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ZA26-0041-ZSP-2350 W Southlake Blvd PUBLIC HEARING NOTICE ZA26-0041 • Zoning Change and Site Plan for Hunington Southlake on property described as Lot 6R and Lot 1, Block 1, Stonebridge Park and located at 2350 and 2340 W. Southlake Boulevard. • Current Zoning: “S-P-2” Generalized Site Plan District. • Requested Zoning: “S-P-2” Generalized Site Plan District. • Purpose: The purpose of this request is to seek approval of a Zoning Change and Site Plan for a 18,939 SF building to allow “C-2” Local Retail Commercial District Uses on Lot 6R at 2350 W. Southlake Blvd. Dear Property Owner: Your property has been identified as being within 300 feet of the above referenced Zoning Change and Site Plan application. If you wish to register your opposition or support to this case, you may complete the enclosed Notification Response Form and either mail to the Planning & Development Services Department (address listed at the top of notice), email (email listed at the bottom of the notice), or fax a copy to the department (fax number listed at the top of the notice). You are encouraged to follow the requested action through final approval because changes are often made during the review process. Please contact the Planning and Development Services Department if you have any questions: Project Contact: Melissa Burnett, Email: mburnett@ci.southlake.tx.us Dept. Phone: (817) 748-8621 CITY OF SOUTHLAKE PLANNING & DEVELOPMENT SERVICES 1400 Main St.; Suite 310 Southlake, TX 76092 Phone: (817) 748-8621 Fax: (817) 748-8077 www.cityofsouthlake.com Planning and Zoning Commission Thursday, June 18, 2026 6:30 PM Town Hall Council Chambers 1400 Main Street Southlake, Texas Notification Response Form ZA26-0041: Zoning Change and Site Plan for Hunington Southlake Meeting Date: June 18, 2026 Fill out: Owner: _____________________________ Address: ____________________________ City, State, Zip Code: __________________ PLEASE PROVIDE COMPLETED FORMS VIA MAIL, FAX OR HAND DELIVERY BEFORE THE START OF THE SCHEDULED PUBLIC HEARING. Being the owner(s) of the property so noted above, are hereby in favor of opposed to undecided about (circle or underline one) the proposed application referenced above. Space for comments regarding your position: ___________________________________________________________ ___________________________________________________________ ___________________________________________________________ ___________________________________________________________ ___________________________________________________________ Signature: _______________________________________ Date: ______ Additional Signature: _______________________________ Date: ______ Printed Name(s): _____________________________________________ Must be property owner(s). Otherwise contact the Planning Department. One form per property. Phone Number (optional): ______________________________________ Direct questions and mail responses to: City of Southlake Planning & Development Services Notification Response 1400 Main St; Ste 310 Southlake, TX 76092 Phone : (817) 748-8621 S O U T H L A K E BROCKSTONEBRI DGERIVE R OAKS 2301 2325 2335 180 2340 2300 101 2415 109 2417 2419 113 105 2320 170 165 2301 2301 2301 2310 2310 2310 2345 170 190 100 104 112 116 121 2350 150 155 175 101 101 101 101 109 109 120 120 2301 165 165 175 24192419 165 175 175 109 2310 2499 2518 116 116 104 Vicinity Map ¯ 2340 W Southlake Blvd, 2350 W Southlake Blvd ZA26-0041 0 0.02 0.04 0.06 0.080.01 Miles www.Claymooreeng.com 3231 harwood dr 817.281.0572 Bedford, TX 76021 June 4, 2026 City of Southlake 1400 Main Street. Ste. 310 Southlake, Texas 76092 Re: Lot 6R, Block 1, Stonebridge Park – Proposed Permitted Uses and Development Regulations Amendment To whom it may concern, The purpose of this letter is to support the Site Plan Application (ZA26-0041) for the proposed retail development located at 2350 W. Southlake Boulevard in Southlake, Texas. Lot 6R, Block 1 of Stonebridge Park is currently governed by Ordinance No. 480-208a and is part of the S-P-2 Generalized Site Plan District. Under the existing ordinance, C-2 Local Retail Commercial District uses are permitted on the subject property. As part of this application, Claymoore Engineering, the applicant is requesting an amendment to Ordinance No. 480-208a to allow C-3 General Commercial District uses on Lot 6R. This amendment request is being submitted at the direction of City staff following comments received during the zoning site plan review on May 28, 2026. In conclusion, we respectfully request approval of the amendment to Ordinance No. 480-208a to permit C-3 General Commercial District uses on Lot 6R, as depicted on the accompanying Zoning Site Plan exhibit. Sincerely, Clay Cristy, P.E. 647 640641642643644645646 6456466396 4 1 6 4 2644 642643644645647646648648 6 4 9 65065 1 652652650652648640 639 641 642 643 644 638638 636637636 640643 641 642 640 638 637 6396396386386406416426436446456 4 6 64264364 4 639640641642643645 6446466476386 3 9 640 3.68 ACRES 160,148 SQ. FT. LOT 6R BLOCK 1 LOT 1 BLOCK 1 RIVER OAKS ADDITION LOT 2R-1 BLOCK 1 STONEBRIDGE PARK LOT 1 BLOCK 1 STONEBRIDGE PARK SOU T H L A K E B O U L E V A R D STONEBRIDGE LANE LOT 4R-2R BLOCK 1 STONEBRIDGE PARK NO PARKI N G 18,939 SF RETAIL NO PARKINGNOPARKING15' W A T E R LI N E E A S E M E N T 15' DRAINAGE & UTILITY EASEMENT 10' ELECTRIC EASEMENT 10' ELECTRIC EASEMENT ZONING:SP1 - COMM E R C I A L O F F I C E ZONING :SP2 - COMMERC IAL - OFF ICE ZONING :SP2 - COMMERC IAL - OFFICE (4) SO 4" Cal. (1) SO 4" Cal. (4) SO 2" Cal. (1) SO 2" Cal. (1) CE 4" Cal. (4) CE 4" Cal. (1) CE 2" Cal. (1) CE 2" Cal. (2) CE 2" Cal. (6) YP (10) YP (67) BH (29) BH (42) BH (20) BH (8) RY (1) TS (3) DB (3) TS (6) DB SOD SOD PUR PUR PUR PUR PUR PUR (3) RY (3) TS (12) DB (12) YH (4) RY (16) DB (4) TS (6) DB (2) TS (2) RY (3) RY (6) DB (2) TS (4) YH (6) DB (2) TS (2) RY (8) RB (8) CM COL SYMBOL CODE QTY BOTANICAL / COMMON NAME CAL. CANOPY TREES SO 10 Quercus shumardii Shumard Red Oak (50%) 2" Cal. / (50%) 4" Cal. (As Noted on Plan) EXISTING TREES Existing tree to remain SYMBOL CODE QTY BOTANICAL / COMMON NAME CONT.SPACING SHRUBS RY 22 Hesperaloe parviflora Red Yucca 3 GAL 36" OC BH 158 Ilex cornuta `Burfordii Nana` Dwarf Burford Holly 3 GAL 36" OC YH 16 Ilex vomitoria 'Nana' Dwarf Yaupon Holly 3 GAL 36" OC DB 55 Dietes bicolor African Iris 1 GAL 36" OC TS 17 Leucophyllum frutescens 'Compacta' Compact Texas Sage 3 GAL 36" OC SOD/SEED SOD 5,732 sf Cynodon 'TifTuf' TifTuf Hybrid Bermuda Grass PLANT SCHEDULE ACCENT / UNDERSTORY TREES (R.O.W. Bufferyard under OVE) RB 8 Cercis canadensis texensis Texas Redbud Min. 6' Ht. CM 8 Lagerstoemia indica Crape Myrtle Min. 6' Ht. GROUNDCOVER PUR 1,980 sf Euonymus fortunei 'Coloratus' Purple Wintercreeper 4" Cont.36" OC CE 9 Ulmus crassifolia Cedar Elm ACCENT TREES (Interior Landscape) YP 16 Ilex vomitoria Yaupon Min. 6' Ht. (50%) 2" Cal. / (50%) 4" Cal. (As Noted on Plan) SEASONAL COLOR COL 250 sf Varies 4" Cont.12" OC DATENo.REVISIONBYDATE: SHEET Case No. 06/04/2026 CHECKED:CS DRAWN:GL DESIGN:GLHUNINGTON SOUTHLAKESOUTHLAKE BLVD.SOUTHLAKE, TEXAS3231 HARWOOD ROADPHONE: 817.281.0572BEDFORD, TX 76021 WWW.CLAYMOOREENG.COMTEXAS REGISTRATION #14199 ZA26-0041 LANDSCAPE ARCHITECTURE LAND PLANNING · IRRIGATION DESIGN 800.680.6630 www.evergreendesigngroup.com National Presence. Local Expertise. EVERGREEN DESIGN GROUP 06/04/2026 HISTEC CTTESAETSTAIREG 83 O F 4 2 ET XR LDRE CAANDS EP A GAVIN W .LOF S TEDTTHE CONTRACTOR SHALL INSTALL ROOT BARRIERS NEAR ALL NEWLY-PLANTED TREES THAT ARE LOCATED WITHIN FIVE (5) FEET OF PAVING, CURBS, WATER, STORM, OR SANITARY SEWER UTILITIES. 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. ROOT BARRIERS MULCHES AFTER ALL PLANTING IS COMPLETE, CONTRACTOR SHALL INSTALL 2" THICK LAYER OF 1-1/2" SHREDDED WOOD MULCH, NATURAL (UNDYED), OVER LANDSCAPE FABRIC IN ALL PLANTING AREAS (EXCEPT FOR TURF AND SEEDED 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 (SUBJECT TO THE CONDITIONS AND REQUIREMENTS OF THE "GENERAL GRADING AND PLANTING NOTES" AND SPECIFICATIONS). 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.ENSURE THAT THE FINISH GRADE IN SHRUB AREAS IMMEDIATELY ADJACENT TO WALKS AND OTHER WALKING SURFACES, AFTER INSTALLING SOIL AMENDMENTS, IS 3" BELOW THE ADJACENT FINISH SURFACE, IN ORDER TO ALLOW FOR PROPER MULCH DEPTH. TAPER THE SOIL SURFACE TO MEET FINISH GRADE, AS SPECIFIED ON THE GRADING PLANS, AT APPROXIMATELY 18" AWAY FROM THE WALKS. e.ENSURE THAT THE FINISH GRADE IN TURF AREAS IMMEDIATELY ADJACENT TO WALKS AND OTHER WALKING SURFACES, AFTER INSTALLING SOIL AMENDMENTS, IS 1" BELOW THE FINISH SURFACE OF THE WALKS. TAPER THE SOIL SURFACE TO MEET FINISH GRADE, AS SPECIFIED ON THE GRADING PLANS, AT APPROXIMATELY 18" AWAY FROM THE WALKS. 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.CONTRACTOR SHALL PROVIDE AND INSTALL SOLID SOD IN ALL RIGHT-OF-WAYS AND PARKWAYS (UNLESS NOT ALLOWED BY THE LOCAL JURISDICTION) AND SHALL PROVIDE WATERING AND MAINTENANCE UNTIL THE TURF IS ESTABLISHED AND HAS BEEN ACCEPTED BY OWNER. 6.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. 7.AFTER FINAL ACCEPTANCE AT THE END OF THE MAINTENANCE PERIOD, CONTRACTOR IS TO PROVIDE SUGGESTED MAINTENANCE, WATERING SCHEDULE, WEEDING SCHEDULE, AND FERTILIZATION SCHEDULE. 8.SEE SPECIFICATIONS AND DETAILS FOR FURTHER REQUIREMENTS. IRRIGATION CONCEPT 1.AN AUTOMATIC IRRIGATION SYSTEM SHALL BE INSTALLED AND OPERATIONAL BY THE TIME OF FINAL INSPECTION. THE ENTIRE IRRIGATION SYSTEM SHALL BE INSTALLED BY A LICENSED AND QUALIFIED IRRIGATION CONTRACTOR. 2.THE IRRIGATION SYSTEM WILL OPERATE ON POTABLE WATER, AND THE SYSTEM WILL HAVE APPROPRIATE BACKFLOW PREVENTION DEVICES INSTALLED TO PREVENT CONTAMINATION OF THE POTABLE SOURCE. 3.ALL NON-TURF PLANTED AREAS SHALL BE DRIP IRRIGATED. SODDED AND SEEDED AREAS SHALL BE IRRIGATED WITH SPRAY OR ROTOR HEADS AT 100% HEAD-TO-HEAD COVERAGE. 4.ALL PLANTS SHARING SIMILAR HYDROZONE CHARACTERISTICS SHALL BE PLACED ON A VALVE DEDICATED TO PROVIDE THE NECESSARY WATER REQUIREMENTS SPECIFIC TO THAT HYDROZONE. 5.THE IRRIGATION SYSTEM SHALL BE DESIGNED AND INSTALLED, TO THE MAXIMUM EXTENT POSSIBLE, TO CONSERVE WATER BY USING THE FOLLOWING DEVICES AND SYSTEMS: MATCHED PRECIPITATION RATE TECHNOLOGY ON ROTOR AND SPRAY HEADS (WHEREVER POSSIBLE), RAIN SENSORS, AND MULTI-PROGRAM COMPUTERIZED IRRIGATION CONTROLLERS FEATURING SENSORY INPUT CAPABILITIES. PLANTING & 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. LANDSCAPE PLANTING LP-1 Scale 1" = 30' 15'60'30'0' NOTE: PRINTED DRAWING SIZE MAY HAVE CHANGED FROM ORIGINAL. VERIFY SCALE USING BAR SCALE ABOVE.NORTH SITE INFORMATION PERMITTING AUTHORITY:CITY OF SOUTHLAKE, TX ZONING:SP2 - GENERALIZED SITE PLAN LAND USE:(C-3) COMMERCIAL - RETAIL TOTAL SITE AREA:160,148 SF (3.68 ACRES) BUILDING FLOOR AREA:18,939 SF REQUIRED INTERIOR LANDSCAPE AREA:9,470 SF (50% OF BLDG FLOOR AREA) TOTAL PARKING SPACES:112 SPACES BETWEEN BLDG & ROW:32 (29% OF 112) 32 x 20 (20 SF PER PARKING STALL) PARKING LOT PLANTING:REQUIRED PROVIDED 640 SF 3,414 SF 380' - 265' - 406' - 534' - 20' - Bufferyard 'O' None Required 4 ** N/A 3 **16 14 32 Mature Ht. of 3' max 30" o.c. 9,470 SF 9,623 SF 75% 100% 19 19 38 **16 (38 - 22 = 16) 237 237 1,420 1,980 20' - Bufferyard 'O' None Required N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A South property line abuts a Southlake Blvd (FM 1709) requiring Bufferyard "E" per Zoning Ordinance. Bufferyard plant quantities calculated per 100 linear feet and rounded up to meet minimum ordinance requirements. * Canopy Tree Credits: > 75% Critical Root Zone preserved = 12 Credits OR ** Accent Tree Credits: > 75% Critical Root Zone preserved = 22 Credits 2 0 8 None Required None Required None Required None Required N/A N/A N/A N/A N/A N/A N/A N/A 0 6 16 **Overhead Utility line conflict along entire Bufferyard 'O'. (4) required Canopy Trees exchanged for (8) additional Accent Trees.TREE CREDIT TABLE ID COMMON NAME DBH (INCHES) 2315 ELM 8 2316 ELM 6 2324 ELM 10 2329 ELM 8 2331 ELM 8 2332 ELM 6 2336 OAK 20 2337 OAK 16 2364 OAK 8 2365 OAK 6 CANOPY 1 1 2 2 1 1 1 1 1 1 CREDIT ACCENT 2 2 3 3 2 2 2 2 2 2 CREDIT TOTAL 12 22 NOTE: See Tree Preservation Plan for locations of existing trees. Seasonal Color (Sq. Ft.) 190 250 Mature Ht. of 3' max 30" o.c. DATENo.REVISIONBYDATE: SHEET Case No. 06/04/2026 CHECKED:CS DRAWN:GL DESIGN:GLHUNINGTON SOUTHLAKESOUTHLAKE BLVD.SOUTHLAKE, TEXAS3231 HARWOOD ROADPHONE: 817.281.0572BEDFORD, TX 76021 WWW.CLAYMOOREENG.COMTEXAS REGISTRATION #14199 ZA26-0041 LANDSCAPE ARCHITECTURE LAND PLANNING · IRRIGATION DESIGN 800.680.6630 www.evergreendesigngroup.com National Presence. Local Expertise. EVERGREEN DESIGN GROUP 06/04/2026 HISTEC CTTESAETSTAIREG 83 O F 4 2 ET XR LDRE CAANDS EP A GAVIN W .LOF S TEDTGENERAL A.QUALIFICATIONS OF LANDSCAPE CONTRACTOR 1.ALL LANDSCAPE WORK SHOWN ON THESE PLANS SHALL BE PERFORMED BY A SINGLE FIRM SPECIALIZING IN LANDSCAPE PLANTING. 2.A LIST OF SUCCESSFULLY COMPLETED PROJECTS OF THIS TYPE, SIZE AND NATURE MAY BE REQUESTED BY THE OWNER FOR FURTHER QUALIFICATION MEASURES. 3.THE LANDSCAPE CONTRACTOR SHALL HOLD A VALID NURSERY AND FLORAL CERTIFICATE ISSUED BY THE TEXAS DEPARTMENT OF AGRICULTURE, AS WELL AS OPERATE UNDER A COMMERCIAL PESTICIDE APPLICATOR LICENSE ISSUED BY EITHER THE TEXAS DEPARTMENT OF AGRICULTURE OR THE TEXAS STRUCTURAL PEST CONTROL BOARD. B.SCOPE OF WORK 1.WORK COVERED BY THESE SECTIONS INCLUDES THE FURNISHING AND PAYMENT OF ALL MATERIALS, LABOR, SERVICES, EQUIPMENT, LICENSES, TAXES AND ANY OTHER ITEMS THAT ARE NECESSARY FOR THE EXECUTION, INSTALLATION AND COMPLETION OF ALL WORK, SPECIFIED HEREIN AND / OR SHOWN ON THE LANDSCAPE PLANS, NOTES, AND DETAILS. 2.ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH ALL APPLICABLE LAWS, CODES AND REGULATIONS REQUIRED BY AUTHORITIES HAVING JURISDICTION OVER SUCH WORK, INCLUDING ALL INSPECTIONS AND PERMITS REQUIRED BY FEDERAL, STATE AND LOCAL AUTHORITIES IN SUPPLY, TRANSPORTATION AND INSTALLATION OF MATERIALS. 3.THE LANDSCAPE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL UNDERGROUND UTILITY LINES (WATER, SEWER, ELECTRICAL, TELEPHONE, GAS, CABLE, TELEVISION, ETC.) PRIOR TO THE START OF ANY WORK. PRODUCTS A.ALL MANUFACTURED PRODUCTS SHALL BE NEW. B.CONTAINER AND BALLED-AND-BURLAPPED PLANTS: 1.FURNISH NURSERY-GROWN PLANTS COMPLYING WITH ANSI Z60.1-2014. PROVIDE WELL-SHAPED, FULLY BRANCHED, HEALTHY, VIGOROUS STOCK FREE OF DISEASE, INSECTS, EGGS, LARVAE, AND DEFECTS SUCH AS KNOTS, SUN SCALD, INJURIES, ABRASIONS, AND DISFIGUREMENT. ALL PLANTS WITHIN A SPECIES SHALL HAVE SIMILAR SIZE, AND SHALL BE OF A FORM TYPICAL FOR THE SPECIES. ALL TREES SHALL BE OBTAINED FROM SOURCES WITHIN 200 MILES OF THE PROJECT SITE, AND WITH SIMILAR CLIMACTIC CONDITIONS. 2.ROOT SYSTEMS SHALL BE HEALTHY, DENSELY BRANCHED ROOT SYSTEMS, NON-POT-BOUND, FREE FROM ENCIRCLING AND/OR GIRDLING ROOTS, AND FREE FROM ANY OTHER ROOT DEFECTS (SUCH AS J-SHAPED ROOTS). 3.ANY PLANT DEEMED UNACCEPTABLE BY THE LANDSCAPE ARCHITECT OR OWNER SHALL BE IMMEDIATELY REMOVED FROM THE SITE AND SHALL BE REPLACED WITH AN ACCEPTBLE PLANT OF LIKE TYPE AND SIZE AT THE CONTRACTOR'S OWN EXPENSE. ANY PLANTS APPEARING TO BE UNHEALTHY, EVEN IF DETERMINED TO STILL BE ALIVE, SHALL NOT BE ACCEPTED. THE LANDSCAPE ARCHITECT AND OWNER SHALL BE THE SOLE JUDGES AS TO THE ACCEPTABILITY OF PLANT MATERIAL. 4.ALL TREES SHALL BE STANDARD IN FORM, UNLESS OTHERWISE SPECIFIED. TREES WITH CENTRAL LEADERS WILL NOT BE ACCEPTED IF LEADER IS DAMAGED OR REMOVED. PRUNE ALL DAMAGED TWIGS AFTER PLANTING. 5.CALIPER MEASUREMENTS FOR STANDARD (SINGLE TRUNK) TREES SHALL BE AS FOLLOWS: SIX INCHES ABOVE THE ROOT FLARE FOR TREES UP TO AND INCLUDING FOUR INCHES IN CALIPER, AND TWELVE INCHES ABOVE THE ROOT FLARE FOR TREES EXCEEDING FOUR INCHES IN CALIPER. 6.MULTI-TRUNK TREES SHALL BE MEASURED BY THEIR OVERALL HEIGHT, MEASURED FROM THE TOP OF THE ROOT BALL. 7.ANY TREE OR SHRUB SHOWN TO HAVE EXCESS SOIL PLACED ON TOP OF THE ROOT BALL, SO THAT THE ROOT FLARE HAS BEEN COMPLETELY COVERED, SHALL BE REJECTED. C.SOD: PROVIDE WELL-ROOTED SOD OF THE VARIETY NOTED ON THE PLANS. SOD SHALL BE CUT FROM HEALTHY, MATURE TURF WITH SOIL THICKNESS OF 3/4" TO 1". EACH PALLET OF SOD SHALL BE ACCOMPANIED BY A CERTIFICATE FROM SUPPLIER STATING THE COMPOSITION OF THE SOD. D.SEED: PROVIDE BLEND OF SPECIES AND VARIETIES AS NOTED ON THE PLANS, WITH MAXIMUM PERCENTAGES OF PURITY, GERMINATION, AND MINIMUM PERCENTAGE OF WEED SEED AS INDICATED ON PLANS. EACH BAG OF SEED SHALL BE ACCOMPANIED BY A TAG FROM THE SUPPLIER INDICATING THE COMPOSITION OF THE SEED. E.TOPSOIL: SANDY TO CLAY LOAM TOPSOIL, FREE OF STONES LARGER THAN ½ INCH, FOREIGN MATTER, PLANTS, ROOTS, AND SEEDS. F.COMPOST: WELL-COMPOSTED, STABLE, AND WEED-FREE ORGANIC MATTER, pH RANGE OF 5.5 TO 8; MOISTURE CONTENT 35 TO 55 PERCENT BY WEIGHT; 100 PERCENT PASSING THROUGH 3/4-INCH SIEVE; SOLUBLE SALT CONTENT OF 5 TO 10 DECISIEMENS/M; NOT EXCEEDING 0.5 PERCENT INERT CONTAMINANTS AND FREE OF SUBSTANCES TOXIC TO PLANTINGS. NO MANURE OR ANIMAL-BASED PRODUCTS SHALL BE USED. G.FERTILIZER: GRANULAR FERTILIZER CONSISTING OF NITROGEN, PHOSPHORUS, POTASSIUM, AND OTHER NUTRIENTS IN PROPORTIONS, AMOUNTS, AND RELEASE RATES RECOMMENDED IN A SOIL REPORT FROM A QUALIFIED SOIL-TESTING AGENCY (SEE BELOW). H.MULCH: SIZE AND TYPE AS INDICATED ON PLANS, FREE FROM DELETERIOUS MATERIALS AND SUITABLE AS A TOP DRESSING OF TREES AND SHRUBS. I.WEED FABRIC: 5 OUNCE, WOVEN, NEEDLE-PUNCHED FABRIC, SUCH AS DEWITT PRO5 LANDSCAPE FABRIC (OR APPROVED EQUAL). J.TREE STAKING AND GUYING 1.STAKES: 6' LONG GREEN METAL T-POSTS. 2.GUY AND TIE WIRE: ASTM A 641, CLASS 1, GALVANIZED-STEEL WIRE, 2-STRAND, TWISTED, 0.106 INCH DIAMETER. 3.STRAP CHAFING GUARD: REINFORCED NYLON OR CANVAS AT LEAST 1-1/2 INCH WIDE, WITH GROMMETS TO PROTECT TREE TRUNKS FROM DAMAGE. M.STEEL EDGING: PROFESSIONAL STEEL EDGING, 10 GAUGE THICK X 4 INCHES WIDE, FACTORY PAINTED DARK GREEN. ACCEPTABLE MANUFACTURERS INCLUDE COL-MET OR APPROVED EQUAL. N.PRE-EMERGENT HERBICIDES: ANY GRANULAR, NON-STAINING PRE-EMERGENT HERBICIDE THAT IS LABELED FOR THE SPECIFIC ORNAMENTALS OR TURF ON WHICH IT WILL BE UTILIZED. PRE-EMERGENT HERBICIDES SHALL BE APPLIED PER THE MANUFACTURER'S LABELED RATES. METHODS A.SOIL PREPARATION 1.BEFORE STARTING WORK, THE LANDSCAPE CONTRACTOR SHALL VERIFY THAT THE GRADE OF ALL LANDSCAPE AREAS ARE WITHIN +/-0.1' OF FINISH GRADE. THE CONTRACTOR SHALL NOTIFY THE OWNER IMMEDIATELY SHOULD ANY DISCREPANCIES EXIST. 2.SOIL TESTING: a.AFTER FINISH GRADES HAVE BEEN ESTABLISHED, CONTRACTOR SHALL HAVE SOIL SAMPLES TESTED BY AN ESTABLISHED SOIL TESTING LABORATORY FOR THE FOLLOWING: SOIL TEXTURAL CLASS, GENERAL SOIL FERTILITY, pH, ORGANIC MATTER CONTENT, SALT (CEC), LIME, SODIUM ADSORPTION RATIO (SAR) AND BORON CONTENT. EACH SAMPLE SUBMITTED SHALL CONTAIN NO LESS THAN ONE QUART OF SOIL. b.CONTRACTOR SHALL ALSO SUBMIT THE PROJECT'S PLANT LIST TO THE LABORATORY ALONG WITH THE SOIL SAMPLES. c.THE SOIL REPORT PRODUCED BY THE LABORATORY SHALL CONTAIN RECOMMENDATIONS FOR THE FOLLOWING (AS APPROPRIATE): GENERAL SOIL PREPARATION AND BACKFILL MIXES, PRE-PLANT FERTILIZER APPLICATIONS, AND ANY OTHER SOIL RELATED ISSUES. THE REPORT SHALL ALSO PROVIDE A FERTILIZER PROGRAM FOR THE ESTABLISHMENT PERIOD AND FOR LONG-TERM MAINTENANCE. 3.THE CONTRACTOR SHALL INSTALL SOIL AMENDMENTS AND FERTILIZERS PER THE SOILS REPORT RECOMMENDATIONS. ANY CHANGE IN COST DUE TO THE SOIL REPORT RECOMMENDATIONS, EITHER INCREASE OR DECREASE, SHALL BE SUBMITTED TO THE OWNER WITH THE REPORT. 4.FOR BIDDING PURPOSES ONLY, THE SOIL PREPARATION SHALL CONSIST OF THE FOLLOWING: a.TURF: INCORPORATE THE FOLLOWING AMENDMENTS INTO THE TOP 8" OF SOIL BY MEANS OF ROTOTILLING AFTER CROSS-RIPPING: i.NITROGEN STABILIZED ORGANIC AMENDMENT - 4 CU. YDS. PER 1,000 S.F. ii.PREPLANT TURF FERTILIZER (10-20-10 OR SIMILAR, SLOW RELEASE, ORGANIC) - 15 LBS PER 1,000 S.F. iii."CLAY BUSTER" OR EQUAL - USE MANUFACTURER'S RECOMMENDED RATE b.TREES, SHRUBS, AND PERENNIALS: INCORPORATE THE FOLLOWING AMENDMENTS INTO THE TOP 8" OF SOIL BY MEANS OF ROTOTILLING AFTER CROSS-RIPPING: i.NITROGEN STABILIZED ORGANIC AMENDMENT - 4 CU. YDS. PER 1,000 S.F. ii.12-12-12 FERTILIZER (OR SIMILAR, ORGANIC, SLOW RELEASE) - 10 LBS. PER CU. YD. iii."CLAY BUSTER" OR EQUAL - USE MANUFACTURER'S RECOMMENDED RATE iv.IRON SULPHATE - 2 LBS. PER CU. YD. 5.CONTRACTOR SHALL ENSURE THAT THE GRADE IN SOD AREAS SHALL BE 1" BELOW FINISH GRADE BEFORE INSTALLING SOIL AMENDMENTS, AND 2" BELOW FINISH GRADE IN SHRUB AREAS BEFORE INSTALLING SOIL AMENDMENTS. MULCH COVER WITHIN 6" OF CONCRETE WALKS AND CURBS SHALL NOT PROTRUDE ABOVE THE FINISH SURFACE OF THE WALKS AND CURBS. MULCH COVER WITHIN 12" OF WALLS SHALL BE AT LEAST 3" LOWER THAN THE TOP OF WALL. 6.ONCE SOIL PREPARATION IS COMPLETE, THE LANDSCAPE CONTRACTOR SHALL ENSURE THAT THERE ARE NO DEBRIS, TRASH, OR STONES LARGER THAN 1" REMAINING IN THE TOP 6" OF SOIL. B.GENERAL PLANTING 1.REMOVE ALL NURSERY TAGS AND STAKES FROM PLANTS. 2.EXCEPT IN AREAS TO BE PLANTED WITH ORNAMENTAL GRASSES, APPLY PRE-EMERGENT HERBICIDES AT THE MANUFACTURER'S RECOMMENDED RATE. 3.TRENCHING NEAR EXISTING TREES: a.CONTRACTOR SHALL NOT DISTURB ROOTS 1-1/2" AND LARGER IN DIAMETER WITHIN THE CRITICAL ROOT ZONE (CRZ) OF EXISTING TREES, AND SHALL EXERCISE ALL POSSIBLE CARE AND PRECAUTIONS TO AVOID INJURY TO TREE ROOTS, TRUNKS, AND BRANCHES. THE CRZ IS DEFINED AS A CIRCULAR AREA EXTENDING OUTWARD FROM THE TREE TRUNK, WITH A RADIUS EQUAL TO 1' FOR EVERY 1" OF TRUNK DIAMETER-AT-BREAST-HEIGHT (4.5' ABOVE THE AVERAGE GRADE AT THE TRUNK). b.ALL EXCAVATION WITHIN THE CRZ SHALL BE PERFORMED USING HAND TOOLS. NO MACHINE EXCAVATION OR TRENCHING OF ANY KIND SHALL BE ALLOWED WITHIN THE CRZ. c.ALTER ALIGNMENT OF PIPE TO AVOID TREE ROOTS 1-1/2" AND LARGER IN DIAMETER. WHERE TREE ROOTS 1-1/2" AND LARGER IN DIAMETER ARE ENCOUNTERED IN THE FIELD, TUNNEL UNDER SUCH ROOTS. WRAP EXPOSED ROOTS WITH SEVERAL LAYERS OF BURLAP AND KEEP MOIST. CLOSE ALL TRENCHES WITHIN THE CANOPY DRIP LINES WITHIN 24 HOURS. d.ALL SEVERED ROOTS SHALL BE HAND PRUNED WITH SHARP TOOLS AND ALLOWED TO AIR-DRY. DO NOT USE ANY SORT OF SEALERS OR WOUND PAINTS. C.TREE PLANTING 1.TREE PLANTING HOLES SHALL BE EXCAVATED TO MINIMUM WIDTH OF TWO TIMES THE WIDTH OF THE ROOTBALL, AND TO A DEPTH EQUAL TO THE DEPTH OF THE ROOTBALL LESS TWO TO FOUR INCHES. 2.SCARIFY THE SIDES AND BOTTOM OF THE PLANTING HOLE PRIOR TO THE PLACEMENT OF THE TREE. REMOVE ANY GLAZING THAT MAY HAVE BEEN CAUSED DURING THE EXCAVATION OF THE HOLE. 3.FOR CONTAINER AND BOX TREES, TO REMOVE ANY POTENTIALLY GIRDLING ROOTS AND OTHER ROOT DEFECTS, THE CONTRACTOR SHALL SHAVE A 1" LAYER OFF OF THE SIDES AND BOTTOM OF THE ROOTBALL OF ALL TREES JUST BEFORE PLACING INTO THE PLANTING PIT. DO NOT "TEASE" ROOTS OUT FROM THE ROOTBALL. 4.INSTALL THE TREE ON UNDISTURBED SUBGRADE SO THAT THE TOP OF THE ROOTBALL IS TWO TO FOUR INCHES ABOVE THE SURROUNDING GRADE. 5.BACKFILL THE TREE HOLE UTILIZING THE EXISTING TOPSOIL FROM ON-SITE. ROCKS LARGER THAN 1" DIA. AND ALL OTHER DEBRIS SHALL BE REMOVED FROM THE SOIL PRIOR TO THE BACKFILL. SHOULD ADDITIONAL SOIL BE REQUIRED TO ACCOMPLISH THIS TASK, USE STORED TOPSOIL FROM ON-SITE OR IMPORT ADDITIONAL TOPSOIL FROM OFF-SITE AT NO ADDITIONAL COST TO THE OWNER. IMPORTED TOPSOIL SHALL BE OF SIMILAR TEXTURAL CLASS AND COMPOSITION IN THE ON-SITE SOIL. 6.THE TOTAL NUMBER OF TREE STAKES (BEYOND THE MINIMUMS LISTED BELOW) WILL BE LEFT TO THE LANDSCAPE CONTRACTOR'S DISCRETION. SHOULD ANY TREES FALL OR LEAN, THE LANDSCAPE CONTRACTOR SHALL STRAIGHTEN THE TREE, OR REPLACE IT SHOULD IT BECOME DAMAGED. TREE STAKING SHALL ADHERE TO THE FOLLOWING GUIDELINES: a.1"-2" TREES TWO STAKES PER TREE b.2-1/2"-4" TREES THREE STAKES PER TREE c.TREES OVER 4" CALIPER GUY AS NEEDED d.MULTI-TRUNK TREES THREE STAKES PER TREE MINIMUM, QUANTITY AND POSITIONS AS NEEDED TO STABILIZE THE TREE 7.UPON COMPLETION OF PLANTING, CONSTRUCT AN EARTH WATERING BASIN AROUND THE TREE. COVER THE INTERIOR OF THE TREE RING WITH THE WEED BARRIER CLOTH AND TOPDRESS WITH MULCH (TYPE AND DEPTH PER PLANS). D.SHRUB, PERENNIAL, AND GROUNDCOVER PLANTING 1.DIG THE PLANTING HOLES TWICE AS WIDE AND 2" LESS DEEP THAN EACH PLANT'S ROOTBALL. INSTALL THE PLANT IN THE HOLE. BACKFILL AROUND THE PLANT WITH SOIL AMENDED PER SOIL TEST RECOMMENDATIONS. 2.INSTALL THE WEED BARRIER CLOTH, OVERLAPPING IT AT THE ENDS. UTILIZE STEEL STAPLES TO KEEP THE WEED BARRIER CLOTH IN PLACE. 3.WHEN PLANTING IS COMPLETE, INSTALL MULCH (TYPE AND DEPTH PER PLANS) OVER ALL PLANTING BEDS, COVERING THE ENTIRE PLANTING AREA. E.SODDING 1.SOD VARIETY TO BE AS SPECIFIED ON THE LANDSCAPE PLAN. 2.LAY SOD WITHIN 24 HOURS FROM THE TIME OF STRIPPING. DO NOT LAY IF THE GROUND IS FROZEN. 3.LAY THE SOD TO FORM A SOLID MASS WITH TIGHTLY FITTED JOINTS. BUTT ENDS AND SIDES OF SOD STRIPS - DO NOT OVERLAP. STAGGER STRIPS TO OFFSET JOINTS IN ADJACENT COURSES. 4.ROLL THE SOD TO ENSURE GOOD CONTACT OF THE SOD'S ROOT SYSTEM WITH THE SOIL UNDERNEATH. 5.WATER THE SOD THOROUGHLY WITH A FINE SPRAY IMMEDIATELY AFTER PLANTING TO OBTAIN AT LEAST SIX INCHES OF PENETRATION INTO THE SOIL BELOW THE SOD. G.CLEAN UP 1.DURING LANDSCAPE PREPARATION AND PLANTING, KEEP ALL PAVEMENT CLEAN AND ALL WORK AREAS IN A NEAT, ORDERLY CONDITION. 2.DISPOSED LEGALLY OF ALL EXCAVATED MATERIALS OFF THE PROJECT SITE. H.INSPECTION AND ACCEPTANCE 1.UPON COMPLETION OF THE WORK, THE LANDSCAPE CONTRACTOR SHALL PROVIDE THE SITE CLEAN, FREE OF DEBRIS AND TRASH, AND SUITABLE FOR USE AS INTENDED. THE LANDSCAPE CONTRACTOR SHALL THEN REQUEST AN INSPECTION BY THE OWNER TO DETERMINE FINAL ACCEPTABILITY. 2.WHEN THE INSPECTED PLANTING WORK DOES NOT COMPLY WITH THE CONTRACT DOCUMENTS, THE LANDSCAPE CONTRACTOR SHALL REPLACE AND/OR REPAIR THE REJECTED WORK TO THE OWNER'S SATISFACTION WITHIN 24 HOURS. 3.THE LANDSCAPE MAINTENANCE PERIOD WILL NOT COMMENCE UNTIL THE LANDSCAPE WORK HAS BEEN RE-INSPECTED BY THE OWNER AND FOUND TO BE ACCEPTABLE. AT THAT TIME, A WRITTEN NOTICE OF FINAL ACCEPTANCE WILL BE ISSUED BY THE OWNER, AND THE MAINTENANCE AND GUARANTEE PERIODS WILL COMMENCE. I.LANDSCAPE MAINTENANCE 1.THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR THE MAINTENANCE OF ALL WORK SHOWN ON THESE PLANS FOR 90 DAYS BEYOND FINAL ACCEPTANCE OF ALL LANDSCAPE WORK BY THE OWNER. LANDSCAPE MAINTENANCE SHALL INCLUDE WEEKLY SITE VISITS FOR THE FOLLOWING ACTIONS (AS APPROPRIATE): PROPER PRUNING, RESTAKING OF TREES, RESETTING OF PLANTS THAT HAVE SETTLED, MOWING AND AERATION OF LAWNS, WEEDING, RESEEDING AREAS WHICH HAVE NOT GERMINATED WELL, TREATING FOR INSECTS AND DISEASES,REPLACEMENT OF MULCH, REMOVAL OF LITTER, REPAIRS TO THE IRRIGATION SYSTEM DUE TO FAULTY PARTS AND/OR WORKMANSHIP, AND THE APPROPRIATE WATERING OF ALL PLANTINGS. THE LANDSCAPE CONTRACTOR SHALL MAINTAIN THE IRRIGATION SYSTEM IN PROPER WORKING ORDER, WITH SCHEDULING ADJUSTMENTS BY SEASON TO MAXIMIZE WATER CONSERVATION. 2. SHOULD SEEDED AND/OR SODDED AREAS NOT BE COVERED BY AN AUTOMATIC IRRIGATION SYSTEM, THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR WATERING THESE AREAS AND OBTAINING A FULL, HEALTHY STAND OF GRASS AT NO ADDITIONAL COST TO THE OWNER. 3.TO ACHIEVE FINAL ACCEPTANCE AT THE END OF THE MAINTENANCE PERIOD, ALL OF THE FOLLOWING CONDITIONS MUST OCCUR: a.THE LANDSCAPE SHALL SHOW ACTIVE, HEALTHY GROWTH (WITH EXCEPTIONS MADE FOR SEASONAL DORMANCY). ALL PLANTS NOT MEETING THIS CONDITION SHALL BE REJECTED AND REPLACED BY HEALTHY PLANT MATERIAL PRIOR TO FINAL ACCEPTANCE. b.ALL HARDSCAPE SHALL BE CLEANED PRIOR TO FINAL ACCEPTANCE. c.SODDED AREAS MUST BE ACTIVELY GROWING AND MUST REACH A MINIMUM HEIGHT OF 1 1/2 INCHES BEFORE FIRST MOWING. HYDROMULCHED AREAS SHALL SHOW ACTIVE, HEALTHY GROWTH. BARE AREAS LARGER THAN TWELVE SQUARE INCHES MUST BE RESODDED OR RESEEDED (AS APPROPRIATE) PRIOR TO FINAL ACCEPTANCE. ALL SODDED TURF SHALL BE NEATLY MOWED. J.WARRANTY PERIOD, PLANT GUARANTEE AND REPLACEMENTS 1.THE LANDSCAPE CONTRACTOR SHALL GUARANTEE ALL TREES, SHRUBS, PERENNIALS, SOD, SEEDED/HYDROMULCHED AREAS, AND IRRIGATION SYSTEMS FOR A PERIOD OF ONE YEAR FROM THE DATE OF THE OWNER'S FINAL ACCEPTANCE (90 DAYS FOR ANNUAL PLANTS). THE CONTRACTOR SHALL REPLACE, AT HIS OWN EXPENSE AND TO THE SATISFACTION OF THE OWNER, ANY PLANTS WHICH DIE IN THAT TIME, OR REPAIR ANY PORTIONS OF THE IRRIGATION SYSTEM WHICH OPERATE IMPROPERLY. 2.AFTER THE INITIAL MAINTENANCE PERIOD AND DURING THE GUARANTEE PERIOD, THE LANDSCAPE CONTRACTOR SHALL ONLY BE RESPONSIBLE FOR REPLACEMENT OF PLANTS WHEN PLANT DEATH CANNOT BE ATTRIBUTED DIRECTLY TO OVERWATERING OR OTHER DAMAGE BY HUMAN ACTIONS. K.PROVIDE A MINIMUM OF (2) COPIES OF RECORD DRAWINGS TO THE OWNER UPON COMPLETION OF WORK. A RECORD DRAWING IS A RECORD OF ALL CHANGES THAT OCCURRED IN THE FIELD AND THAT ARE DOCUMENTED THROUGH CHANGE ORDERS, ADDENDA, OR CONTRACTOR/CONSULTANT DRAWING MARKUPS. PLANTING SPECIFICATIONS PLANTING AT PARKING AREA SCALE: NOT TO SCALEB DISTANCE PER PLAN 24" MIN. TO EDGE OF MATURE CANOPY 2 3 41 1 CURB. 2 MULCH LAYER. 3 PLANT. 4 TURF (WHERE SHOWN ON PLAN). STEEL EDGING SCALE: NOT TO SCALEC 1 ROLLED-TOP STEEL EDGING PER PLANS. 2 TAPERED STEEL STAKES. 3 MULCH, TYPE AND DEPTH PER PLANS. NOTES: 1)INSTALL EDGING SO THAT STAKES WILL BE ON INSIDE OF PLANTING BED. 2)BOTTOM OF EDGING SHALL BE BURIED A MINIMUM OF 1" BELOW FINISH GRADE. 3)TOP OF MULCH SHALL BE 1" LOWER THAN TOP OF EDGING. 1 2 3 4 4 FINISH GRADE. 4 X 2X 3 2 1 5 6 7 4 1 2 3 SHRUB, PERENNIAL, OR ORNAMENTAL GRASS. MULCH, TYPE AND DEPTH PER PLANS. PLACE NO MORE THAN 1" OF MULCH WITHIN 6" OF PLANT CENTER. FINISH GRADE. BACKFILL. AMEND AND FERTILIZE ONLY AS RECOMMENDED IN SOIL FERTILITY ANALYSIS. ROOT BALL. UNDISTURBED NATIVE SOIL. 3" HIGH EARTHEN WATERING BASIN. 5 6 7 SHRUB AND GROUNDCOVER PLANTING SCALE: NTSE 8 WEED FABRIC UNDER MULCH. 8 TREE PLANTING SCALE: NOT TO SCALEA 5 6 7 4 1 8 9 11 10 12 PREVAILING WINDS NOTES: 1.SCARIFY SIDES OF PLANTING PIT PRIOR TO SETTING TREE. 2.REMOVE EXCESS SOIL APPLIED ON TOP OF THE ROOTBALL THAT COVERS THE ROOT FLARE. THE PLANTING HOLE DEPTH SHALL BE SUCH THAT THE ROOTBALL RESTS ON UNDISTURBED SOIL, AND THE ROOT FLARE IS 2"-4" ABOVE FINISH GRADE. 3.FOR B&B TREES, CUT OFF BOTTOM 1/3 OF WIRE BASKET BEFORE PLACING TREE IN HOLE, CUT OFF AND REMOVE REMAINDER OF BASKET AFTER TREE IS SET IN HOLE, REMOVE ALL NYLON TIES, TWINE, ROPE, AND OTHER PACKING MATERIAL. REMOVE AS MUCH BURLAP FROM AROUND ROOTBALL AS IS PRACTICAL. 4.REMOVE ALL NURSERY STAKES AFTER PLANTING. 5.FOR TREES 36" BOX/2.5" CAL. AND LARGER, USE THREE STAKES OR DEADMEN (AS APPROPRIATE), SPACED EVENLY AROUND TREE. 6.STAKING SHALL BE TIGHT ENOUGH TO PREVENT TRUNK FROM BENDING, BUT LOOSE ENOUGH TO ALLOW SOME TRUNK MOVEMENT IN WIND. 1 2 3 TREE CANOPY. CINCH-TIES (24" BOX/2" CAL. TREES AND SMALLER) OR 12 GAUGE GALVANIZED WIRE WITH NYLON TREE STRAPS AT TREE AND STAKE (36" BOX/2.5" CAL. TREES AND LARGER). SECURE TIES OR STRAPS TO TRUNK JUST ABOVE LOWEST MAJOR BRANCHES. GREEN STEEL T-POSTS. EXTEND POSTS 12" MIN. INTO UNDISTURBED SOIL. 24" X 3/4" P.V.C. MARKERS OVER WIRES. PRESSURE-TREATED WOOD DEADMAN, TWO PER TREE (MIN.). BURY OUTSIDE OF PLANTING PIT AND 18" MIN. INTO UNDISTURBED SOIL. MULCH, TYPE AND DEPTH PER PLANS. DO NOT PLACE MULCH WITHIN 6" OF TRUNK. FINISH GRADE. BACKFILL. AMEND AND FERTILIZE ONLY AS RECOMMENDED IN SOIL FERTILITY ANALYSIS. ROOT BALL. UNDISTURBED NATIVE SOIL. 4" HIGH EARTHEN WATERING BASIN. TRUNK FLARE. CONIFEROUS TREE PREVAILING WINDS STAKING EXAMPLES (PLAN VIEW) 2 4 6 7 8 9 10 11 1 4 3X ROOTBALL DIA. 5 2 3 5 12 NON-CONIFEROUS TREE 13 13 FINISH GRADE. ROOT BARRIER - PLAN VIEW SCALE: NOT TO SCALED TYPICAL CURB AND GUTTER TYPICAL PLANTING AREA LINEAR ROOT BARRIER MATERIAL. SEE PLANTING NOTES FOR TYPE AND MANUFACTURER. INSTALL PER MANUFACTURER'S SPECIFICATIONS. TREE CANOPY TREE TRUNK TYPICAL WALKWAY OR PAVING1 2 3 4 5 6 1 4 2 3 5 65'5'5'5'OPEN LANDSCAPE TO 10' PARKWAY OR ISLAND NOTES: 1)INSTALL ROOT BARRIERS NEAR ALL NEWLY-PLANTED TREES THAT ARE LOCATED WITHIN FIVE (5) FEET OF PAVING OR CURBS. 2)BARRIERS SHALL BE LOCATED IMMEDIATELY ADJACENT TO HARDSCAPE. UNDER NO CIRCUMSTANCES SHALL THE CONTRACTOR USE ROOT BARRIERS OF A TYPE THAT COMPLETELY ENCIRCLE THE ROOTBALL. PLANT SPACING SCALE: NTSF PLANT CENTER (TYP.)EQUALEQUALEQUALEDGE OF PLANTING AREA EQUAL NOTE: ALL PLANTS SHALL BE PLANTED AT EQUAL TRIANGULAR SPACING (EXCEPT WHERE SHOWN ON PLANS AS INFORMAL GROUPINGS). REFER TO PLANT LEGEND FOR SPACING DISTANCE BETWEEN PLANTS. 1) STEP 1: DETERMINE TOTAL PLANTS FOR THE AREA WITH THE FOLLOWING FORMULA: TOTAL AREA / AREA DIVIDER = TOTAL PLANTS PLANT SPACING AREA DIVIDER PLANT SPACING AREA DIVIDER 6"0.22 18"1.95 8"0.39 24"3.46 10"0.60 30"5.41 12"0.87 36"7.79 15"1.35 2) STEP 2: SUBTRACT THE ROW (S) OF PLANTS THAT WOULD OCCUR AT THE EDGE OF THE PLANTED AREA WITH THE FOLLOWING FORMULA: TOTAL PERIMETER LENGTH / PLANT SPACING = TOTAL PLANT SUBTRACTION EXAMPLE: PLANTS AT 18" O.C. IN 100 SF PLANTING AREA, 40 LF PERIMETER STEP 1: 100 SF/1.95 = 51 PLANTS STEP 2: 51 PLANTS - (40 LF / 1.95 = 21 PLANTS) = 30 PLANTS TOTAL LANDSCAPE DETAILS & SPECIFICATIONS LP-2 647 640641642643644645646 6456466396 4 1 6 4 2644 642643644645647646648648 6 4 9 65065 1 652652650652648640 639 641 642 643 644 638638 636637636 640643 641 642 640 638 637 6396396386386406416426436446456 4 6 64264364 4 639640641642643645 6446466476386 3 9 640 3.68 ACRES 160,148 SQ. FT. LOT 6R BLOCK 1 JESSE G. A L L E N S U R V E Y , ABSTRACT N O . 1 8 LOT 1 BLOCK 1 RIVER OAKS ADDITION LOT 2R-1 BLOCK 1 STONEBRIDGE PARK LOT 1 BLOCK 1 STONEBRIDGE PARK SOU T H L A K E B O U L E V A R D STONEBRIDGE LANE CONCRETE RETAINING WALL CONCRETE RETAINING WALL 12.0'12.0'NON-SHADED ZONE "X" ZONE "AE" ZONE "AE FLOODWAY" NON-SHADED ZONE "X" BRICK DUMPSTER WALL LOT 4R-2R BLOCK 1 STONEBRIDGE PARK 2467 2466 2465 2464 2463 2462 2461 2460 2459 2458 2457 2456 2455 2454 2453 2452 2451 2450 2449 24482447 2446 2445 2444 2443 2442 24412440 2439 24382437 2436 2435 2434 2433 2432 2431 2430 2429 2428 2427 2426 2425 2424 2423 2422 2421 2420 2419 2418 2417 2416 241524142413 2412 2411 2410 2409 2408 2407 2406 2405 2404 24022401 2400 2399 2398 2397 239623952394 2393 2392 2391 2390 2389 2388 2387 2386 2385 2384 2383 2382 2381 2380 2379 2378 2377 2376 2375 2374 2373 2372 2371 2370 2369 2368 2367 2366 2365 2364 2363 2362 2361 2360 2359 2358 23572356 2355 2354 2353 2352 2351 2350 2349 2348 2347 2346 2345 2344 2343 2342 2341 2340 2339 2338 2337 2336 2335 2334 2333 2332 2331 2330 2329 2328 2327 2326 2325 2324 2323 2322 2321 2320 2319 2318 2317 2316 2315 2314 2313 APPROXIMATE LOCATION OF CREEK NO PARKI N G 18,939 SF RETAIL NO PARKINGNOPARKING15' W A T E R LI N E E A S E M E N T 15' DRAINAGE & UTILITY EASEMENT 10' ELECTRIC EASEMENT 10' ELECTRIC EASEMENT ZONING:SP1 - COMM E R C I A L O F F I C E ZONING :SP2 - COMMERC IAL - OFF ICE ZONING :SP2 - COMMERC IAL - OFF ICE x x xxxxx x x x xxxxx x x LEGEND Existing Tree Canopy to Remain - 45,097 SF x Existing Tree Canopy to be Removed - 6,150 SF Existing Tree to be Removed Existing Tree to Remain Tree Protection Fence (Diagrammatic) Indicates Tree ID Numberxxxx DATENo.REVISIONBYDATE: SHEET Case No. 06/04/2026 CHECKED:CS DRAWN:GL DESIGN:GLHUNINGTON SOUTHLAKESOUTHLAKE BLVD.SOUTHLAKE, TEXAS3231 HARWOOD ROADPHONE: 817.281.0572BEDFORD, TX 76021 WWW.CLAYMOOREENG.COMTEXAS REGISTRATION #14199 ZA26-0041 LANDSCAPE ARCHITECTURE LAND PLANNING · IRRIGATION DESIGN 800.680.6630 www.evergreendesigngroup.com National Presence. Local Expertise. EVERGREEN DESIGN GROUP 06/04/2026 HISTEC CTTESAETSTAIREG 83 O F 4 2 ET XR LDRE CAANDS EP A GAVIN W .LOF S TEDTTREE CONSERVATION PLAN TC-1 Scale 1" = 30' 15'60'30'0' NOTE: PRINTED DRAWING SIZE MAY HAVE CHANGED FROM ORIGINAL. VERIFY SCALE USING BAR SCALE ABOVE. NORTH EXISTING TREE CANOPY AND CALIPER CALCULATIONS TOTAL SITE AREA 160,148 SF TOTAL SITE CANOPY 51,247 SF PERCENTAGE OF EXISTING CANOPY ON ENTIRE SITE 32% PERCENTAGE OF EXISTING CANOPY REQUIRED TO REMAIN 60% TOTAL EXISTING SITE CANOPY TO REMAIN 45,097 SF PERCENTAGE OF REQUIRED EXISTING CANOPY TO REMAIN 88% TOTAL CALIPER INCHES ON SITE 1,776 TOTAL CALIPER INCHES TO BE REMOVED 182 TOTAL CALIPER TO REMAIN 1,594 TOTAL CALIPER INCHES TO BE MITIGATED FOR 0 TREE TABLE ID COMMON NAME DBH (INCHES) 2313 ELM 8 2314 ELM 10 2315 ELM 8 2316 ELM 6 2317 ELM 12 2318 ELM 6 2319 ELM 6 2320 ELM 6 2321 ELM 10 2322 ELM 8 2323 ELM 12 2324 ELM 10 2325 ELM 12 2326 HACKBERRY 8 2327 OSAGE ORANGE 12 2328 HACKBERRY 10 2329 ELM 8 2330 ELM 6 2331 ELM 8 2332 ELM 6 2333 ELM 10 2334 ELM 36 2335 OAK 16 2336 OAK 20 2337 OAK 16 2338 OAK 14 2339 CEDAR 18 2340 CEDAR 14 2341 CEDAR 12 2342 CEDAR 12 2343 OAK 12 2344 OAK 24 2345 CEDAR 24 2346 HACKBERRY 6 2347 ELM 16 2348 ELM 14 2349 CEDAR 12 2350 ELM 12 2351 ELM 18 2352 CEDAR 12 2353 ELM 8 2354 ELM 12 2355 CEDAR 6 2356 OAK 30 2357 CEDAR 8 2358 ELM 8 2359 CEDAR 6 2360 OAK 18 2361 CEDAR 8 2362 OAK 18 2363 CEDAR 12 2364 OAK 8 2365 OAK 6 2366 OAK 24 2367 OAK 24 2368 ELM 8 2369 ELM 6 2370 ELM 12 2371 ELM 14 2372 CEDAR 12 2373 CEDAR 20 2374 CEDAR 18 2375 ELM 10 2376 CEDAR 16 2377 ELM 18 2378 ELM 20 2379 ELM 6 2380 OAK 6 2381 ELM 6 2382 ELM 10 2383 OAK 12 2384 CEDAR 10 2385 ELM 20 2386 ELM 12 2387 HACKBERRY 6 2388 CEDAR 6 2389 CEDAR 12 TREE TABLE ID COMMON NAME DBH (INCHES) 2390 CEDAR 8 2391 CEDAR 8 2392 CEDAR 10 2393 CEDAR 8 2394 CEDAR 8 2395 CEDAR 8 2396 CEDAR 8 2397 CEDAR 10 2398 CEDAR 10 2399 ELM 6 2400 CEDAR 8 2401 CEDAR 6 2402 CEDAR 8 2404 CEDAR 6 2405 CEDAR 8 2406 CEDAR 10 2407 ELM 12 2408 CEDAR 14 2409 CEDAR 18 2410 ELM 6 2411 ELM 6 2412 CEDAR 6 2413 CEDAR 12 2414 CEDAR 10 2415 CEDAR 8 2416 CEDAR 10 2417 CEDAR 12 2418 CEDAR 10 2419 CEDAR 12 2420 CEDAR 12 2421 CEDAR 14 2422 CEDAR 10 2423 CEDAR 12 2424 ELM 8 2425 CEDAR 14 2426 ELM 10 2427 WILLOW 12 2428 WILLOW 16 2429 WILLOW 10 2430 WILLOW 8 2431 ELM 10 2432 ELM 12 2433 ELM 10 2434 ELM 8 2435 CEDAR 14 2436 CEDAR 12 2437 ELM 14 2438 HACKBERRY 10 2439 HACKBERRY 8 2440 HACKBERRY 8 2441 HACKBERRY 6 2442 HACKBERRY 8 2443 ELM 12 2444 ELM 12 2445 ELM 14 2446 ELM 20 2447 ELM 10 2448 ELM 14 2449 ELM 10 2450 ELM 20 2451 ELM 12 2452 ELM 12 2453 ELM 12 2454 ELM 8 2455 HACKBERRY 16 2456 OAK 12 2457 OAK 12 2458 OAK 10 2459 OAK 8 2460 OAK 12 2461 OAK 10 2462 ELM 16 2463 ELM 14 2464 ELM 10 2465 OAK 10 2466 ELM 16 2467 ELM 12 CREDITCANOPY 1 1 2 2 1 1 1 1 1 1 CREDIT ACCENT 2 2 3 3 2 2 2 2 2 2 CREDIT TOTAL 12 22 STATUS STATUS REMOVE REMOVE REMOVE REMOVE REMOVE REMOVE REMOVE REMOVE REMOVE REMOVE REMOVE REMOVE REMOVE REMOVE REMOVE REMAIN REMAIN REMAIN REMAIN REMAIN REMAIN REMAIN REMAIN REMAIN REMAIN REMAIN REMAIN REMAIN REMAIN REMAIN REMAIN REMAIN REMAIN REMAIN REMAIN REMAIN REMAIN REMAIN REMAIN REMAIN REMAIN REMAIN REMAIN REMAIN REMAIN REMAIN REMAIN REMAIN REMAIN REMAIN REMAIN REMAIN REMAIN REMAIN REMAIN REMAIN REMAIN REMAIN REMAIN REMAIN REMAIN REMAIN REMAIN REMAIN REMAIN REMAIN REMAIN REMAIN REMAIN REMAIN REMAIN REMAIN REMAIN REMAIN REMAIN REMAIN REMAIN REMAIN REMAIN REMAIN REMAIN REMAIN REMAIN REMAIN REMAIN REMAIN REMAIN REMAIN REMAIN REMAIN REMAIN REMAIN REMAIN REMAIN REMAIN REMAIN REMAIN REMAIN REMAIN REMAIN REMAIN REMAIN REMAIN REMAIN REMAIN REMAIN REMAIN REMAIN REMAIN REMAIN REMAIN REMAIN REMAIN REMAIN REMAIN REMAIN REMAIN REMAIN REMAIN REMAIN REMAIN REMAIN REMAIN REMAIN REMAIN REMAIN REMAIN REMAIN REMAIN REMAIN REMAIN REMAIN REMAIN REMAIN REMAIN REMAIN REMAIN REMAIN REMAIN REMAIN REMAIN REMAIN REMAIN REMAIN REMAIN REMAIN REMAIN REMAIN REMAIN REMAIN REMAIN REMAIN REMAIN REMAIN DATENo.REVISIONBYDATE: SHEET Case No. 06/04/2026 CHECKED:CS DRAWN:GL DESIGN:GLHUNINGTON SOUTHLAKESOUTHLAKE BLVD.SOUTHLAKE, TEXAS3231 HARWOOD ROADPHONE: 817.281.0572BEDFORD, TX 76021 WWW.CLAYMOOREENG.COMTEXAS REGISTRATION #14199 ZA26-0041 LANDSCAPE ARCHITECTURE LAND PLANNING · IRRIGATION DESIGN 800.680.6630 www.evergreendesigngroup.com National Presence. Local Expertise. EVERGREEN DESIGN GROUP 06/04/2026 HISTEC CTTESAETSTAIREG 83 O F 4 2 ET XR LDRE CAANDS EP A GAVIN W .LOF S TEDTTREE CONSERVATION DETAILS & SPECIFICATIONS TC-2 TREE PROTECTION SPECIFICATIONS MATERIALS 1.FABRIC: 4 FOOT HIGH ORANGE PLASTIC FENCING AS SHOWN ON THE PLANS AND SHALL BE WOVEN WITH 2 INCH MESH OPENINGS SUCH THAT IN A VERTICAL DIMENSION OF 23 INCHES ALONG THE DIAGONALS OF THE OPENINGS THERE SHALL BE AT LEAST 7 MESHES. 2.POSTS: POSTS SHALL BE A MINIMUM OF 72 INCHES LONG AND STEEL 'T' SHAPED WITH A MINIMUM WEIGHT OF 1.3 POUNDS PER LINEAR FOOT. 3.TIE WIRE: WIRE FOR ATTACHING THE FABRIC TO THE T-POSTS SHALL BE NOT LESS THAN NO. 12 GAUGE GALVANIZED WIRE, 4.USED MATERIALS: PREVIOUSLY-USED MATERIALS, MEETING THE ABOVE REQUIREMENTS AND WHEN APPROVED BY THE OWNER, MAY BE USED. CONSTRUCTION METHODS 1.ALL TREES AND SHRUBS SHOWN TO REMAIN WITHIN THE PROXIMITY OF THE CONSTRUCTION SITE SHALL BE PROTECTED PRIOR TO BEGINNING ANY DEVELOPMENT ACTIVITY. 2.EMPLOY THE SERVICES OF AN ISA (INTERNATIONAL SOCIETY OF ARBORICULTURE) CERTIFIED ARBORIST AND OBTAIN ALL REQUIRED PERMITS TO PRUNE THE EXISTING TREES FOR CLEANING, RAISING AND THINNING, AS MAY BE REQUIRED. 3.PROTECTIVE FENCING SHALL BE ERECTED OUTSIDE THE CRITICAL ROOT ZONE (CRZ, EQUAL TO 1' FROM THE TRUNK FOR EVERY 1" OF DBH) AT LOCATIONS SHOWN IN THE PLANS OR AS DIRECTED BY THE LANDSCAPE CONSULTANT AND/OR CITY ARBORIST, AND IN ACCORDANCE WITH THE DETAILS SHOWN ON THE PLANS. FENCING SHALL BE MAINTAINED AND REPAIRED BY THE CONTRACTOR DURING SITE CONSTRUCTION. TREES IN CLOSE PROXIMITY SHALL BE FENCED TOGETHER, RATHER THAN INDIVIDUALLY. 4.PROTECTIVE FENCE LOCATIONS IN CLOSE PROXIMITY TO STREET INTERSECTIONS OR DRIVES SHALL ADHERE TO THE APPLICABLE JURISDICTION'S SIGHT DISTANCE CRITERIA. 5.THE PROTECTIVE FENCING SHALL BE ERECTED BEFORE SITE WORK COMMENCES AND SHALL REMAIN IN PLACE DURING THE ENTIRE CONSTRUCTION PHASE. 6.THE INSTALLATION POSTS SHALL BE PLACED EVERY 6 FEET ON CENTER AND EMBEDDED TO 18 INCHES DEEP. MESH FABRIC SHALL BE ATTACHED TO THE INSTALLATION POSTS BY THE USE OF SUFFICIENT WIRE TIES TO SECURELY FASTEN THE FABRIC TO THE T-POSTS TO HOLD THE FABRIC IN A STABLE AND UPRIGHT POSITION. 7.WITHIN THE CRZ: a.DO NOT CLEAR, FILL OR GRADE IN THE CRZ OF ANY TREE. b.DO NOT STORE, STOCKPILE OR DUMP ANY JOB MATERIAL, SOIL OR RUBBISH UNDER THE SPREAD OF THE TREE BRANCHES. c.DO NOT PARK OR STORE ANY EQUIPMENT OR SUPPLIES UNDER THE TREE CANOPY. d.DO NOT SET UP ANY CONSTRUCTION OPERATIONS UNDER THE TREE CANOPY (SUCH AS PIPE CUTTING AND THREADING, MORTAR MIXING, PAINTING OR LUMBER CUTTING). e.DO NOT NAIL OR ATTACH TEMPORARY SIGNS METERS, SWITCHES, WIRES, BRACING OR ANY OTHER ITEM TO THE TREES. f.DO NOT PERMIT RUNOFF FROM WASTE MATERIALS INCLUDING SOLVENTS, CONCRETE WASHOUTS, ASPHALT TACK COATS (MC-30 OIL), ETC. TO ENTER THE CRZ. BARRIERS ARE TO BE PROVIDED TO PREVENT SUCH RUNOFF SUBSTANCES FROM ENTERING THE CRZ WHENEVER POSSIBLE, INCLUDING IN AN AREA WHERE RAIN OR SURFACE WATER COULD CARRY SUCH MATERIALS TO THE ROOT SYSTEM OF THE TREE. 8.ROUTE UNDERGROUND UTILITIES TO AVOID THE CRZ. IF DIGGING IS UNAVOIDABLE, BORE UNDER THE ROOTS, OR HAND DIG TO AVOID SEVERING THEM. 9.WHERE EXCAVATION IN THE VICINITY OF TREES MUST OCCUR, SUCH AS FOR IRRIGATION INSTALLATION, PROCEED WITH CAUTION, AND USING HAND TOOLS ONLY. 10.THE CONTRACTOR SHALL NOT CUT ROOTS LARGER THAN ONE INCH IN DIAMETER WHEN EXCAVATION OCCURS NEAR EXISTING TREES. ALL ROOTS LARGER THAN ONE INCH IN DIAMETER ARE TO BE CUT CLEANLY. FOR OAKS ONLY, ALL WOUNDS SHALL BE PAINTED WITH WOUND SEALER WITHIN 30 MINUTES 11.REMOVE ALL TREES, SHRUBS OR BUSHES TO BE CLEARED FROM PROTECTED ROOT ZONE AREAS BY HAND. 12.TREES DAMAGED OR KILLED DUE TO CONTRACTOR'S NEGLIGENCE DURING CONSTRUCTION SHALL BE MITIGATED AT THE CONTRACTOR'S EXPENSE AND TO THE PROJECT OWNER'S AND LOCAL JURISDICTION'S SATISFACTION. 13.ANY TREE REMOVAL SHALL BE APPROVED BY THE OWNER AND LOCAL JURISDICTION PRIOR TO ITS REMOVAL, AND THE CONTRACTOR SHALL HAVE ALL REQUIRED PERMITS FOR SUCH ACTIVITIES. 14.COVER EXPOSED ROOTS AT THE END OF EACH DAY WITH SOIL, MULCH OR WET BURLAP. 15.IN CRITICAL ROOT ZONE AREAS THAT CANNOT BE PROTECTED DUING CONSTRUCTION AND WHERE HEAVY TRAFFIC IS ANTICIPATED, COVER THE SOIL WITH EIGHT INCHES OF ORGANIC MULCH TO MINIMIZE SOIL COMPACTION. THIS EIGHT INCH DEPTH OF MULCH SHALL BE MAINTAINED THROUGHOUT CONSTRUCTION. 16.WATER ALL TREES IMPACTED BY CONSTRUCTION ACTIVITIES, DEEPLY ONCE A WEEK DURING PERIODS OF HOT DRY WEATHER. SPRAY TREE CROWNS WITH WATER PERIODICALLY TO REDUCE DUST ACCUMULATION ON THE LEAVES. 17.WHEN INSTALLING CONCRETE ADJACENT TO THE ROOT ZONE OF A TREE, USE A PLASTIC VAPOR BARRIER BEHIND THE CONCRETE TO PROHIBIT LEACHING OF LIME INTO THE SOIL. 18.CONTRACTOR SHALL REMOVE AND DISPOSE OF ALL TREE PROTECTION FENCING WHEN ALL THREATS TO THE EXISTING TREES FROM CONSTRUCTION-RELATED ACTIVITIES HAVE BEEN REMOVED. TREE PROTECTION GENERAL NOTES 1.ALL THE TREES WITH A DIAMETER GREATER THAN 3 INCHES AFFECTED BY CONSTRUCTION SHALL HAVE THE LIMBS AND ROOTS TRIMMED AND PRUNED ACCORDING TO ITEM NO. 802, TREE PRUNING, SOIL AMENDING AND FERTILIZATION. UNLESS SPECIFIED, TREES SHALL RECEIVE LEVEL 2 PROTECTION AS PER ITEM NO. 802. TREES TO RECEIVE LEVEL 1 PROTECTION AS PER ITEM NO. 802 ARE SHOWN ON TREE PROTECTION TABLE ON SHEET TP-1. 2.ALL TREES SHALL REMAIN UNLESS NOTED ON THE PLANS. 3.NO SITE PREPARATION WORK SHALL BEGIN IN AREAS WHERE TREE PRESERVATION AND TREATMENT MEASURES HAVE NOT BEEN COMPLETED AND APPROVED. 4.TREE PROTECTION FENCING SHALL BE REQUIRED. TREE PROTECTION FENCING SHALL BE INSTALLED, MAINTAINED AND REPAIRED BY THE CONTRACTOR DURING SITE CONSTRUCTION. 5.THE CONTRACTOR SHALL AVOID CUTTING ROOTS LARGER THAN 3 INCHES IN DIAMETER WHEN EXCAVATING NEAR EXISTING TREES. EXCAVATION IN THE VICINITY OF TREES SHALL PROCEED WITH CAUTION. THE CONTRACTOR SHALL CONTACT THE CITY INSPECTOR. 6.THE ROOT PROTECTION ZONE IS THAT AREA SURROUNDING A TREE, AS MEASURED BY A RADIUS FROM THE TREE TRUNK, IN WHICH NO EQUIPMENT, VEHICLES OR MATERIALS MAY OPERATE OR BE STORED. THE REQUIRED RADIUS LENGTH IS 1 FOOT PER DIAMETER INCH OF THE TREE. FOR EXAMPLE, A 10-INCH DIAMETER TREE WOULD HAVE A 10-FOOT RADIUS ROOT PROTECTION ZONE AROUND THE TREE. ROOTS OR BRANCHES THAT ARE IN CONFLICT WITH THE CONSTRUCTION SHALL BE CUT CLEANLY ACCORDING TO PROPER PRUNING METHODS. LIVE OAK WOUNDS SHALL BE PAINTED OVER, WITHIN 20 MINUTES TO PREVENT OAK WILT. 7.ACCESS TO FENCED AREAS WILL BE PERMITTED ONLY WITH THE APPROVAL OF THE ENGINEER OR CITY INSPECTOR. 8.GRADING, IF REQUIRED, SHALL BE LIMITED TO A 3 INCH CUT OR FILL WITHIN THE FENCED ROOT ZONE AREAS. 9.TREES, SHRUBS OR BUSHES TO BE CLEARED FROM PROTECTED ROOT ZONE AREAS SHALL BE REMOVED BY HAND AS DIRECTED BY THE PROJECT MANAGER OR CITY INSPECTOR. 10.TREES DAMAGED OR LOST DUE TO CONTRACTOR'S NEGLIGENCE DURING CONSTRUCTION SHALL BE MITIGATED TO THE ENGINEER'S SATISFACTION. 11.EXPOSED ROOTS SHALL BE COVERED AT THE END OF EACH DAY USING TECHNIQUES SUCH AS COVERING WITH SOIL, MULCH OR WET BURLAP. 12.ANY TREE REMOVAL SHALL BE APPROVED BY THE CITY ARBORIST PRIOR TO IT'S REMOVAL. TUNNEL TO MINIMIZE ROOT DAMAGE (TOP) AS OPPOSED TO SURFACE-DUG TRENCHES IN ROOT PROTECTION ZONE WHEN THE 5' MINIMUM DISTANCE FROM TRUNK CAN NOT BE ACHIEVED. TREES THAT ARE MARKED TO BE PRESERVED ON A SITE PLAN AND FOR WHICH UTILITIES MUST PASS TROUGH THEIR ROOT PROTECTION ZONES MAY REQUIRE TUNNELING AS OPPOSED TO OPEN TRENCHES. THE DECISION TO TUNNEL WILL BE DETERMINED ON A CASE BY CASE BASIS BY THE ENGINEER. TUNNELS SHALL BE DUG THROUGH THE ROOT PROTECTION ZONE IN ORDER TO MINIMIZE ROOT DAMAGE. (RPZ) ROOT PROTECTION ZONE IF BARE DIRT 8" MULCH OUTSIDE RPZ ESTABLISH FENCE PROTECTION MINIMUM 5' FROM TRUNK 6" MULCH INSIDE RPZ DRIP LINE OPEN TRENCHING MAY BE USED IF EXPOSED TREE ROOTS DO NOT EXCEED 3" OR ROOTS CAN BE BENT BACK. ROOT PROTECTION ZONE (RPZ) PROPERTY LINE TREE TRUNK STREET 5' CURB NOTES: 1.THE FENCING LOCATION SHOWN ABOVE IS DIAGRAMATIC ONLY AND WILL CONFORM TO THE DRIP LINE AND BE LIMITED TO PROJECT BOUNDARY. WHERE MULTIPLE ADJACENT TREES WILL BE ENCLOSED BY FENCING, THE FENCING SHALL BE CONTINUOUS AROUND ALL TREES. 2.FOR ACCEPTABLE FENCING MATERIALS SEE SPECIFICATIONS. AND UNDER DRIP LINE AS MINIMAL PROTECTION FOR ROOTS FROM CONSTRUCTION ACTIVITIES NOTES: 1.OPTION USED FOR TIGHT CONSTRUCTION AREAS OR WHEN CONSTRUCTION OCCURS IN ROOT PROTECTION ZONE. 2.FOR ACCEPTABLE FENCING MATERIALS SEE SPECIFICATIONS. 12" MIN & 48" MAX DEPTH TREE PROTECTION FENCE SCALE: NOT TO SCALEA B SCALE: NOT TO SCALE TREE PROTECTION FENCE - TIGHT CONSTRUCTION BORING THROUGH ROOT PROTECTION ZONE SCALE: NOT TO SCALEC ROOT PROTECTION ZONE (RPZ) MULCH INSIDE RPZ PROTECTION FENCE (SEE SPECS) D SCALE: NOT TO SCALE ROOT PRUNING DETAIL EXISTING GRADE NOTES 1.RETENTION AREAS WILL BE SET AS PART OF THE REVIEW PROCESS AND PRE-CONSTRUCTION MEETING. 2.BOUNDARIES OF RETENTION AREAS MUST BE STAKED AT THE PRE-CONSTRUCTION MEETING AND FLAGGED PRIOR TO ROOT PRUNING. 3.EXACT LOCATION OF ROOT PRUNING SHALL BE DETERMINED IN THE FIELD IN COORDINATION WITH THE FORESTRY INSPECTOR . 4.TRENCH SHOULD BE IMMEDIATELY BACKFILLED WITH EXCAVATED SOIL OR OTHER ORGANIC SOIL AS SPECIFIED PER PLAN OR BY THE FORESTRY INSPECTOR. 5.ROOTS SHALL BE CLEANLY CUT USING VIBRATORY KNIFE OR OTHER ACCEPTABLE EQUIPMENT. ROT PRUNING METHODS AND MEANS MUST BE IN ACCORDANCE WITH ANSI STANDARD A3000. 6.ALL PRUNING MUST BE EXECUTED AT LOD SHOWN ON PLANS OR AS AUTHORIZED IN WRITING BY THE FORESTRY INSPECTOR. 7.SUPPLEMENTAL WATERING MAY BE REQUIRED FOR ROOT PRUNED TREES THROUGHOUT THE GROWING SEASON DURING CONSTRUCTION AND SUBSEQUENT WARRANTY AND MAINTENANCE PERIOD. ROOT PRUNE VIA AIRSPACE OR TRENCH (6" WIDE MAX.) 24" MIN. DEPTH OR AS DETERMINED AT PRE-CONSTRUCTION MEETING. TREE PROTECTION FENCE TO BE ERECTED IN LINE WITH ROOT PRUNING LIMITS. SEE DETAILS AND SPECIFICATIONS FOR TREE PROTECTION FENCE REQUIREMENTS. NO PARKING 18,939 SF RETAIL NO PARKINGNOPARKING3.68 ACRES 160,148 SQ. FT. LOT 6R BLOCK 1 STONEBRIDGE PARK DOC. NO. D210082975 P.R.T.C.T. L O T 1 BL O C K 1 RI V E R O A K S A D D I T I O N D O C . N O . D 2 0 7 3 4 7 8 6 7 P. R . T . C . T . L O T 4 B L O C K 1 RI V E R O A K S A D D I T I O N D O C . N O . D 2 0 7 3 4 7 8 6 7 P. R . T . C . T . L O T 2 R - 1 BL O C K 1 S T O N E B R I D G E P A R K D O C . N O . D 2 0 8 3 7 5 5 2 3 P. R . T . C . T . L O T 1 BL O C K 1 S T O N E B R I D G E P A R K D O C . N O . D 1 9 8 0 1 5 3 7 7 P. R . T . C . T . SOUTHLAKE BOULEVARD 130' RIGHT-OF-WAY STONEBRIDGE LANE600' RIGHT-OF-WAYCAB. A, SLD. 3998, P.R.T.C.T.L O T 4 R - 2 R BL O C K 1 S T O N E B R I D G E P A R K D O C . N O . D 2 0 9 0 3 7 4 9 5 P. R . T . C . T . 24' FIRE LANE 24' FIRE LANE 20' UTILITY ESMT50' BUILDING LINE15' WATER LINE ESMT15' UTILI T Y E S M T 20'-0" LANDSCAPE SETBACK 10' ELEC T R I C E S M T30' BUILDING LINE10' ELECTRIC ESMT15' DRAI N A G E & U T I L I T Y E S M T 24' COMMONACCESS ESMT5' PUBLIC ACCESS ESMT10' UTILI T Y E S M T 15' UTILITYESMT15' UTILI T Y E S M T10' SANITARYSEWER ESMTAPPROXIMATE LOCATION OF CREEK P R O P E R T Y B O U N D A R Y PROPERTY BOUNDARYPROPERTY BOUNDARYPROPERTY BOUNDARY 9' TYP.18' TYP.18' TYP.9' TYP.18' TYP.9' TYP. 18' TYP.9' TYP.CONCRETE LINECHANNELEX. RETAINING WALL VARIABLE WIDTH DRAINAGE ESMT 26.3' 151'169.1'R 3 0 ' CONNECT TO EX. SIDEWALK BARRIER FREE RAMP BARRIER FREE RAMP EX. SIDEWALK 25' BLD G . SETBAC K 24.4' ±399' 1 0 ' U T I L I T Y & P E D E S T R I A N A C C E S S E S M T BIG BEAR CREEK TR IBUTARY BB -9 DEMOLISH & REMOVE EX. RETAINING WALL ±205 LF VARIABLE HEIGHT RETAINING WALL MAX HEIGHT 4.5'N21°08'31"W351.11'N22°38'31"W 30.00'N2°24'29"E153.12'S 8 2 ° 2 8 ' 2 1 " E 3 8 0 . 0 8 'S22°06'06"E243.17'S51°04'23"W 15.74' F S C F I I L L C S P 1 ( Z A 0 7 - 1 3 1 ) O R D . 4 8 0 - 5 4 7 O F F I C E C O M M E R C I A L KL O E S E L G R E G O R Y B S P 2 ( Z A 2 1 - 0 0 7 3 ) O R D . 4 8 0 - 4 7 4 B O F F I C E C O M M E R C I A L P E S M A N A G E M E N T L L C S P 2 ( Z A 2 1 - 0 0 7 3 ) O R D . 48 0 - 4 7 4 B O F F I C E C O M M E R C I A L 11 6 7 5 R I D G E L I N E D R I V E L L C S P 2 ( Z A 9 6 - 8 5 ) O R D . 4 8 0 - 2 0 8 O F F I C E C O M M E R C I A L MI T C H E L L B U I L D E R S I N C S P 2 ( Z A 1 7 - 1 0 0 ) O R D . 4 8 0 - 5 4 8 A O F F I C E C O M M E R C I A L 37.56' 87.78'R20'62'R30' 24' FLOODPLAIN PER DRAINAGE STUDY PERFORMED BY FOOSE CIVIL ENGINEERIGN & CONSULTING FLOODWAY © 2026 Microsoft Corporation © 2026 TomTom © 2026 Microsoft Corporation © 2026 TomTom ±205 LF VARIABLE HEIGHT RET A I N I N G W A L L MAX HEIGHT 4.5' FSCF II LLCSP1 (ZA07-131)ORD. 480-547OFFICE COMMERCIAL KLOESEL GREGORY BSP2 (ZA21-0073)ORD. 480-474BOFFICE COMMERCIAL PES MANAGEMENT LLCSP2 (ZA21-0073)ORD.480-474BOFFICE COMMERCIAL 11675 RIDGELINE DRIVE LLCSP2 (ZA96-85)ORD. 480-208OFFICE COMMERCIAL MITCHELL BUILDERS INCSP2 (ZA17-100)ORD. 480-548AOFFICE COMMERCIAL FLOODPLAIN PER DRAINAGE STUDY PE R F O R M E D BY FOOSE CIVIL ENGINEERIGN & CONS U L T I N G CURVE TABLE CURVE C1 C2 RADIUS 1844.86' 700.00' LENGTH 390.63' 21.80' CHORD BEARING S58°36'23"W S22°59'39"E CHORD 389.90' 21.80' DELTA 12°07'54" 1°47'04" TANGENT 196.05' 10.90'DATENo.REVISIONBYDATE: SHEET File No. 4/24/2026 CHECKED:CLC DRAWN:ML DESIGN:MLHUNINGTON SOUTHLAKESOUTHLAKE BLVD.SOUTHLAKE, TEXAS3231 HARWOOD ROADPHONE: 817.281.0572BEDFORD, TX 76021 WWW.CLAYMOOREENG.COMTEXAS REGISTRATION #14199 2026-XXX BENCHMARK: -TBM #1: AN "X" CUT FOUND ON TOP OF CURB INLET ON SOUTHLAKE BLVD APPROXIMATELY 87' SOUTHEAST OF THE SOUTH WEST PROPERTY CORNER. ELEVATION: 640.82 -TBM #2: AN "X" CUT FOUND ON TOP OF CURB INLET ON SOUTHLAKE BLVD APPROXIMATELY 45' SOUTHWEST OF SOUTHEAST PROPERTY CORNER OFF STONEBRIDGE LANE ELEVATION: 638.1 -TBM #3: MAGNETIC NAILFOUND APPROXIMATELY 26' NORTH EAST OF NORTH EAST PROPERTY CORNER. ELEVATION: 647.5 PRELIMINARY CLAYMOORE ENGINEERING SITE PLANSP-1 FLOOD NOTE: THIS PROPERTY IS LOCATED IN ZONE "X", ZONE "AE", & ZONE "AE FLOODWAY" AS SCALED FROM THE F.E.MA. FLOOD INSURANCE RATE MAP DATED MARCH 21, 2019 AND IS LOCATED IN COMMUNITY NUMBER 480612 AS SHOWN ON MAP NUMBER 48439C0090L. THIS LOCATION OF THE FLOOD ZONE IS APPROXIMATE. FOR ADDITIONAL INFORMATION REGARDING FLOOD ZONE DESIGNATION, CONTATCT 1-(877) FEMA MAP. LOMR CASE 19-06-1227P EFFECTIVE DATE APRIL 27,2020.24' FIRELANER 3 0 ' R 5 4 'R30'R54'R30' R54'R30'R54' R 3 0 ' R 5 4 ' VICINITY MAP N.T.S. NOTES: 1.ALL DIMENSIONS ARE TO FACE OF CURB UNLESS OTHERWISE NOTED. 2.REFER TO ARCHITECTURAL PLANS FOR BUILDING DIMENSIONS AND EXACT DOOR LOCATIONS. LEGEND STANDARD DUTY CONCRETE PAVEMENT HEAVY DUTY CONCRETE PAVEMENT DUMPSTER AREA CONCRETE PAVEMENT SECTION SIDEWALK CONCRETE PAVEMENT PROPERTY BOUNDARY PROPOSED CONCRETE CURB AND GUTTER PARKING COUNT EXISTING FIRE LANE STRIPPING SITE OWNER: APPLICANT: CLAYMOORE ENGINEERING, INC. CLAY CRISTY, P.E. 1903 CENTRAL DRIVE, SUITE #406 BEDFORD, TX 76021 PH: 817.281.0572 SURVEYOR: EAGLE SURVEYING, LLC 222 SOUTH ELM STREET, SUITE 200 DENTON, 76201 PH:940.222.3009 ANKINZ LLC 1317 PROVINCE LN SOUTHLAKE, TX 76092 DEVELOPER: HUNINGTON GAGE A. RABA 3773 RICHMOND AVE. SUITE 800 HOUSTON, TX 77046 PH:713.623.6944 0 GRAPHIC SCALE 1 inch = ft. 30 30 60 30 15 HUNINGTON SOUTHLAKE ZONING CHANGE SITE PLAN ZA26-00401 STONEBRIDGE PARK ADDITION LOT 6R SOUTHLAKE, TARRANT COUNTY, TX P R O P E R T Y B O U N D A R Y PROPERTY BOUNDARYPROPERTY BOUNDARYPROPERTY BOUNDARY 3.68 ACRES 160,148 SQ. FT. LOT 6R BLOCK 1 STONEBRIDGE PARK DOC. NO. D210082975 P.R.T.C.T. L O T 1 BL O C K 1 RI V E R O A K S A D D I T I O N D O C . N O . D 2 0 7 3 4 7 8 6 7 P. R . T . C . T . L O T 4 BL O C K 1 RI V E R O A K S A D D I T I O N D O C . N O . D 2 0 7 3 4 7 8 6 7 P. R . T . C . T . S T O N E B R I D G E P A R K D O C . N O . D 1 9 8 0 1 5 3 7 7 SOUTHLAKE BOULEVARD 130' RIGHT-OF-WAY STONEBRIDGE LANE600' RIGHT-OF-WAYCAB. A, SLD. 3998, P.R.T.C.T.50' BUILDING LINE DOC. NO. D210082975, P.R.T.C.T.30' BUILDING LINEDOC. NO. D210082975P.R.T.C.T.L O T 4 R - 2 R B L O C K 1 S T O N E B R I D G E P A R K D O C . N O . D 2 0 9 0 3 7 4 9 5 P. R . T . C . T . 647 64 0 641 642 643 644 645 64 6 645646639641642644642 643 644 645 647 6466486 4 8 649650651652 65265065264864 0 639 64 1 64 2 6 4 3 6 4 4 6 4 5 64 6 638 638636 637 63 6 640643 641 642 64 0 639 639 6 3 8 63 7 6 3 9639638638 640641642643644645646642643644 639640641642643645 644 6466476386396 4 0 1 0 ' U T I L I T Y & P E D E S T R I A N A C C E S S E SM T C 2.23 AC 5.36 CFS B 1.33 AC 3.20 CFS A 0.11 AC 0.26 CFS APPROXIMATE LOCATION OF CREEK CONCRETE LINECHANNELEX. RETAINING WALL VARIABLE WIDTH DRAINAGE ESMT EX (5) 7'X4' RCBBIG BEAR CREEK TR IBUTARY BB -9 DP2 EX. 20' CURB INLETEX. 20' CURB INLET DP3 DP1 PROPOSED FLOODPLAIN PER FLOOD STUDY PREPARED BY FOOSE CIVIL ENGINEERING CONSULTING EXISTING FLOODPLAIN PER STONEBRIDGE FLOOD STUDY PREPARED BY FOOSE CIVIL ENGINEERING CONSULTING FLOODWAY DATENo.REVISIONBYDATE: SHEET File No. 4/24/2026 CHECKED:CLC DRAWN:ML DESIGN:MLHUNINGTON SOUTHLAKESOUTHLAKE BLVD.SOUTHLAKE, TEXAS3231 HARWOOD ROADPHONE: 817.281.0572BEDFORD, TX 76021 WWW.CLAYMOOREENG.COMTEXAS REGISTRATION #14199 2026-XXX BENCHMARK: -TBM #1: AN "X" CUT FOUND ON TOP OF CURB INLET ON SOUTHLAKE BLVD APPROXIMATELY 87' SOUTHEAST OF THE SOUTH WEST PROPERTY CORNER. ELEVATION: 640.82 -TBM #2: AN "X" CUT FOUND ON TOP OF CURB INLET ON SOUTHLAKE BLVD APPROXIMATELY 45' SOUTHWEST OF SOUTHEAST PROPERTY CORNER OFF STONEBRIDGE LANE ELEVATION: 638.1 -TBM #3: MAGNETIC NAILFOUND APPROXIMATELY 26' NORTH EAST OF NORTH EAST PROPERTY CORNER. ELEVATION: 647.5 PRELIMINARY CLAYMOORE ENGINEERING LEGEND DRAINAGE AREA LABEL DRAINAGE AREA (AC) FLOW QUANTITY (CFS) DIRECTION OF FLOW DRAINAGE AREA BOUNDARY # AC CFS DRAINAGE NOTE: 1.ONSITE DRAINAGE AREA MAPS & CALCULATIONS PERFORMED FOR ONSITE DESIGN & ANALYSIS. 2.REFER TO DRAINAGE STUDY PERFORMED BY FOOSE CIVIL ENGINEERING & CONSULTING FOR BIG BEAR CREEK TRIBUTARY BB-9 ANALYSIS. 3.CURB INLETS ALONG SOUTHLAKE BLVD. ANALYZED FOR PRE & POST RUNOFF CALCULATIONS AS PART OF THIS SUBMITTAL.EXISTING DRAINAGE AREAMAPC-2 0 GRAPHIC SCALE 1 inch = ft. 30 30 60 30 15 NO PARKING 18,939 SF RETAIL NO PARKINGNOPARKINGP R O P E R T Y B O U N D A R Y PROPERTY BOUNDARYPROPERTY BOUNDARYPROPERTY BOUNDARY 3.68 ACRES 160,148 SQ. FT. LOT 6R BLOCK 1 STONEBRIDGE PARK DOC. NO. D210082975 P.R.T.C.T. L O T 1 BL O C K 1 RI V E R O A K S A D D I T I O N D O C . N O . D 2 0 7 3 4 7 8 6 7 P. R . T . C . T . L O T 4 BL O C K 1 RI V E R O A K S A D D I T I O N D O C . N O . D 2 0 7 3 4 7 8 6 7 P. R . T . C . T . S T O N E B R I D G E P A R K D O C . N O . D 1 9 8 0 1 5 3 7 7 SOUTHLAKE BOULEVARD 130' RIGHT-OF-WAY STONEBRIDGE LANE600' RIGHT-OF-WAYCAB. A, SLD. 3998, P.R.T.C.T.50' BUILDING LINE DOC. NO. D210082975, P.R.T.C.T.30' BUILDING LINEDOC. NO. D210082975P.R.T.C.T.L O T 4 R - 2 R B L O C K 1 S T O N E B R I D G E P A R K D O C . N O . D 2 0 9 0 3 7 4 9 5 P. R . T . C . T . 647 64 0 641 642 643 644 645 64 6 645646639641642644642 643 644 645 647 6466486 4 8 649650651652 65265065264864 0 639 64 1 64 2 6 4 3 6 4 4 6 4 5 64 6 638 638636 637 63 6 640643 641 642 64 0 639 639 6 3 8 63 7 6 3 9639638638 640641642643644645646642643644 639640641642643645 644 6466476386396 4 0 1 0 ' U T I L I T Y & P E D E S T R I A N A C C E S S E SM T A 0.03 AC 0.18 CFS C-3 0.19 AC 1.11 CFS C-4 0.67 AC 3.92 CFS APPROXIMATE LOCATION OF CREEK CONCRETE LINECHANNELEX. RETAINING WALL VARIABLE WIDTH DRAINAGE ESMT C-1 0.61 AC 3.57 CFS B 0.11 AC 0.64 CFS C-5 1.73 AC 5.07 CFS C-2 0.33 AC 2.13 CFS BIG BEAR CREEK TR IBUTARY BB -9 EX (5) 7'X4' RCB EX. 20' CURB INLETEX. 20' CURB INLET EX (5) 7'X4' RCB DP2 EX. 20' CURB INLETEX. 20' CURB INLET DP3 DP1 FLOODWAY PROPOSED FLOODPLAIN PER FLOOD STUDY PREPARED BY FOOSE CIVIL ENGINEERING CONSULTING EXISTING FLOODPLAIN PER STONEBRIDGE FLOOD STUDY PREPARED BY FOOSE CIVIL ENGINEERING CONSULTING DATENo.REVISIONBYDATE: SHEET File No. 4/24/2026 CHECKED:CLC DRAWN:ML DESIGN:MLHUNINGTON SOUTHLAKESOUTHLAKE BLVD.SOUTHLAKE, TEXAS3231 HARWOOD ROADPHONE: 817.281.0572BEDFORD, TX 76021 WWW.CLAYMOOREENG.COMTEXAS REGISTRATION #14199 2026-XXX BENCHMARK: -TBM #1: AN "X" CUT FOUND ON TOP OF CURB INLET ON SOUTHLAKE BLVD APPROXIMATELY 87' SOUTHEAST OF THE SOUTH WEST PROPERTY CORNER. ELEVATION: 640.82 -TBM #2: AN "X" CUT FOUND ON TOP OF CURB INLET ON SOUTHLAKE BLVD APPROXIMATELY 45' SOUTHWEST OF SOUTHEAST PROPERTY CORNER OFF STONEBRIDGE LANE ELEVATION: 638.1 -TBM #3: MAGNETIC NAILFOUND APPROXIMATELY 26' NORTH EAST OF NORTH EAST PROPERTY CORNER. ELEVATION: 647.5 PRELIMINARY CLAYMOORE ENGINEERING PROPOSED DRAINAGE AREAMAPC-3 0 GRAPHIC SCALE 1 inch = ft. 30 30 60 30 15 DRAINAGE NOTE: 1.ONSITE DRAINAGE AREA MAPS & CALCULATIONS PERFORMED FOR ONSITE DESIGN & ANALYSIS. 2.REFER TO DRAINAGE STUDY PERFORMED BY FOOSE CIVIL ENGINEERING & CONSULTING FOR BIG BEAR CREEK TRIBUTARY BB-9 ANALYSIS. 3.CURB INLETS ALONG SOUTHLAKE BLVD. ANALYZED FOR PRE & POST RUNOFF CALCULATIONS AS PART OF THIS SUBMITTAL. LEGEND DRAINAGE AREA LABEL DRAINAGE AREA (AC) FLOW QUANTITY (CFS) DIRECTION OF FLOW DRAINAGE AREA BOUNDARY # AC CFS FLOODWAY3.68 ACRES160,148 SQ. FT.LOT 6RBLOCK 1STONEBRIDGE PARKDOC. NO. D210082975P.R.T.C.T.LOT 1BLOCK 1RIVER OAKS ADDITIONDOC. NO. D207347867P.R.T.C.T.LOT 4BLOCK 1RIVER OAKS ADDITIONDOC. NO. D207347867P.R.T.C.T.LOT 2R-1BLOCK 1STONEBRIDGE PARKDOC. NO. D208375523P.R.T.C.T.LOT 1BLOCK 1STONEBRIDGE PARKDOC. NO. D198015377P.R.T.C.T.SOUTHLAKE BOULEVARD130' RIGHT-OF-WAYSTONEBRIDGE LANE600' RIGHT-OF-WAYCAB. A, SLD. 3998, P.R.T.C.T.LOT 4R-2RBLOCK 1STONEBRIDGE PARKDOC. NO. D209037495P.R.T.C.T.TBM MAG NAILN:7026406.4E:2370923.3ELEV:647.5'TBM X-CUTN:7026095.5E:2371000.1ELEV:638.1'TBM X-CUTN:7025943.9E:2370762.2ELEV:640.8'6476406416426436446456466456466396416426446 4 2 643644645647646648 648649650651652652650652648640 63964164264364464564663863863663763664064364164264063963963863763963963 8 6386406416426436446456466426 4 3 6446 3 9 6 4 0 6 4 1 6 4 2 6 4 3 6456446466476 3 8 639640NOPARKING18,939 SFRETAILNO PARKING NO PARKING642.86643.44643.00640.66641.28641.47645.13646.64646.87646.36647.06647.05648.08647.38646.61646.99646.79647.17647.81647.81647.81648.14648.14648.14648.14648.14647.23646.04645.60646.43646.56646.74645.99645.09644.91646.25647.24646.04644.01645.14645.39646.49646.54645.64647.74648.07648.01648.14647.82646.98646.61647.19647.73647.82648.14647.82648.14648.14648.14647.64647.40646.89647.55647.33646.50646.31647.29646.12646.60646.96646.15645.97647.27648.17648.19647.63648.19646.70647.18648.06646.94647.11646.75646.57646.44646.62646.09645.90645.72645.81645.57645.91645.97646.15646.35646.16647.20647.38647.46647.96647.86648.77647.82648.22648.22647.91647.99652.30652.42647.44647.77648.77648.77648.77648.77648.77648.77648.77648.77648.77648.77648.77648.77646.20TW646.20BW644.10BW646.52TW645.04BW645.09BW646.71TW646.93TW647.32TW645.20BW647.82TW644.04BW648.13TW644.19BW643.02BW647.59TW646.96TW646.96BW645.96FFE = 647.77MINIMUM FFE = 647.0±205 LF VARIABLE HEIGHT RETAINING WALLMAX HEIGHT 4.5'PROPOSED FLOODPLAIN PER FLOODSTUDY PREPARED BY FOOSE CIVILENGINEERING CONSULTINGEXISTING FLOODPLAIN PERSTONEBRIDGE FLOOD STUDY PREPARED BYFOOSE CIVIL ENGINEERING CONSULTINGNOTES:1.ALL SPOT ELEVATIONS ARE TO TOP OF PAVING UNLESSOTHERWISE NOTED.2.EXISTING UTILITIES WERE OBTAINED FROM RECORDDRAWINGS. THE CONTRACTOR SHALL VERIFY THE EXACTLOCATION OF EXISTING UTILITIES AND NOTIFY THEENGINEER FOR ANY DISCREPANCIES WITH THIS PLAN.3.MAXIMUM SLOPE IN LANDSCAPE AREAS ARE NOT TO EXCEED4:1; MIN EARTH GRADE IS 1%; MIN PAVING GRADE IS 0.5%.4.ALL CURB HEIGHTS ARE 6-INCHES UNLESS NOTEDOTHERWISE.5.REFER TO GEOTECHNICAL REPORT FOR REQUIREMENTSREGARDING FILL COMPACTION AND MOISTURE CONTENT.6.REF. STRUCTURAL PLANS, SPECIFICATIONS, ANDGEOTECHNICAL REPORT FOR ALL BUILDING PADPREPARATION CRITERIA.7.THE CONTRACTOR SHALL CONSTRUCT ALL BARRIER FREERAMPS PER CITY OF WYLIE AND ADA STANDARDS.8.GRADING FOR ALL SIDEWALKS AND ACCESSIBLE ROUTESINCLUDING CROSSING DRIVEWAYS SHALL CONFORM TO ADASTANDARDS. SLOPES SHALL NOT EXCEED 5% LONGITUDINALSLOPE OR 2% CROSS SLOPE. SIDEWALK ACCESS TOEXTERNAL BUILDING DOORS SHALL BE ADA COMPLIANT.CONTRACTOR SHALL NOTIFY ENGINEER IMMEDIATELY IF ADACRITERIA CANNOT BE MET AT ANY LOCATION.9.GRADING OF ALL HANDICAPPED SPACES AND ROUTES IS TOCONFORM TO LOCAL, STATE, AND FEDERAL GUIDELINES.10.CONTRACTOR SHALL ADJUST EXISTING VALVES, MANHOLERIMS, ETC. AS NECESSARY TO MATCH FINISHED GRADE.11.CONTRACTOR SHALL MAINTAIN POSITIVE DRAINAGE AWAYFROM EXISTING & PROPOSED BUILDINGS.LEGENDEXISTING CONTOURPROPOSED CONTOUR TCTOP OF CURB ELEVATION TPTOP OF PAVEMENT ELEVATIONMEMATCH EXISTING ELEVATIONFFEFINISHED FLOOR ELEVATIONFGFINISHED GRADETWTOP OF WALL AT GRADE LINEBWBOTTOM OF WALL AT GRADESWTOP OF SIDEWALK GRADEFLOW PATH OF SWALE700695DATENo.REVISION BYDATE:SHEETFile No.4/24/2026CHECKED:CLCDRAWN:MLDESIGN:MLHUNINGTON SOUTHLAKE SOUTHLAKE BLVD. SOUTHLAKE, TEXAS 3231 HARWOOD ROAD PHONE: 817.281.0572 BEDFORD, TX 76021 WWW.CLAYMOOREENG.COM TEXAS REGISTRATION #141992026-XXXBENCHMARK:-TBM #1: AN "X" CUT FOUND ON TOP OF CURB INLET ONSOUTHLAKE BLVD APPROXIMATELY 87' SOUTHEAST OFTHE SOUTH WEST PROPERTY CORNER.ELEVATION: 640.82-TBM #2: AN "X" CUT FOUND ON TOP OF CURB INLET ONSOUTHLAKE BLVD APPROXIMATELY 45' SOUTHWEST OFSOUTHEAST PROPERTY CORNER OFF STONEBRIDGELANEELEVATION: 638.1-TBM #3: MAGNETIC NAILFOUND APPROXIMATELY 26'NORTH EAST OF NORTH EAST PROPERTY CORNER.ELEVATION: 647.5PRELIMINARYCLAYMOORE ENGINEERINGGRADING PLANC-40GRAPHIC SCALE1 inch = ft.3030603015 3.68 ACRES160,148 SQ. FT.LOT 6RBLOCK 1STONEBRIDGE PARKDOC. NO. D210082975P.R.T.C.T.LOT 1BLOCK 1RIVER OAKS ADDITIONDOC. NO. D207347867P.R.T.C.T.LOT 4BLOCK 1RIVER OAKS ADDITIONDOC. NO. D207347867P.R.T.C.T.LOT 2R-1BLOCK 1STONEBRIDGE PARKDOC. NO. D208375523P.R.T.C.T.LOT 1BLOCK 1STONEBRIDGE PARKDOC. NO. D198015377P.R.T.C.T.SOUTHLAKE BOULEVARD130' RIGHT-OF-WAYSTONEBRIDGE LANE600' RIGHT-OF-WAYCAB. A, SLD. 3998, P.R.T.C.T.LOT 4R-2RBLOCK 1STONEBRIDGE PARKDOC. NO. D209037495P.R.T.C.T.TBM MAG NAILN:7026406.4E:2370923.3ELEV:647.5'TBM X-CUTN:7026095.5E:2371000.1ELEV:638.1'TBM X-CUTN:7025943.9E:2370762.2ELEV:640.8'NOPARKING18,939 SFRETAILNO PARKING NO PARKINGSSEX 12" WATER LINEEX 12" SEWER LINE8" WATER LINE8" WATER LINE24'FIRELANE24'FIRELANE70'CONNECT PROPOSED WATER LINETO EXISTING 12" WATER LINEINSTALL:12"X8" TAPPING SLEEVE 1 - 8" GVPROP. 2' DOM. SERVICEINSTALL:1-2" METER2-3" ENLARGER BEYOND METER3" DOM. SERVICECONSTRUCT 4' SSMH &CONNECT TO EX. 12" SSBEGIN 6" SS6" SEWER @ 1.0% MINIMUM(PRIVATE)END 6" SS SERVICEREFER TO MEP FORCONTINUATIONEX. F.H ASSEMBLY TO REMAININSTALL:1-F.H. ASSEMBLY8"X6" ANCHOR TEE1 - 6" GV1 - 8" GVINSTALL:2-45° BEND1" IRRIGATION METERW/ BACKFLOW PREVENTIONINSTALL:2-45° BENDINSTALL:1-F.H. ASSEMBLY8"X6" ANCHOR TEE1 - 6" GV1 - 8" GVCONNECT PROPOSED WATER LINE TOEXISTING 12" WATER LINEINSTALL:12"X8" TAPPING SLEEVE 1 - 8" GVFIRE RISER ROOM W/WALL MOUNTED FDCINSTALL:1 - 8"X6" ANCHOR TEE1 - 6" GATE VALVE6" FIRE LINE TO BUILDING20' UTILITY ESMT15' WATER LINE ESMT15' UTILITY ESMT10' ELECTRIC ESMT30' BUILDI N G L I N E 1 0 ' E L E C T R I C E S M T 15' DRAINAGE & UTILITY ESMT24' COMMONACCESS ESMT 5' PUBLIC ACCESS ESMT10' UTILITY ESMT15' UTILITYESMT 15' UTILITY ESMT10' SANITARYSEWER ESMT PROPERTY BOUNDARYPROPER T Y B O U N D A R Y PROPERTY BOUNDARYPROPERTY BOUNDARYEX. SIDEWALK10' UTILITY & PEDESTRIAN ACCESS ESMT8" WATER LINEREFER TO MEP FOR CONTINUATIONREFER TO MEP FOR BACK FLOWPREVENTION IN BUILDING &EXTERNAL MOUNTED FDCEX 12" SEWER LINE GREASE TRAPINSTALL:1-45° BEND W/ C.O.INSTALL: 1 - 6" X 6" WYE45° W/ C.O.LEGENDEXISTING WATER MAINEXISTING SANITARY SEWER AND MANHOLEPROPOSED WATER LINEPROPOSED SANITARY SEWER LINE AND CLEAN OUTPROPOSED COMMUNICATION LINEPROPOSED UNDERGROUND ELECTRICAL LINEEXISTING OVERHEAD POWER LINEPROPOSED SANITARY SEWER LINE AND MANHOLENOTES1.CONTRACTOR SHALL COORDINATE WITH FRANCHISE UTILITYCOMPANIES AND IRRIGATION PLANS TO DETERMINE QUANTITY, SIZE,AND LOCATION FOR ALL CONDUIT AND SLEEVING REQUIRED TOSERVE BUILDING AND SITE. ALL CONDUIT AND SLEEVES SHALL BEINSTALLED PRIOR TO SUBGRADE PREPARATION AND PAVING.FRANCHISE UTILITY NOTES:1.THE GAS, ELECTRIC AND TELEPHONE INFORMATION SHOWN ON THISPLAN IS BASED UPON THE LATEST INFORMATION AVAILABLE FROMTHE RESPECTIVE FRANCHISE UTILITY COMPANIES. IT IS INTENDEDFOR PURPOSES OF GENERAL BIDDING AND BASIC CLARITY. SPECIFICJOB SITE CONDITIONS SHALL BE FIELD VERIFIED PER NOTES 2THROUGH 4 BELOW. THE FRANCHISE UTILITY CONTRACTORASSUMES ALL RESPONSIBILITY FOR SAID FIELD CONDITIONS ANDASSOCIATED REVISIONS REQUIRED BY THE RESPECTIVE UTILITYCOMPANIES INVOLVED.2.THE FRANCHISE UTILITY CONTRACTOR SHALL CONTACT THERESPECTIVE FRANCHISE UTILITY COMPANIES, VERIFY ALLREQUIREMENTS AND EQUIPMENT, AND FURNISH AND INSTALL,INCLUDING BUT NOT LIMITED TO, ALL METERS, TRANSFORMERS,CONDUIT, CONCRETE PADS, TRENCHING, AND BACKFILL NECESSARYFOR PROPER INSTALLATION. FRANCHISE UTILITY CONTRACTORSHALL ALSO PAY ALL FEES AND CHARGES INCURRED ANDCOORDINATE WITH OTHER FRANCHISE UTILITY COMPANIES.3.THE FRANCHISE UTILITY CONTRACTOR SHALL FIELD VERIFY, IN THEPRESENCE OF THE RESPECTIVE UTILITY COMPANYREPRESENTATIVES, THE LOCATION OF ALL EXISTING AND PROPOSEDUTILITY SERVICES AND EQUIPMENT. THE FRANCHISE UTILITYCONTRACTOR SHALL INCLUDE IN HIS BID SUFFICIENT FUNDS TOCOVER ALL COSTS REQUIRED BY UTILITY COMPANIES TO PROVIDENEW SERVICES AND/OR UPGRADE EXISTING SERVICES. NOALLOWANCES WILL BE MADE FOR FRANCHISE UTILITYCONTRACTOR'S UNFAMILIARITY WITH THE EXISTING CONDITION,REQUIREMENTS OF THE NEW CONDITIONS, AND/OR FAILURE TOCOORDINATE INSTALLATION.4.CONTRACTOR SHALL VERIFY THAT METER AND TRANSFORMERLOCATIONS SHOWN MEET DESIGN CRITERIA BY FRANCHISE UTILITYCOMPANIES FOR, BUT NOT LIMITED TO, THE OFFSET DISTANCE FROMFACE OF BUILDING.DATENo.REVISION BYDATE:SHEETFile No.4/24/2026CHECKED:CLCDRAWN:MLDESIGN:MLHUNINGTON SOUTHLAKE SOUTHLAKE BLVD. SOUTHLAKE, TEXAS 3231 HARWOOD ROAD PHONE: 817.281.0572 BEDFORD, TX 76021 WWW.CLAYMOOREENG.COM TEXAS REGISTRATION #141992026-XXXBENCHMARK:-TBM #1: AN "X" CUT FOUND ON TOP OF CURB INLET ONSOUTHLAKE BLVD APPROXIMATELY 87' SOUTHEAST OFTHE SOUTH WEST PROPERTY CORNER.ELEVATION: 640.82-TBM #2: AN "X" CUT FOUND ON TOP OF CURB INLET ONSOUTHLAKE BLVD APPROXIMATELY 45' SOUTHWEST OFSOUTHEAST PROPERTY CORNER OFF STONEBRIDGELANEELEVATION: 638.1-TBM #3: MAGNETIC NAILFOUND APPROXIMATELY 26'NORTH EAST OF NORTH EAST PROPERTY CORNER.ELEVATION: 647.5PRELIMINARYCLAYMOORE ENGINEERING0GRAPHIC SCALE1 inch = ft.3030603015UTILITY PLANC-5 3.68 ACRES160,148 SQ. FT.LOT 6RBLOCK 1STONEBRIDGE PARKDOC. NO. D210082975P.R.T.C.T.LOT 1BLOCK 1RIVER OAKS ADDITIONDOC. NO. D207347867P.R.T.C.T.LOT 4BLOCK 1RIVER OAKS ADDITIONDOC. NO. D207347867P.R.T.C.T.LOT 2R-1BLOCK 1STONEBRIDGE PARKDOC. NO. D208375523P.R.T.C.T.LOT 1BLOCK 1STONEBRIDGE PARKDOC. NO. D198015377P.R.T.C.T.SOUTHLAKE BOULEVARD130' RIGHT-OF-WAYSTONEBRIDGE LANE600' RIGHT-OF-WAYCAB. A, SLD. 3998, P.R.T.C.T.LOT 4R-2RBLOCK 1STONEBRIDGE PARKDOC. NO. D209037495P.R.T.C.T.6476406416426436446456466456466396416426446 4 2 643644645647646648 648649650651652652650652648640639641642643644645646 63863863663763664064364164264063963963863763963963 8 6386406416426436446456466426 4 3 6446 3 9 6 4 0 6 4 1 6 4 2 6 4 3 6456446466476 3 8 639640NOPARKING18,939 SFRETAILNO PARKING NO PARKINGSSTRENCH DRAININSTALL:1- 3'X3' LANDSCAPE DRAININSTALL:1-18" HEADWALL20'X15' RIP-RAPCURB CUTCURB CUTCURB CUT18" STORM18" STORM12" STORM EX. (5) 7'X4'RCBAPPROXIMATELOCATION OF CREEKCONC R E T E L I N E CHAN N E LINSTALL:1- 45° BENDINSTALL:1- 45° BENDEX. 20' CURB INLETEX. 20' CURB INLET20' UTILITY ESMT15' WATER LINE ESMT15' UTILITY ESMT15' DRAINAGE & UTILITY ESMT10' UTILITY ESMTAPPROXIMATELOCATION OF CREEKPROPER T Y B O U N D A R YPROPERTY BOUNDARYCONC R E T E L I N E CHAN N E L EX. RETAINING WALLVARIABLE WIDTHDRAINAGE ESMTBIG BEAR CREEK TRIBUTARY BB-9±205 LF VARIABLE HEIGHT RETAINING WALLMAX HEIGHT 4.5'20'15'10'X10' RIP-RAP10'X10' RIP-RAPPROPOSED FLOODPLAIN PER FLOODSTUDY PREPARED BY FOOSE CIVILENGINEERING CONSULTINGFLOODWAYLEGENDEXISTING WATER MAINEXISTING SANITARY SEWER AND MANHOLEPROPOSED WATER LINEPROPOSED SANITARY SEWER LINE AND CLEAN OUTPROPOSED COMMUNICATION LINEPROPOSED UNDERGROUND ELECTRICAL LINEEXISTING OVERHEAD POWER LINEPROPOSED SANITARY SEWER LINE AND MANHOLENOTES1.CONTRACTOR SHALL COORDINATE WITH FRANCHISE UTILITYCOMPANIES AND IRRIGATION PLANS TO DETERMINE QUANTITY, SIZE,AND LOCATION FOR ALL CONDUIT AND SLEEVING REQUIRED TOSERVE BUILDING AND SITE. ALL CONDUIT AND SLEEVES SHALL BEINSTALLED PRIOR TO SUBGRADE PREPARATION AND PAVING.FRANCHISE UTILITY NOTES:1.THE GAS, ELECTRIC AND TELEPHONE INFORMATION SHOWN ON THISPLAN IS BASED UPON THE LATEST INFORMATION AVAILABLE FROMTHE RESPECTIVE FRANCHISE UTILITY COMPANIES. IT IS INTENDEDFOR PURPOSES OF GENERAL BIDDING AND BASIC CLARITY. SPECIFICJOB SITE CONDITIONS SHALL BE FIELD VERIFIED PER NOTES 2THROUGH 4 BELOW. THE FRANCHISE UTILITY CONTRACTORASSUMES ALL RESPONSIBILITY FOR SAID FIELD CONDITIONS ANDASSOCIATED REVISIONS REQUIRED BY THE RESPECTIVE UTILITYCOMPANIES INVOLVED.2.THE FRANCHISE UTILITY CONTRACTOR SHALL CONTACT THERESPECTIVE FRANCHISE UTILITY COMPANIES, VERIFY ALLREQUIREMENTS AND EQUIPMENT, AND FURNISH AND INSTALL,INCLUDING BUT NOT LIMITED TO, ALL METERS, TRANSFORMERS,CONDUIT, CONCRETE PADS, TRENCHING, AND BACKFILL NECESSARYFOR PROPER INSTALLATION. FRANCHISE UTILITY CONTRACTORSHALL ALSO PAY ALL FEES AND CHARGES INCURRED ANDCOORDINATE WITH OTHER FRANCHISE UTILITY COMPANIES.3.THE FRANCHISE UTILITY CONTRACTOR SHALL FIELD VERIFY, IN THEPRESENCE OF THE RESPECTIVE UTILITY COMPANYREPRESENTATIVES, THE LOCATION OF ALL EXISTING AND PROPOSEDUTILITY SERVICES AND EQUIPMENT. THE FRANCHISE UTILITYCONTRACTOR SHALL INCLUDE IN HIS BID SUFFICIENT FUNDS TOCOVER ALL COSTS REQUIRED BY UTILITY COMPANIES TO PROVIDENEW SERVICES AND/OR UPGRADE EXISTING SERVICES. NOALLOWANCES WILL BE MADE FOR FRANCHISE UTILITYCONTRACTOR'S UNFAMILIARITY WITH THE EXISTING CONDITION,REQUIREMENTS OF THE NEW CONDITIONS, AND/OR FAILURE TOCOORDINATE INSTALLATION.4.CONTRACTOR SHALL VERIFY THAT METER AND TRANSFORMERLOCATIONS SHOWN MEET DESIGN CRITERIA BY FRANCHISE UTILITYCOMPANIES FOR, BUT NOT LIMITED TO, THE OFFSET DISTANCE FROMFACE OF BUILDING.DATENo.REVISION BYDATE:SHEETFile No.4/24/2026CHECKED:CLCDRAWN:MLDESIGN:MLHUNINGTON SOUTHLAKE SOUTHLAKE BLVD. SOUTHLAKE, TEXAS 3231 HARWOOD ROAD PHONE: 817.281.0572 BEDFORD, TX 76021 WWW.CLAYMOOREENG.COM TEXAS REGISTRATION #141992026-XXXBENCHMARK:-TBM #1: AN "X" CUT FOUND ON TOP OF CURB INLET ONSOUTHLAKE BLVD APPROXIMATELY 87' SOUTHEAST OFTHE SOUTH WEST PROPERTY CORNER.ELEVATION: 640.82-TBM #2: AN "X" CUT FOUND ON TOP OF CURB INLET ONSOUTHLAKE BLVD APPROXIMATELY 45' SOUTHWEST OFSOUTHEAST PROPERTY CORNER OFF STONEBRIDGELANEELEVATION: 638.1-TBM #3: MAGNETIC NAILFOUND APPROXIMATELY 26'NORTH EAST OF NORTH EAST PROPERTY CORNER.ELEVATION: 647.5PRELIMINARYCLAYMOORE ENGINEERING0GRAPHIC SCALE1 inch = ft.3030603015STORM PLANC-6 3.68 ACRES160,148 SQ. FT.LOT 6RBLOCK 1STONEBRIDGE PARKDOC. NO. D210082975P.R.T.C.T.LOT 1BLOCK 1RIVER OAKS ADDITIONDOC. NO. D207347867P.R.T.C.T.LOT 4BLOCK 1RIVER OAKS ADDITIONDOC. NO. D207347867P.R.T.C.T.LOT 2R-1BLOCK 1STONEBRIDGE PARKDOC. NO. D208375523P.R.T.C.T.LOT 1BLOCK 1STONEBRIDGE PARKDOC. NO. D198015377P.R.T.C.T.SOUTHLAKE BOULEVARD130' RIGHT-OF-WAYSTONEBRIDGE LANE600' RIGHT-OF-WAYCAB. A, SLD. 3998, P.R.T.C.T.50' BUILDING LINEDOC. NO. D210082975, P.R.T.C.T.30' BUILDING LINEDOC. NO. D210082975P.R.T.C.T.LOT 4R-2RBLOCK 1STONEBRIDGE PARKDOC. NO. D209037495P.R.T.C.T.NOPARKING18,939 SFRETAILNO PARKING NO PARKINGSSPROP. CONCRETESIDEWALKPROP. CONCRETESIDEWALKPROP. CONCRETESIDEWALKPROP. CONCRETESIDEWALKPROP. CONCRETESIDEWALKPROP. CONCRETESIDEWALKPROP. ADA RAMPPROP. ADA RAMPPROP. ADA RAMPLEGENDPROPOSED CONCRETE SIDEWALKEXISTING PUBLIC SIDEWALKDATENo.REVISION BYDATE:SHEETFile No.4/24/2026CHECKED:CLCDRAWN:MLDESIGN:MLHUNINGTON SOUTHLAKE SOUTHLAKE BLVD. SOUTHLAKE, TEXAS 3231 HARWOOD ROAD PHONE: 817.281.0572 BEDFORD, TX 76021 WWW.CLAYMOOREENG.COM TEXAS REGISTRATION #141992026-XXXBENCHMARK:-TBM #1: AN "X" CUT FOUND ON TOP OF CURB INLET ONSOUTHLAKE BLVD APPROXIMATELY 87' SOUTHEAST OFTHE SOUTH WEST PROPERTY CORNER.ELEVATION: 640.82-TBM #2: AN "X" CUT FOUND ON TOP OF CURB INLET ONSOUTHLAKE BLVD APPROXIMATELY 45' SOUTHWEST OFSOUTHEAST PROPERTY CORNER OFF STONEBRIDGELANEELEVATION: 638.1-TBM #3: MAGNETIC NAILFOUND APPROXIMATELY 26'NORTH EAST OF NORTH EAST PROPERTY CORNER.ELEVATION: 647.5PRELIMINARYCLAYMOORE ENGINEERINGPEDESTRIAN ACCESS PLANP-124' FIRE LANE 0GRAPHIC SCALE1 inch = ft.3030603015 SOUTHLAKE BOULEVARD130' R IGHT -OF -WAY50' BU ILD ING L INEDOC. NO . D210082975 , P .R .T .C .T .30' BUILDING LINEDOC. NO. D210082975P.R.T.C.T.ZONE"AE FLOODWAY"ZONE "AE"TBM MAG NAILN:7026406.4E:2370923.3ELEV:647.5'TBM X-CUTN:7026095.5E:2371000.1ELEV:638.1'TBM X-CUTN:7025943.9E:2370762.2ELEV:640.8'2467246624652464246324622461246024592458245724562455245424532452245124502449244824472446244524442443244224412440243924382437243624352434243324322431243024292428242724262425242424232422242124202419241824172416241524142413241224112410240924082407240624052404240224012400239923982397239623952394239323922391239023892388238723862385238423832382238123802379237823772376237523742373237223712370236923682367236623652364236323622361236023592358235723562355235423532352235123502349234823472346234523442343234223412340233923382337233623352334233323322331233023292328232723262325232423232322232123202319231823172316231523142313647640641642643644645646645646639641642644642 643 6 4 4 6 4 5 6 4 7 6 4 6 648 648649650651652652650652 6486406396416426436386386 3 6 6 3 7 6366406436 4 1 6426406396 3 9 638637639639638638 640641642643644645646642643 644639 640 641 642 643 64564 4 646647638 639640NOPARKING 18,939 SFRETAIL NO P A R KI N G NO PARKI N GSS FLOODPLAIN PER DRAINAGE STUDY PERFORMEDBY FOOSE CIVIL ENGINEERIGN & CONSULTINGFLOODWAY24' FIRELANE 20' UTILITY ESMT50' BUILDING LINE15' WATER LINE ESMT15' UTILITY ESMT10' ELECTR IC ESMT 10' ELECTR I C E S M T15' DRAINAGE & UTILITY ESMT24' COMMONACCESS ESMT 5' PUBLIC ACCESS ESMT10' UTILITY ESMT15' UTILITYESMT 15' UTILITY ESMT10' SANITARYSEWER ESMT25' BLDG.SETBACK10' UTILITY & PEDESTRIAN ACCESS ESMT20' -0 " LANDSCAPE SETBACK 30' BUI L DI N G LI N E PROPERTY BOUNDARYPROP E R T Y B O U N D A R Y PROP E R T Y B O U N D A R Y PROPERTY BOUNDARY DATENo.REVISION BYDATE:SHEETFile No.4/24/2026CHECKED:CLCDRAWN:MLDESIGN:MLHUNINGTON SOUTHLAKE SOUTHLAKE BLVD. SOUTHLAKE, TEXAS 3231 HARWOOD ROAD PHONE: 817.281.0572 BEDFORD, TX 76021 WWW.CLAYMOOREENG.COM TEXAS REGISTRATION #141992026-XXXBENCHMARK:-TBM #1: AN "X" CUT FOUND ON TOP OF CURB INLET ONSOUTHLAKE BLVD APPROXIMATELY 87' SOUTHEAST OFTHE SOUTH WEST PROPERTY CORNER.ELEVATION: 640.82-TBM #2: AN "X" CUT FOUND ON TOP OF CURB INLET ONSOUTHLAKE BLVD APPROXIMATELY 45' SOUTHWEST OFSOUTHEAST PROPERTY CORNER OFF STONEBRIDGELANEELEVATION: 638.1-TBM #3: MAGNETIC NAILFOUND APPROXIMATELY 26'NORTH EAST OF NORTH EAST PROPERTY CORNER.ELEVATION: 647.5PRELIMINARYCLAYMOORE ENGINEERINGTP-1TREE PRESERVATION N.T.S.VICINITY MAPFM 1709 - SOUTHLAKE BLVDS. KIMBALL AVE. NOL E N D R I V E SILICON DR.KIMBALL HILL CTEASTWOOD DR. MANCHESTER CT N.T.S.N.T.S.LEGENDTREES TO BE PRESERVEDTREES TO BE REMOVEDTREE PRESERVATION SUMMARYGROSS SITE AREA160,148 SFEXISTING CANOPY TREETOTAL AREA50,781 SFEXISTING TREE CANOPYTO BE REMOVEDEXISTING TREE CANOPYTO REMAIN**NOTE:TRESS CANOPY CALCULATIONS ARE APPROXIMATE BASED ON THELOCATIONS FROM TREE LOCATIONS FROM TREE SURVEY COMBINEDWITH ARIAL IMAGERYTREE REPLACEMENT & PROTECTIONPROCEDURES FOR THE CITY OF SOUTHLAKE-SEE SEC. 9.5.379 - TREE REPLACEMENT ANDTREE PROTECTION STANDARDS IN THE CITYOF SOUTHLAKE CODE OF ORDINANCES.6,093 SF44,688 SFSEE TREE SURVEY FOR SIZE AND SPECIES12%88%32%MARGINAL TREESLIMITS OF PROPOSED GRADINGSITEC R O O K E D L NOWNER:APPLICANT:CLAYMOORE ENGINEERING, INC.CLAY CRISTY, P.E.1903 CENTRAL DRIVE, SUITE #406BEDFORD, TX 76021PH: 817.281.0572SURVEYOR:EAGLE SURVEYING, LLC222 SOUTH ELM STREET,SUITE 200DENTON, 76201PH:940.222.3009ANKINZ LLC1317 PROVINCE LNSOUTHLAKE, TX 76092DEVELOPER:HUNINGTONGAGE A. RABA3773 RICHMOND AVE.SUITE 800HOUSTON, TX 77046PH:713.623.6944TREE TABLEIDCOMMON NAMEDBH (INCHES)2313ELM82314ELM102315ELM82316ELM62317ELM122318ELM62319ELM62320ELM62321ELM102322ELM82323ELM122324ELM102325ELM122326HACKBERRY82327OSAGE ORANGE122328HACKBERRY102329ELM82330ELM62331ELM82332ELM62333ELM102334ELM362335OAK162336OAK202337OAK162338OAK142339CEDAR182340CEDAR142341CEDAR122342CEDAR122343OAK122344OAK242345CEDAR242346HACKBERRY62347ELM162348ELM142349CEDAR122350ELM122351ELM182352CEDAR122353ELM82354ELM122355CEDAR62356OAK302357CEDAR82358ELM82359CEDAR62360OAK182361CEDAR82362OAK182363CEDAR122364OAK82365OAK62366OAK242367OAK242368ELM82369ELM62370ELM122371ELM142372CEDAR122373CEDAR202374CEDAR182375ELM102376CEDAR162377ELM182378ELM202379ELM62380OAK62381ELM62382ELM102383OAK122384CEDAR102385ELM202386ELM122387HACKBERRY62388CEDAR62389CEDAR12TREE TABLEIDCOMMON NAMEDBH (INCHES)2422CEDAR102423CEDAR122424ELM82425CEDAR142426ELM102427WILLOW122428WILLOW162429WILLOW102430WILLOW82431ELM102432ELM122433ELM102434ELM82435CEDAR142436CEDAR122437ELM142438HACKBERRY102439HACKBERRY82440HACKBERRY82441HACKBERRY62442HACKBERRY82443ELM122444ELM122445ELM142446ELM202447ELM102448ELM142449ELM102450ELM202451ELM122452ELM122453ELM122454ELM82455HACKBERRY162456OAK122457OAK122458OAK102459OAK82460OAK122461OAK102462ELM162463ELM142464ELM102465OAK102466ELM162467ELM122390CEDAR82391CEDAR82392CEDAR102393CEDAR82394CEDAR82395CEDAR82396CEDAR82397CEDAR102398CEDAR102399ELM62400CEDAR82401CEDAR62402CEDAR82404CEDAR62405CEDAR82406CEDAR102407ELM122408CEDAR142409CEDAR182410ELM62411ELM62412CEDAR62413CEDAR122414CEDAR102415CEDAR82416CEDAR102417CEDAR122418CEDAR102419CEDAR122420CEDAR122421CEDAR142422CEDAR10 NO PARKING 18,939 SF RETAIL NO PARKINGNOPARKING3.68 ACRES 160,148 SQ. FT. LOT 6R BLOCK 1 STONEBRIDGE PARK DOC. NO. D210082975 P.R.T.C.T. L O T 1 BL O C K 1 RI V E R O A K S A D D I T I O N D O C . N O . D 2 0 7 3 4 7 8 6 7 P. R . T . C . T . L O T 4 B L O C K 1 RI V E R O A K S A D D I T I O N D O C . N O . D 2 0 7 3 4 7 8 6 7 P. R . T . C . T . L O T 2 R - 1 BL O C K 1 S T O N E B R I D G E P A R K D O C . N O . D 2 0 8 3 7 5 5 2 3 P. R . T . C . T . L O T 1 BL O C K 1 S T O N E B R I D G E P A R K D O C . N O . D 1 9 8 0 1 5 3 7 7 P. R . T . C . T . SOUTHLAKE BOULEVARD 130' RIGHT-OF-WAY STONEBRIDGE LANE600' RIGHT-OF-WAYCAB. A, SLD. 3998, P.R.T.C.T.L O T 4 R - 2 R BL O C K 1 S T O N E B R I D G E P A R K D O C . N O . D 2 0 9 0 3 7 4 9 5 P. R . T . C . T . 24' FIRE LANE 24' FIRE LANE 20' UTILITY ESMT50' BUILDING LINE15' WATER LINE ESMT15' UTILI T Y E S M T 20'-0" LANDSCAPE SETBACK 10' ELEC T R I C E S M T30' BUILDING LINE10' ELECTRIC ESMT15' DRAI N A G E & U T I L I T Y E S M T 24' COMMONACCESS ESMT5' PUBLIC ACCESS ESMT10' UTILI T Y E S M T 15' UTILITYESMT15' UTILI T Y E S M T10' SANITARYSEWER ESMTAPPROXIMATE LOCATION OF CREEK P R O P E R T Y B O U N D A R Y PROPERTY BOUNDARYPROPERTY BOUNDARYPROPERTY BOUNDARY 9' TYP.18' TYP.18' TYP.9' TYP.18' TYP.9' TYP. 18' TYP.9' TYP.CONCRETE LINECHANNELEX. RETAINING WALL VARIABLE WIDTH DRAINAGE ESMT 26.3' 151'169.1'R 3 0 ' CONNECT TO EX. SIDEWALK BARRIER FREE RAMP BARRIER FREE RAMP EX. SIDEWALK 25' BLD G . SETBAC K 24.4' ±399' 1 0 ' U T I L I T Y & P E D E S T R I A N A C C E S S E S M T BIG BEAR CREEK TR IBUTARY BB -9 DEMOLISH & REMOVE EX. RETAINING WALL ±205 LF VARIABLE HEIGHT RETAINING WALL MAX HEIGHT 4.5'N21°08'31"W351.11'N22°38'31"W 30.00'N2°24'29"E153.12'S 8 2 ° 2 8 ' 2 1 " E 3 8 0 . 0 8 'S22°06'06"E243.17'S51°04'23"W 15.74' F S C F I I L L C S P 1 ( Z A 0 7 - 1 3 1 ) O R D . 4 8 0 - 5 4 7 O F F I C E C O M M E R C I A L KL O E S E L G R E G O R Y B S P 2 ( Z A 2 1 - 0 0 7 3 ) O R D . 4 8 0 - 4 7 4 B O F F I C E C O M M E R C I A L P E S M A N A G E M E N T L L C S P 2 ( Z A 2 1 - 0 0 7 3 ) O R D . 48 0 - 4 7 4 B O F F I C E C O M M E R C I A L 11 6 7 5 R I D G E L I N E D R I V E L L C S P 2 ( Z A 9 6 - 8 5 ) O R D . 4 8 0 - 2 0 8 O F F I C E C O M M E R C I A L MI T C H E L L B U I L D E R S I N C S P 2 ( Z A 1 7 - 1 0 0 ) O R D . 4 8 0 - 5 4 8 A O F F I C E C O M M E R C I A L 37.56' 87.78'R20'62'R30' 24' FLOODPLAIN PER DRAINAGE STUDY PERFORMED BY FOOSE CIVIL ENGINEERIGN & CONSULTING FLOODWAY © 2026 Microsoft Corporation © 2026 TomTom © 2026 Microsoft Corporation © 2026 TomTom ±205 LF VARIABLE HEIGHT RET A I N I N G W A L L MAX HEIGHT 4.5' FSCF II LLCSP1 (ZA07-131)ORD. 480-547OFFICE COMMERCIAL KLOESEL GREGORY BSP2 (ZA21-0073)ORD. 480-474BOFFICE COMMERCIAL PES MANAGEMENT LLCSP2 (ZA21-0073)ORD.480-474BOFFICE COMMERCIAL 11675 RIDGELINE DRIVE LLCSP2 (ZA96-85)ORD. 480-208OFFICE COMMERCIAL MITCHELL BUILDERS INCSP2 (ZA17-100)ORD. 480-548AOFFICE COMMERCIAL FLOODPLAIN PER DRAINAGE STUDY PE R F O R M E D BY FOOSE CIVIL ENGINEERIGN & CONS U L T I N G CURVE TABLE CURVE C1 C2 RADIUS 1844.86' 700.00' LENGTH 390.63' 21.80' CHORD BEARING S58°36'23"W S22°59'39"E CHORD 389.90' 21.80' DELTA 12°07'54" 1°47'04" TANGENT 196.05' 10.90'DATENo.REVISIONBYDATE: SHEET File No. 4/24/2026 CHECKED:CLC DRAWN:ML DESIGN:MLHUNINGTON SOUTHLAKESOUTHLAKE BLVD.SOUTHLAKE, TEXAS3231 HARWOOD ROADPHONE: 817.281.0572BEDFORD, TX 76021 WWW.CLAYMOOREENG.COMTEXAS REGISTRATION #14199 2026-XXX BENCHMARK: -TBM #1: AN "X" CUT FOUND ON TOP OF CURB INLET ON SOUTHLAKE BLVD APPROXIMATELY 87' SOUTHEAST OF THE SOUTH WEST PROPERTY CORNER. ELEVATION: 640.82 -TBM #2: AN "X" CUT FOUND ON TOP OF CURB INLET ON SOUTHLAKE BLVD APPROXIMATELY 45' SOUTHWEST OF SOUTHEAST PROPERTY CORNER OFF STONEBRIDGE LANE ELEVATION: 638.1 -TBM #3: MAGNETIC NAILFOUND APPROXIMATELY 26' NORTH EAST OF NORTH EAST PROPERTY CORNER. ELEVATION: 647.5 PRELIMINARY CLAYMOORE ENGINEERING SITE PLANSP-1 FLOOD NOTE: THIS PROPERTY IS LOCATED IN ZONE "X", ZONE "AE", & ZONE "AE FLOODWAY" AS SCALED FROM THE F.E.MA. FLOOD INSURANCE RATE MAP DATED MARCH 21, 2019 AND IS LOCATED IN COMMUNITY NUMBER 480612 AS SHOWN ON MAP NUMBER 48439C0090L. THIS LOCATION OF THE FLOOD ZONE IS APPROXIMATE. FOR ADDITIONAL INFORMATION REGARDING FLOOD ZONE DESIGNATION, CONTATCT 1-(877) FEMA MAP. LOMR CASE 19-06-1227P EFFECTIVE DATE APRIL 27,2020.24' FIRELANER 3 0 ' R 5 4 'R30'R54'R30' R54'R30'R54' R 3 0 ' R 5 4 ' VICINITY MAP N.T.S. NOTES: 1.ALL DIMENSIONS ARE TO FACE OF CURB UNLESS OTHERWISE NOTED. 2.REFER TO ARCHITECTURAL PLANS FOR BUILDING DIMENSIONS AND EXACT DOOR LOCATIONS. LEGEND STANDARD DUTY CONCRETE PAVEMENT HEAVY DUTY CONCRETE PAVEMENT DUMPSTER AREA CONCRETE PAVEMENT SECTION SIDEWALK CONCRETE PAVEMENT PROPERTY BOUNDARY PROPOSED CONCRETE CURB AND GUTTER PARKING COUNT EXISTING FIRE LANE STRIPPING SITE OWNER: APPLICANT: CLAYMOORE ENGINEERING, INC. CLAY CRISTY, P.E. 1903 CENTRAL DRIVE, SUITE #406 BEDFORD, TX 76021 PH: 817.281.0572 SURVEYOR: EAGLE SURVEYING, LLC 222 SOUTH ELM STREET, SUITE 200 DENTON, 76201 PH:940.222.3009 ANKINZ LLC 1317 PROVINCE LN SOUTHLAKE, TX 76092 DEVELOPER: HUNINGTON GAGE A. RABA 3773 RICHMOND AVE. SUITE 800 HOUSTON, TX 77046 PH:713.623.6944 0 GRAPHIC SCALE 1 inch = ft. 30 30 60 30 15 HUNINGTON SOUTHLAKE ZONING CHANGE SITE PLAN ZA26-00401 STONEBRIDGE PARK ADDITION LOT 6R SOUTHLAKE, TARRANT COUNTY, TX SOUTHLAKE BOULEVARD130' R IGHT -OF -WAY50' BU ILD ING L INEDOC. NO . D210082975 , P .R .T .C .T .30' BUILDING LINEDOC. NO. D210082975P.R.T.C.T.ZONE"AE FLOODWAY"ZONE "AE"TBM MAG NAILN:7026406.4E:2370923.3ELEV:647.5'TBM X-CUTN:7026095.5E:2371000.1ELEV:638.1'TBM X-CUTN:7025943.9E:2370762.2ELEV:640.8'2467246624652464246324622461246024592458245724562455245424532452245124502449244824472446244524442443244224412440243924382437243624352434243324322431243024292428242724262425242424232422242124202419241824172416241524142413241224112410240924082407240624052404240224012400239923982397239623952394239323922391239023892388238723862385238423832382238123802379237823772376237523742373237223712370236923682367236623652364236323622361236023592358235723562355235423532352235123502349234823472346234523442343234223412340233923382337233623352334233323322331233023292328232723262325232423232322232123202319231823172316231523142313647640641642643644645646645646639641642644642 643 6 4 4 6 4 5 6 4 7 6 4 6 648 648649650651652652650652 6486406396416426436386386 3 6 6 3 7 6366406436 4 1 6426406396 3 9 638637639639638638 640641642643644645646642643 644639 640 641 642 643 64564 4 646647638 639640NOPARKING 18,939 SFRETAIL NO P A R KI N G NO PARKI N GSS FLOODPLAIN PER DRAINAGE STUDY PERFORMEDBY FOOSE CIVIL ENGINEERIGN & CONSULTINGFLOODWAY24' FIRELANE 20' UTILITY ESMT50' BUILDING LINE15' WATER LINE ESMT15' UTILITY ESMT10' ELECTR IC ESMT 10' ELECTR I C E S M T15' DRAINAGE & UTILITY ESMT24' COMMONACCESS ESMT 5' PUBLIC ACCESS ESMT10' UTILITY ESMT15' UTILITYESMT 15' UTILITY ESMT10' SANITARYSEWER ESMT25' BLDG.SETBACK10' UTILITY & PEDESTRIAN ACCESS ESMT20' -0 " LANDSCAPE SETBACK 30' BUI L DI N G LI N E PROPERTY BOUNDARYPROP E R T Y B O U N D A R Y PROP E R T Y B O U N D A R Y PROPERTY BOUNDARY DATENo.REVISION BYDATE:SHEETFile No.4/24/2026CHECKED:CLCDRAWN:MLDESIGN:MLHUNINGTON SOUTHLAKE SOUTHLAKE BLVD. SOUTHLAKE, TEXAS 3231 HARWOOD ROAD PHONE: 817.281.0572 BEDFORD, TX 76021 WWW.CLAYMOOREENG.COM TEXAS REGISTRATION #141992026-XXXBENCHMARK:-TBM #1: AN "X" CUT FOUND ON TOP OF CURB INLET ONSOUTHLAKE BLVD APPROXIMATELY 87' SOUTHEAST OFTHE SOUTH WEST PROPERTY CORNER.ELEVATION: 640.82-TBM #2: AN "X" CUT FOUND ON TOP OF CURB INLET ONSOUTHLAKE BLVD APPROXIMATELY 45' SOUTHWEST OFSOUTHEAST PROPERTY CORNER OFF STONEBRIDGELANEELEVATION: 638.1-TBM #3: MAGNETIC NAILFOUND APPROXIMATELY 26'NORTH EAST OF NORTH EAST PROPERTY CORNER.ELEVATION: 647.5PRELIMINARYCLAYMOORE ENGINEERINGTP-1TREE PRESERVATION N.T.S.VICINITY MAPFM 1709 - SOUTHLAKE BLVDS. KIMBALL AVE. NOL E N D R I V E SILICON DR.KIMBALL HILL CTEASTWOOD DR. MANCHESTER CT N.T.S.N.T.S.LEGENDTREES TO BE PRESERVEDTREES TO BE REMOVEDTREE PRESERVATION SUMMARYGROSS SITE AREA160,148 SFEXISTING CANOPY TREETOTAL AREA50,781 SFEXISTING TREE CANOPYTO BE REMOVEDEXISTING TREE CANOPYTO REMAIN**NOTE:TRESS CANOPY CALCULATIONS ARE APPROXIMATE BASED ON THELOCATIONS FROM TREE LOCATIONS FROM TREE SURVEY COMBINEDWITH ARIAL IMAGERYTREE REPLACEMENT & PROTECTIONPROCEDURES FOR THE CITY OF SOUTHLAKE-SEE SEC. 9.5.379 - TREE REPLACEMENT ANDTREE PROTECTION STANDARDS IN THE CITYOF SOUTHLAKE CODE OF ORDINANCES.6,093 SF44,688 SFSEE TREE SURVEY FOR SIZE AND SPECIES12%88%32%MARGINAL TREESLIMITS OF PROPOSED GRADINGSITEC R O O K E D L NOWNER:APPLICANT:CLAYMOORE ENGINEERING, INC.CLAY CRISTY, P.E.1903 CENTRAL DRIVE, SUITE #406BEDFORD, TX 76021PH: 817.281.0572SURVEYOR:EAGLE SURVEYING, LLC222 SOUTH ELM STREET,SUITE 200DENTON, 76201PH:940.222.3009ANKINZ LLC1317 PROVINCE LNSOUTHLAKE, TX 76092DEVELOPER:HUNINGTONGAGE A. RABA3773 RICHMOND AVE.SUITE 800HOUSTON, TX 77046PH:713.623.6944TREE TABLEIDCOMMON NAMEDBH (INCHES)2313ELM82314ELM102315ELM82316ELM62317ELM122318ELM62319ELM62320ELM62321ELM102322ELM82323ELM122324ELM102325ELM122326HACKBERRY82327OSAGE ORANGE122328HACKBERRY102329ELM82330ELM62331ELM82332ELM62333ELM102334ELM362335OAK162336OAK202337OAK162338OAK142339CEDAR182340CEDAR142341CEDAR122342CEDAR122343OAK122344OAK242345CEDAR242346HACKBERRY62347ELM162348ELM142349CEDAR122350ELM122351ELM182352CEDAR122353ELM82354ELM122355CEDAR62356OAK302357CEDAR82358ELM82359CEDAR62360OAK182361CEDAR82362OAK182363CEDAR122364OAK82365OAK62366OAK242367OAK242368ELM82369ELM62370ELM122371ELM142372CEDAR122373CEDAR202374CEDAR182375ELM102376CEDAR162377ELM182378ELM202379ELM62380OAK62381ELM62382ELM102383OAK122384CEDAR102385ELM202386ELM122387HACKBERRY62388CEDAR62389CEDAR12TREE TABLEIDCOMMON NAMEDBH (INCHES)2422CEDAR102423CEDAR122424ELM82425CEDAR142426ELM102427WILLOW122428WILLOW162429WILLOW102430WILLOW82431ELM102432ELM122433ELM102434ELM82435CEDAR142436CEDAR122437ELM142438HACKBERRY102439HACKBERRY82440HACKBERRY82441HACKBERRY62442HACKBERRY82443ELM122444ELM122445ELM142446ELM202447ELM102448ELM142449ELM102450ELM202451ELM122452ELM122453ELM122454ELM82455HACKBERRY162456OAK122457OAK122458OAK102459OAK82460OAK122461OAK102462ELM162463ELM142464ELM102465OAK102466ELM162467ELM122390CEDAR82391CEDAR82392CEDAR102393CEDAR82394CEDAR82395CEDAR82396CEDAR82397CEDAR102398CEDAR102399ELM62400CEDAR82401CEDAR62402CEDAR82404CEDAR62405CEDAR82406CEDAR102407ELM122408CEDAR142409CEDAR182410ELM62411ELM62412CEDAR62413CEDAR122414CEDAR102415CEDAR82416CEDAR102417CEDAR122418CEDAR102419CEDAR122420CEDAR122421CEDAR142422CEDAR10 / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / // / // / // / // / // / /// /// // / // / // / // / // ////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////XXXXXXXXX X X X XXXXXXXXXXX••••OHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHU3.68 ACRES160,148 SQ. FT.LOT 6RBLOCK 1STONEBRIDGE PARKDOC. NO. D210082975P.R.T.C.T.JESSE G. ALLEN SURVEY,ABSTRACT NO. 18LOT 1BLOCK 1RIVER OAKS ADDITIONDOC. NO. D207347867P.R.T.C.T.LOT 4BLOCK 1RIVER OAKS ADDITIONDOC. NO. D207347867P.R.T.C.T.LOT 2R-1BLOCK 1STONEBRIDGE PARKDOC. NO. D208375523P.R.T.C.T.LOT 1BLOCK 1STONEBRIDGE PARKDOC. NO. D198015377P.R.T.C.T.SOUTHLAKE BOULEVARD130' R IGHT -OF -WAYSTONEBRIDGE LANE600' RIGHT-OF-WAYCAB. A, SLD. 3998, P.R.T.C.T.CONCRETERETAINING WALLCONCRETERETAINING WALL12.0'12.0'15' WATER LINE EASEMENTDOC. NO. D207036018D.R.T.C.T.50' BU ILD ING L INEDOC. NO . D210082975 , P .R .T .C .T .20' UTILITY EASEMENTCAB. A, SLD. 4153P.R.T.C.T.15' DRAINAGE &UTILITY EASEMENTCAB. A, SLD. 4153P.R.T.C.T.30' BUILDING LINEDOC. NO. D210082975P.R.T.C.T.10' ELECTRIC EASEMENTDOC. NO. D210082975P.R.T.C.T.10' ELECTRIC EASEMENTDOC. NO. D210082975P.R.T.C.T.24' COMMON ACCESS EASEMENTCAB. A, SLD. 12215P.R.T.C.T.5' PUBLIC ACCESS EASEMENTCAB. A, SLD. 12215P.R.T.C.T.10' UTILITY EASEMENTCAB. A, SLD. 12215, P.R.T.C.T.15' UTILITY EASEMENTCAB. A, SLD. 12215P.R.T.C.T.15' UTILITY EASEMENTVOL. 12166, PG. 59D.R.T.C.T.15' UTILITY EASEMENTVOL. 12161, PG. 1922, D.R.T.C.T.SHADEDZONE "X"NON-SHADEDZONE "X"ZONE "AE"ZONE"AE FLOODWAY"BFE= 642.0'BFE= 642.0'SHADEDZONE "AE"NON-SHADEDZONE "X"SHADEDZONE "X"SHADEDZONE "X"ZONE "AE"10' SANITARYSEWER EASEMENTDOC. NO. D2218095357P.R.T.C.T.BRICKDUMPSTER WALLLOT 4R-2RBLOCK 1STONEBRIDGE PARKDOC. NO. D209037495P.R.T.C.T.SSMH-RIM=646.6'FL-8"PVC=636.5' (NW)FL-8"PVC=636.3' (SE)SSMH-RIM=641.1'FL-8"PVC= 629.0' (E)FL-8"PVC= 634.0' (E)FL-8"PVC= 628.8' (W)FL-8"PVC= 628.9' (NW)SSMH-RIM=649.4'FL-12"PVC= 627.1' (N)FL-12"PVC= 627.3' (NE)FL-18"PVC= 626.9' (W)SSMH-RIM=649.6'FL-18"PVC= 626.9' (E)FL-18"PVC= 626.7' (S)FL-12"PVC= 627.1' (W)SSMH-RIM=649.9'FL-8"PVC=640.9' (NW)FL-12"PVC=637.9' (NW)FL-12"PVC=637.9' (SE)SDMH-RIM=642.8'FL-18"RCP=638.8' (SW)SDMH-RIM=643.0'FL-18"RCP=638.8' (NE)SDMH-RIM=637.9'FL-42"RCP=632.0' (NE)SDMH-RIM=640.7'FL-30"RCP=636.1' (NE)TBM MAG NAILN:7026406.4E:2370923.3ELEV:647.5'TBM X-CUTN:7026095.5E:2371000.1ELEV:638.1'TBM X-CUTN:7025943.9E:2370762.2ELEV:640.8'246724662465246424632462246124602459245824572456245524542453245224512450244924482447244624452444244324422441244024392438243724362435243424332432243124302429242824272426242524242423242224212420241924182417241624152414241324122411241024092408240724062405240424022401240023992398239723962395239423932392239123902389238823872386238523842383238223812380237923782377237623752374237323722371237023692368236723662365236423632362236123602359235823572356235523542353235223512350234923482347234623452344234323422341234023392338233723362335233423332332233123302329232823272326232523242323232223212320231923182317231623152314231310' UTILITY & PEDESTRIAN ACCESS EASEMENTCAB. A, SLD. 12983DOC. NO. D208375523D.R.T.C.T.APPROXIMATELOCATION OF CREEK648 647 646 645 6 4 4 64 3 642 641 6406396386396 4 0 6396 3 9641642643645644648651649652650 649652650649 648647645646642643643645644644644 645643646649650651648647645 640639645 64664464264064164264064164164464064163964163964064264464564 6 6 4 7 6476416406446 4 6 6 4 7 648 6456436426386376366396406 3 5 632 63 8 6386426 4 1 6 4 3 643642643 6416456446 4 7648 6496506496 4 4 TREE TABLEIDCOMMON NAMEDBH (INCHES)2313ELM82314ELM102315ELM82316ELM62317ELM122318ELM62319ELM62320ELM62321ELM102322ELM82323ELM122324ELM102325ELM122326HACKBERRY82327OSAGE ORANGE122328HACKBERRY102329ELM82330ELM62331ELM82332ELM62333ELM102334ELM362335OAK162336OAK202337OAK162338OAK142339CEDAR182340CEDAR142341CEDAR122342CEDAR122343OAK122344OAK242345CEDAR242346HACKBERRY62347ELM162348ELM142349CEDAR122350ELM122351ELM182352CEDAR122353ELM82354ELM122355CEDAR62356OAK302357CEDAR82358ELM82359CEDAR62360OAK182361CEDAR82362OAK182363CEDAR122364OAK82365OAK62366OAK242367OAK242368ELM82369ELM62370ELM122371ELM142372CEDAR122373CEDAR202374CEDAR182375ELM102376CEDAR162377ELM182378ELM202379ELM62380OAK62381ELM62382ELM102383OAK122384CEDAR102385ELM202386ELM122387HACKBERRY62388CEDAR62389CEDAR12TREE TABLEIDCOMMON NAMEDBH (INCHES)2390CEDAR82391CEDAR82392CEDAR102393CEDAR82394CEDAR82395CEDAR82396CEDAR82397CEDAR102398CEDAR102399ELM62400CEDAR82401CEDAR62402CEDAR82404CEDAR62405CEDAR82406CEDAR102407ELM122408CEDAR142409CEDAR182410ELM62411ELM62412CEDAR62413CEDAR122414CEDAR102415CEDAR82416CEDAR102417CEDAR122418CEDAR102419CEDAR122420CEDAR122421CEDAR142422CEDAR102423CEDAR122424ELM82425CEDAR142426ELM102427WILLOW122428WILLOW162429WILLOW102430WILLOW82431ELM102432ELM122433ELM102434ELM82435CEDAR142436CEDAR122437ELM142438HACKBERRY102439HACKBERRY82440HACKBERRY82441HACKBERRY62442HACKBERRY82443ELM122444ELM122445ELM142446ELM202447ELM102448ELM142449ELM102450ELM202451ELM122452ELM122453ELM122454ELM82455HACKBERRY162456OAK122457OAK122458OAK102459OAK82460OAK122461OAK102462ELM162463ELM142464ELM102465OAK102466ELM162467ELM12CMW-JOB NUMBERDRAWN BYDATEREVISIONDenton, TX 76201940.222.3009www.eaglesurveying.comTX Firm # 10194177Eagle Surveying, LLC12/31/20252512.012222 South Elm StreetSuite: 200ALTERATIONS AND ERRORSThis survey is the work product of the signing surveyor and may not be altered or modified in any manner,except by the signing surveyor. Any alteration or modification performed to this survey by any party exceptfor the signing surveyor will be prosecuted to the fullest extent of the law. The surveyor will not beresponsible to the client for any typos or errors for which a correction is not requested by the client withinthirty days following the issuance of this survey.TOPOGRAPHICEXHIBITSURVEYOR NOTES1.This survey was performed without the benefit of an Abstract of Title or Title Commitment. Researchof record documents done by Eagle Surveying was performed for the purpose of determining theboundary of this property and adjoining parcels. Additional record documents may exist and encumberthis property.2.Elevations shown on this survey are based on aerial LiDAR and/or photogrammetry data collected viaUAV equipped with GNSS positioning. Vertical control was established by GPS observations utilizingthe AllTerra RTK Network, North American Vertical Datum of 1988 (Geoid 18).3.Approximate locations of the Underground Utilities, if shown on this survey, were derived from aboveground observations, Utility markings, and/or record documents. No excavation was performed on thissite at the time of this survey. For the exact location of the Underground Utilities call 1-800-545-6005.Eagle Surveying, LLC accepts no liability as to the accuracy of the Underground Utilities.4.This document represents an accurate on the ground survey of 2350 West Southlake Boulevard in theCity of Southlake, Tarrant County, Texas, on December 17th, 2025.LEGENDFLOOD NOTEThis property is located in Non-shaded Zone "X", Shaded Zone "X", Zone "AE", & Zone "AE Floodway"as scaled from the F.E.M.A. Flood Insurance Rate Map dated March 21, 2019 and is located in CommunityNumber 480612 as shown on Map Number 48439C0090L. The location of the Flood Zone is approximate.For additional information regarding Flood Zone designation, contact 1-(877) FEMA MAP. LOMR case19-06-1227P effective date April 27, 2020.LEGAL DESCRIPTIONLot 6R, Block 1 of Stonebridge Park, an Addition to the City of Southlake, Tarrant County, Texas, of recordin Document Number D210082975 of the Plat Records of Tarrant County, Texas.N1" = 40'04020Electric BoxElectric TransformerGuy WirePower PoleLight PoleAir Conditioning UnitBollardSignCable Utility MarkSanitary ManholeSanitary Clean OutSanitary Utility Mark Storm Drain ManholeWater ValveWater Utility MarkIrrigation Control ValveFire HydrantConcreteFlood ZoneOHUX•///Pipe Rail FenceWire FenceOverhead UtilitiesFire Lane StripeEdge of AsphaltBase Flood ElevationSlideDeed Records,Tarrant County, TexasVolumePageDocument NumberCabinetBFESLD.D.R.T.C.T.VOL.PG.DOC. NO.CAB.Plat Records,Tarrant County, TexasP.R.T.C.T.TreeTemporary Benchmark