB, SET SHRUBS BACK FROM CURB 3 FT. 9. SEE DETAIL SHEET L-8 FOR PLANTING DETAILS. 10. CONTRACTOR RESPONSIBLE FOR LOCATION OF ALL UTILITIES, INCLUDING BUT NOT LIMITED TO TELEPHONE, TELECABLE, ELECTRIC, GAS, WATER AND SEWER. ANY DAMAGE TO UTILITIES TO BE REPAIRED BY CONTRACTOR AT NO COST TO OWNER. 11. EXISTING TREES ARE SHOWN TO REMAIN, CONTRACTOR SHALL PRUNE WITH APPROVAL OF OWNER AND CITY ARBORIST. WORK TO INCLUDE REMOVAL OF ALL SUCKER GROWTH; DEAD AND DISEASED BRANCHES AND LIMBS; VINES, BRIARS AND OTHER INVASIVE GROWTH; AND ALL INTERFERING BRANCHES, AS WELL AS BRANCHES THAT OBSTRUCT SIGN VISIBILITY. MAKE ALL CUTS FLUSH TO REMAINING LIMB. RETAIN NATURAL SHAPE OF PLANT. ALL WORK SUBJECT TO APPROVAL OF OWNER'S REPRESENTATIVE. 12. QUANTITIES ARE PROVIDED AS A COURTESY AND NOT INTENDED FOR BID PURPOSES. CONTRACTOR TO VERIFY PRIOR TO PRICING. 13. INSTALL EDGING BETWEEN LAWN AND PLANTING BEDS. REFER TO SPECIFICATIONS. FILE ALL CORNERS SMOOTH. 14. INSTALL CURLEX BLANKET (OR EQUAL) PER MANUFACTURES INSTRUCTIONS ON ALL GROUNDCOVER/SHRUB BEDS WITH A SLOPE OF 4;1 OR GREATER. 15. AT TIME OF PLAN PREPARATION, SEASONAL PLANT AVAILABILITY CANNOT BE DETERMINED. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO SECURE AND RESERVE ALL B&B PLANTS WHEN AVAILABLE IN CASE ACTUAL INSTALLATION OCCURS DURING THE OFF-SEASON. PURCHASE AND HOLD B&B PLANTS FOR LATE SEASON INSTALLATION. 16. BERM ALL PARKING LOT ISLANDS AS SHOWN ON ENCLOSED DETAIL SHEET. (BERMS MAY NOT BE SHOWN ON GRADING PLAN.) 17. PRIOR TO TREE PLANTING, CONTRACTOR SHALL STAKE TREE LOCATIONS FOR APPROVAL BY OWNER. PLANT SCHEDULE CITY OF SOUTHLAKE SUMMARY CHART - BUFFERYARDS (PROPOSED DEVELOPMENT BASED ON CURRENT AND SURROUNDING C-3 ZONING) LOCATION / REQUIRED/ LENGTH BUFFERYARD CANOPY ACCENT SHRUBS FENCE/SCREENING HEIGHT AND MATERIAL LENGTH OF BASE LINE PROVIDED WIDTH / TYPE TREES TREES WEST REQUIRED 236' NA 0 0 0 PROVIDED 0 0 1 0 EAST REQUIRED 190, A/10' 2 3 12 PROVIDED 20% REDUCTION 2 3 12 NORTH REQUIRED 102' A/10' 1 2 8 PROVIDED 20% REDUCTION 1 2 8 SOUTH REQUIRED 199, F1/10' 6 12 16 PROVIDED 6 12 16 TOTALS 9 17 36 OTHER COMMENTS: 1. WHERE PARKING IS PROVIDED BETWEEN THE BUILDING SETBACK LINE AND PUBLIC R.O.W., SHRUBS OF A MINIMUM 2' IN HEIGHT AND OBTAINING A MATURE HEIGHT OF THREE (T) OR GREATER MUST BE PLANTED AT A MAXIMUM SPACING OF THIRTY INCHES (30") ON CENTER CONTINUOUS ALONG ALL PAVED EDGES OF THE PARKING OR DRIVE AREA. 2. A MINIMUM OF 50% OF ALL CANOPY TREES PLANTED ON THE SITE SHALL BE 2" IN CALIPER AND 50% MUST BE 4" IN CALIPER. THIS INCLUDES BUFFERYARDS AS WELL AS INTERIOR. 3. DUE TO EASEMENTS AND OTHER SITE CONSTRAINTS, SOME PLANT MATERIAL IS PLACED IN LOCATIONS OTHER THAN THE SPECIFIC BUFFERYARDS OR REQUIRED AREAS. SUMMARY CHART - INTERIOR LANDSCAPE (PROPOSED DEVELOPMENT BASED ON CURRENT AND SURROUNDING C-3 ZONING) LANDSCAPE % OF AREA IN FRONT OR SIDE CANOPY ACCENT TREES SHRUBS GROUND COVER S( Q. FT.) ANNUAL COLOR AREA(50%) TREES SQ. FT. REQUIRED 8,352 SF 75% 17 33 209 1,253 167 PROVIDED 13,748 SF 100% 15+2 CREDITS 23+10 CREDITS 211 1,620 168 `NOTE ANY CREDITS USED IN CALCULATIONS: OTHER COMMENTS: PARKING LOT LANDSCAPING PARKING BETWEEN BUILDING & ROW = LESS THAN 25%. REQUIRES 15 SF/STALL. 27 STALLS X 15 = 405 SF REQUIRED PARKING LOT LANDSCAPING. 1,078 SF PARKING LOT LANDSCAPING PROVIDED. 50% OF BUILDING FLOOR AREA TO BE REQUIRED INTERIOR LANDSCAPE AREA NOTE: SITE WILL BE IRRIGATED BY AN AUTOMATIC, UNDERGROUND IRRIGATION SYSTEM DESIGNED BY A LICENSED IRRIGATOR, COMPLETE WITH RAIN AND FREEZE SENSORS. SITE SHALL BE MAINTAINED IN ACCORDANCE WITH ARTICLE 10.0 OF THE SOUTHLAKE LANDSCAPE ORDINANCE, 544-A. NOTE: DUE TO EASEMENTS AND OTHER SITE CONSTRAINTS, SOME PLANT MATERIAL IS PLACED IN LOCATIONS OTHER THAN THE SPECIFIC BUFFERYARDS OR REQUIRED AREAS. TREES CODE QTY BOTANICAL NAME COMMON NAME SIZE HEIGHT SPACING • PIS CHI 5 Pistacia chinensis Chinese Pistache 2" Cal. 8'-10' Ht. As Shown • QUE SHU 8 Quercus shumardii Shumard Red Oak 4" Cal. 12' Height Min As Shown • QUE VIR 4 Quercus virginiana Southern Live Oak 4" Cal. 12' Height Min As Shown • QUE CAT 2 Quercus virginiana 'SDLN' TM Cathedral Live Oak 4" Cal. 12' Height Min As Shown • ULM CRA 7 Ulmus crassifolia Cedar Elm 2" Cal. 12' Height Min As Shown ORNAMENTAL TREES CODE QTY BOTANICAL NAME COMMON NAME SIZE HEIGHT SPACING • CER CAN 15 Cercis canadensis Eastern Redbud 45 gal. 8'-10' Ht. As Shown .. ILE VOM 3 Ilex vomitoria Yaupon Holly 45 gal. 8'-10' Ht. As Shown .. LAG IND 14 Lagerstroemia indica Crape Myrtle 45 gal. 8'-10' Ht. As Shown • PRU MEX 8 Prunus mexicana Mexican Plum 45 gal. 8'-10' Ht. As Shown 0 VIT CHA 10 Vitex agnus-castus Chaste Tree 45 gal. 8'-10' Ht. As Shown SHRUBS CODE QTY BOTANICAL NAME COMMON NAME SIZE HEIGHT SPACING HES PAR 6 Hesperaloe parviflora Red Yucca 3 gal. 18"-24" 48" O.C. ILE DWA 42 Ilex cornuta Dwarf Burford' Dwarf Burford Holly 3 gal. 18"-24" 36" O.C. OILE NAN 73 Ilex vomitoria 'Nana' Dwarf Yaupon Holly 3 gal. 18"-24" 30" O.C. 0 JUN BAR 18 Juniperus horizontalis 'Bar Harbor Bar Harbor Creeping Juniper 3 gal. 48" O.C. 0 MUH CAP 12 Muhlenbergia capillaris Pink Muhly Grass 3 gal. 18"-24" 36" O.C. 0 MYR PUS 71 Myrica pusilla Dwarf Southern Wax Myrtle 3 gal. 24"-36" 48" O.C. 60 /� }�„„{7 RHA IND 22 Rhaphiolepis indica Indian Hawthorn 3 gal. 18"-24" 36" O.C. YUC REC 3 Yucca recurvifolia Soft Leaf Yucca --- GROUND COVERS CODE QTY BOTANICAL NAME COMMON NAME SIZE HEIGHT SPACING CYN DAC 8,529 sf Cynodon dactylon Bermuda Grass sod NAS PON 1,047 sf Nassella tenuissima Pony Tails Mexican Feathergrass SEA NAE 168 sf Seasonal Color Seasonal Color 1 gal. TBD TRA ASI 573 sf Trachelospermum asiaticum Asiatic Jasmine 4" pots NOTE: IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO CONFIRM TREE CALIPER MEASUREMENT HEIGHT ABOVE GRADE AS REQUIRED BY CITY. 18" O.C. `mexal LANDSCAPE PLAN Date JUL 15, 2022 Drawn By GAC Checked By GAC Revisions 0 J T u0 N LU Z N o 4 00 2 (� co W w H 2 U W a~0 c=i WQ�X o a a a W o� o aa00 Q a J L W° z •ca t1 W = a a Z Z Ca c W N W a LL J °' �� z z W 0 z a Y K Q a 07/15/22 U LU F W W O Z _ O w UW n'nF W (n Q 2:_OO W U W F q- OZ J W Q dQF Q J< U a' W W Z O F J F O U w, W O Z Z'If U F F x ¢Ooz¢=� � of < F-- W w co W Q J LL d W j -0 O U n W Z Z 0 Z x W Q Q O�OW ❑rn 0 J LL W- X Z z M U x w 0 = x LL W — m F O x p Op J p W LL J Q = K W ° W U) ° O Zoxf Z H Z F W° o W z D F 0 7 Q, ow�W F p O K W p O a Z 20, Q a W x �i" 0 U Z a Z X a F J N— W W O W ifJ Q Q J WZ% � n r p 7 Q K Y n F d W Q U W O Z W p F Z N Y K m F Z W U LL p W W U < W m O Z W �D¢oa,d= Z U) W, 5 U p z¢ O fr O zz < oe p p COJ W Q UQ LU (nnUQof Ka W d 7 XLU Wm: W Q W N m _ O C0 ?W 0 QZ x W Q x n- X F D-' 2W J Z O H 0 0 Q Q W X U U W � Cl) J W 0-1O Q J 0— C0 Sheet No, L-2 r i r w y� I r :.oil ' r: R •`fir » Y��,.=�.