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Item 6B - PlansAPPROX. LOCATION OF I OWNER �/ 5 / i �� /� , INS. NO. D201074257 RECIPROCAL ACCESS I I / , �. 5 / O.P.R.D.C.T. ESMT. LOT 5R2-R1 KARTHIK & // ' ' �� /' PARKER'S CORNER i / �� / S��p�PS �o� ,� / VOL. 14825, PG. 225, / ASSOCIATES REALTY LLC , 5 0 / / INS. NO. D201074257 g / / ti 5 pti G , D.R.T.C.T. INS. NO. D218183197, RETAINING / +' G� O / / OWNER / O.P.R.D.C.T. I EX. STATE OF TEXAS WALL ,/ / PC' Q� /' / O.P.R.T.C.T. / 5 0 / ENCORE RETAIL EX. STATE OF TEXAS / DRAINAGE EASEMENT (BRICK) / / �� / / I EX. 24' WIDE COMMON L.U.D.= MIXED USE DEVELOPMENT COMPANY, L.P. DRAINAGE EASEMENT VOL. 9882, PG. 396, / g / / / I ACCESS EASEMENT I VOL. 9882, PG. 396, CURRENT ZONING: S-P-2 D.R.T.C.T. ,� / / INS. NO. D201078783, I INS. NO. D201074257, 1 / O.P.R.T.C.T. D.R.T.C.T. I / ,/ ,// , �/ , O.P.R.T.C.T. CURRENT ZONING SEP-2 I_-- i 5/8"CIRFBURYPARTNERSRED \ I i / / /' //' /// // I STOP BAR / / s��-_-- •---------------- - - - - --- 1 CO - ---- - ---- '1 403 DUMPSTER I SONIC 15' BUILDING SETBACK- ENCLOSURE I - KIOSK ---- I I 1COVER--------________ O �� / /- ,/ / (STONE) I -----.- I O 0 I STOP SIGN 0 (D ' '' 5' LANDSCAPE BUFFER - LIGHTING 31 n m � m /' S89°15'25" ^ 523.12 / LIGHTING ADA S GN �L —----- �7- ,/313 / /,-' EX. FIRE , ------ HYDRANT— r- \ p 12.00' FIRE LANE 335 -- /'�S�'�P/ CURB LINE IS 3.5' O � 2 EX. 5' X 10' WATER EASEMENTI - I �� - / MARKING J �o' / / OVER PROPERTY LINE - 11' S' INS. NO. D201074257, Q Z I I \\ I /.p/59 / J/�\��yOQgQ�N , _ - O.P.R.T.C.T. W a� Q U 3DI `/ O A F 8s / ` C o D \ - O W J Q �y`'S �` �c� / lG� �ZQ'� p� , CO / ' 1 HEAVY DUTY U Z o 2 p CD ,/324 /� 'o�'� �'� O v / M o 32.00 p c p_ �j G� / CONCRETE O U O O Z \ `�ioQ9Q� 333 ,/ �. / M PARKING STRIPE O ADA PARKING 5 00' LO / D 00 Q 0 ~�. W L� ON /(i / 9 ,/' //' DIRECTIONAL BUILDING ENTRANCE N p LL Z IZL cp I i I 331 / PAVEMENT N AND EXIT �Qz0W o� c // CO / 329 334/ / DUMPSTER ENCLOSURE I MARKING / Qz . z U r I 326 / / // /EX.100-YRFl DWAY ��J"uR�_ PER KCE E;WGINEERING J T LIGHTING Q 10' BUILDING SETBACK 332 ,' 338 /FLOOD STUDY ��o�' O flliHl ndHl \ OWNER �� i' ��J� ��3, , \ 5 3AIaa 3Alaa I © ° 32. AND TRAIL EASEMENT KARTHIK 8r / �� G. .3788 ACRES _ 330 / 100 YR. FLOOD PLAIN Q \ ti ASSOCIATES REALTY LLB. 340 , �_12' 60,062 S FT.N�, I INS. NO. D218138118, ,��'' .`��' � \ 24.00' I 12' 321 O.P.R.T.C.T. , � J � Z I I I L.U.D: RETAIL COMMERCIAL &336 BUILDING SERVICE II I L \ 100 YR FLOODPLAIN 33' 100, TRACT 2 DOOR A 84.59' HTeaO- 2,250 S.F FIFE: 651.00' STOP BAR 30.00' a d 1 320 ,_�, / �.. / / _ - APPROX. LOCATION OF ° d - 00 -- - ---- - �---- ---- %� RENT ZONING: S-P-2 RECIPROCAL ACCESS ESMT. �-- 5' LANDSCAPE BUFFER194 39 ' / - , 3 ZONE ' AE' / ZONE "X" VOL. 14825, PG. 225, / TRACT 1 PARKING STRIPE a 34, D.R.T.C.T. LIGHTING N EX. POWER LOT 5R1-R1 �� POLE TO BE HEAVY DUTY CO,PARKER'S CORNER 't---_� _—_ -_ RELOCATED BUILDING SERVICE DOOR CONCRETE EX. 7.5' UTILITY ESMT. / VOL. 388-150, PG. 49, 1►I�INS. NO. D201074257 ------------------------------� / / P.R.T.C.T.�� FIR O.P.R.T.C.T. (V DRIVE-THRU WINDOW O E LANE 342 1 i� MARKING ,/ EX. 15' UTILITY EASEMENT 328 — — 343 // VOL. 388-150, PG. 49, T L-- / — — — — — — ;I- — — — P.R.T.C.T. - — — — -- — ------ -- --- '----------------- _�------------ / / 1 ' / 1 --------------------------------------- ------------------- IV 9-5 5 --- 7— 1----------------- UILDING SETBACK °1 '2 "W - 44 9 ' I LOT 4 40' B PARKER'S CORNER OWNER VOL. 388-150, PG. 49 LYNBA HOLDINGS, LLC P.R.T.C.T. INS. NO. D221138819, O.P.R.T.C.T. L.U.D.= MIXED USE CURRENT ZONING: RE-5 AND AG I 1 I � SITE DATA TABLE EXISTING ZONING SP-2 - GENERALIZED SITE PLAN DISTRICT PROPOSED ZONING SP-2 - GENERALIZED SITE PLAN DISTRICT LAND USE DESIGNATION MIXED USE NUMBER OF PROPOSED LOTS 1 ASSESSOR PARCEL NUMBER 07887620 GROSS LOT AREA 60,061 SF (1.379 AC) AREA OF OPEN SPACE 31,907 SF (0.730 AC) PERCENTAGE OF OPEN SPACE 53.12% AREA OF IMPERVIOUS COVER 28,154 SF (0.649 AC) PERCENTAGE OF IMPERVIOUS COVER 46.88% BUILDING AREA 2,250 SF NUMBER OF STORIES 1 BUILDING HEIGHT 19, PROPOSED FLOOR AREA 2,250 SF REQUIRED PARKING (1 PER 100SF) 23 PROPOSED PARKING STANDARD 31 HANDICAP 2 TOTAL 33 REQUIRED LOADING SPACE 0 PROVIDED LOADING SPACE 0 AREA OUTSIDE STORAGE N/A PRCENTAGE OF OUTSIDE STORAGE N/A FLOOD ZONE CLASSIFICATION ZONE 'X' & ZONE 'AE' FLOOD ZONE MAP 48439CO090L & 48439CO095K ANTICIPATED SCHEDULE OF DEVELOPMENT CONSTRUCTION START: CONSTRUCTION END: MARCH 2O22 NOVEMBER 2022 ENGINEER BOWMAN CONSULTING GROUP, LTD 1120 S. Capital of Texas Hwy Building #3, Austin, Texas 78746 [Phone] 972.497.2990 Contact: Ryan Safford, P.E. 72+22 R'1R Qd SITE NOTES 1. ALL DIMENSIONS SHOWN ARE TO THE FACE OF CURB, PROPERTY LINE OR CENTERLINE OF STRIPING UNLESS OTHERWISE NOTED. 2. A PRE -CONSTRUCTION MEETING WITH CITY ENGINEER SHALL BE HELD PRIOR TO CONSTRUCTION COMMENCEMENT. 3. THE CITY OF SOUTHLAKE SHALL BE GIVEN AT LEAST 48 HOURS NOTICE PRIOR TO PERFORMING ANY INSPECTIONS. 4. TRAFFIC CONTROL SHALL BE IN ACCORDANCE WITH THE PROJECT PLANS, THE CURRENT EDITION OF THE TxDOT DESIGN STANDARDS AND THE LATEST MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD). 5. ALL MECHANICAL EQUIPMENT TO BE ROOF MOUNTED AND SCREENED FROM HE STREET. 6. CONTRACTOR TO PROVIDE AS-BUILTS OF ALL IMPROVEMENTS TO THE SITE. AS-BUILTS TO INCLUDE HORIZONTAL AND VERTICAL LOCATIONS OF ALL UNDERGROUND UTILITIES INCLUDING, BUT NOT LIMITED TO, PIPES, FITTINGS, STRUCTURES, AND OTHER APPURTENANCES. ELEVATIONS OF PIPES AT CROSSING POINTS MUST BE SUFFICIENT TO IDENTIFY MINIMUM SEPARATION OF UTILITIES. IN ADDITION TO THE AFOREMENTIONED CRITERIA AS-BUILTS MUST MEET ALL LOCAL AND JURISDICTIONAL REQUIREMENTS FOR CERTIFICATION OF CONSTRUCTION. 7. ALL AFFECTED SIDEWALKS, RAMPS AND CROSSWALKS, WILL BE BUILT AND INSPECTED TO MEET CURRENT ADA REQUIREMENTS. 8. BUILDING SETBACK DIMENSIONS MEASURED TO OUTERMOST ARCHITECTURAL FEATURE. CONTRACTOR TO REFER TO ARCHITECTURAL PLANS FOR BUILDING DIMENSIONS. 9. ALL CURB RADII ARE 3' UNLESS SHOWN OTHERWISE. 10. PRIOR TO INSTALLATION, CONTRACTOR MUST VERIFY LOCATIONS OF LIGHT POLES, LANDSCAPING AND UTILITIES. 11. CONTRACTOR TO REFER TO ARCHITECTURAL PLANS FOR BUILDING FOOTPRINT. 12. CONTRACTOR TO REFER TO PHOTOMETRIC PLAN FOR LIGHT POLE DETAILS. SUMMARY CHART - BUFFERYARDS LOCATION REQUIRED I PROVIDED LENGTH BUFFERYARD WIDTH - TYPE CANOPY TREES ACCENT TREES SHRUBS FENCEI SCREENING NORTH REQUIRED 523' 5'- A 5' 10 43 none PROVIDED 523' 6- A 6 10 43 none EAST REQUIRED 95, 15'-S 4 4 12 none PROVIDED 95, 15' - S 4 4 12 none SOUTH REQUIRED 546' 10'- F1 16 33 44 none PROVIDED 546' 10'- F1 4"' ibili,ii,44 none WEST REQUIRED 120' 5'-A 1 2 10 none PROVIDED 120' 6- A 1 2 10 none 'INCLUDES 3 EXISTING TREES (#318 - 12" CAL., #317 -12", 931C - 12" CAL) "EXISTING TREE CANOPY PREVENT THE PLANTING OF ALL REQUIRED ACCENT TRFES —INCLUDES 2 EXISTING TREES (#637 - 8" CAL,., # 302 - 6" CAL) DEVELOPER GKP INVESTMENTS, LLC 1685 Carlyle Ct., Westlake, TX 76262 [Phone] 817.789.9091 Contact: Todd Bockenfeld LANDSCAPE ARCHITECT EVERGREEN DESIGN GROUP, INC 15455 Dallas Pli Suite 600 Addison, Texas 75001 [Phone] 800.680.6630 Contact: Rodney McNabb PROPOSED LEGEND PROPOSED BUILDING CONCRETE SIDEWALK PROPERTY LINE STD. 6" CONCRETE CURB PARKING SPACE COUNT STD. DUTY CONCRETE HEAVY DUTY CONCETE LANDSCAPE CALCULATIONS SuRdIrI10 No& Ama 2125D SF Fropaaed Zoning SP-2 SUNAMARY C HART - INTER iC R LANDSCAPE Raquired Landscape % 13F area In Canapy 14ccanl Shrubs Ckciund SseSWI31 �[. •-r ar Area (Sq. lrenl Iiy side Trees 'goes � gad, coves (SQ PTowided ft.) i par5•M4 1 per 250 i par44 R-1 15% 236 RmjuWad 1-1$5 SF T53o- 2 5 26 1158 SF 23 74' ProMlded 3,1,066 $F 100% 5 2a 168 SF 5S SF Parking Lot Landscape RE-il PROVIC1E D 33 spaoas peliang bstweert Bldg- and R.Q.W- 4M s# R20 il� 3 spau5 I I% �3x15.5E=ARE OWNER KARTHINK & ASSOCIATES REALTY LLC, LP 190 DAVIS BLVD. SOUTHLAKE, TX 76092 24' 7�/ - /nrTn-�� / r l GAS OBSERVATION WELL FIRE G K . EX. 10' UTILITY EA 3EMENT - LANE INS. NO. D2010 4257, O.P.R.T.C. . 7 5/8" IRF 30.00' IRF 10' LANDSCAPE BUFFER 1 1 1 EXISTING LEGEND CIRF IRON ROD WITH CAP FOUND CIRS 5/8 INCH IRON ROD WITH CAP STAMPED "SPOONER 5922" SET IRF IRON ROD FOUND XCF "X" CUT FOUND O.P.R.T.C.T. OFFICIAL PUBLIC RECORDS TARRANT COUNTY, TEXAS D.R.T.C.T. DEED RECORDS TARRANT COUNTY, TEXAS P.R.T.C.T. PLAT RECORDS TARRANT COUNTY, TEXAS CONTROL POINT O PROPERTY CORNER MARKER FOUND - AS NOTED POWER POLE GUY WIRE LIGHT POLE a TELEPHONE RISER GMK ID— GAS MARKER C) TREE (AS DESCRIBED) OW WATER METER DQ WATER VALVE FIRE HYDRANT S� IRRIGATION CONTROL VALVE U SIGN 9 UTILITY PULL BOX -oHE OVERHEAD ELEC. NG U.G. GAS w U.G. WATER CONCRETE AREA X 555.55 SPOT ELEVATION EC 555.55 EDGE OF CONCRETE ELEVATION GT 555.55 GUTTER ELEVATION TIC 555.55 TOP OF CURB ELEVATION TB 555.55 TOP OF BANK ELEVATION TO 555.55 TOE OF BANK ELEVATION SUBJECT PROPERTY LINE EXISTING EASEMENT LINE BUILDING SETBACK LINE TOP OF BANK TOE OF BANK CENTER OF CREEK x CANOPY - COVERED AREA ELEVATIONS SHOWN HEREON ARE REFERENCED TO THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88) AND WERE CALCULATED BY APPLYING VERTICAL SHIFTS DERIVED FROM GEOLID MODEL 2012A TO ELLIPSOID HEIGHTS CALCULATED FROM GPS/GNSS OBSERVATIONS REFERENCED TO THE NORTH AMERICAN DATUM OF 1983, 2011 ADJUSTMENT. I LIGHTING I I KA b DO NOT BLOCK INTERSECTION PAVEMENT MARKING WV RIM EL=654.04' TN EL=649.57' WV RIM EL=654.13' TN - ' 2' STRIPED MEDIAN ND LEFT TURN PAVEMENT MARKING APPA RIGHT TURN PAVEMENT MARKING 15' LANDSCAPE BUFFER 12.00' Q I I 5' S00°57'S3"E T a C?- IF �� STOP SIGN 65.12' U °' Z o U MONUMENT SIGN m 0 a 11 Q a FOR SALE % 90.04' _ SIGN---�..-- W 21.01' z °a 18.00' I L E ROW W I LIGHTING 2 Q 5/8" IRF ONE' U WV RIM EL=656.34' S ° 2'05"W TN EL=653.82' 24. WV RIM EL=656.41' TN EL=653.29' . 50' BUILDING I IA SETBACK ww`` I �I -k 1\� ° ADOPT A HIGHWAY SIGN ° 4'X4" METAL POST BASE CALLED: 0.93 ACRES LYNBA HOLDINGS, LLC INS. NO. D221138819, O.P.R.T.C.T. I ATMOS I CITY CASE NUMBER: ZA21-0049 LOVEGRASS LN �o o� 0 -14y 0 S1 TE W W. SOUTHLAKE BLVD. D N v N { 0 0 Um O D m R MICHAEL DR. VICINITY MAP 0�4 Know what's below. Cal I before you dig. SCALE: NTS 10 0 I 10 20 SCALE: 1 INCH = 20 FT /THE LOCATION OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY, THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY THE CONTRACTORS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. m w F- 1 Q I Q (0 z Z o p I- 0- U) E U W w Er 0 O N !_ O O O O O 0 N 'It Cb I\ I- m N It co 5 N N � o N C o LL o C o -0 Qz 3 o 60 (:;) as 'n N o rn 5 c cc a) _ 30 E X 00 OLL ~ LU `0 O pO V) rra M X U 0ri c O n ED Q N O X LU Z W 0 � U J Cl) z 0 LU 0 Er 0— Q J T T �rW W LO Q0 0 J O T THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF INTERIM REVIEW, MARK—UP, AND/OR DRAFTING UNDER THE AUTHORITY OF RYAN C. SAFFORD, P.E. ON NOVEMBER 29 2021. IT IS NOT TO BE USED FOR CONSTRUCTION, BIDDING, OR PERMIT PURPOSES. DESIGN I DRAWN CHKD PK PK RS JOB No. 070443-01-001 SHEET C1.0 Al Top of High Parapet Framing ;IIiiIIIL 119'-Oil jhTruss Bearing Typ v 111' - 0" jk EL Finish Floor 1�00, - 0" North Elevation 1/4" = V-0" 16'-7" PRE -FINISHED METAL CONTINUOUS CORNICE Top of High Parapet DARK BRONZE FINISH Framing v 119'-0" PAINTED BRICK - COLOR 1 < LINE OF ROOF BEYOND > -------------------------------- -,----------------C3 o O N , Top of Storefront log, --oil N BRICK ROWLOCK Top of Rowlock ACCENTBAND- PAINT COLOR #2 v 1„Course 04' - 8 EL Finish Floor v 100'-Oil South Elevation 1 /4" = 1'-0" Keynote Legend Equipment Key Value Keynote Text FACADE MATERIAL PERCENTAGES: NORTH ELEVATION: TOTAL SURFACE AREA: 1365.41 SF MASONRY SURFACE AREA, 1099.12 SF COMPOSITE WOOD PLANK:-276.23S-F PERCENTAGE OF MASONRY = 81 % PERCENTAGE OF COMPOSITE WOOD PLANK: 19% SOUTH ELEVATION: TOTAL SURFACE AREA: 1487.79 SF MASONRY SURFACE AREA: 1279.79 SF COMPOSITE WOOD PLANK: 208 SF PERCENTAGE OF MASONRY = 86% PERCENTAGE OF COMPOSITE WOOD PLANK: 14% R 7 PRE -FINISHED METAL CONTINUOUS CORNICE 84, - 7" DARK BRONZE FINISH Keynote Legend Key Value Keynote Text 10430.01 ILLUMINATED SIGNAGE BY OTHERS - GC TO PROVIDE POWER AS REQUIRED 500 ORDINANCE No. 480: 35' - 4 1 /2" i 0 o � 0 N LO --- PROFILE OF LARGEST ROOFTOP UNIT - SECTION 43.9 C: i. HORIZONTAL ARTICULATION: NO EXTERIOR WALL IS GREATER THAN THREE (3) TIMES THE WALLS HEIGHT WITHOUT HAVING A MINIMUM OFF -SET OF 15% OF THE WALLS HEIGHT. NO WALL EXTENDS MORE THAN THREE (3) TIMES THE HEIGHT OF THE WALL. WALL HEIGHT EQUALS 19' (19 X 3 = 57) NO WALL EXTENDS MORE THAN 57'- 0". ii. VERTICAL ARTICULATION: NO HORIZONTAL WALL SHALL EXTENDS FOR A DISTANCE GREATER THAN THREE (3) TIMES THE HEIGHT OF THE WALL WITHOUT CHANGING BY 1 A MINIMUM 15% OF THE WALLS HEIGHT. NO WALL EXTENDS MORE THAN THREE (3) TIMES THE HEIGHT OF THE WALL. WALL HEIGHT EQUALS 19' (19 X 3 = 57) NO WALL EXTENDS MORE THAN 57'- 0". 32' - 7 1 /2" greater than 25% of adjacent COMPOSITE SIDING - COLOR BLEND AS SPECIFIED AT RIGHT (208 SQ FT) ,1fitr Exterior Signage Notes - General 1. EXTERIOR SIGNAGE IS SUBJECT TO A SEPARATE PERMIT TO BE OBTAINED BY A LICENSED SIGN COMPANY, AND IS SHOWN FOR INFORMATION PURPOSES ONLY. SIGN COMPANY SHALL VERIFY THAT ALL SIGNAGE COMPLIES WITH THE REQUIREMENTS OF CITY OF SOUTHLAKE SIGN ORDINANCES. 2. SIGN COMPANY SHALL NOTIFY THE ARCHITECT IF NOMINAL SIZE AND LOCATION OF SIGNAGE SHOWN IS NOT IN ACCORDANCE WITH REGULATIONS. 3. FOR WALL SIGNS, GENERAL CONTRACTOR SHALL PROVIDE BRANCH ELECTRICAL CIRCUIT TO A BOX ON THE WALL BEHIND THE PROPOSED SIGN LOCATION. DO NOT PENETRATE THE EXTERIOR FINISH OF THE WALL. SIGN COMPANY SHALL MAKE FINAL CONNECTIONS AS REQUIRED. Top of High Parapet Framing 119, - 0" Truss Bearing Typ t 111'-01, V PRE -FINISHED METAL CONTINUOUS CORNICE DARK BRONZE FINISH _A I� TOP OF UNIT IS BELOW PARAPET LINE 0 - 10430.01 PAINTED BRICK -COLOR #1 � _— F f ORN M TEXAS 200� ALUMINUM CANOPY 4 ALUMINUM CANOPY,,' - POWDER COAT FINISH, < LINE OF ROOF BEYOND > POWDER COAT FINISH, i- - - - - - - - - - - - - - L--------�-------'---£ARi«1R6N-Zf£6L�}R-----------�-------------------�---�ARK�-RORtZf£OL�7R---� ------ -- - -- -- -------- PAINTED BRICK -COLOR #1 WINDOW SILL PAINTED BRICK - COLOR #1 i 1• BRICK ROWLOCK ACCENT BAND - PAINT COLOR #2 m• BRICK ROWLOCK ACCENT BAND - PAINT COLOR #2 BRICK ROWLOCK WINDOW SILLS - PAINT COLOR,#2 EL Finish Floor 100, - 0" Top of High Parapet Framin 119,-oil Top of Storefront 109, - 0" Top of Rowlock Course 104'-8" EL Finish Floor 100' ,, ARRIS c o n s u l t i n g 1910 Research Blvd. Bldg 1 Lubbock, Texas 806-773-6763 THIS DRAWING IS RELEASED UNDER THE AUTHORITY OF STEPHEN L. FILLIPP, TEXAS ARCHITECT #9733, ON 11-23-2021, FOR PURPOSES OF INTERIM REVIEW ONLY. IT IS NOT TO BE USED FOR CONSTRUCTION OR REGULATORY APPROVAL. Color Selections: Face Brick - Color No. 1 (Painted White) SW 7002 Downy Face Brick Accent Band - Color No. 2 (Painted Suede) SW 7038 Tony Taupe Metal Canopies, Cornice work: Dark Bronze Aluminum Storefront & Doors: Clear Anodize (Silver) Composite Wood Plank Blend Composite Wood Colors For Entry - Supplier - New Tech Wood (4 colors blended proportionally) Color i- Brazilian IPE Color2- Peruvian Teak Color3- Spanish Walnut Color4- Hawaiian Charcoal Corner Color- Brazilian IPE (also trim color) No. Description Date 1 Revised Siding Area on South Elevation, add Signage Added Siding Area on East Elevation, add Signage 11-23-2021 2 11-23-2021 3 Revised Material Tabulations on North Elevation 11-23-2021 H Te 0 BORN IN TEXAS 2009 Southlake, Texas Exterior Elevations - North & South Project Number 21-015 Initial Sealed Release Date: 1 1 _22_2021 A�201 n a -a n� 04000.00 06600.03 - 0 00 04000.00 Dumpster - East Elevation 1/4" = V-0" Dumpster - South Elevation 1/4" = 1'-0" Top of High Parapet �J 11g'-011 Framing COMPOSITE SIDING - COLOR BLEND AS SPECIFIED AT RIGHT 0 N � Top of Storefront 1�09, - 0" Top of Rowlock Course � 104' - 8 � EL Finish Floor �J 1Q0'-Off West Elevation 1/4" = 1'-0" 7 5/8" a EZ PRE -FINISHED METAL COPING SEAL AND PAINT ALL VISIBLE BLOCK SURFACES - MATCH EIFS COLOR #1 8" CMU W/ #4 VERT @ 24" O.C. HORIZ JOINT REINF @ 24" O.C. VERT. FILL ALL CELLS W/ CONC. 4" BRICK MASONRY #5 DOWELS @ 24" O.C. CONTINUOUS CONCRETE FOOTING #3 TIES @ 24" O.C. �. 2 - #5 CONT AT TOP a & BOTTOM )CK - 2 Dumpster Enclosure Section A-201. 1 /2" = V-0" FACADE MATERIAL PERCENTAGES: WEST ELEVATION: TOTAL SURFACE AREA: 388.39 SF MASONRY SURFACE AREA: 388.39 SF PERCENTAGE OF MASONRY = 100% EAST ELEVATION: TOTAL SURFACE AREA: 409 SF MASONRY SURFACE AREA: 338 SF COMPOSITE SIDING AREA: 71 SF PERCENTAGE OF MASONRY = 82.6% PERCENTAGE OF COMPOSITE = 17.4% PRE -FINISHED METAL CONTINUOUS CORNICE DARK BRONZE FINISH PROFILE OF LARGEST ROOFTOP UNIT - TOP OF UNIT IS BELOW PARAPET LINE 28' - 7 3/4" 28' - 7 3/4" THERMAL PERFORMANCE AND AIR INFILTRATION REQUIREMENTS PRODUCT OR ASSEMBLY DESCRIPTION LOCATION INSTALLED THK R U SHGC DESIGN BASIS POLYISO RIGID INSULATION BOARD FIBERGLASS BATT INSULATION CONTINUOUS ABOVE ROOF DECKING AS REQ'D FOR R-VALUE 25 GAF "ENERGYGUARD" POLYISO INSULATION STUD WALLS - REF WALL SECTIONS. 6" 19 OWENS CORNING "ECOTOUCH" R-19 FIBERGLASS BATTS EXTRUDED POLYSTYRENE FOAM BOARD (FOR EIFS) STUD WALLS - REF WALL SECTIONS. 2" 10 OWENS CORNING "FOAMULAR 250" INSULATED HOLLOW METAL DOOR HIGH-ALBEDO TPO ROOF MEMBRANE DOOR NO. 5 1.75" .65 LOW SLOPE ROOF - 3 YEAR AGED SRI > 64.0 1" GLASS, PASSIVE LOW-E, CLEAR ALL STOREFRONT OPENINGS 1" 0.33 0.31 CENTER -OF -GLASS VALUES BASED ON KAWNEER THERMAL CHARTS FOR 451T SYSTEMS FOR OVERALL SYSTEM PERFORMANCE SPECIFIED BELOW- PROVIDE DATA FOR OTHERS OVERALL VALUES IN KAWNEER VG 451T INSTALLED SYSTEM VALUES WITH PROJECTION FACTO >0.50: 46 0.25 FLUID -APPLIED AIR BARRIER ALL EXTERIOR STUD WALLS TREMCO ExoAir 220 WEATHERSTRIPPING AND SEALS ALL EXTERIOR DOORS EXTRUDED RUBBER BULB WEATHERSTRIPPING ON HOLLOW METAL EXTERIOR DOOR SEALANTS SILICONE SEALANT, ONE -PART LOW MODULUS DOOR AND WINDOW FRAME PERIMETERS WALL PENETRATIONS EIFS-TO-MASONRY JOINTS DOW CORNING 790 - FOLLOW MANUFACTURER'S DATA SHEET FOR JOINT DESIGN, PRIMING AND APPLICATION NOTES: 1. U-VALUES AND SHGC VALUES FOR INSULATING GLASS ARE MANUFACTURER'S VALUES FOR GLASS ONLY; REFER TO OVERALL VALUES FOR COMPLIANCE REQUIREMENTS. OVERALL SYSTEM VALUES FOR WINDOWS ARE FROM KAWNEER THERMAL CHARTS FOR OVERALL SYSTEM U-FACTOR AND SHGC, USING CENTER -OF -GLASS VALUES FOR GLAZING SHOWN ABOVE. ORDINANCE No. 480: SECTION 43.9 C: i. HORIZONTAL ARTICULATION: NO EXTERIOR WALL IS GREATER THAN THREE (3) TIMES THE WALLS HEIGHT WITHOUT HAVING A MINIMUM OFF -SET OF 15% OF THE WALLS HEIGHT. NO WALL EXTENDS MORE THAN THREE (3) TIMES THE HEIGHT OF THE WALL. WALL HEIGHT EQUALS 19' (19 X 3 = 57) NO WALL EXTENDS MORE THAN 57'- 0". ii. VERTICAL ARTICULATION: NO HORIZONTAL WALL SHALL EXTENDS FOR A DISTANCE GREATER THAN THREE (3) TIMES THE HEIGHT OF THE WALL WITHOUT CHANGING BY A MINIMUM 15% OF THE WALLS HEIGHT. NO WALL EXTENDS MORE THAN THREE (3) TIMES THE HEIGHT OF THE WALL. WALL HEIGHT EQUALS 19' (19 X 3 = 57) NO WALL EXTENDS MORE THAN 57'- 0". 2 PRE -FINISHED METAL CONTINUOUS CORNICE DARK BRONZE FINISH - - - - - - - - - - - - - - - - - - - - - - - - - - _A — — - - - -� LINE OF ROOF BEYOND > PAINTED BRICK - COLOR #1 -- BRICK ROWLOCK ACCENT BAND - PAINT COLOR #2 — PAINTED BRICK -COLOR 0 PAINTED BRICK - COLOR #1 110 PAINT FINISH HOLLOW MET, DOOR AND FRAME — ALUMINUM CANOPY POWDER COAT FINISH, DARK BRONZE COLOR (BEYOND) 0 0 Keynote Legend Key Value Keynote Text 05500.11 PRE -FINISHED METAL COPING'- DARK BRONZE COLOR 06600.03 SOLID METAL GATE WITH CEDAR SIDING OVERLAY 10430.01 ILLUMINATED SIGNAGE BY OTHERS - GC TO PROVIDE POWER AS REQUIRED Keynote Legend Equipment Key Value Keynote Text Top of High Parapet Framing_ 119' - 0" COMPOSITE SIDING - COLOR BLEND AS SPECIFIED AT RIGHT Top of Low Parapet Framing -091 Truss Bearing Tye 111' - 0" 109'-6" BRICK ROWLOCK ACCENT BAND - PAINT COLOR #2 QEL Finish Floor J 100'-0"� East Elevation 1/4" = V-0" PRE -FINISHED METAL CONTINUOUS CORNICE DARK BRONZE FINISH PAINTED BRICK - COLOR #1 26' �,3 3/4" 0 iV Exterior Signage Notes - General 1. EXTERIOR SIGNAGE IS SUBJECT TO A SEPARATE PERMIT TO BE OBTAINED BY A LICENSED SIGN COMPANY, AND IS SHOWN FOR INFORMATION PURPOSES ONLY. SIGN COMPANY SHALL VERIFY THAT ALL SIGNAGE COMPLIES WITH THE REQUIREMENTS OF CITY OF SOUTHLAKE SIGN ORDINANCES. 2. SIGN COMPANY SHALL NOTIFY THE ARCHITECT IF NOMINAL SIZE AND LOCATION OF SIGNAGE SHOWN IS NOT IN ACCORDANCE WITH REGULATIONS. 3. FOR WALL SIGNS, GENERAL CONTRACTOR SHALL PROVIDE BRANCH ELECTRICAL CIRCUIT TO A BOX ON THE WALL BEHIND THE PROPOSED SIGN LOCATION. DO NOT PENETRATE THE EXTERIOR FINISH OF THE WALL. SIGN COMPANY SHALL MAKE FINAL CONNECTIONS AS REQUIRED. PROFILE OF LARGEST ROOFTOP UNIT - TOP OF UNIT IS BELOW PARAPET LINE PAINTED BRICK - COLOR #1 (338 SQUARE FEET)NOR BORN IN TEXAS N ®® - < LINE OF ROOF BEYOND > $ - — — 1 , f ALUMINUMJCNOPY POWDER COFT FINISH, DARK BRON E COLOR i MIN 01 ■Iu�I■� i ice■ RICK ROWLO CCENT BAND AINT COLOR; BRICK ROWLOCK WINDOW SILLS - PAINT COLOR #21 PRE -FINISHED METAL CONTINUOUS CORNICE DARK BRONZE FINISH COMPOSITE SIDING - COLOR BLEND AS SPECIFIED AT RIGHT (71 SQUARE FEET) 10430.01 10430.01 0 N ARR c o n s u l t 1910 Research Blvd. Bldg 1 806-773-6763 n g Lubbock,Texas THIS DRAWING IS RELEASED UNDER THE AUTHORITY OF STEPHEN L. FILLIPP, TEXAS ARCHITECT #9733, ON 11-23-2021, FOR PURPOSES OF INTERIM REVIEW ONLY. IT IS NOT TO BE USED FOR CONSTRUCTION OR REGULATORY APPROVAL. Color Selections: Face Brick - Color No. 1 (Painted White) SW 7002 Downy Face Brick Accent Band -Color No. 2 (Painted Suede) SW 7038 Tony Taupe Metal Canopies, Cornice work: Dark Bronze Aluminum Storefront & Doors: Clear Anodize (Silver) Composite Wood Plank Blend Corn posite Wood Colors For Entry - Supplier - New Tech Wood (4 colors blended proportionally) Color 1- Brazilian IPE Color2- Peruvian Teak Color3- Spa nis h Walnut Color4- Hawaiian Charcoal Corner Color- Brazilian IPE (also trim color) No. Description Date 2 Added Siding Area on East Elevation, add Signage Revised gate material at trash receptacle enclosure to solid metal with cedar siding overlay 11-23-2021 4 11-23-2021 HTe BORN IN TEXAS 2009 Southlake, Texas West & East Elevations, & Thermal Requirements Project Number 21-015 Initial Sealed Release Date: 1 1-22-2021 A�201 ■ 1 2 Section 20 1 /4" = 1'-01, 18'-2" LJ If-LI f']A MA ME!= LJCIf-LIr ARR c o n s u l t 1910 Research Blvd. Bldg 1 806-773-6763 In g Lubbock,Texas THIS DRAWING IS RELEASED UNDER THE AUTHORITY OF STEPHEN L. FILLIPP, TEXAS ARCHITECT #9733, ON 11-23-2021, FOR PURPOSES OF INTERIM REVIEW ONLY. IT IS NOT TO BE USED FOR CONSTRUCTION OR REGULATORY APPROVAL. No. Description Date 1 Revised Siding Area on South Elevation, add Signage Added Siding Area on East Elevation, add Signage 11-23-2021 2 11-23-2021 H Te 0 BORN IN TEXAS 2009 Southlake, Texas Roof Plan & Section Project Number 21-015 Initial Sealed Release Date: 1 1-22-2021 A�l 0601 M O 77 a� N O N N 1 Roof Plan - Prelimina A-106. 114" = V-0" �. ,-• _ w+ • ,� <. it .:-.� •f x � - �� Al a • 4 ,� � '� '�_,•••�- �L t ' k .i�M. • � `� +#� � v �. • F�4 � err. y� ,� � � s ■; ._ • . ' 31C 44 ell s " �'lt- • ram' d.. -�_ �: ,� �. �•' •,� 611111 >r e i:_ ?�C'^'�,`�y , . .Sa' ..^W �, f y� •f � -rx ,� 3�r-,hri,'r� � }Y. !i r c �C i . ... ,�` .,�' ` � - �� Sei' _ � � {' • � • '' � , � d't ��r� . y S .. kSd •��. i �, +tL.-�_ • • � w _ v ,y► Y� 1. BY SUBMITTING A PROPOSAL FOR THE LANDSCAPE PLANTING SCOPE OF WORK, THE CONTRACTOR CONFIRMS THAT HE HAS READ, AND WILL COMPLY WITH, THE ASSOCIATED NOTES, SPECIFICATIONS, AND DETAILS WITH THIS PROJECT. 2. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR REMOVING ALL EXISTING VEGETATION (EXCEPT WHERE NOTED TO REMAIN). 3. IN THE CONTEXT OF THESE PLANS, NOTES, AND SPECIFICATIONS, "FINISH GRADE" REFERS TO THE FINAL ELEVATION OF THE SOIL SURFACE (NOT TOP OF MULCH) AS INDICATED ON THE GRADING PLANS. a. BEFORE STARTING WORK, THE LANDSCAPE CONTRACTOR SHALL VERIFY THAT THE ROUGH GRADES OF ALL LANDSCAPE AREAS ARE WITHIN +/-0.1' OF FINISH GRADE. SEE SPECIFICATIONS FOR MORE DETAILED INSTRUCTION ON TURF AREA AND PLANTING BED PREPARATION. b. CONSTRUCT AND MAINTAIN FINISH GRADES AS SHOWN ON GRADING PLANS, AND CONSTRUCT AND MAINTAIN SLOPES AS RECOMMENDED BY THE GEOTECHNICAL REPORT. ALL LANDSCAPE AREAS SHALL HAVE POSITIVE DRAINAGE AWAY FROM STRUCTURES AT THE MINIMUM SLOPE SPECIFIED IN THE REPORT AND ON THE GRADING PLANS, AND AREAS OF POTENTIAL PONDING SHALL BE REGRADED TO BLEND IN WITH THE SURROUNDING GRADES AND ELIMINATE PONDING POTENTIAL. C. THE LANDSCAPE CONTRACTOR SHALL DETERMINE WHETHER OR NOT THE EXPORT OF ANY SOIL WILL BE NEEDED, TAKING INTO ACCOUNT THE ROUGH GRADE PROVIDED, THE AMOUNT OF SOIL AMENDMENTS TO BE ADDED (BASED ON A SOIL TEST, PER SPECIFICATIONS), AND THE FINISH GRADES TO BE ESTABLISHED. d. AFTER INSTALLING SOIL AMENDMENTS IN SHRUB AREAS, AND IN ORDER TO ALLOW FOR PROPER MULCH DEPTH, ENSURE THAT THE FINISH GRADE IMMEDIATELY ADJACENT TO WALKS AND OTHER WALKING SURFACES IS 3" BELOW FINISH GRADE, TAPERING TO MEET FINISH GRADE AT APPROXIMATELY 18" AWAY FROM THE SURFACE. e. AFTER INSTALLING SOIL AMENDMENTS IN TURF AREAS, ENSURE THAT THE FINISH GRADE IN TURF AREAS IMMEDIATELY ADJACENT TO WALKS AND OTHER WALKING SURFACES IS 1" BELOW FINISH GRADE, TAPERING TO MEET FINISH GRADE AT APPROXIMATELY 18" AWAY FROM THE SURFACE. f. SHOULD ANY CONFLICTS AND/OR DISCREPANCIES ARISE BETWEEN THE GRADING PLANS, GEOTECHNICAL REPORT, THESE NOTES AND PLANS, AND ACTUAL CONDITIONS, THE CONTRACTOR SHALL IMMEDIATELY BRING SUCH ITEMS TO THE ATTENTION OF THE LANDSCAPE ARCHITECT, GENERAL CONTRACTOR, AND OWNER. 4. ALL PLANT LOCATIONS ARE DIAGRAMMATIC. ACTUAL LOCATIONS SHALL BE VERIFIED WITH THE LANDSCAPE ARCHITECT OR DESIGNER PRIOR TO PLANTING. THE LANDSCAPE CONTRACTOR SHALL ENSURE THAT ALL REQUIREMENTS OF THE PERMITTING AUTHORITY ARE MET (I.E., MINIMUM PLANT QUANTITIES, PLANTING METHODS, TREE PROTECTION METHODS, ETC.). a. THE LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR DETERMINING PLANT QUANTITIES; PLANT QUANTITIES SHOWN ON LEGENDS AND CALLOUTS ARE FOR GENERAL INFORMATION ONLY. IN THE EVENT OF A DISCREPANCY BETWEEN THE PLAN AND THE PLANT LEGEND, THE PLANT QUANTITY AS SHOWN ON THE PLAN (FOR INDIVIDUAL SYMBOLS) OR CALLOUT (FOR GROUNDCOVER PATTERNS) SHALL TAKE PRECEDENCE. b. NO SUBSTITUTIONS OF PLANT MATERIALS SHALL BE ALLOWED WITHOUT THE WRITTEN PERMISSION OF THE LANDSCAPE ARCHITECT. IF SOME OF THE PLANTS ARE NOT AVAILABLE, THE LANDSCAPE CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT IN WRITING (VIA PROPER CHANNELS). C. THE CONTRACTOR SHALL, AT A MINIMUM, PROVIDE REPRESENTATIVE PHOTOS OF ALL PLANTS PROPOSED FOR THE PROJECT. THE CONTRACTOR SHALL ALLOW THE LANDSCAPE ARCHITECT AND THE OWNER/OWNER'S REPRESENTATIVE TO INSPECT, AND APPROVE OR REJECT, ALL PLANTS DELIVERED TO THE JOBSITE. REFER TO SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS FOR SUBMITTALS. 5. THE CONTRACTOR SHALL MAINTAIN THE LANDSCAPE IN A HEALTHY CONDITION FOR 90 DAYS AFTER ACCEPTANCE BY THE OWNER. REFER TO SPECIFICATIONS FOR CONDITIONS OF ACCEPTANCE FOR THE START OF THE MAINTENANCE PERIOD, AND FOR FINAL ACCEPTANCE AT THE END OF THE MAINTENANCE PERIOD. 6. SEE SPECIFICATIONS AND DETAILS FOR FURTHER REQUIREMENTS. THE CONTRACTOR SHALL INSTALL ROOT BARRIERS NEAR ALL NEWLY -PLANTED TREES THAT ARE LOCATED WITHIN FIVE (5) FEET OF PAVING OR CURBS. ROOT BARRIERS SHALL BE "CENTURY" OR "DEEP -ROOT" 24" DEEP PANELS (OR EQUAL). BARRIERS SHALL BE LOCATED IMMEDIATELY ADJACENT TO HARDSCAPE. INSTALL PANELS PER MANUFACTURER'S RECOMMENDATIONS. UNDER NO CIRCUMSTANCES SHALL THE CONTRACTOR USE ROOT BARRIERS OF A TYPE THAT COMPLETELY ENCIRCLE THE ROOTBALL. MULCHES AFTER ALL PLANTING IS COMPLETE, CONTRACTOR SHALL INSTALL 3" THICK LAYER OF 1-1/2" SHREDDED WOOD MULCH IN ALL PLANTING AREAS (EXCEPT FOR TURF AREAS). CONTRACTOR SHALL SUBMIT SAMPLES OF ALL MULCHES TO LANDSCAPE ARCHITECT AND OWNER FOR APPROVAL PRIOR TO CONSTRUCTION. ABSOLUTELY NO EXPOSED GROUND SHALL BE LEFT SHOWING ANYWHERE ON THE PROJECT AFTER MULCH HAS BEEN INSTALLED. PLANTING AND IRRIGATION GUARANTEE THE LANDSCAPE CONTRACTOR SHALL GUARANTEE THAT ALL NEWLY INSTALLED AND EXISTING PLANTS SHALL SURVIVE FOR ONE YEAR AFTER FINAL OWNER ACCEPTANCE OF THE INSTALLATION WORK. THE CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR APPROPRIATE WATERING OF THE LANDSCAPE THROUGH INSTALLATION OF A PROPERLY DESIGNED IRRIGATION SYSTEM. THE OWNER SHALL APPROVE THE SYSTEM DESIGN BEFORE INSTALLATION OF PLANTS OR IRRIGATION. MAINTENANCE NOTE 10.1 GENERAL: THE OWNER SHALL BE RESPONSIBLE FOR THE CONTINUED MAINTENANCE IN PERPETUITY OF ALL LANDSCAPING AND IRRIGATION. ALL REQUIRED LANDSCAPING SHALL BE MAINTAINED IN A NEAT AND ORDERLY MANNER AT ALL TIMES. THIS SHALL INCLUDE MOWING, EDGING, PRUNING, FERTILIZING, WATERING, WEEDING, KEEPING BEDS MULCHED IN ACCORDANCE WITH STANDARD HORTICULTURAL PRACTICES OR AS RECOMMENDED BY THE LANDSCAPE ADMINISTRATOR AND OTHER SUCH ACTIVITIES COMMON TO THE MAINTENANCE OF LANDSCAPING. LANDSCAPED AREAS SHALL BE KEPT FREE OF TRASH, LITTER; WEEDS AND OTHER SUCH MATERIAL OR PLANTS NOT A PART OF THE LANDSCAPING. ALL PLANT MATERIALS SHALL BE MAINTAINED IN A HEALTHY AND GROWING CONDITION AS IS APPROPRIATE FOR THE SEASON OF THE YEAR. ALL IRRIGATION HEADS OR LINES WHICH ARE BROKEN AND FLOW WATER SHALL BE REPLACED/REPAIRED IMMEDIATELY TO PREVENT THE WASTE OF WATER. OWNER KARTHINK & ASSOCIATES REALTY LLC, LP 190 DAVIS BLVD. SOUTHLAKE, TX 76092 City of Southlake, Texas LANDSCAPE CALCULATIONS Building Floor Area 2,250 SF Proposed Zoning SP-2 SUMMARY CHART - INTERIOR LANDSCAPE Required Landscape % of area in Canopy Accent Shrubs Ground Seasonal Color or Area (Sq. front or side Trees Trees 5 gal. Cover (Sq. Provided ft.) 1 per 500 1 per 250 5 1 per 40 28 Ft.) 15% 168 SF 2% 23 SF Required 1,125 SF 75% 2 Provided 34,056 SF 100% 2* 5 37 168 SF 39 SF Parking Lot Landscape REQUIRED PROVIDED 33 spaces parking between bldg. and R.O.W. 495 sf 828 sf 3 spaces 11% 33x15SF=495 *INCLUDES 2 EXISTING TREES (#339 - 18" CAL., #341 - 14" CAL) TREE MITIGATION TOTAL TREE CALIPER INCHES 505 TOTAL TREE CALIPER INCHES TO REMAIN 365 TOTAL TREE CALIPER INCHES TO BE REMOVED 140 TOTAL TREE CALIPER INCHES REQUIRED TO BE MITIGATED 40* TOTAL MITIGATION TREE CALIPER INCHES 40** TREES REQUIRING MITIGATION: #304, #305, #347, #348 *SEE SYMBOL AT TREES DESIGNATED AS MITIGATION TREES (10 4" CALIPER TREES TOTAL) SUMMARY CHART — BUFFERYARDS LOCATION REQUIRED / LENGTH BUFFERYARD CANOPY ACCENT SHRUBS FENCE / PROVIDED WIDTH — TYPE TREES TREES SCREENING NORTH REQUIRED 523' 5'- A 5* 10 43 none PROVIDED 523' 5'- A 5 10 43 none EAST REQUIRED 95' 15' - S 4 4 12 none PROVIDED REQUIRED 95' 15- S 10'- F1 4 4 12 none none SOUTH 546' 16 33 44 PROVIDED 546' 10'- F1 4*** 16** 44 none WEST REQUIRED 120' 5'- A 1 2 10 none PROVIDED 120' 5'- A 1 2 10 none *INCLUDES 3 EXISTING TREES (#318 - 12" CAL., #317 - 12", #310 - 12" CAL) **EXISTING TREE CANOPY PREVENT THE PLANTING OF ALL REQUIRED ACCENT TREES ***INCLUDES 2 EXISTING TREES (#637 - 8" CAL., #302 - 6" CAL) PLANT SCHEDULE 24.31 1 1CR AD( HIG p a" 4'X4" METAL POST BASE,- O R. ACCENT TREES CODE BOTANICAL / COMMON NAME • RB Cercis canadensis / Eastern Redbud CR Lagerstroemia indica x fauriei 'Tuscarora' / Tuscarora Crape Myrtle Multi Trunk 3-5 canes CANOPY TREES CODE BOTANICAL / COMMON NAME • BO Quercus macrocarpa / Burr Oak CO Quercus muehlenbergii / Chinkapin Oak • So Quercus shumardii / Shumard Red Oak LO Quercus virginiana / Southern Live Oak CE Ulmus crassifolia / Cedar Elm EVERGREEN TREES CODE BOTANICAL / COMMON NAME 0 ET Existing Tree ROOT CONT 30 gal. 2" Cal. 30 gal. 2" Cal. ROOT CONT B&B 4" Cal B&B 4" Cal B&B 2" Cal. B&B 4" Cal B&B 4" Cal SHRUBS CODE BOTANICAL / COMMON NAME SIZE CONTAINER I AB Abelia x grandiflora / Glossy Abelia 3 gal. Cont. DB Ilex cornuta ' Burfordii Nana' / Dwarf Burford Holly --- Cont. 24" minimum at the time of planting t + } DY Ilex vomitoria 'Nana' / Dwarf Yaupon Holly 3 gal. Cont. PM Muhlenbergia capillaris / Pink Muhly Grass 5 gal. Cont. 0 DH Rhaphiolepis indica 'Pinkie' / Pinkie Indian Hawthorn 3 gal. Cont. GROUND COVERS CODE BOTANICAL / COMMON NAME QTY TB2 Seasonal Color / Plants to be chosen by owner 39 TB Trachelospermum asiaticum 'Bronze Beauty' / Bronze Beauty Asiatic Jasmine 500 SOD/SEED CODE BOTANICAL / COMMON NAME QTY CD Cynodon dactylon 'Tif 419' / Tif 419 Bermuda Grass 6,066 sf Solid sod all disturbed areas not designated as shrub or groundcover nlantinn hPc15 NOTE:@= MITIGATION TREE 0 0 Know what's below. CITY CASE NUMBER: ZA21-0049 Call before you dig. EVERGREEN DESIGN GROUP (800)680-6630 15455 Dallas Pkwy., Ste 600 Addison, TX 75001 www.EvergreenDesignGroup.com 0' 10, 20' 40' SCale HEIGHT QTY 8' min. 28 8' min. 9 HEIGHT QTY 12' min. 5 12' min. 8 10'-12' 4 12' min. 5 12' min. 3 6 7 121 6 6 /THE LOCATION OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY THE CONTRACTORS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. CO N E 0 O 0') 0 U N � � r-C t NC '+J t co � N � N 0 - CZ z C E O LL O Qz 2 y� .N pp 3 E o X - LL H U O w 4 z �� m Ln M OU X # U0 CD a "• V �mQ Z F O a V > U W cr Q N 0) O X LU Z (D Z LU Q(-) O Z J �� 0 Q O = LUa_ (Z D i LU O Er Q Q �a Er 0 M W T -L0 Q J Q I_ O J O7 T �o�PNDSCgpF .W '89' STgTE OF DATE: 11 /29/21 DESIGN DRAWN CHKD JWG JWG RM JOB No. 070443-01-001 SHEET LP-1 r� :u r~ as - p ai^ '�1} is �. i � '' ,� tt � , d'•? � � �� 1 v,= _ 4 UL GENERAL GRADING AND PLANTING NOTES 1. BY SUBMITTING A PROPOSAL FOR THE LANDSCAPE PLANTING SCOPE OF WORK, THE CONTRACTOR CONFIRMS THAT HE HAS READ, AND WILL COMPLY WITH, THE ASSOCIATED NOTES, SPECIFICATIONS, AND DETAILS WITH THIS PROJECT. 2. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR REMOVING ALL EXISTING VEGETATION (EXCEPT WHERE NOTED TO REMAIN). 3. IN THE CONTEXT OF THESE PLANS, NOTES, AND SPECIFICATIONS, "FINISH GRADE" REFERS TO THE FINAL ELEVATION OF THE SOIL SURFACE (NOT TOP OF MULCH) AS INDICATED ON THE GRADING PLANS. a. BEFORE STARTING WORK, THE LANDSCAPE CONTRACTOR SHALL VERIFY THAT THE ROUGH GRADES OF ALL LANDSCAPE AREAS ARE WITHIN +/-0.1' OF FINISH GRADE. SEE SPECIFICATIONS FOR MORE DETAILED INSTRUCTION ON TURF AREA AND PLANTING BED PREPARATION. b. CONSTRUCT AND MAINTAIN FINISH GRADES AS SHOWN ON GRADING PLANS, AND CONSTRUCT AND MAINTAIN SLOPES AS RECOMMENDED BY THE GEOTECHNICAL REPORT. ALL LANDSCAPE AREAS SHALL HAVE POSITIVE DRAINAGE AWAY FROM STRUCTURES AT THE MINIMUM SLOPE SPECIFIED IN THE REPORT AND ON THE GRADING PLANS, AND AREAS OF POTENTIAL PONDING SHALL BE REGRADED TO BLEND IN WITH THE SURROUNDING GRADES AND ELIMINATE PONDING POTENTIAL. C. THE LANDSCAPE CONTRACTOR SHALL DETERMINE WHETHER OR NOT THE EXPORT OF ANY SOIL WILL BE NEEDED, TAKING INTO ACCOUNT THE ROUGH GRADE PROVIDED, THE AMOUNT OF SOIL AMENDMENTS TO BE ADDED (BASED ON A SOIL TEST, PER SPECIFICATIONS), AND THE FINISH GRADES TO BE ESTABLISHED. d. AFTER INSTALLING SOIL AMENDMENTS IN SHRUB AREAS, AND IN ORDER TO ALLOW FOR PROPER MULCH DEPTH, ENSURE THAT THE FINISH GRADE IMMEDIATELY ADJACENT TO WALKS AND OTHER WALKING SURFACES IS 3" BELOW FINISH GRADE, TAPERING TO MEET FINISH GRADE AT APPROXIMATELY 18" AWAY FROM THE SURFACE. e. AFTER INSTALLING SOIL AMENDMENTS IN TURF AREAS, ENSURE THAT THE FINISH GRADE IN TURF AREAS IMMEDIATELY ADJACENT TO WALKS AND OTHER WALKING SURFACES IS 1" BELOW FINISH GRADE, TAPERING TO MEET FINISH GRADE AT APPROXIMATELY 18" AWAY FROM THE SURFACE. f. SHOULD ANY CONFLICTS AND/OR DISCREPANCIES ARISE BETWEEN THE GRADING PLANS, GEOTECHNICAL REPORT, THESE NOTES AND PLANS, AND ACTUAL CONDITIONS, THE CONTRACTOR SHALL IMMEDIATELY BRING SUCH ITEMS TO THE ATTENTION OF THE LANDSCAPE ARCHITECT, GENERAL CONTRACTOR, AND OWNER. 4. ALL PLANT LOCATIONS ARE DIAGRAMMATIC. ACTUAL LOCATIONS SHALL BE VERIFIED WITH THE LANDSCAPE ARCHITECT OR DESIGNER PRIOR TO PLANTING. THE LANDSCAPE CONTRACTOR SHALL ENSURE THAT ALL REQUIREMENTS OF THE PERMITTING AUTHORITY ARE MET (I.E., MINIMUM PLANT QUANTITIES, PLANTING METHODS, TREE PROTECTION METHODS, ETC.). a. THE LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR DETERMINING PLANT QUANTITIES; PLANT QUANTITIES SHOWN ON LEGENDS AND CALLOUTS ARE FOR GENERAL INFORMATION ONLY. IN THE EVENT OF A DISCREPANCY BETWEEN THE PLAN AND THE PLANT LEGEND, THE PLANT QUANTITY AS SHOWN ON THE PLAN (FOR INDIVIDUAL SYMBOLS) OR CALLOUT (FOR GROUNDCOVER PATTERNS) SHALL TAKE PRECEDENCE. b. NO SUBSTITUTIONS OF PLANT MATERIALS SHALL BE ALLOWED WITHOUT THE WRITTEN PERMISSION OF THE LANDSCAPE ARCHITECT. IF SOME OF THE PLANTS ARE NOT AVAILABLE, THE LANDSCAPE CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT IN WRITING (VIA PROPER CHANNELS). C. THE CONTRACTOR SHALL, AT A MINIMUM, PROVIDE REPRESENTATIVE PHOTOS OF ALL PLANTS PROPOSED FOR THE PROJECT. THE CONTRACTOR SHALL ALLOW THE LANDSCAPE ARCHITECT AND THE OWNER/OWNER'S REPRESENTATIVE TO INSPECT, AND APPROVE OR REJECT, ALL PLANTS DELIVERED TO THE JOBSITE. REFER TO SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS FOR SUBMITTALS. 5. THE CONTRACTOR SHALL MAINTAIN THE LANDSCAPE IN A HEALTHY CONDITION FOR 90 DAYS AFTER ACCEPTANCE BY THE OWNER. REFER TO SPECIFICATIONS FOR CONDITIONS OF ACCEPTANCE FOR THE START OF THE MAINTENANCE PERIOD, AND FOR FINAL ACCEPTANCE AT THE END OF THE MAINTENANCE PERIOD. 6. SEE SPECIFICATIONS AND DETAILS FOR FURTHER REQUIREMENTS. IS t ROOT BARRIERS CO 3 a' EXISTING TREES W#318 AND #317 TO REMAIN AND ARE BEING USED AS A ".% BUFFERYARD TREE BO r r RB 3 .• 2 I S89'15'25" E 523MEMO ME.12' -- O�—MIN ME LOD LOD L • • TB 59 DY 6 —I M o OJ �� JII P / i EXISTING TREE #310 TO REMAIN AND IS BEING USED AS A BUFFERYARD TREE k,,` �rIRB BOtitI+H1JIIlLIII�ME ME $nIIII 1 WINg0mM��—III .. - - TB 83 1 ♦, TB (�DH 6 IIII1111111�� BO / !`w - ------------------ -L'OD CE 3A1lid 3AI 4 RB I LOD �< D-------------------------_ ---=� 10 DY k M 6 LO .r I EXISTING TREE #302 TO �I 3 REMAIN AND IS BEING USED ' o , 5B AS A BUFFERYARD TREE 6 M DY DY DY �• �00 11 � 11 D Y 11 ME . MW ;- •Q� , ,'TAD ,.- EXISTING TREE #637 TO STEEL EDGING BETWEEN �+ AND IS BEING USED TURF AND SHRUBS (TYP.) BUFFERYARD TREE _ f 1 THE CONTRACTOR SHALL INSTALL ROOT BARRIERS NEAR ALL NEWLY -PLANTED TREES THAT ARE LOCATED WITHIN FIVE (5) FEET OF PAVING OR CURBS. ROOT BARRIERS SHALL BE "CENTURY" OR "DEEP -ROOT" 24" DEEP PANELS (OR EQUAL). BARRIERS SHALL BE LOCATED IMMEDIATELY ADJACENT TO HARDSCAPE. INSTALL PANELS PER MANUFACTURER'S RECOMMENDATIONS. UNDER NO CIRCUMSTANCES SHALL THE CONTRACTOR USE ROOT BARRIERS OF A TYPE THAT COMPLETELY ENCIRCLE THE ROOTBALL. MULCHES AFTER ALL PLANTING IS COMPLETE, CONTRACTOR SHALL INSTALL 3" THICK LAYER OF 1-1/2" SHREDDED WOOD MULCH IN ALL PLANTING AREAS (EXCEPT FOR TURF AREAS). CONTRACTOR SHALL SUBMIT SAMPLES OF ALL MULCHES TO LANDSCAPE ARCHITECT AND OWNER FOR APPROVAL PRIOR TO CONSTRUCTION. ABSOLUTELY NO EXPOSED GROUND SHALL BE LEFT SHOWING ANYWHERE ON THE PROJECT AFTER MULCH HAS BEEN INSTALLED. PLANTING AND IRRIGATION GUARANTEE THE LANDSCAPE CONTRACTOR SHALL GUARANTEE THAT ALL NEWLY INSTALLED AND EXISTING PLANTS SHALL SURVIVE FOR ONE YEAR AFTER FINAL OWNER ACCEPTANCE OF THE INSTALLATION WORK. THE CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR APPROPRIATE WATERING OF THE LANDSCAPE THROUGH INSTALLATION OF A PROPERLY DESIGNED IRRIGATION SYSTEM. THE OWNER SHALL APPROVE THE SYSTEM DESIGN BEFORE INSTALLATION OF PLANTS OR IRRIGATION. MAINTENANCE NOTE 10.1 GENERAL: THE OWNER SHALL BE RESPONSIBLE FOR THE CONTINUED MAINTENANCE IN PERPETUITY OF ALL LANDSCAPING AND IRRIGATION. ALL REQUIRED LANDSCAPING SHALL BE MAINTAINED IN A NEAT AND ORDERLY MANNER AT ALL TIMES. THIS SHALL INCLUDE MOWING, EDGING, PRUNING, FERTILIZING, WATERING, WEEDING, KEEPING BEDS MULCHED IN ACCORDANCE WITH STANDARD HORTICULTURAL PRACTICES OR AS RECOMMENDED BY THE LANDSCAPE ADMINISTRATOR AND OTHER SUCH ACTIVITIES COMMON TO THE MAINTENANCE OF LANDSCAPING. LANDSCAPED AREAS SHALL BE KEPT FREE OF TRASH, LITTER; WEEDS AND OTHER SUCH MATERIAL OR PLANTS NOT A PART OF THE LANDSCAPING. ALL PLANT MATERIALS SHALL BE MAINTAINED IN A HEALTHY AND GROWING CONDITION AS IS APPROPRIATE FOR THE SEASON OF THE YEAR. ALL IRRIGATION HEADS OR LINES WHICH ARE BROKEN AND FLOW WATER SHALL BE REPLACED/REPAIRED IMMEDIATELY TO PREVENT THE WASTE OF WATER. OWNER KARTHINK & ASSOCIATES REALTY LLC, LP 190 DAVIS BLVD. SOUTHLAKE, TX 76092 City of Southlake, Texas LANDSCAPE CALCULATIONS Building Floor Area 2,250 SF Proposed Zoning SP-2 SUMMARY CHART - INTERIOR LANDSCAPE Required Landscape % of area in Canopy Accent Shrubs Ground Seasonal Color or Area (Sq. front or side Trees Trees 5 gal. Cover (Sq. Provided ft.) 1 per 500 1 per 250 1 per 40 Ft.) 15% 2% Required 1,125 SF 75% 2 5 28 168 SF 23 SF Provided 34,056 SF 100% 2* 5 37 168 SF 39 SF Parking Lot Landscape REQUIRED PROVIDED 33 spaces parking between bldg. and R.O.W. 495 sf 828 sf 3 spaces 11% 33x15SF=495 *INCLUDES 2 EXISTING TREES (#339 - 18" CAL., #341 - 14" CAL) TREE MITIGATION TOTAL TREE CALIPER INCHES 505 TOTAL TREE CALIPER INCHES TO REMAIN 365 TOTAL TREE CALIPER INCHES TO BE REMOVED 140 TOTAL TREE CALIPER INCHES REQUIRED TO BE MITIGATED 40* TOTAL MITIGATION TREE CALIPER INCHES 1 40— TREES REQUIRING MITIGATION: #304, #305, #347, #348 *SEE SYMBOL AT TREES DESIGNATED AS MITIGATION TREES (10 4" CALIPER TREES TOTAL) SUMMARY CHART - BUFFERYARDS LOCATION REQUIRED / LENGTH BUFFERYARD CANOPY ACCENT SHRUBS FENCE / PROVIDED WIDTH - TYPE TREES TREES SCREENING NORTH REQUIRED 523' 5'- A 5* 10 43 none PROVIDED 523' 5'- A 5 10 43 none EAST REQUIRED 95' 15' - S 4 4 12 none PROVIDED REQUIRED 95' 15- S 10, - F1 4 4 12 none none SOUTH 546' 16 33 44 PROVIDED 546' 10'- F1 4*** 16** 44 none WEST REQUIRED 120' 5'- A 1 2 10 none PROVIDED 120' 5'- A 1 2 10 none *INCLUDES 3 EXISTING TREES (#318 - 12" CAL., #317 - 12", #310 - 12" CAL) **EXISTING TREE CANOPY PREVENT THE PLANTING OF ALL REQUIRED ACCENT TREES ***INCLUDES 2 EXISTING TREES (#637 - 8" CAL., #302 - 6" CAL) PLANT SCHEDULE CE oe, MCA 0 le 4'X4" METAL POST BASE,- o R. ACCENT TREES CODE BOTANICAL / COMMON NAME RB Cercis canadensis / Eastern Redbud :. CR Lagerstroemia indica x fauriei Tuscarora' / Tuscarora Crape Myrtle Multi Trunk 3-5 canes CANOPY TREES CODE BOTANICAL / COMMON NAME + BO Quercus macrocarpa / Burr Oak CO Quercus muehlenbergii / Chinkapin Oak O SO Quercus shumardii / Shumard Red Oak • LO Quercus virginiana / Southern Live Oak • CE Ulmus crassifolia / Cedar Elm EVERGREEN TREES CODE BOTANICAL / COMMON NAME 0 ET Existing Tree SHRUBS CODE BOTANICAL / COMMON NAME AB Abelia x grandiflora / Glossy Abelia DB Ilex cornuta ' Burfordii Nana' / Dwarf Burford Holly 24" minimum at the time of planting ODY Ilex vomitoria 'Nana' / Dwarf Yaupon Holly PM Muhlenbergia capillaris / Pink Muhly Grass 0 DH Rhaphiolepis indica 'Pinkie' / Pinkie Indian Hawthorn GROUND COVERS CODE BOTANICAL / COMMON NAME TB2 Seasonal Color / Plants to be chosen by owner TB Trachelospermum asiaticum 'Bronze Beauty' / Bronze Beauty Asiatic Jasmine 71 AD( HIG ROOT CONT 30 gal. 2" Cal. 30 gal. 2" Cal. ROOT CONT B&B 4" Cal B&B 4" Cal B&B 2" Cal. B&B 4" Cal B&B 4" Cal SIZE CONTAINER 3 gal. Cont. --- Cont. 3 gal. Cont. 5 gal. Cont. 3 gal. Cont. QTY 39 500 SOD/SEED CODE BOTANICAL / COMMON NAME QTY W W CD Cynodon dactylon 'Tif 419' / Tif 419 Bermuda Grass 6,066 sf Solid sod all disturbed areas not designated as shrub or groundcover planting beds NOTE:@= MITIGATION TREE 0 0 CITY CASE NUMBER: ZA21-0049 Know what's below. Cal before you dig. EVERGREEN DESIGN GROUP (800)680-6630 15455 Dallas Pkwy., Ste 600 Addison, TX 75001 www.EvergreenDesignGroup.com 0' 10, 20' 40' Scale 1 " = 20' HEIGHT 8' min. 8' min. 12' min 12' min 10'-12' 12' min 12' min QTY 28 9 QTY 5 8 4 5 3 6 7 121 6 6 /THE LOCATION OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY THE CONTRACTORS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. O N E O O O O O U N 0) � O N � N � N 0-) 0 - � CZ CZ E o LL O J p 0- -0 Qz �0.0 y� 0 .N o U a� 2 Ln o EX co " I— U o Li4 O 00 m ruLn M OU ru X # aJ U`) C o a "LO V �m< N X Lu I— Z rn — Z wp Q U Z J 0 Q O=w (Z i LLI O Er Q Q � � 0 0 pp r Q U') J Q� O J 0) T �OjPADSC/q .W 2890 STgTE OF DATE: 11 /29/21 DESIGN DRAWN CHKD JWG JWG RM JOB No. 070443-01-001 SHEET LP-1 GENERAL GRADING AND PLANTING NOTES 1. BY SUBMITTING A PROPOSAL FOR THE LANDSCAPE PLANTING SCOPE OF WORK, THE CONTRACTOR CONFIRMS THAT HE HAS READ, AND WILL COMPLY WITH, THE ASSOCIATED NOTES, SPECIFICATIONS, AND DETAILS WITH THIS PROJECT. 2. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR REMOVING ALL EXISTING VEGETATION (EXCEPT WHERE NOTED TO REMAIN). 3. IN THE CONTEXT OF THESE PLANS, NOTES, AND SPECIFICATIONS, "FINISH GRADE" REFERS TO THE FINAL ELEVATION OF THE SOIL SURFACE (NOT TOP OF MULCH) AS INDICATED ON THE GRADING PLANS. a. BEFORE STARTING WORK, THE LANDSCAPE CONTRACTOR SHALL VERIFY THAT THE ROUGH GRADES OF ALL LANDSCAPE AREAS ARE WITHIN +/-0.1' OF FINISH GRADE. SEE SPECIFICATIONS FOR MORE DETAILED INSTRUCTION ON TURF AREA AND PLANTING BED PREPARATION. b. CONSTRUCT AND MAINTAIN FINISH GRADES AS SHOWN ON GRADING PLANS, AND CONSTRUCT AND MAINTAIN SLOPES AS RECOMMENDED BY THE GEOTECHNICAL REPORT. ALL LANDSCAPE AREAS SHALL HAVE POSITIVE DRAINAGE AWAY FROM STRUCTURES AT THE MINIMUM SLOPE SPECIFIED IN THE REPORT AND ON THE GRADING PLANS, AND AREAS OF POTENTIAL PONDING SHALL BE REGRADED TO BLEND IN WITH THE SURROUNDING GRADES AND ELIMINATE PONDING POTENTIAL. C. THE LANDSCAPE CONTRACTOR SHALL DETERMINE WHETHER OR NOT THE EXPORT OF ANY SOIL WILL BE NEEDED, TAKING INTO ACCOUNT THE ROUGH GRADE PROVIDED, THE AMOUNT OF SOIL AMENDMENTS TO BE ADDED (BASED ON A SOIL TEST, PER SPECIFICATIONS), AND THE FINISH GRADES TO BE ESTABLISHED. d. AFTER INSTALLING SOIL AMENDMENTS IN SHRUB AREAS, AND IN ORDER TO ALLOW FOR PROPER MULCH DEPTH, ENSURE THAT THE FINISH GRADE IMMEDIATELY ADJACENT TO WALKS AND OTHER WALKING SURFACES IS 3" BELOW FINISH GRADE, TAPERING TO MEET FINISH GRADE AT APPROXIMATELY 18" AWAY FROM THE SURFACE. e. AFTER INSTALLING SOIL AMENDMENTS IN TURF AREAS, ENSURE THAT THE FINISH GRADE IN TURF AREAS IMMEDIATELY ADJACENT TO WALKS AND OTHER WALKING SURFACES IS 1" BELOW FINISH GRADE, TAPERING TO MEET FINISH GRADE AT APPROXIMATELY 18" AWAY FROM THE SURFACE. f. SHOULD ANY CONFLICTS AND/OR DISCREPANCIES ARISE BETWEEN THE GRADING PLANS, GEOTECHNICAL REPORT, THESE NOTES AND PLANS, AND ACTUAL CONDITIONS, THE CONTRACTOR SHALL IMMEDIATELY BRING SUCH ITEMS TO THE ATTENTION OF THE LANDSCAPE ARCHITECT, GENERAL CONTRACTOR, AND OWNER. 4. ALL PLANT LOCATIONS ARE DIAGRAMMATIC. ACTUAL LOCATIONS SHALL BE VERIFIED WITH THE LANDSCAPE ARCHITECT OR DESIGNER PRIOR TO PLANTING. THE LANDSCAPE CONTRACTOR SHALL ENSURE THAT ALL REQUIREMENTS OF THE PERMITTING AUTHORITY ARE MET (I.E., MINIMUM PLANT QUANTITIES, PLANTING METHODS, TREE PROTECTION METHODS, ETC.). a. THE LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR DETERMINING PLANT QUANTITIES; PLANT QUANTITIES SHOWN ON LEGENDS AND CALLOUTS ARE FOR GENERAL INFORMATION ONLY. IN THE EVENT OF A DISCREPANCY BETWEEN THE PLAN AND THE PLANT LEGEND, THE PLANT QUANTITY AS SHOWN ON THE PLAN (FOR INDIVIDUAL SYMBOLS) OR CALLOUT (FOR GROUNDCOVER PATTERNS) SHALL TAKE PRECEDENCE. b. NO SUBSTITUTIONS OF PLANT MATERIALS SHALL BE ALLOWED WITHOUT THE WRITTEN PERMISSION OF THE LANDSCAPE ARCHITECT. IF SOME OF THE PLANTS ARE NOT AVAILABLE, THE LANDSCAPE CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT IN WRITING (VIA PROPER CHANNELS). C. THE CONTRACTOR SHALL, AT A MINIMUM, PROVIDE REPRESENTATIVE PHOTOS OF ALL PLANTS PROPOSED FOR THE PROJECT. THE CONTRACTOR SHALL ALLOW THE LANDSCAPE ARCHITECT AND THE OWNER/OWNER'S REPRESENTATIVE TO INSPECT, AND APPROVE OR REJECT, ALL PLANTS DELIVERED TO THE JOBSITE. REFER TO SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS FOR SUBMITTALS. 5. THE CONTRACTOR SHALL MAINTAIN THE LANDSCAPE IN A HEALTHY CONDITION FOR 90 DAYS AFTER ACCEPTANCE BY THE OWNER. REFER TO SPECIFICATIONS FOR CONDITIONS OF ACCEPTANCE FOR THE START OF THE MAINTENANCE PERIOD, AND FOR FINAL ACCEPTANCE AT THE END OF THE MAINTENANCE PERIOD. 6. SEE SPECIFICATIONS AND DETAILS FOR FURTHER REQUIREMENTS. (b�11' ROOT BARRIERS THE CONTRACTOR SHALL INSTALL ROOT BARRIERS NEAR ALL NEWLY -PLANTED TREES THAT ARE LOCATED WITHIN FIVE (5) FEET OF PAVING OR CURBS. ROOT BARRIERS SHALL BE "CENTURY" OR "DEEP -ROOT" 24" DEEP PANELS (OR EQUAL). BARRIERS SHALL BE LOCATED IMMEDIATELY ADJACENT TO HARDSCAPE. INSTALL PANELS PER MANUFACTURER'S RECOMMENDATIONS. UNDER NO CIRCUMSTANCES SHALL THE CONTRACTOR USE ROOT BARRIERS OF A TYPE THAT COMPLETELY ENCIRCLE THE ROOTBALL. MULCHES AFTER ALL PLANTING IS COMPLETE, CONTRACTOR SHALL INSTALL 3" THICK LAYER OF 1-1/2" SHREDDED WOOD MULCH IN ALL PLANTING AREAS (EXCEPT FOR TURF AREAS). CONTRACTOR SHALL SUBMIT SAMPLES OF ALL MULCHES TO LANDSCAPE ARCHITECT AND OWNER FOR APPROVAL PRIOR TO CONSTRUCTION. ABSOLUTELY NO EXPOSED GROUND SHALL BE LEFT SHOWING ANYWHERE ON THE PROJECT AFTER MULCH HAS BEEN INSTALLED. PLANTING AND IRRIGATION GUARANTEE THE LANDSCAPE CONTRACTOR SHALL GUARANTEE THAT ALL NEWLY INSTALLED AND EXISTING PLANTS SHALL SURVIVE FOR ONE YEAR AFTER FINAL OWNER ACCEPTANCE OF THE INSTALLATION WORK. THE CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR APPROPRIATE WATERING OF THE LANDSCAPE THROUGH INSTALLATION OF A PROPERLY DESIGNED IRRIGATION SYSTEM. THE OWNER SHALL APPROVE THE SYSTEM DESIGN BEFORE INSTALLATION OF PLANTS OR IRRIGATION. MAINTENANCE NOTE 10.1 GENERAL: THE OWNER SHALL BE RESPONSIBLE FOR THE CONTINUED MAINTENANCE IN PERPETUITY OF ALL LANDSCAPING AND IRRIGATION. ALL REQUIRED LANDSCAPING SHALL BE MAINTAINED IN A NEAT AND ORDERLY MANNER AT ALL TIMES. THIS SHALL INCLUDE MOWING, EDGING, PRUNING, FERTILIZING, WATERING, WEEDING, KEEPING BEDS MULCHED IN ACCORDANCE WITH STANDARD HORTICULTURAL PRACTICES OR AS RECOMMENDED BY THE LANDSCAPE ADMINISTRATOR AND OTHER SUCH ACTIVITIES COMMON TO THE MAINTENANCE OF LANDSCAPING. LANDSCAPED AREAS SHALL BE KEPT FREE OF TRASH, LITTER; WEEDS AND OTHER SUCH MATERIAL OR PLANTS NOT A PART OF THE LANDSCAPING. ALL PLANT MATERIALS SHALL BE MAINTAINED IN A HEALTHY AND GROWING CONDITION AS IS APPROPRIATE FOR THE SEASON OF THE YEAR. ALL IRRIGATION HEADS OR LINES WHICH ARE BROKEN AND FLOW WATER SHALL BE REPLACED/REPAIRED IMMEDIATELY TO PREVENT THE WASTE OF WATER. OWNER KARTHINK & ASSOCIATES REALTY LLC, LP 190 DAVIS BLVD. SOUTHLAKE, TX 76092 City of Southlake, Texas LANDSCAPE CALCULATIONS Building Floor Area 2,250 SF Proposed Zoning SP-2 SUMMARY CHART - INTERIOR LANDSCAPE Required Landscape % of area in Canopy Accent Shrubs Ground Seasonal Color or Area (Sq. front or side Trees Trees 5 gal. Cover (Sq. Provided ft.) 1 per 500 1 per 250 1 per 40 Ft.) 15% 2% Required 1,125 SF 75% 2 5 28 168 SF 23 SF Provided 34,056 SF 100% 2* 5 37 168 SF 39 SF Parking Lot Landscape REQUIRED PROVIDED 33 spaces parking between bldg. and R.O.W. 495 sf 828 sf 3 spaces 11% 33x15SF=495 *INCLUDES 2 EXISTING TREES (#339 - 18" CAL., #341 - 14" CAL) TREE MITIGATION TOTAL TREE CALIPER INCHES 505 TOTAL TREE CALIPER INCHES TO REMAIN 365 TOTAL TREE CALIPER INCHES TO BE REMOVED 140 TOTAL TREE CALIPER INCHES REQUIRED TO BE MITIGATED 40* TOTAL MITIGATION TREE CALIPER INCHES 40** *TREES REQUIRING MITIGATION: #304, #305, #347, #348 **SEE SYMBOL AT TREES DESIGNATED AS MITIGATION TREES (10 4" CALIPER TREES TOTAL) SUMMARY CHART - BUFFERYARDS LOCATION REQUIRED / LENGTH BUFFERYARD CANOPY ACCENT SHRUBS FENCE / PROVIDED WIDTH -TYPE TREES TREES SCREENING NORTH REQUIRED 523' 5'- A 5* 10 43 none PROVIDED 523' 5'- A 5 10 43 none EAST REQUIRED 95' 15' - S 4 4 12 none PROVIDED REQUIRED 95' 15' - S 10'- F1 4 4 12 none none SOUTH 546' 16 33 44 PROVIDED 546' 10'- F1 4*** 16** 44 none WEST REQUIRED 120' 5'- A 1 2 10 none PROVIDED 120' 5'- A 1 2 10 none *INCLUDES 3 EXISTING TREES (#318 - 12" CAL., #317 - 12", #310 - 12" CAL) **EXISTING TREE CANOPY PREVENT THE PLANTING OF ALL REQUIRED ACCENT TREES ***INCLUDES 2 EXISTING TREES (#637 - 8" CAL., #302 - 6" CAL) PLANT SCHEDULE ACCENT TREES CODE BOTANICAL / COMMON NAME RIB Cercis canadensis / Eastern Redbud to'. D CR Lagerstroemia indica x fauriei 'Tuscarora' / Tuscarora Crape Myrtle Multi Trunk 3-5 canes CANOPY TREES CODE BOTANICAL / COMMON NAME + BO Quercus macrocarpa / Burr Oak CO Quercus muehlenbergii / Chinkapin Oak O SO Quercus shumardii / Shumard Red Oak • LO Quercus virginiana / Southern Live Oak • CE Ulmus crassifolia / Cedar Elm EVERGREEN TREES CODE BOTANICAL / COMMON NAME 0 ET Existing Tree SHRUBS CODE BOTANICAL / COMMON NAME AB Abelia x grandiflora / Glossy Abelia DB Ilex cornuta ' Burfordii Nana' / Dwarf Burford Holly 24" minimum at the time of planting ODY Ilex vomitoria 'Nana' / Dwarf Yaupon Holly PM Muhlenbergia capillaris / Pink Muhly Grass DH Rhaphiolepis indica 'Pinkie' / Pinkie Indian Hawthorn GROUND COVERS CODE BOTANICAL / COMMON NAME FMTB2 Seasonal Color / Plants to be chosen by owner ROOT CONT 30 gal. 2" Cal 30 gal. 2" Cal. ROOT CONT B&B 4" Cal B&B 4" Cal B&B 2" Cal B&B 4" Cal B&B 4" Cal SIZE CONTAINER 3 gal. Cont. --- Cont. 3 gal. Cont. 5 gal. Cont. 3 gal. Cont. QTY 39 EVERGREEN DESIGN GROUP (800) 680-6630 15455 Dallas Pkwy., Ste 600 Addison, TX 75001 www.EvergreenDesignGroup.com 0' 10, 20' 40' Scale lit = 20' HEIGHT QTY 8' min. 28 8' min. 9 HEIGHT QTY 12' min. 5 12' min. 8 10'-12' 4 12' min. 5 12' min. 3 6 7 121 6 6 N 0 N'T U C 0)N.5 Z M 75 N C _ N U _ T C: CU fO O IL 3 Iwo J _r_ o 0 C :3 2` (D 0 rn� N � . o� C� Ln - X o F U w � O zo� M m� 0 V) ro ru M OU X # F U) c o " V �mQ Z0 O a C/) U W W cr o l z 0 N 5 w W N O X LLI Z (D Z LU Q(-) p Z J 0 Q O = LU a_ (Z i LL I O Er Q Q � a _J Er 0 M r - Q L0 J Q� O J T TB Trachelospermum asiaticum 'Bronze Beauty' / Bronze Beauty Asiatic Jasmine 500 M SOD/SEED CODE BOTANICAL / COMMON NAME QTY DATE: 11 /29/21 W W CD Cynodon dactylon 'Tif 419' / Tif 419 Bermuda Grass 6,066 sf W W Solid sod all disturbed areas not designated as shrub or groundcover planting beds DESIGN DRAWN CHID THE LOCATION OF EXISTING UNDERGROUND UTILITIES ARE SHOWN JWG JWG RM NOTE:@ = MITIGATION TREE 0 IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. CONTRACTOR AGREES TO BE FULLY JOB No. 070443-01-001 RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE SHEET Know what's below. OCCASIONED BY THE CONTRACTORS FAILURE TO EXACTLY CITY CASE NUMBER: ZA21-0049 LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. I D_ Call before you dig. L I {+ t• 1+ =Zol Nto r O I K 1 43q-f \ / F/ F' I OD D t '^e R FLOODPLAIN LOD w _ / S89°15' V 52 .12' T O/—LODLO l 0o I 0 J 316 nmi nun 3AIU(I 3Ama 1� l - I I ( I - I II D S D A. A. A A °d A A. ° A AA .d D A A. A A. D° A. A A. D A A A _ .. �. " A A p A IN A DA D C pA .A .p. A D A: .. 'D A D. .. A D' A A' K A D A' A DA A D A A :D A° A DA„ A A °. A .. .A A A.' ° A d D_d.'�__ 'd A •.° •dam a a °epa d A D. ADAAD A..D.ADd AD d6 d A°.'d. pd Is Art d 'mmm� -. D .:.� � �� I� �I I U.L�I 1 1�•I I I��PI I �I I I.I / _ p D D ° • f. � � D D.. �,-•,. e ! ° {{ e..D a °.. a .pp e WV RIM EL=654 'I l TN EL=649.57' WV RIM EL=654 TN EL=649.37' _ t ' I D LO�� D LOD LOD LOD A. AfAk A +L_ A A o A' W D . D 313 _ D D Spo, ° O ° e ° - O LS DD OO P P D 4 PARKING O r n p CONSTRUCTION ENTRANCE/EXIT. / S00 57 53 - 65.12' CONCRETE WASHOUT' I «1348• 2" METAL PIPE _ERIAL STORAGE . -- 3(,. 304 R 1�s r;Y'R '.°` ?} �► '"�• �TLOD Lo P LOD TR LOD TP TP TP TP TP � LOD LOD LOD OD LOD N89015'25"W 447.91' 4W GAS OBSERVATION WELL LOD LOD C 1 1 EXISTING TREE LIST m TAG# DESCRIPTION STATUS MITIGATION REQUIRED 301 12" OAK SAVE NO 302 6" HACKBERRY SAVE NO 303 10" ELM REMOVE NO 304 10" ELM REMOVE YES 305 12" HACKBERRY REMOVE YES 306 4" TREE REMOVE NO 307 18" PINE SAVE NO 308 12" ELM REMOVE NO 309 6" ELM REMOVE NO 310 12" PINE SAVE NO 311 12" PINE SAVE NO 312 12" ELM REMOVE NO 313 4" ELM REMOVE NO 314 4" ELM REMOVE NO 315 4" ELM REMOVE NO 316 6" ELM REMOVE NO 317 12" TREE SAVE NO 318 12" TREE SAVE NO 319 16" CEDAR SAVE NO 320 12" CEDAR SAVE NO 321 12" CEDAR SAVE NO 322 12" CEDAR SAVE NO 323 12" CEDAR SAVE NO 324 12" CEDAR SAVE NO 325 18" PINE SAVE NO 326 12" PINE SAVE NO 328 12" ELM SAVE NO 329 6" TREE SAVE NO 330 8" OAK SAVE NO 331 16" OAK SAVE NO 332 4" CEDAR SAVE NO 333 10" CEDAR SAVE NO 334 14" PINE SAVE NO 335 6" CEDAR SAVE NO 336 20" ELM SAVE NO 337 14" ELM SAVE NO 338 8" ELM REMOVE NO 339 18" ELM SAVE NO 340 4" HACKBERRY REMOVE NO 341 14" ELM SAVE NO 342 12" ELM SAVE NO 343 12" ELM SAVE NO 344 8" ELM REMOVE NO 345 4" CEDAR REMOVE NO 346 12" CEDAR REMOVE NO 347 12" ELM REMOVE YES 348 6" TREE REMOVE YES 636 4" ELM REMOVE NO 637 8" CEDAR SAVE NO 1348 6" ELM REMOVE NO .y89°12'G 24.35' 4'X4" METAL POST BASE TREE PRESERVATION SUMMARY GROSS SITE AREA 60,002 SF EXISTING CANOPY TREE TOTAL AREA 40,430 SF 67.4% EXISTING TREE CANOPY TO BE REMOVED 23,892 SF 59.1% EXISTING TREE CANOPY TO REMAIN 16,538 SF 40.8% TREE MITIGATION TOTAL TREE CALIPER INCHES 505 TOTAL TREE CALIPER INCHES TO REMAIN 365 TOTAL TREE CALIPER INCHES TO BE REMOVED 140 TOTAL TREE CALIPER INCHES REQUIRED TO BE MITIGATED 40" 'TREES REQUIRING MITIGATION: #304, #305, #347, #348 NOTE: TRESS CANOPY CALCULATIONS ARE APPROXIMATE BASED ON THE LOCATIONS FROM TREE LOCATIONS FROM TREE SURVEY COMBINED WITH AERIAL IMAGERY LEGEND xxx • EXISTING TREE TO REMAIN xxx EXISTING TREE TO BE REMOVED CRITICAL ROOT ZONE EXISTING TREE CANOPY LOD LIMITS OF DISTURBANCE TP TREE PROTECTION FENCE I WV RIM EL=656 TN EL=653.82' WV RIM EL=656 TN EL=653.29' p°. D I AD( HIG e D . i I4 A 1 � Q V I O 0 Know what's below. CITY CASE NUMBER: ZA21-0049 Call before you dig. EVERGREEN DES 1 G N G R O UP (800)680-6630 15455 Dallas Pkwy., Ste 600 Addison, TX 75001 www.EvergreenDesignGroup.com /THE LOCATION OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY THE CONTRACTORS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. CO N E 0 0') 0 U N - c N z � N � N 0-) 0 - cz c 0 LL J p Qz o � O .0 � y ° N C .— 5 U a� 2 Ln V q o X coLL F U w � d Z � � 00 m V) M O#� X U) !_ o -0 +� _ V) V r m Q i Z O N 5 W W TN V J C) z Xw [__ Z Q J -0� wp Q U z O J U) 1 O = LU 1 O e Er 121L w Q z p _j oC CU m r w L0 0 O O T WDSCgpF 2890 STOE ff DATE: 11/29/21 DESIGN DRAWN CHID JWG JWG RM JOB No. 070443-01-001 SHEET TD-1 EX. TE OF! DRAINAG E VOL. 9882, P . D.R.T.C.T. 518" CIRF BURY PARTNERS RED I � \ \ II\ \ \ - Z I I W III W rn Q O 323 Uzi LU I / / 324 OZ I w \ I 11 L0o; VOOz 00 0G �U�z UJaz0LLoW O W n // U�Z 0� 326 p I 1321 Z '4320� 1 I I / 319 EX. 7.5' UTILITY ESMT. / VOL. 388-150, PG. 49, P.R.T.C.T. ; ILL -- I I I I I PROPOSEDLEGEND PROPOSED BUILDING CONCRETE SIDEWALK PROPERTY LINE STD. 6" CONCRETE CURB DIRECTION OF FLOW SPOT ELEVATION MATCH EXISTING EXISTING CONTOUR PROPOSED CONTOUR v e 0 0 2.30% -w� 843.56 ME 843.56 843.56- EXISTING LEGEND -xi IRON ROD WITH CAP FOUND CIRS 5/8 INCH IRON ROD WITH CAP STAMPED "SPOONER 5922" SET IRF IRON ROD FOUND XCF "X" CUT FOUND O.P.R.T.C.T. OFFICIAL PUBLIC RECORDS TARRANT COUNTY, TEXAS D.R.T.C.T. DEED RECORDS TARRANT COUNTY, TEXAS P.R.T.C.T. PLAT RECORDS TARRANT COUNTY, TEXAS CONTROL POINT O PROPERTY CORNER MARKER FOUND - AS NOTED 0 POWER POLE GUY WIRE LIGHT POLE L TELEPHONE RISER GMK GAS MARKER C. TREE (AS DESCRIBED) OW WATER METER DQ WATER VALVE FIRE HYDRANT SO IRRIGATION CONTROL VALVE U SIGN @U UTILITY PULL BOX OHE OVERHEAD ELEC. NG U.G. GAS w U.G. WATER CONCRETE AREA X 555.55 SPOT ELEVATION EC 555.55 EDGE OF CONCRETE ELEVATION GT 555.55 GUTTER ELEVATION TC 555.55 TOP OF CURB ELEVATION TB 555.55 TOP OF BANK ELEVATION TO 555.55 TOE OF BANK ELEVATION SUBJECT PROPERTY LINE - EXISTING EASEMENT LINE BUILDING SETBACK LINE TOP OF BANK TOE OF BANK CENTER OF CREEK CANOPY - COVERED AREA zc;l/ /vt e AINING // //Cp 0. q..(ALL // 0P�5 O Q' 100, / - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - L OWNER LYNBA HOLDINGS, LLC INS. NO. D221138819, O.P.R.T.C.T. L.U.D.= MIXED USE CURRENT ZONING: RE-5 AND AG GRADING & DRAINAGE NOTES INS. NO. D201074257 O.P.R.D.C.T. \ _ 518" IRF� 1 � 1 1 � 1 1 APPROX. LOCATION OF RECIPROCAL ACCESS ESMT. VOL. 14825, PG. 225, OWNER D.R.T.C.T. ^^"^, ENCORE RETAIL ," ^ 1. CONTRACTOR SHALL SAWCUT AND REPAIR 2' INTO THE EXISTING CONCRETE AT ALL DRIVEWAY CONNECTIONS. 2. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF ALL EXISTING UTILITIES (ABOVE AND BELOW GROUND) AS SHOWN ON THESE PLANS ARE APPROXIMATE AND WERE LOCATED BASED ON EITHER VISUAL OBSERVATIONS AT THE SITE, EXISTING SURVEYS, AND/OR FROM UTILITY OWNERS. THE OWNER DOES NOT GUARANTEE THAT EXISTING UTILITY LOCATIONS ARE EXACT. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE THE EXACT LOCATIONS OF EXISTING UTILITIES(ABOVE AND BELOW GROUND) BEFORE BEGINNING ANY CONSTRUCTION. THE CONTRACTOR SHALL CALL APPROPRIATE UTILITY COMPANIES AND THE UTILITIES PROTECTION CENTER AT LEAST 72 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATIONS OF UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY OWNER AND/OR ENGINEER OF ANY UTILITY CONFLICTS WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. 3. EXISTING DRAINAGE STRUCTURES TO BE INSPECTED AND REPAIRED AS NEEDED, AND EXISTING PIPES TO BE CLEANED OUT TO REMOVE ALL SILTS AND DEBRIS. 4. IF ANY EXISTING STRUCTURES TO REMAIN ARE DAMAGED DURING CONSTRUCTION IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO REPAIR AND/OR REPLACE THE EXISTING STRUCTURE AS NECESSARY TO RETURN IT TO EXISTING CONDITIONS OR BETTER. 5. ALL STORM PIPE ENTERING STRUCTURES SHALL BE GROUTED TO ASSURE CONNECTION AT STRUCTURE IS WATERTIGHT. 6. ALL STORM SEWER MANHOLES IN PAVED AREAS SHALL BE FLUSH WITH PAVEMENT, AND SHALL HAVE TRAFFIC BEARING RING AND COVERS. MANHOLES IN UNPAVED AREAS SHALL BE 6" ABOVE FINISH GRADE. LIDS SHALL BE LABELED "STORM SEWER". 7. THE CONTRACTOR SHALL ADHERE TO ALL TERMS AND CONDITIONS AS OUTLINED IN THE GENERAL N.P.D.E.S. PERMIT FOR STORMWATER DISCHARGE ASSOCIATED WITH CONSTRUCTIONS ACTIVITIES. 8. CONTRACTOR SHALL ASSURE POSITIVE DRAINAGE AWAY FROM BUILDING AND FOR ALL NATURAL AND PAVED AREAS. 9. ALL UNSURFACED AREAS DISTURBED BY GRADING OPERATION SHALL RECEIVE 4 INCHES OF TOPSOIL. CONTRACTOR SHALL GRASS DISTURBED AREAS IN ACCORDANCE WITH CITY SPECIFICATIONS UNTIL HEALTHY STAND OF GRASS IS OBTAINED. 10. CONSTRUCTION SHALL COMPLY WITH ALL APPLICABLE GOVERNING CODES AND BE CONSTRUCTED TO SAME. 11. CONTRACTOR TO REVIEW GEOTECHNICAL REPORT PROVIDED BY THE OWNER. 14. CONTRACTOR TO PROVIDE AS-BUILTS OF ALL IMPROVEMENTS TO THE SITE. AS-BUILTS TO INCLUDE HORIZONTAL AND VERTICAL LOCATIONS OF ALL UNDERGROUND UTILITIES INCLUDING, BUT NOT LIMITED TO, PIPES, FITTINGS, STRUCTURES, AND OTHER APPURTENANCES. ELEVATIONS OF PIPES AT CROSSING POINTS MUST BE SUFFICIENT TO IDENTIFY MINIMUM SEPARATION OF UTILITIES. IN ADDITION TO THE AFOREMENTIONED CRITERIA AS-BUILTS MUST MEET ALL LOCAL AND JURISDICTIONAL REQUIREMENTS FOR CERTIFICATION OF CONSTRUCTION. 15. ALL PROPOSED SPOT ELEVATIONS ARE PAVEMENT GRADES, UNLESS OTHERWISE NOTED, TOP OF CURB ELEVATIONS ARE 6 INCH ABOVE ELEVATIONS SHOWN ON THIS PLAN. 16. ALL ELEVATIONS PRESENTED IN THESE PLANS ARE RELATIVE TO THE NORTH AMERICAN VERTICAL DATUM OF NAVD 88. 17. CONTRACTOR TO MAINTAIN V MINIMUM CLEARANCE BETWEEN PIPES. 18. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MANAGING CONSTRUCTION ACTIVITIES TO ENSURE THAT PUBLIC STREETS AND RIGHT-OF-WAYS ARE KEPT CLEAN OF MUD, DUST OR DEBRIS. DUST ABATEMENT SHALL BE MAINTAINED BY ADEQUATE WATERING OF THE SITE BY THE CONTRACTOR. 19. CLEAR AND GRUB WITHIN WORK LIMITS FOR ALL SURFACE VEGETATION, TREES, STUMPS, BRUSH, ROOTS, ETC. DO NOT DAMAGE OR REMOVE TRESS EXCEPT AS APPROVED BY THE ENGINEER OR AS SHOWN ON THE DRAWINGS. PROTECT ALL ROOTS TWO INCHES IN DIAMETER OR LARGER. 20. STRIP WORK LIMITS, REMOVING ALL ORGANIC MATTER WHICH CANNOT BE COMPACTED INTO A STABLE MASS. ALL TRESS, BRUSH, AND DEBRIS ASSOCIATED WITH CLEARING, STRIPPING OR GRADING SHALL BE REMOVED AND DISPOSED OFF SITE BY THE CONTRACTOR. 21. IMMEDIATELY FOLLOWING FINE GRADING OPERATIONS, COMPACT SUBGRADE TO 95% OF MAXIMUM DRY DENSITY PER AASHTO T-180 TEST METHOD (MODIFIED PROCTOR). PROOF ROLLING WITH A LOADED DUMP TRUCK IS A SUITABLE ALTERNATIVE TO THIS PROJECT. 22. ALL EXISTING AND CONSTRUCTED MANHOLES, CLEANOUTS, MONUMENTS, GAS VALVES, WATER VALVES, AND SIMILAR STRUCTURES SHALL BE ADJUSTED TO MATCH FINISH GRADE OF THE PAVEMENT, SIDEWALK, LANDSCAPED AREA, OR MEDIAN STRIP WHEREIN THEY LIE. I I I I EX. 24' WIDE COMMON IIVJ. IVU. ULL 1 IJOO 1.7, O.P.R.T.C.T. _ WV RIM EL=654.04' TN EL=649.57' WV RIM EL=654.13' TN EL=649.37' °57'53 "E 65.12' ■IL'��III C)I°a I II 2" METAL PIPE WV RIM EL=656.34' TN EL=653.82' WV RIM EL=656.41' TN EL=653.29' ADOPT A 11GHWAY SIGN W LOVEGRASSLN �o D �y 0 S TE W W. SOUTHLAKE BLVD. D N N { 0 o < o Um O D m R' MICHAEL DR. VICINITY MAP SCALE: NTS 10 0 I 10 20 SCALE: 1 INCH = 20 FT W z Z 0 L ~ U) E U W o z 0 U > ' w z Q a_ (D _z 0 Q o N 't U 0) N '5 It 75 cn N � � ;�; o N r- � co cz � `0 o LPL J p o IL0 Qz o (D o 0 - 3 ) m 2 cz 3 E X ~ O� Zr° w `~ r\ In ro ® r�0 U � �' 0 6 a- r mQ N O X W z w0 � U Q 0 LU (z D ID O oC 0 > T MJ cr rrW T VJ \ LO QO 0 J O 07 T THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF INTERIM REVIEW, MARK-UP, AND/OR DRAFTING UNDER THE AUTHORITY OF RYAN C. SAFFORD, P.E. ON NOVEMBER 29 2021, IT IS NOT TO BE USED FOR CONSTRUCTION, BIDDING, OR PERMIT PURPOSES. CITY CASE NUMBER: ZA21-0049 0 �I 0 Q Know what's below. Call before you dig. /THE LOCATION OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY THE CONTRACTORS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. DESIGN DRAWN CHKD PK I PK RS JOB No. 070443-01-001 SHEET C4.0 S/ // / �`O� /� /� INS. NO. D201074257 APPROX. LOCATION OF I OWNER / / / ' ;�5 ,� ' O.P.R.D.C.T. RECIPROCALACCESSI I LOT 5R2-R1 KARTHIK & / i' ' l � � �tiA/' PARKER'S CORNER / / / �O 5 / / I INS. NO. D201074257 ASSOCIATES REALTY LLC // // / / ��oo�G�. / �, VOL. D.R.T.C.T. 225 I INS. NO. D218183197, I EX. STATE OF TEXAS REWALL G / ' ' / +Q G� OQ / / OWNER ram/ O.P.R.D.C.T. / / G Q / EX. STATE OF TEXAS O.P.R.T.C.T. DRAINAGE EASEMENT O ENCORE RETAIL / (BRICK) / I EX. 24' WIDE COMMON L.U.D.= MIXED USE / / DEVELOPMENT COMPANY L.P. I DRAINAGE EASEMENT // VOL. 9882, PG. 396, / / / / / I ACCESS EASEMENT VOL. 9882, PG. 396, CURRENT ZONING: S-P-2 �/ D.R.T.C.T. ,/ r // /' / \ /' \ INS. NO. D201078783, I INS. NO. D201074257, D.R.T.C.T. /� / / / / / I O.P.R.T.C.T. L.U.D.= MIXED USE I / I II / i �� I // / / ,� �/' /� ,/ C RRENT ZONING: S-P-2 518" CIRF BURY PARTNERS RED \\ 11 /� , / // / / ----- I / \ -I — — /I / '/' ' I DUMPSTER I T -- SONIC — I 1403 ENCLOSURE CKIOSK OVER (RTCM FI / 335 0. W ai J Q 32�.�.F� / / �5/G� �� C,/ cd o D I _ O W //I 324 /�� ' / / � Gov p� M o O l OZ ��f UOOz �` \ I1` 2Q��\ / 333/j /// co D LL N LIJ La -U O W } z C I I I/ \ 331 /' / / /'' W Q z O W p W 329 334 C A II 326 �c U z 0 / X. 10 -YR F1.00DWAY Q Z U I vj CONNECT TO EXISTING // / PER KPE VGINEERING \ I 10" SEWER LINE , 338 IPLOOD STUDY G��O J Q� \X I 325 OWN (EX. SEWER INVERT TO 322 I \ KARTH BE FIELD VERIFIED) /l ASS6,PIATES Lr. / 340 j I S �09 11 X �\ 3 G I \ IN ENO. }'21 1 11 oe / ��' �'�� r 321 \ I I �O.P.R ..1 \ ��L. 6 MERC AL & � % EXISTING 10" LA /36 , ' 337 ' I I 320 CU SEWER LINE N: S-P 2 339 I ZONE / "l,A4E" 3190 TRACT 1 Z NE / / /// ,/ I 341 1 LOT 5R1-R1 I o / I _11-- g , I ER C) EX. 7.5' UTILITY ESMT. PARKERS CORDI // / � IN . NO. D201074 57 VOL. 388-150, PG. 49, / / P.R.T.C.T. 1 I / / ! / /i / / Il /i O.P.R.T.C.T. 342 \ // EX. 15' UTILITY E14SEMEti 343 �( \ VOL. 388-150, G.49, L — — — / v '�� '642� 643 N89 ° 15'25"W — 44 7.9 1' ------------------------------- ------ —--------------- LOT 4 PARKER'S CORNER OWNER VOL. 388-150, PG. 49 LYNBA HOLDINGS, LLC P.R.T.C.T. INS. NO. D221138819, O.P.R.T.C.T. L.U.D.= MIXED USE I CURRENT ZONING: RE-5 AND AG I I PROPOSEDLEGEND EXISTING LEGEND CIRF PROPOSED BUILDING CIRS CONCRETE SIDEWALK a IRF 4 4 C XCF PROPERTY LINE �.. O.P.R.T.C.1 STD. 6" CONCRETE CURB D.R.T.C.T. WATER LINE W P.R.T.C.T. SANITARY SEWER LINE S S O 0 a GMK C) U OHE NG -W - X 555.55 EC 555.55 GT 555.55 TC 555.55 TB 555.55 TO 555.55 IRON ROD WITH CAP FOUND 5/8 INCH IRON ROD WITH CAP STAMPED "SPOONER 5922" SET IRON ROD FOUND "X" CUT FOUND OFFICIAL PUBLIC RECORDS TARRANT COUNTY, TEXAS DEED RECORDS TARRANT COUNTY, TEXAS PLAT RECORDS TARRANT COUNTY, TEXAS CONTROL POINT PROPERTY CORNER MARKER FOUND - AS NOTED POWER POLE GUY WIRE LIGHT POLE TELEPHONE RISER GAS MARKER TREE (AS DESCRIBED) WATER METER WATER VALVE FIRE HYDRANT IRRIGATION CONTROL VALVE SIGN UTILITY PULL BOX OVERHEAD ELEC. U.G. GAS U.G. WATER CONCRETE AREA SPOT ELEVATION EDGE OF CONCRETE ELEVATION GUTTER ELEVATION TOP OF CURB ELEVATION TOP OF BANK ELEVATION TOE OF BANK ELEVATION SUBJECT PROPERTY LINE EXISTING EASEMENT LINE BUILDING SETBACK LINE TOP OF BANK TOE OF BANK CENTER OF CREEK CANOPY -COVERED AREA UTILITY NOTES — 518" IRF—I 1 1 1 1 1. CONTRACTOR SHALL PROTECT ALL EXISTING UTILITIES AND IS RESPONSIBLE TO REPAIR ANY DAMAGE TO EXISTING UTILITIES DURING CONSTRUCTION AT NO COST TO THE OWNER. 2. ALL UTILITIES ARE SHOWN FROM INFORMATION GATHERED AND SHOULD NOT BE USED AS EXACT. CONTRACTOR SHALL VERIFY EXACT DEPTHS AND LOCATIONS PRIOR TO UTILITY INSTALLATION AND NOTIFY THE ENGINEER OF RECORD IF THERE ARE ANY DEVIATIONS ROM WHAT IS SHOWN ON PLANS. 3. CONTRACTOR SHALL CONTACT THE APPROPRIATE UTILITY COMPANY FOR INSTALLATION AND SPECIFICATION REQUIREMENTS. 4. ALL PIPE MATERIALS SHALL COMPLY WITH LOCAL REGULATIONS. 5. ALL TRENCHING AND BEDDING SHALL BE PER THE UTILITY TRENCH AND BEDDING DETAIL. 6. CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS FOR ALL BUILDING UTILITY TIE INS. 7. THE CONTRACTOR IS TO FIELD VERIFY THE EXACT LOCATIONS AND DEPTHS OF UTILITY LINES. 8. ALL CERTIFICATES AND SHOP DRAWINGS MUST BE SUBMITTED, REVIEWED, AND APPROVED PRIOR TO STARTING CONSTRUCTION. 9. CONTRACTOR TO PROVIDE AS-BUILTS OF ALL IMPROVEMENTS TO THE SITE. AS-BUILTS TO INCLUDE HORIZONTAL AND VERTICAL LOCATIONS OF ALL UNDERGROUND UTILITIES INCLUDING, BUT NOT LIMITED TO, PIPES, FITTINGS, STRUCTURES, AND OTHER APPURTENANCES. ELEVATIONS OF PIPES AT CROSSING POINTS MUST BE SUFFICIENT TO IDENTIFY MINIMUM SEPARATION OF UTILITIES AS DEFINED BY ENGINEER. IN ADDITION TO THE AFOREMENTIONED CRITERIA, AS-BUILTS MUST MEET ALL LOCAL AND JURISDICTIONAL REQUIREMENTS FOR CERTIFICATION OF CONSTRUCT. 10. UNDERGROUND UTILITIES TO BE FIELD VERIFIED IN RIGHT-OF-WAY WORK WITH EXISTING UTILITIES. 11. UTILITY CONNECTIONS ARE SHOWN TO WITHIN 5 FEET OF THE BUILDING. CONTRACTOR TO REFER TO BUILDING PLANS FOR EXACT CONNECTION POINTS ON BUILDING AND VERIFY THAT THERE ARE NO CONFLICTS PRIOR TO START OF CONSTRUCTION.+ 12. ALL EXISTING AND PROPOSED WATER VALVES TYPES AND LOCATIONS ARE TO BE APPROVED BY THE CITY OF SOUTHLAKE PUBLIC WORKS DEPARTMENT. CITY CASE NUMBER: ZA21-0049 _ WV RIM EL=654.04' TN EL=649.57' '-WV RIM EL=654.13' TN EI-=649.37' °57'53 "E 65.12' W ADOPTA HIGHWAY SIGN LOVEGRASSLN �o o� 0 �y 0 W S1 TE W. SOUTHLAKE BLVD. D N N { 0 o < o � Um O D m R' MICHAEL DR. VICINITY MAP 0�4 Know what's below. Cal I before you dig SCALE: NTS 10 0 I 10 20 SCALE: 1 INCH = 20 FT /THE LOCATION OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY, THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY THE CONTRACTORS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. L7 z Z o O F_ 0- U) E U W w cr 0 z 0 LiJ z J_ m O N E O (.0O O O 0 N cb r- c M N •,- It co 5 N N � O N c bs c,s O LL � IL o 0*-0 Qz 3 o c (D 0 o� Y as =3 cn j � N 0 3 c � _ 30 E X co O LL LU `0 o 00 N V) rra M X U E c O 'n mQ N C) X LU Z LU0 � U J C%) 0 LU cz D 1DO oC � A > T _j W T W Ln > Q0 0 J C) T THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF INTERIM REVIEW, MARK-UP, AND/OR DRAFTING UNDER THE AUTHORITY OF RYAN C. SAFFORD, P.E. ON NOVEMBER 29 2021. IT IS NOT TO BE USED FOR CONSTRUCTION, BIDDING, OR PERMIT PURPOSES. DESIGN DRAWN CHKD PK PK RS JOB No. 070443-01-001 SHEET C1.0 OWNER KARTHIK & ASSOCIATES REALTY LLC INS. NO. D218183197, O.P.R.T.C.T. L.U.D.= MIXED USE CURRENT ZONING: S-P-2 RET LOT 5R1-R2 PARKER'S CORNER INS. NO. D201074257 APPROX. LOCATION OF O.P.R.D.C.T. RECIPROCAL ACCESEE ESMT. VOL. 14825, PG. 225, OWNER D.R.T.C.T. ENCORE RETAIL DEVELOPMENT COMPANY, L.P. INS. NO. D201078783, O.P.R.T.C.T. L.U.D.= MIXED USE CURRENT ZONING: S-P-2 EX. 24' WIDE COMM ACCESS EASEMEN INS. NO. 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Height (Ft.) Units Avg Max Min Avg/Min RE-G AG PROPERTY LINE N.A Fc 0.02 0.1 0.0 N.A. SITE 0 Fc 0.70 6.5 0.0 N.A. PARKING + DRIVE THRU Fc 1.57 6.5 0.0 N.A. R L 1ER 1257 EASEMENT PG. 49, OWNER LYNBA HOLDINGS, LLC INS. NO. D221138819, O.P.R.T.C.T. L.U.D.= MIXED USE CURRENT ZONING: RE-5 AND AG LOT 5R1-R2 PARKER'S CORNER INS. NO.0201074257 O.P.R.D.G.T. VOL. 14825, PG. 225, OWNER D.R.T.C.T ENCORE. RETAIL. Ex.24'YVIDE COMM N DEVELOPMENT COMPANY, L.P. ACCESS EASEM INS. NO. D201078783. INS. NO. D"I0742 . O-P. R.T.C.T. O.RR.T.C.T. F - - T - - - - - - - - - - Q a EX 1U' UTILITY EAS 1ENT INS. NO. D2U10742 O.P.R.T,C.T. 4"X4" METAL POST Eb CALLED; 0.93 ACI LYNBA HOLDINGS INS. NO. D221138 a P_R T_C T_