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Item 6A - Plans
CONSULTANT LIST SHEET INDEX Sheet Number Sheet Name CIVIL ENGINEER ZJM ENGINEERS, INC 7501 WOODBRIDGE PLACE GARLAND, TEXAS 75044 972.741.6414 LANDSCAPE ARCHITECT DFL GROUP, LLC 8233B MID CITIES BLVD NORTH RICHLAND HILLS, TX 76180 817.479.0730 STRUCTURAL ENGINEER H &A ENGINEERING, INC 731 EL BARCO CORSICANA, TX 75109 817.268.8621 ARCHITECT CHAD W ANDERSON, AIA 1510 BELLNAP DR. ALLEN, TX 75013 214.213.2904 MEP ENGINEER MEP CONSULTING ENGINEERS 2928 STORY RD WEST I RVI N G, TX 75038 972.870.9060 ARCHITECTURE 4-301C COLOR EXTERIOR ELEVATIONS 4-302C COLOR EXTERIOR ELEVATIONS GENERAL 3-000 COVER 3-001 INDEX CIVIL C-1 SITE PLAN C-2 PAVING PLAN C-3 GRADING PLAN C4 DRAINAGE PLAN C-5 EROSION CONTROL PLAN C-6 UTILITY PLAN C-7 EROSION CONTROL DETAILS C-8 STRIPING DETAILS LANDSCAPE L-1 TREE PRESERVATION PLAN L-2 BUFFER YARD PLAN L-3 LANDSCAPE PLAN L-4 PLANTING DETAILS L-5 PLANTING SPECS L-6 TURF SPECS STRUCTURE S1.0 FOUNDATION PLAN S1.1 FOUNDATION DETAILS S2.0 SECOND FLOOR FRAMING PLAN S2.1 ROOF FRAMING PLAN S2.2 TOWER ROOF FRAMING PLAN ARCHITECTURE A-001 GENERAL NOTES AND SCHEDULES A-101 FLOOR PLANS A-201 CEILING PLANS AND STAIR DETAILS A-301 EXTERIOR ELEVATION - FRONT A-302 EXTERIOR ELEVATION - REAR A-303 EXTERIOR ELEVATION - LEFT A-304 EXTERIOR ELEVATION - RIGHT A-401 WALL SECTIONS A-501 ACCESSIBILITY AND ACCESSORY DETAILS ELECTRICAL E-001 ELECTRICAL COVER SHEET E-101 ELECTRICAL POWER PLAN - FIRST FLOOR E-102 ELECTRICAL POWER PLAN - SECOND FLOOR E-201 ELECTRICAL LIGHTING PLAN - FIRST FLOOR E-202 ELECTRICAL LIGHTING PLAN - SECOND FLOOR E-301 ELECTRICAL SCHEDULES E-302 ELECTRICAL SCHEDULES E-401 ELECTRICAL SPECIFICATIONS FIRE PROTECTION FP-001 FIRE PROTECTION COVER SHEET FP-101 FIRE PROTECTION - FIRST FLOOR PLAN FP-102 FIRE PROTECTION - SECOND FLOOR PLAN MECHANICAL M-001 MECHANICAL COVER SHEET M-101 MECHANICAL PLAN - FIRST FLOOR M-102 MECHANICAL PLAN - SECOND FLOOR M-103 MECHANICAL PLAN - ROOF M-201 MECHANICAL DETAILS PLUMBING P-001 PLUMBING COVER SHEET P-101 PLUMBING SUPPLY PLAN - FIRST FLOOR P-102 PLUMBING SUPPLY PLAN - SECOND FLOOR P-103 PLUMBING SUPPLY - ROOF PLAN P-201 PLUMBING WASTE AND VENT - FIRST FLOOR P-202 PLUMBING WASTE AND VENT - SECOND FLOOR P-203 PLUMBING WASTE AND VENT - ROOF PLAN P-301 PLUMBING SCHEDULES P-401 PLUMBING DETAILS � �� r i� � � irk i G ro--qw � INCEPTIVE 1510 BELLNAP DR. ALLEN, TX 75013 The ParQ Southlake 351 W. Southlake Blvd Southlake, TX 76092 MARK DATE DESCRIPTION Project Number 2017.07 Original Issue 04/06/2018 Permit Set 04/06/2018 Sheet Name INDEX Case No. ZA18-0030 Sheet Number G=001 Project Status Permit Set C:\Users\Chad Anderson\Desktop\Projects\Inceptive Group\The ParQ - Southlake Building\The ParQ Southlake.rvt a N co M N co O N N 0 1 PLAN NORTH TRUE NORTH ROOF PLAN 1/8" = 1'-0" DOOR SCHEDULE NOTE: FINAL DOOR STYLE, FINISH AND HARDWARE TO BE SELECTED BY OWNER DOOR PANEL DOOR FRAME MARK # W H MATL. FINISH MATL. FINISH REMARKS 101A 1 6'- 0" 8'- 0" WD/GL PAINTED WOOD PAINTED 1/2" THRESHOLD MAX 101 B 1 6'- 0" 8'- 0" WD/GL PAINTED WOOD PAINTED 104 1 T - 0" T - 0" WOOD PAINTED WOOD PAINTED 105 1 T - 0" T - 0" WOOD PAINTED WOOD PAINTED 106 1 T - 0" 7'- 0" WOOD PAINTED WOOD PAINTED 107 1 T - 0" T - 0" WOOD PAINTED WOOD PAINTED 108A 1 T - 0" T - 0" WOOD PAINTED WOOD PAINTED 108B 1 T - 0" T - 0" WOOD PAINTED WOOD PAINTED 108C 1 T - 0" T - 0" WOOD PAINTED WOOD PAINTED 109 1 T - 0" T - 0" METAL PAINTED METAL PAINTED 1/2" THRESHOLD MAX 202 1 T - 0" T - 0" WOOD PAINTED WOOD PAINTED 203 1 T - 0" T - 0" WOOD PAINTED WOOD PAINTED 204 1 T - 0" T - 0" WOOD PAINTED WOOD PAINTED 205A 1 T - 0" T - 0" WOOD PAINTED WOOD PAINTED 205B 1 T - 0" T - 0" WOOD PAINTED WOOD PAINTED 205C 1 T - 0" T - 0" WOOD PAINTED WOOD PAINTED 205D 1 T - 0" T - 0" WD/GL PAINTED WOOD PAINTED 1/2" THRESHOLD MAX 205E 1 T - 0" T - 0" WD/GL PAINTED WOOD PAINTED 1/2" THRESHOLD MAX 205F 1 T - 0" T - 0" WD/GL PAINTED WOOD PAINTED 1/2" THRESHOLD MAX 205G 1 T - 0" T - 0" WD/GL PAINTED WOOD PAINTED 1/2" THRESHOLD MAX 205H 1 T - 0" T - 0" WD/GL PAINTED WOOD PAINTED 1/2" THRESHOLD MAX 205J 1 T - 0" T - 0" WD/GL PAINTED WOOD PAINTED 1/2" THRESHOLD MAX 205K 1 T - 0" T - 0" WD/GL PAINTED WOOD PAINTED 1/2" THRESHOLD MAX 205L 1 T - 0" T - 0" WD/GL PAINTED WOOD PAINTED 1/2" THRESHOLD MAX 205M 1 T - 0" T - 0" WD/GL PAINTED WOOD PAINTED 1/2" THRESHOLD MAX ST101A 1 T - 0" T - 0" METAL PAINTED METAL PAINTED ST101 B 1 T - 0" T - 0" WOOD PAINTED WOOD PAINTED 45 MIN RATED DOOR ST102 1 T - 0" T - 0" WOOD PAINTED WOOD PAINTED 45 MIN RATED DOOR ST201A 1 3' - 0" T - 0" METAL PAINTED METAL PAINTED ST201 B 1 3' - 0" T - 0" WOOD PAINTED WOOD PAINTED 45 MIN RATED DOOR ST202 1 3' - 0" T - 0" WOOD PAINTED WOOD PAINTED 45 MIN RATED DOOR ST227 1 T - 0" T - 0" METAL PAINTED METAL PAINTED ST236 1 T - 0" T - 0" WOOD PAINTED WOOD PAINTED 45 MIN RATED DOOR Grand total: 33 WINDOW SCHEDULE NOTE: FINAL WINDOW STYLE AND FINISH TO BE SELECTED BY OWNER MARK # W H TYPE MATL. FINISH REMARKS A 57 T - 0" 5-0" FIXED VINYL PAINTED B 1 6' - 6" 2'- 0" FIXED VINYL PAINTED C 10 T - 0" 6-0" FIXED VINYL PAINTED Grand total: 68 MATERIAL NOTES MASONRY 1. STONE VENEER TO BE SELECTED BY OWNER AND INSTALLED IN AREAS INDICATED ON ELEVATIONS. SIDING/FASCIA 2. ANY SIDING OR FASCIA PANELS TO BE HARDI BRAND, OR AS SELECTED BY OWNER. ROOFING 3. FLAT ROOF TO A SINGLE PLY ROOFING MATERIAL (EPDM) OR AS SELECTED BY OWNER. PROVIDE MIN. OF 3" OF INSULATION BETWEEN ROOFING MATERIAL AND TOP OF ROOF DECK. SLOPE 1/41/FOOT. 4. PROVIDE CLAY ROOF TILES AT TOWERS, AS SELECTED BY OWNER, PITCH AS INDICATED ON ROOF PLANS. WINDOW NOTES 7. FINAL WINDOW SELECTION BY OWNER. REFER TO MANUFACTURER FOR SPECIFIC WINDOW INFORMATION AND ROUGH OPENING REQUIREMENTS. 8. REFER TO WINDOW SCHEDULE FOR WINDOW TYPES AND DIMENSIONS. 9. ENERGY INFORMATION: A. 3/4" INSULATED LOW-E GLASS, TYPICAL B. U FACTOR OF .35 C. SOLAR HEAT GAIN COEFFICIENT OF .25 DOOR NOTES 10. FINAL DOOR SELECTION BY OWNER, REFER TO MANUFACTURER FOR SPECIFIC DOOR INFORMATION AND ROUGH OPENING REQUIREMENTS. 11. DOORS IN PLAN ARE EITHER SET TO A TYPICAL 6" JAMB OR CENTERED IN WALL, UNLESS DIMENSIONED OTHERWISE. INTERIOR FNIISH NOTES 1. ALL FINAL INTERIOR FINISHES AND FIXTURES TO BE SELECTED BY OWNER AND COORDINATED WITH THE ARCHITECT OR DESIGNER, IF NECESSARY. THIS INCLUDES, BUT NOT LIMITED TO THE FOLLOWING: A. LIGHT FIXTURES B. PLUMBING FIXTURES C. APPLIANCES D. FLOORING FINISHES E. PAINT COLORS F. COUNTERTOP AND/OR LAVATORY MATERIALS G. CABINETRY GYPSUM DRYWALL 2 INSTALL ALL GYPSUM DRYWALL WITH 1 1/4" TYPE N BUGLE HEAD SCREWS IN ACCORDANCE WITH MANUFACTURER INSTRUCTIONS. 3. PROVIDE DRYWALL CORNER BEADS AT ALL OUTSIDE CORNER CONDITIONS. 4. APPLY JOINT TREATMENT AT GYPSUM BOARD JOINTS (BOTH DIRECTIONS); FLANGES OF CORNER BEADS, EDGE TRIM, AND CONTROL JOINTS, PENETRATIONS, FASTENER HEADS, SURFCE DEFECTS AND ELSEWHERE AS REQUIRED. CABINETRY 5. CABINETS SHOULD BE FINISHED ON -SITE, NO PARTICLE BOARD TO BE USED. VERIFY FINAL CABINET DESIGN BEFORE BUILDING CABINETS, INCLUDING TOEKICK DETAILS. 6. CABINETS TO BE PAINT AND STAIN GRADE. PLYWOOD BOXES (NO MDF). 7. HINGES ARE TO BE EURO STYLE ALL WITH SOFT CLOSE HARDWARE U.N.O. 8. CABINET MATERIALS AND COUNTERTOPS TO BE SELECTED BY OWNER. TRIM 9. PROVIDE RUBBER BASE AND/OR WOOD BASEBOARD (AND/OR MOULDING) THROUGOUT AS SELECTED BY OWNER. 10. ALL INTERIOR WALLS, CABINETS, TRIM AND DOORS TO BE PAINTED PER COLOR AND FINISH SELECTED BY OWNER. 11. ALL EXTERIOR TRIM, FASCIA AND SOFFIT TO BE PAINTED AND FINISH SELECTED BY OWNER. FIXTURES AND ACCESSORIES 12. PROVIDE MIRRORS AT ALL RESTROOM SINKS PER ACCESSORY DETAILS ON A-401. 13. PROVIDE ALL OTHER REQUIRED ACCESSORIES FOR PUBLIC RESTROOMS, SUCH AS TOILET PAPER DISPENSER, GRAB BARS, SOAP DISPENSER AND PAPER TOWEL DISPENSER PER DETAILS ON A-401. MEP NOTES 1. REFER TO MEP DRAWINGS FOR ALL ITEMS RELATED TO MECHANICAL, ELECTRICAL AND PLUMBING DESIGN & LAYOUT. HVAC 2. HVAC CONTRATOR IS TO COORDINATE IN THE CAREFUL PLACEMENT OF SUPPLIES AND RETURNS, TAKING INTO ACCOUNT THE PLACEMENT OF LIGHTING AND CHANGES IN CEILING HEIGHTS. ELECTRICAL 3. ALL WIRING TO BE PER CODE AND MEET CITY REQUIREMENTS. 4. PROVIDE GFI OUTLETS AT ALL CODE REQUIRED AND NECESSARY LOCATIONS. 5. PLACE ALL BOXES, CANS, DEVICES PRIOR TO WIRING FOR OWNER REVIEW. 6. PROVIDE ELECTRICAL OUTLETS AT CORNERS OF BUILDING ON ROOF, AT OWNER'S DISCREPTION, TO PROVIDE FOR BUILDING OUTLINE LIGHTING, IF SO DESIRED. 7. PROVIDE LED LIGHTING WHERE POSSIBLE. PLUMBING 8. PROVIDE WATER SUPPLIES, GAS SUPPLIES AND DRAINS AS SHOWN FOR ALL REQUIRED APPLIANCES AND FIXTURES. 9. SANITARY WASTE LINE IS TO BE PROVIDED WITH A 1/4" SLOPE PER FOOT, MIN. GREEN CODE 1 ENERGY NOTES ENERGY CODE REQUIREMENTS FOR COMPLIANCE WITH 2O15 IECC. POLYSEAL 1. WINDOWS AND DOORS MUST BE SEALED WITH FOAM OR CAULK 2. SILL PLATE MUST BE SEALED ON THE INSIDE WITH FOAM OR CAULK 3. ALL PENETRATIONS OF TOP PLATE / CEILING INTO ATTIC, MUST BE SEALED WITH FOAM OR CAULK. 4. ALL WALL PENETRATIONS TO THE EXTERIOR MUST BE SEALED WITH FOAM OR CAULK. 5. BLOWER DOOR TESTING IS MANDATORY - NOT TO EXCEED 3 AIR CHANGES PER HOUR AT 50 PASCALS. 6. DUCT TIGHTNESS TESTING IS MANDATORY - TESTED AT 25 PASCALS, TOTAL LEAKAGE, LESS THAN OR EQUAL TO 4 CIF PER MINUTE PER 100 SQUARE FOOT OF CONDITIONED FLOOR AREA. EXCEPTION: WHEN THE DUCTS AND AIR HANDLERS ARE ENTIRELY WITHIN THE BUILDING THERMAL ENVELOPE. INSULATION 7. ALL EXTERIOR WALLS MUST BE INSULATED WITH R-20 CAVITY OR R-13 CAVITY WITH R-5 CONTINUOUS INSULATION OR HIGHER. 8. CEILINGS MUST BE INSULATED WITH R-38 IF THERE IS ATTIC SPACE ABOVE, AND R-30 IF NO ATTIC SPACE (CATHEDRAL CEILING), AND THAT IS LIMITED TO 500 SF TOTAL OR 20% OF CEILING, WHICHEVER IS LESS. 9. ATTIC ACCESS LADDERS AND/OR HATCHES MUST BE INSULATED THE SAME AS THE ATTIC AND HAVE A WEATHER SEAL. HVAC / SERVICE WATER 10. ALL DUCTS IN UNCONDITIONED SPACE / ATTICS MUST USE R-8 DUCTING. 11. MECHANICAL SYSTEM PIPING CARRYING FLUID OVER 104 OR BELOW 55 DEGRESS MUST BE INSULATED WITH R-3 INSULATION. LIGHTING 12. ALL CAN LIGHTS MUST BE AIR -TIGHT TYPE. 13. MINIMUM OF 75% OF LIGHTING MUST BE HIGH EFFICIENCY (NO INCANDESCENT). LIFE SAFETY NOTES MEANS OF EGRESS ANALYSIS 1. MINIMUM OF 2 EXITS PER FLOOR REQUIRED AS BUILDING OCCUPANCY LOAD IS LESS THAN 500. THIS PROJECT MEETS OR EXCEEDS THIS REQUIREMENT. 2. TOTAL TRAVEL DISTANCE TO AN EXIT IN A GROUP B OCCUPANY WITH AN APPROVED SPRINKLER SYSTEM IS 300' MAXIMUM. -LONGEST DISTANCE ON LEVEL 2 TO A BUILDING EXIT IS 80' -LONGEST DISTANCE ON LEVEL 1 TO A BUILDING EXIT IS 80' OCCUPANT LOAD SUMMARY LEVEL USE AREA (SF) OCC. LOAD FACTOR OCCUPANY LOAD ONE BUSINESS 7,179 100 72 MECH/JAN 161 300 1 RESTROOMS (2) 120 1 PER 2 LEVEL ONE TOTAL 7,460 75 TWO BUSINESS 7,478 100 72 MECH/JAN 185 300 1 RESTROOMS (2) 120 1 PER 2 LEVEL TWO TOTAL 7,460 75 BUILDING TOTAL 14,920 150 FIRST FLOOR EXIT SUMMARY EXIT TYPE/FACTOR EXIT WIDTH (INCHES) EXIT CAPACITY FRONT DOOR DOOR/ .2 72 360 STAIR 1 DOOR DOOR/ .2 36 180 STAIR 2 DOOR DOOR/ .2 36 180 EXIT CAPACITY AVAILABLE 720 EXIT CAPACITY REQUIRED (IF ALL OCCUPANTS FROM 2ND FLOOR EXITING DOWN MAIN STAIR OUT FRONT DOOR) 150 MIN EXIT WIDTH REQUIRED 150 / 3 EXITS = 50 OCCUPANTS PER EXIT 50 X .2 WIDTH FACTOR = 10" (EXIT SIZES AS DESIGNED EXCEED REQUIREMENT) SECOND FLOOR EXIT SUMMARY EXIT TYPE/FACTOR EXIT WIDTH (INCHES) EXIT CAPACITY STAIR STAIR 2 STAIR/.3 STAIR/3 39 39 130 130 EXIT CAPACITY AVAILABLE 260 EXIT CAPACITY REQUIRED 75 MIN EXIT WIDTH REQUIRED 75 / 2 EXITS = 37.5 OCCUPANTS PER EXIT 37.5 X .3 WIDTH FACTOR = 11.25" (EXIT SIZES AS DESIGNED EXCEED REQUIREMENT) GENERAL NOTES 1. CONTRACTOR TO VERIFY AND BECOME FAMILIAR WITH ALL SITE CONDITIONS AND DIMENSIONS. ANY DISREPANCIES THAT CONFLICT WITH DESIGN DOCUMENTS, AND WOULD REQUIRE DESIGN MODIFICATIONS, SHALL BE COORDINATED WITH THE ARCHITECT, IF NECESSARY. 2. ALL CONSTRUCTION SHALL COMPLY WITH ALL CURRENT APPLICABLE BUILDING CODE(S) FOR THE AGENCY HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE AND LOCAL CODES AND ORDINANCES. 3. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES, AND PROCEDURES REQUIRED FOR SAFE EXECUTION AND COMPLETION OF WORK, INCLUDING INITIATING, MAINTAINING, AND SUPERVISING ALL SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE WORK. 4. THE CONTRACTOR SHALL COORDINATE AND COOPERATE WITH THE WORK OF ALL TRADES INVOLVED, INCLUDING ANY REQUIRED INSPECTIONS BY AGENCIES HAVING JURISDICTION. 5. MECHANICAL, ELECTRICAL AND PLUMBING DESIGN & LAYOUT PROVIDED BY MEP CONSULTING ENGINEERS. 6. STRUCTURAL FRAMING DESIGN AND LAYOUT BY HANSEN ENGINEERS AND PER CITY REQUIREMENTS. 7. THE CONTRACTOR SHALL MAINTAIN THE SITE IN A CLEAN CONDITION AT ALL TIMES, AND REMOVE CONSTRUCTION DEBRIS AS OFTEN AS NECESSARY OR AS DIRECTED BY LOCAL AUTHORITIES. 8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL REQUIRED TEST SUCH AS SOILS REPORTS, SOIL COMPACTION, CONCRETE AND WELDING, ETC., TO ENSURE COMPLIANCE WITH THE PLANS, STANDARDS, AND CODES. 9. THE BUILDING PERMIT AND ANY APPLICABLE IMPACT FEES SHALL BE OBTAINED AND PAID FOR BY THE CONTRACTOR. 10. CONTRACTOR SHALL COORDINATE FINISH GRADES WITH THE FOUNDATION PLAN. 11. CONTRACTOR SHALLPROVIDE LOCATION AND TAP INTO ALL UTILITIES PER CITY REQUIREMENTS. 12. PROVIDE BUILDING ADDRESS AS REQUIRED BY SECTION 501.2 OF IBC, SEE 01/A-104. CONSTRUCTION NOTES 1. ALL INTERIOR DIMENSIONS ARE FACE OF GYPSUM BOARD TO FACE OF GYPSUM BOARD, TYPICAL, U.N.O. 2. TYPICAL EXTERIOR WALL CONSTRUCTION CONSISTS OF MASONRY STONE VENEER ON BUILDING FELT ON 5/8" EXTERIOR SHEATHING ON 2X6 WOOD STUD FRAMING OR STUCCO VENEER ON BUILDING FELT ON 5/8" EXTERIOR SHEATHING ON 2X6 WOOD STUD FRAMING. 3. TYPICAL INTERIOR WALL CONSTRUCTION IS 5/8" GYPSUM BOARD ON EACH SIDE OF #2 OR BETTER 2X WOOD STUDS. TOTAL WALL THICKNESS IS 4 3/4" OR 6 3/4" TYPICAL, U.N.O., OR AS REFERENCED BY STRUCTURAL ENGINEER. ELEVATOR WALLS TO BE 7 1/4" THICK, 1 HOUR FIRE -RATED SHAFT WALLS. 4. PROVIDE BLOCKING IN WALLS AND CEILINGS FOR ANTICIPATED LOCATIONS OF HEAVY LIGHT FIXTURES, HOOKS, TOWEL BARS, TP HOLDER, ETC. 5. USE HOT DIPPED GALVANIZED NAILS AS RECOMMENDED BY MANUFACTURER FOR ANY FIBER CEMENT PRODUCTS, SUCH AS EAVES AND/OR FASCIAS. 6. CONVENTIONAL DETAILS SHALL APPLY WHERE NO SPECIAL DETAIL OR SECTION IS SHOWN. 7. PRODUCT SUPPLIERS SHALL FIELD MEASURE AREA OF WORK, AND SUBMIT SHOP DRAWINGS TO CONTRACTOR PRIOR TO CONSTRUCTION AND INSTALLATION. 8. BUILDING IS CONSTRUCTION TYPE V-B, PROVIDE ATTIC DRAFT STOPPING AS REQUIRED BY BUILDING CODE. 9. ALL COVERED WALKWAYS, PATIOS AND PORCHES SHALL BE SLOPED TO DRAIN A MIN. OF 1/8" PER FOOT. 10. ALL WALLS AROUND TUBS AND SHOWERS SHALL HAVE DUROCK, HARDIE-BACKER, OR EQUAL WATER RESISTANT BOARD. 11. ALL PLUMBING SUPPLY LINES IN EXTERIOR WALLS TO BE FULLY INSULATED. 12. PROVIDE WEEP HOLES AT 24" O.C. AT THE BOTTOM OF ALL MASONRY VENEER. 13. PROVIDE SMOKE DETECTORS PER LOCAL CODE. 14. ALL ACOUSTICAL AND THERMAL INSULATION TO COMPLY WITH ASTM E 84 OR UL 723 PER SECTION 719.1 OF BUILDING CODE. IN ADDITION, INSULATION TO HAVE FLAME SPREAD INDEX OF 25 AND SMOKE - DEVELOPED RATING OF NOT MORE THAN 450 PER SECTION 719.2. 15. INSULATION SHALL BE AS FOLLOWS: 2X4 WALLS: R-13 MIN. 2X6 WALLS: R-19 MIN. CEILINGS: R-30 MIN. CRAWL SPACES: R-19 MIN. USE BATT INSULATION IN VAULTED AREAS. SPRAY IN EXPANDING FOAM INSULATION CAN BE USED IN ANY LOCATION. 16. WRAP ALL EXTERIOR CORNERS WITH 15# FELT. EXTEND 18" HORIZONTALLY EACH DIRECTION AND OVERLAP UPPER SHEETS OVER LOWER SHEETS 6" MIN. 17. PROVIDE BUILDING WRAP (TYVEK OR EQUAL) ON ALL EXTERIOR SHEATHING AND ON TOP OF FELT AT CORNERS. INSTALL PER MANUFACTURER'S INSTRUCTIONS. 18. PROVIDE ADHESIVE BACKED DAMPPROOFING AT ALL WINDOW AND EXTERIOR DOOR OPENINGS. 19. ALL EXPOSED MATERIALS FOR BALCONIES, OVERHANGS, PATIOS, SOFFITS, ETC., SHALL BE OF APPROVED EXTERIOR GRADE. 20. PROVIDE SEALANT AT ALL EXTERIOR JOINTS AROUND WINDOWS AND DOOR FRAMES, VENEER, AND TRIM, AND ANY ROOF AND WALL PENETRATIONS THAT ARE NOT FLASHING OR OTHERWISE SEALED. FRAMING NOTES 1. ALL FRAMING SHALL CONFORM WITH THE NATIONAL LUMBER MANUFACTURER'S ASSOCIATION, MANUAL FOR HOUSE FRAMING, AND ALL APPLICABLE BUILDING CODES. 2. NO FRAMING SHALL BE CONCEALED PRIOR TO INSPECTION BY GOVERNING AUTHORITIES. 3. ALL LUMBER SHALL BE GREADE MARKED. 4. ALL WOOD IN CONTACT WITH CONCRETE, MASONRY, OR WHERE SUBJECTED TO EXTERIOR MOISTURE SHALL BE PRESSURE TREATED. 5. ALL PLYWOOD FOR SUB FLOORS SHALL BE EXTERIOR GRADE, TONGUE AND GROOVE, GLUED, AND ATTACHED WITH RING SHANK NAILS OR SCREWS. 6. PROVIDE FIRE BLOCKING IN WALLS OVER 10'-0" IN HEIGHT, AND OTHER CONCEALED SPACES REQUIRED BY CODE. 7. PROVIDE A SINGLE SILL PLATE AND DOUBLE TOP PLATE AT ALL STUD WALLS. SILL PLATES SHALL BE ATTACHED TO FOUNDATIONS USING 1/2" ANCHOR BOLTS AT 48" O.C. AND WITHIN 12" OF SILL ENDS. 11. STUD SIZE AND SPACING SHALL PER STRUCTURAL ENGINEER'S DRAWINGS. 12. HEADER SIZES AND SPANS SHALL BE AS FOLLOWS OR AS OUTLINED BY STRUCTURAL ENGINEER. 2-2X4's - 4'-0" CLEAR OPENING OR LESS (ROOF ONLY ABOVE) 2-2X6's - 6'-0" CLEAR OPENING OR LESS (ROOF ONLY ABOVE) 2-2X8's - 8'-0" CLEAR OPENING OR LESS (ROOF ONLY ABOVE) 2-2X10's - 10'4' CLEAR OPENING OR LESS (ROOF ONLY ABOVE) 2-2X12's - 12'-0" CLEAR OPENING OR LESS (ROOF ONLY ABOVE) OPENINGS GREATER THAN 12'-0" SHALL USE ENGINEERED LUMBER. INCREASE HEADERS BY ONE SIZE FOR EACH ADDITIONAL STORY SUPPORTED AND ROOF PITCHES GREATER THAN 6:12. ALL HEADERS SHALL HAVE A 1/2" PLYWOOD FLITCH. 13. LINTEL SCHEDULE OR PER STRUCTURAL ENGINEER. CLEAR SPAN ANGLE SIZE MIN. BEARING 4'-0" 3 1/2" X 5" X 1/4" 3" 8'-0" 6" X 4" X 5/16" 4" 10'-0" 6" X 4" X 1/2" 6" 12'-0" 6" X 4" X 1/2" 8" 16-0" 7" X 4" X 1/2" 10" 14. LINTEL NOTES 1. ALL LINTELS ARE A36 STEEL 2. ALL LINTELS ARE LONG LEG VERTICAL 3. LINTELS OVER 16'-0" SHALL BE DESIGNED BY AN ENGINEER STAIR NOTES 1. BOTH SETS OF STAIRS ARE TO HAVE TWENTY THREE (23) RISERS AT A UNIFORM HEIGHT OF 6 3/4", AND TREAD DEPTHS AT 11 ". 2. STAIR NOSINGS SHALL MEET THE REQUIREMENTS OF TAS SECTION 504.5. 3. PROVIDE CONTINUOUS HANDRAILS ON BOTH SIDES OF THE STAIRS PER TAS SECTION 505.2. 4. STAIR HANDRAILS AND GUARDRAILS ALONG BALCONY SHALL BE 34" MINIMUM TO 38" MAXIMUM IN HEIGHTS ABOVE WALKING SURFACES OR STAIR NOSINGS. 5. PROVIDE A TOP EXTENSION OF THE STAIR RAILING ONTO THE LANDING OF 12" MINIMUM, BEGINNING DIRECTLY ABOVE THE RISER NOSING. EXTENSION SHOULD EXTEND ALONG A WALL, GUARD OR LANDING SURFACE AND SHALL BE CONTINUOUS. REFER TO TAS SECTION 5.10.2. 6. PROVIDE A BOTTOM EXTENSION OF THE STAIR RAILING FOR A HORIZONTAL DISTANCE OF AT LEAST EQUAL TO ONE TREAD DEPTH BEYOND THE LAST RISER NOSING. EXTENSION SHOULD EXTEND ALONG A WALL, GUARD OR LANDING SURFACE AND SHALL BE CONTINOUS. REFER TO TAS SECTION 5.10.3. SITE LOCATION: She""°" Throne, LGSN.., Wtll¢Fa,9°BaM;;. Je Y ke.5u .. Gpindc C°veNd 0 y BLVD W Southlake Blvd Mapla Texaeo n .. le.cac°5°uthlake ��. C°es 5tarbuckso� Jlm En9lpntl ^h ,! ;odihl2ke B1'vd eedboa . f°x�eIr!°s"ilar k , s,e.e ovM. PROJECT LOCATION karai f rKlds � gnima! to 351 W. SOUTHLAKE BLVD. SOUTHLAKE, TX 76092 a,. d .. L-d-herry Tara,, L..donberrY Te,We Lon 00)"')""cc 2 TRUE NORTH PROJECT INFORMATION PROJECT NAME: THE PARQ OFFICE BUILDING ADDRESS: 351 W. SOUTHLAKE BLVD., SOUTHLAKE, TX 76092 PROPOSED USE: BUSINESS OWNER -CONTACT PERSON: VIKRAM JANGAM PHONE: 917.250.5147 APPLICABLE CODES BUILDING CODE: 2015 INTERNATIONAL BUILDING CODE PER ORDINANCE NO. 1142 ENERGY CODE: 2015 INTERNATIONAL ENERGY CONSERVATION CODE PER ORDINANCE NO. 1143 FIRE CODE: 2015 INTERNATIONAL FIRE CODE PER ORDINANCE NO. 1144 MECHANICAL CODE: 2015 INTERNATIONAL MECHANICAL CODE PER ORDINANCE NO. 1145 ELECTRICAL CODE: 2017 NATIONAL ELECTRIC CODE PLUMBING CODE: 2015 INTERNATIONAL PLUMBING CODE PER ORDINANCE NO. 1147 FUEL & GAS CODE: 2015 INTERNATIONAL FUEL GAS CODE PER ORDINANCE NO. 1146 ACCESSIBILITY CODE: TEXAS ACCESSIBILITY STANDARDS & ADA GUIDELINES CONSTRUCTION TYPE: TYPE V-B, NEW CONSTRUCTION OCCUPANCY CLASSIFICATION: GROUP B (BUSINESS) FIRE EXTINGUISHING (SPRINKLER SYSTEM): YES, NFPA 13 FIRE RESISTIVE CONSTRUCTION ELEMENTS: PER TABLE 601, TYPE V-B REQUIRES NO FIRE RESISTIVE CONSTRUCTION ELEMENTS HEIGHT OF BUILDING: 33'-2" TO HIGHEST ROOF PEAK NUMBER OF STORIES: 2 BUILDING AREA: 15,518 SF HEIGHT AND AREA LIMITATIONS PER TABLE 503 MAXIMUM HEIGHT ALLOWED: 40 FEET (60 FEET W/ SPRINKLER PER 504.3) MAXIMUM STORIES ALLOWED: 2 STORIES (3 STORIES W/ SPRINKLER PER 504.4) MAXIMUM ALLOWABLE AREA PER FLOOR: 9,000 SF (18,000 W/ SPRINKLER PER 506.2) MAXIMUM ALLOWABLE AREA BUILDING: 18,000 SF (27,000 W/SPRINKLER PER 506.2) PLUMBING FIXTURE COUNT PER IBC TABLE 2902.1 (OCC LOAD: 116) WATER CLOSETS REQUIRED BY CODE: 4 PROVIDED IN PROJECT: 4 LAVATORIES REQUIRED BY CODE: 3 PROVIDED IN PROJECT: 4 BATHTUBS/SHOWERS REQUIRED BY CODE: 0 PROVIDED IN PROJECT: 0 WATER FOUNTAIN REQUIRED BY CODE: 2 PROVIDED IN PROJECT: 2 SERVICE SINK REQUIRED BY CODE: 1 PROVIDED IN PROJECT: 2 GRAPHIC LEGEND NEW INTERIOR WALL (4" STUD) NEW INTERIOR WALL (6" STUD) NEW EXTERIOR WALL (SIDING) (4" STUD) NEW EXTERIOR WALL (SIDING) (6" STUD) NEW EXTERIOR WALL (MASONRY VENEER) (4" STUD) NEW EXTERIOR WALL (MASONRY VENEER) (6" STUD) 1-HOUR RATED PARTITION ASSEMBLY TYPE UL U305 EXTENT OF THERMAL ENVELOPE CHANGE IN FLOOR MATERIAL ROOM FINISH SCHEDULE NOTES: 1. ALL INTERIOR FINISHES AND COLORS TO BE SELECTED BY OWNER, LINO 2. WALLS ARE NOTED FOR OVERALL FINISH, NOT ACCENT FINISHES. FLOOR - FF 1 2 3 4 CEILING BASE WALL FLOOR: 1. STAINED CONCRETE 2. CERAMIC TILE 3. SEALED CONCRETE 4. HARDWOOD FLOORING BASE: 1. WOOD - PAINTED 2. NO BASE 3. CERAMIC TILE WALL: 1. GYPSUM BOARD - PAINTED 2. CERAMIC TILE 3. GYPSUM BOARD - TAPED AND BEDDED CEILING: 1. GYPSUM BOARD -PAINTED 2. ACOUSTIC LAY -IN CEILING TILES 3. NO CEILING SQUARE FOOTAGE SUMMARY 1. SQUARE FOOTAGE IS CALCULATED BASED ON THE AREA EXTENDING TO THE OUTSIDE SURFACE OF THE EXTERIOR WALL FINISH MATERIAL ON EACH FLOOR. IT EXCLUDES GARAGE, COVERED PORCHES, PATIOS, OUTDOOR LIVING AREAS, AND NON -AIR CONDITIONED SPACE. CURRENT PREVIOUS VERSION OF BUILDING FIRST LEVEL A/C 7,460 6,225 NON A/C 48 1,910 SECOND LEVEL A/C 7,460 5,651 NON A/C 0 1,237 TOTAL A/C 14,920 11,876 NON A/C 492 3,147 I 1 `►V pwo %*I V V�`�`� ■ INCEPTIVE 1510 BELLNAP DR. ALLEN, TX 75013 The ParQ Southlake 351 W. Southlake Blvd Southlake, TX 76092 MARK DATE DESCRIPTION 1 Project Number 2017.07 Original Issue 04/06/2018 Permit Set 04/06/2018 Sheet Name GENERAL NOTES AND SCHEDULES Case No. ZA18-0030 Sheet Number A=001 Project Status Permit Set C:\Users\Chad Anderson\Desktop\Projects\Inceptive Group\The ParQ - Southlake Building\The ParQ Southlake_1.rvt CA-301C 2 i A-302 1 co o O M co M (o O O O O O O 1 6'-3" 6'-3" 12'-6" 2T-9 O I T-9" SUB -FLOORING AS REQUIRED TO MEET FLOOR/CEILING ASSEMB' " TWO _Al SHIELD 1 HORIZOf RESIL0 BETWEE LAYERS WOOD S OC MAX LINE OF FLOOR BELOW 1 HOUR FIRE -RATED CEILING UL ASSEMBLY L505 1 HOUR FIRE -RATED CEILING 6 3" = 1'-0" A-302C A-304 2 1 LINE OF LINE OF STRUCTURE/ STRUCTURE/ CEILING CEILING SOUND ATTENUATION SOUND ATTENUATION BATTS (SAB), WHERE 5/8" GWB ONE SIDE BATTS (SAB), PROVIDE AT 5/8" GWB EACH SIDE REQUIRED TOILETS AND SUITE WALLS WOOD STUD, SIZE AS WOOD STUD, SIZE AS INDICATED ON DWGS INDICATED ON DWGS (A4 = 4 STUD (A4 = 4 STUD A6 = 6 STUD) A6 = 6 STUD) LINE OF LINE OF STRUCTURE STRUCTURE SEALANT >< SEALANT TYPICAL INTERIOR WALL - TYPE C TYPICAL INTERIOR WALL - TYPE B 5 4 3 3" = 1'-0" 3" = 1'-01, 10'-6" I O I O I 2T-9" 62'-3" 1 1 A-302C' A-303 N SECOND FLOOR PLAN 0 01 1 /8" = V-0" N O 04 N A-302)C A-304I 2 1 27'-9" 1 1 A3 I A-302C -30 FIRST FLOOR PLAN 2 1 /8" = V-0" LINE OF SEALANT STRUCTURE/ CEILING SOUND ATTENUATION BATTS (SAB), SHAFTS, CHASES AND STAIR WALLS 5/8" FIRE SHIELD WALLBOARD, EACH SIDE WOOD STUD, SIZE AS INDICATED ON DWGS (A4 = 4 STUD A6 = 6 STUD) LINE OF STRUCTURE \ SEALANT 1 HOUR FIRE -RATED WALL UL ASSEMBLY U305 1 HOUR FIRE -RATED INTERIOR WALL - TYPE A 3" = V-0" 7-S" 51-01. 7-6" 5.6 10'-6" PLAN NORTH TRUE NORTH i it -G It 1 1 \rV �V �► INCEPTIVE 1510 BELLNAP DR. ALLEN, TX 75013 The ParQ Southlake 351 W. Southlake Blvd Southlake, TX 76092 MARK DATE DESCRIPTION 1 Project Number 2017.07 Original Issue 04/06/2018 Permit Set 04/06/2018 Sheet Name FLOOR PLANS Case No. ZA18-0030 Sheet Number A=1 01 Project Status Permit Set C:1UserslChad AndersonlDesktoplProjectsllnceptive GrouplThe ParQ - Southlake BuildinglThe ParQ Southlake_1.rvt 3 A-401 -77 SHEET METAL PARAPET 01 CAP, PTD TO MATCH STUCCO j ] c C ]C ] ° — oC C ] ° �A-401 o _ o❑O �o o[� -—oC�O[] _ - CAST STONE L Co �� �� ]]❑❑�� U ] CORNICE- J= ❑❑ ❑ _ ❑ _ _o ��Oa❑�❑ - ❑ � � �o p .D a�0a ]- -, - - - - - - - - - •- - - - .- - - - - - - _- to r �c�J to r �Cco _ - - - - - - - - - - - - - - - - - - - - - - _ �.Jo _-� o' � � ' C �� voo 000 - oo coo - 000 - , )) o00 I ❑ - - - J o J. 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OF THE BUILDING CODE COURSE AT FLOOR LINE, TYPE 2 12'-6" 28'-8" 12'-6" 28'-8" 12'-6" 12'-6" 01 FRONT ELEVATION 1 /4" = 1'-0" CLAY ROOF TILES, TYPICAL WOOD CHAMFER N T.O. PARAPET T.O. ROOF HP 24' - 10" B.O. ROOF STRUCT 22'-0" STUCCO VENEER, 3 STEP PROCESS OVER DIAMOND METAL LATH MESH TO A 7/8" THICKNESS STONE VENEER BRICK VENEER TYPE 1 TYP. 13'-0" V ARCHED BRICK SOLDIER W/ CAST STONE KEYSTONE OVER WINDOWS IN STONE, TYPE 2 WINDOWS AS SCHEDULED DOUBLE ROWLOCK BRICK COURSE, TYPE 2 ROWLOCK BRICK WINDOW SILL, TYPE 2 0'-0" i ww� -Rr--i r 11116 0 E � IL irk ■ it -E 111111 ■ -/v »S» INCEPTIVE 1510 BELLNAP DR. ALLEN, TX 75013 The ParQ Southlake 351 W. Southlake Blvd Southlake, TX 76092 MARK DATE DESCRIPTION 1 Project Number 2017.07 Original Issue 04/06/2018 Permit Set 04/06/2018 Sheet Name EXTERIOR ELEVATION - FRONT Sheet Number A=301 C:1Users\Chad Anderson\Desktop\Projectsllnceptive Group\The ParQ - Southlake BuildinglThe ParQ Southlake_1.rvt Project Status Permit Set i ww� IIIIIII -E I � i r � � � � irk 3 A-401 02 A-401 )]�P ]�n`°I�U -Jl JJ r�o �lU - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - r I�J J� LL moo] Uo - _ 0 �� ❑ ��1� 000Irjn_] On 0 00 On�1._ I ood]- 00� �[�- cjLrI ���-]�, 1N O� C o�or� oc� _]r nn _ or a �� o� ��°°°❑ a� - - - ] nn �L n C n D E1111- Li� ] o o n moo[ o�� oL�1o�[ o�n n]�° - �Oo�C F ° o ono o❑ �o�o�]� �� =1 �° 1� ° nn °�� ] �] LJ LL JjO - n ^Ono �o1 �� °��- -�0_� Q DE iQ o - � , ] r o�on n; 0� r L](o� �] ] ]- - ]] l ❑ n I r ouL7 u�_b--in7 uL `; �- - - - - - - a�JO ��°�_ �'�n Cr� ° _ - - - ❑�-- - - - - - - - oL]o j(j nonce uLJ 0 - I oo�� - n moo] - o- n C�, � n_ -� n n ]] Dom' �� � � ]� �� - - a� o� ='� J O 1�-- j o _ �� _o LL] _ — o� �� ,� OL oLL 00 o - �Oo� _ oo - r o�-�� �� 000- oano Q o�oC �,� r� C?� ,�,� �n ,E n � `❑� b -;nJu AL loin �� � pu�o �` oun� �--e�CJ�' I �u _ ��- n oo u� n �� �°C O� 0�0 ;o oCooa one ] -r o� o�e -- ° Oo - ° r : FJ °° LT 00❑ o o ❑ J = Li J STUCCO SILL, PAINTED TO MATCH WOOD HEADERS DOUBLE STUCCO BAND AT FLOOR LINE, PAINTED TO MATCH WOOD HEADERS 9'-101/2" 12'-6" 49'-11" 12'4" "son 9'-101/2" INCEPTIVE 1510 BELLNAP DR. ALLEN, TX 75013 The ParQ Southlake 351 W. Southlake Blvd Southlake, TX 76092 MARK DATE DESCRIPTION Project Number 2017.07 Original Issue 04/06/2018 Permit Set 04/06/2018 Sheet Name EXTERIOR ELEVATION - REAR Case No. ZA18-0030 Sheet Number 1 REAR ELEVATION 1/4" = 1'-0" C:\Users\Chad Anderson\Desktop\Projects\Inceptive Group\The ParQ - Southlake Building\The ParQ Southlake.rvt A=302 Project Status Permit Set PAINTE[ II II Ilil ._. —r-7----i--r-7=-1--ff-7-7=--=—=—,i1 6'-3" T-9" n ««}�� -?--i--r-7_� UP 27'-9" 19'-6" LEFT ELEVATION EQ EQ 2'-6" 5-0" 2'-6" 5-6" 10'-0" 4'-Y 1 si i ww� Ar--Rr--i r 1k 0 E � IL irk ■ it -E 111111 ■ -/v »S» INCEPTIVE 1510 BELLNAP DR. ALLEN, TX 75013 The ParQ Southlake 351 W. Southlake Blvd Southlake, TX 76092 MARK DATE DESCRIPTION 1 Project Number 2017.07 Original Issue 04/06/2018 Permit Set 04/06/2018 Sheet Name EXTERIOR ELEVATION - LEFT Case No. ZA18-0030 Sheet Number A=303 1 1/4" = 1'-0" C:1Users\Chad Anderson\Desktop\Projectsllnceptive Group\The ParQ - Southlake BuildinglThe ParQ Southlake-1.rvt Project Status Permit Set i ww� I � —� i�� E I a � � i r � 0 � � irk 1 01 A-401 02 A-401-------------- A-401 CLAY ROOF TILES, TYPICAL cli M T.O. PARAPET 26' - 0" r„ T.O. ROOF HP 24' 10" STUCCO - 0 B.O. ROOF STRUCT 22' - 0" LEVEL 2 OC CAST STONE HEADER OVER WINDOWS IN STUCCO NOTE: REFER ELEVATION 1IA-301 FOR ALL TYPICAL NOTES NOT SHOWN cD WINDOWS AS SCHEDULED STONE VENEER co�❑ LEVEL 1 � ❑��� ����� o o - o ❑ QU❑� o — Q ❑ JLJ of ❑❑❑❑❑� n o❑ J C CO �� ] ❑o ❑� �� ° JC❑ - - ❑E� - OI-1 ,�aa ❑❑0 LIE ❑�❑❑ J ❑ ❑❑ �❑0 ❑a ❑ 0❑0 � o �❑a �❑❑ o❑-.� �o�❑o O❑ C _�l❑lC❑O JCS ❑� E —❑❑��� ❑ �o �U0[ CFo�Q 1 I - ���� 0 ❑0 - OD �C t U �� ❑� - �o -❑ o ��a ❑ ❑� o �_ U o o ❑ ❑ OC❑� n� o� C� o Jo �O _ o ❑ o Uo 0 0 o o -- �❑ ❑ — -❑ ❑❑" ❑ ❑ O�_� 4J ❑ ❑ �❑ �� �❑ 0 - ❑ nn ❑ UJ 0 C - )�� ❑ ❑❑❑CSC❑ o o - �� - �❑ o -� o�- G� o - �❑ _ �o❑ _ �0 �❑ Sao -�° Or ❑❑�� �D❑ ��] O - C� o �O 0[ �0Q�❑ � I �0 Via❑ - �_ ` o 0 ❑oo ❑oO ❑�Joo �� �❑ ❑ _ o❑ _ _ o❑ o - ❑� 0 ❑E ❑o ❑r ❑❑ �❑�0 0�10� p� �o ��II ❑ ❑ �� ❑❑ ❑�- ��� ❑o❑ - �� ❑ o❑ 0�0 ❑ 1 ❑ ❑ 00 — o L o �❑° -� ❑ _ -�❑ o 0 ❑�o❑❑❑Do ❑ o��❑i❑ O �C❑ 0 C ❑O ❑0� C _ SUS 0 -- - �❑ �- _ - — ❑�J �❑❑C _ ❑ I _ ❑❑ - ���0❑ �F oo ❑� o o �—a ou ❑ �,u❑�o� 0� o�--I�'❑� o0 - ❑ �❑❑ _ ❑� o 0 ]a o 0 o o 00 ❑ ❑ E1 �❑❑ aoo�oo ❑❑ ❑ - ❑� o❑-o ❑❑o❑ - - - - . _ .- _ -,. _. 4 - N N - C❑ �❑ _ ❑ �� o o� -o-JL 00 �0 �1�1C�` -JCS ��� �� g�❑�o ❑❑0"' 0 �❑o- _ ❑❑_ - _ - - ❑❑ 0 0 - ❑ ❑ ❑o U ❑�� ❑� � _ � -❑ ❑ a- ❑ �❑ � °O� o o ❑ ❑ aoo�0 o M _ 0 - 0„ 32'-9" 10'-0" 19'-6" 15'-3" 12'-6" RIGHT ELEVATION 1/4" = 1'-0" INCEPTIVE 1510 BELLNAP DR. ALLEN, TX 75013 The ParQ Southlake 351 W. Southlake Blvd Southlake, TX 76092 MARK DATE DESCRIPTION 1 Project Number 2017.07 Original Issue 04/06/2018 Permit Set 04/26/2018 Sheet Name EXTERIOR ELEVATION - RIGHT Case No. ZA18-0030 Sheet Number A=304 Project Status Permit Set C:1Users\Chad Anderson\Desktop\Projectsllnceptive Group\The ParQ - Southlake BuildinglThe ParQ Southlake_1.rvt CLAY BLDG SHEA ROOF FLASI 1X FA TRIM 3/8" H SOFF CONT WOO( 1X TR QUAR STUC STUCCO VENEER REGLET AND COUNTERFLASHING SINGLE PLY ROOFING SYSTEM T.O. ROOF H 24' - 10" j T.Q. ROOF L 23' - 0° LEVEL 2 13'-0" LEVEL 1 0' 0" OF WINDOW GLAZED ALUMINUM WINDOW SYSTEM - PROVIDE HORIZONTAL DEFLECTION JOINT (SEALANT ILO OF GROUT) AT FLOOR LINE 2X STRUCTURAL FLOOR JOISTS, REF STRUCTURAL FRAMING DRAWINGS 3/4" PLYWOOD SUB -FLOOR 2 - 2 X 6 TOP PLATE STRUCTURAL FLOOR FRAMING CROSS BRACE FRAMING, WHEN IT OCCURS CEILING TO BE DETERMINED STONE VENEER BLDG FELT ON 5/8" EXTERIOR SHEATHING, OVERLAP OVER STL LINTEL ANGLE ARCHED BRICK SOLDIER W/KEYSTONE STL LINTEL ANGLE, EXTEND MIN OF 4" ON EACH SIDE OF WINDOW PROVIDE CONT SEALANT JOINT AROUND ALL SIDES OF WINDOW GLAZED ALUMINUM WINDOW SYSTEM ROWLOCK SILL STONE VENEER 1/2" DIA. X 8" ANCHOR BOLTS AT 48" O.C. — PROVIDE WEEPS AT 24" O.C. SILL FLASHING GRADE CONCRETE SLAB & FOUNDATION, REF STRUCTURAL — BLDG FELT ON 5/8" EXTERIOR SHEATHING 2X6 WOOD STUDS AT 16" O.C., MAX. 7_��■@6111111111t61► II II II II II �I I II II II ___ BLDG FELT ON 5/8" EXTERIOR SHEATHING 2X6 WOOD STUDS AT 16" O.C., MAX. BATT INSULATION d a a a TYP WALL SECTION AT STONE TOWER 3 3/4" = V-0" TWO LAYERS OF 3/4" TREATED PLYWOOD PREFABRICATED METAL COPING, PTO TO MATCH STUCCO T.O. PARAPET I I (SLOPE BACK TOWARD ROOF) T.O. PAW 26' - 0" 26' - 0" iu T.O. ROOF HP I . co I I REGLET AND T.O. ROOF 24'- 10" 24' 10" - COUNTERFLASHING 1/2" RUN ROOFING MEMBRANE UP VERTICAL SURFACE o j SINGLE PLY ROOFING SYSTEM 2X STRUCTURAL ROOF 3l4" PLYWOOD JOISTS, REF STRUCTURAL SUB -FLOOR FRAMING DRAWINGS T.O. ROOF LP _ - T.O. ROOF 23'-0" 23'-0" JbiII-LEVEL 2 13'-0" 0 (V CV 4 2 - 2 X 6 TOP PLATE STRUCTURAL ROOF FRAMING, SLOPED, REF STRUCTURAL DRAWINGS CROSS BRACE FRAMING, WHEN IT OCCURS CEILING TO BE DETERMINED GLAZED ALUMINUM WINDOW SYSTEM - PROVIDE HORIZONTAL DEFLECTION JOINT AT FLOOR LINE 2X STRUCTURAL FLOOR JOISTS, REF STRUCTURAL FRAMING DRAWINGS 3/4" PLYWOOD SUB -FLOOR 2 - 2 X 6 TOP PLATE STRUCTURALFLOOR FRAMING CROSS BRACE FRAMING, WHEN IT OCCURS STUCCO VENEER CEILING TO BE DETERMINED THIN CAST STONE HEADER PROVIDE CONT SEALANT JOINT AROUND ALL SIDES OF WINDOW GLAZED ALUMINUM WINDOW SYSTEM - BLDG FELT ON 5/8" EXTERIOR SHEATHING 2X6 WOOD STUDS AT 16" O.C., MAX. BATT INSULATION ` II II II II II 11 II II II -- — — — — — — — — (V r I I BLDG FELT ON 5/8" STUCCO VENEER - EXTERIOR SHEATHING I N 1/2" DIA. X 8" ANCHOR 2X6 WOOD STUDS BOLTS AT 48" O.C. AT 16" O.C., MAX. I' BATT INSULATION I SILL FLASHING LEVEL 1 ° 0'-0" a GRADE " CONCRETE SLAB & FOUNDATION, — - REF STRUCTURAL ° 4 TYP WALL SECTION / DETAIL AT STUCCO V L 3/4" = 1'-0" JbiII-LEVEL 2 13'-0" LEVEL 1 TWO LAYERS OF 3/4" TREATED PLYWOOD � G (O 1/2"- STUCCO ON 5/8" EXTERIOR SHEATING ON 2X4 WOOD STUDS 2X STRUCTURAL ROOF JOISTS, REF STRUCTURAL FRAMING DRAWINGS 2 - 2 X 6 TOP PLATE STRUCTURAL ROOF FRAMING, SLOPED, REF STRUCTURAL DRAWINGS CROSS BRACE FRAMING, WHEN IT OCCURS CEILING TO BE DETERMINED GLAZED ALUMINUM WINDOW SYSTEM - PROVIDE HORIZONTAL DEFLECTION JOINT (SEALANT ILO OF GROUT) AT FLOOR LINE 2X STRUCTURAL FLOOR JOISTS, REF STRUCTURAL FRAMING DRAWINGS 3/4" PLYWOOD SUB -FLOOR 2 - 2 X 6 TOP PLATE STRUCTURAL FLOOR FRAMING CROSS BRACE FRAMING, WHEN IT OCCURS MASONRY VENEER CEILING TO BE DETERMINED BLDG FELT ON 5/8" EXTERIOR SHEATHING, OVERLAP OVER STL LINTEL ANGLE BRICK SOLDIER HEADER - STL LINTEL ANGLE, EXTEND MIN OF 4" ON EACH SIDE OF WINDOW PROVIDE CONT SEALANT JOINT AROUND ALL SIDES OF WINDOW GLAZED ALUMINUM WINDOW SYSTEM - ROWLOCK SILL MASONRY VENEER 1/2" DIA. X 8" ANCHOR BOLTS AT 48" O.C. PROVIDE WEEPS AT 24" O.C. SILL FLASHING PREFABRICATED METAL COPING, PTO TO MATCH STUCCO (SLOPE BACK TOWARD ROOF) REGLET AND COUNTERFLASHING RUN ROOFING MEMBRANE UP VERTICAL SURFACE SINGLE PLY ROOFING SYSTEM 3/4" PLYWOOD SUB -FLOOR II II II II II II BLDG FELT ON 5/8" EXTERIOR SHEATHING 2X6 WOOD STUDS AT 16" O.C., MAX. BATT INSULATION BLDG FELT ON 5/8" EXTERIOR SHEATHING 2X6 WOOD STUDS AT 16" O.C., MAX. BATT INSULATION N ti GRADE CONCRETE SLAB & FOUNDATION, REF STRUCTURAL ,2 ° .a -H-M-M M 1 ,,,, TYP WALL SECTION / DETAIL AT BRICK V 1 3/4" = V-0" ■ r1/_r1W1■ ■ INCEPTIVE 1510 BELLNAP DR. ALLEN, TX 75013 The ParQ Southlake ■ IL /ram 1 V v�<�L� 351 W. Southlake Blvd Southlake, TX 76092 MARK DATE DESCRIPTION Project Number 2017.07 Original Issue 04/06/2018 Permit Set Sheet Name WALL SECTIONS Case No. ZA18-0030 Sheet Number A=401 Project Status Permit Set 04/06/2018 C:\Users\Chad Anderson\Desktop\Projects\Inceptive Group\The ParQ - Southlake Building\The ParQ Southlake.rvt 0 c o > M rM THIS ELECTRONIC DRAWING FILE IS RELEASED UNDER THE AUTHORITY OF GREG CUPPETT, LANDSCAPE ARCHITECT REGISTRATION NUMBER 267E ON 03/30/18, WHO MAINTAINS THE ORIGINAL FILE, THIS ELECTRONIC DRAWING FILE MAY BE USED AS A BACKGROUND DRAWING. PURSUANT TO RULE 3.103(F) OF THE RULES AND REGULATIONS OF THE TEXAS BOARD OF ARCHITECTURAL EXAMINERS, THE USER OF THIS ELECTRONIC DRAWING FILE AGREES TO ASSUME ALL RESPON- SIBILITY FOR ANY MODIFICATION TO OR USE OF THIS DRAWING FILE THAT IS INCONSISTENT WITH THE REQUIREMENTS OF THE RULES AND REGULATIONS OF THE TEXAS BOARD OF ARCHITECTURAL EXAMINERS, NO PERSON MAY MAKE MODIFICATIONS TO THIS ELECTRONIC DRAWING FILE WITHOUT THE LANDSCAPE ARCHITECT'S EXPRESS WRITTEN PERMISSION, CASE NO. ZA18-0030 nceptive>>>>> IsFAIN - CUPPETT LANDSCAPE ARCHITECTS, LLC 8233 Mid cities Blvd. Sub B North Richland Hills, TX 76182-4761 817-479-0730 PARKS AND OPEN SPACE PLANNING - LANDSCAPE ARCHITECTURE - IRRIGATION DESIGN MARK DATE Project Ovi ha Issue Sheet Name Sheet Number L=3 LL W Z DESCRIPTION PLAN NORTH TRUE NORTH Project S t a s � _;. I ` I I ::) C D Z =D Dcc) -r _9M n O TREE SURVEY N0. DBH SPECIES CONDITION COMMENT CREDITS 101 3" BUR OAK GOOD PRESERVE 102 4" BUR OAK GOOD PRESERVE 103 4" BUR OAK GOOD PRESERVE 104 4" BUR OAK GOOD PRESERVE 106 6" BALD CYPRESS GOOD PRESERVE 107 6" BALD CYPRESS GOOD PRESERVE 110 4" BUR OAK POOR PRESERVE 111 4" BUR OAK POOR PRESERVE 112 4" LIVE OAK DEAD REMOVE -DEAD 113 4" LIVE OAK GOOD REMOVE 114 2'$ CRAPE MYRTLE GOOD PRESERVE 115 2" CRAPE MYRTLE GOOD PRESERVE 116 2" CRAPE MYRTLE GOOD PRESERVE 117 2" WAX MYRTLE GOOD PRESERVE 118 3,$ LIVE OAK GOOD PRESERVE 119 3" LIVE OAK GOOD PRESERVE 120 2" WAX MYRTLE GOOD PRESERVE 121 3" LIVE OAK GOOD PRESERVE 122 2" WAX MYRTLE GOOD PRESERVE 123 2" WAX MYRTLE GOOD PRESERVE 124 2" RED BUD GOOD PRESERVE 125 2'$ RED BUD GOOD PRESERVE 126 2" CRAPE MYRTLE GOOD PRESERVE 127 2" LACEBARK ELM GOOD PRESERVE 128 2" CRAPE MYRTLE GOOD PRESERVE 129 6'$ BALD CYPRESS GOOD PRESERVE 130 6" BALD CYPRESS GOOD PRESERVE 131 6" BALD CYPRESS GOOD PRESERVE 132 6" BALD CYPRESS GOOD PRESERVE 133 2" CRAPE MYRTLE GOOD PRESERVE 134 2'$ CRAPE MYRTLE GOOD PRESERVE 135 2'$ CRAPE MYRTLE GOOD PRESERVE 136 2" LACEBARK ELM GOOD PRESERVE 137 2" LACEBARK ELM GOOD PRESERVE 138 2" LACEBARK ELM GOOD PRESERVE 139 2" LACEBARK ELM GOOD PRESERVE 140 2" RED BUD GOOD PRESERVE 141 2'$ LACEBARK ELM GOOD PRESERVE 142 2" LACEBARK ELM GOOD PRESERVE TOTAL TOTAL CALIPER INCHES 51" TOTAL CALIPER INCHES PRESERVED 47" 100% TOTAL CALIPER INCHES REMOVED 0" 0% BUILDING PAD EXEMPT 0" 0% PARKING LOT EXEMPT 0" 0% ROADS EXEMPT 0" 0% OTHER EXEMPT 0" 0% TOTAL MITIGATION REQUIRED: 0" CALIPER INCHES LEGEND 499 o EXISTING TREE TO BE PRESERVED/PROTECTED 499 EXISTING TREE TO BE REMOVED BY PERMIT /x 11 It 0 w , o wUl . N o 000 N w." N - r O 11 (11 II rn� U Ln .p 2X4'S @ 5" OC TO HEIGHT OF 10' OR HT OF BRANCHING. WIRE CONNECTORS TO T 3' OC. DO NOT TO TREE. iELY ENCIRCLE TRUNK. BARK PROTECTION SCALE: NONE ROOT PRUNE AT BACK OF PROPOSED CURB/PAVEMENT WITH CONCRETE SAW OR OTHER APPROVED TOOL. �FINISH GRADE CRITICAL ROOT ZONE INSTALL 6 FT ORANGE VINYL PROTECTIVE FENCE AT DRIP LINE - ALL PROTECTED TREES. DO NOT PARK OR DRIVE VEHICLES OR CONSTRUCTION EQUIPMENT BENEATH DRIP LINE DO NOT MODIFY GRADE BENEATH DRIP LINE UNLESS APPROVED BY CITY ARBORIST. DO NOT WASH OUT CONCRETE TRUCKS OR STORE ANY CONSTRUCTION MATERIALS BENEATH DRIP LINE. TREE PROTECTION FENCING/PRUNING SCALE: NONE STEP 2 — CUT LIMB rSTEP STEP 1 — UNDERCUT LIMB 3 — CUT STUB AT COLLAR TREE PRUNING SCALE: NONE THIS ELECTRONIC DRAWING FILE IS RELEASED UNDER THE AUTHORITY UE GREG CUPPETT, LANDSCAPE ARCHITECT REGISTRATION NUMBER 2672 ON 11/15/12, WHO MAINTAINS THE ORIGINAL FILE THIS ELECTRONIC DRAWING FILE MAY BE USED AS A BACKGROUND DRAWING PURSUANT TO RULE 3.103(F) OF THE RULES AND REGULATIONS OF THE TEXAS BOARD OF ARCHITECTURAL EXAMINERS, THE USER OF THIS ELECTRONIC DRAWING FILE AGREES TO ASSUME ALL RESPON- SIBILITY FOR ANY MODIFICATION TO OR USE OF THIS DRAWING FILE THAT IS INCONSISTENT WITH THE REQUIREMENTS OF THE RULES AND REGULATII]NS OF THE TEXAS BOARD ❑F ARCHITECTURAL EXAMINERS. NO PERSON MAY MAKE MODIFICATIONS TO THIS ELECTRONIC DRAWING FILE WITHOUT THE LANDSCAPE ARCHITECT'S EXPRESS WRITTEN PERMISSION CASE NO. ZA-18-0030 0 20 40 60 SCALE: 1 " = 20'-0" PLAN NORTH TRUE NORTH nceptive>m FAIN • CUPPETT LANDSCAPE ARCHITECTS, LLC 8233 Mid Cities Blvd. Suite B North Richland Hills, TX 76182-4761 817-479-0730 PARKS AND OPEN SPACE PLANNING • LANDSCAPE ARCHITECTURE • IRRIGATION DESIGN T IVnt R w4ec t a m e Project Address w r z 0 U� MARK DATE DESCRIPTION Project Project tl iq @r 110J>00 original issue Issue package 01/01/2015 Sheet Name TREE RREAERVAT RR RRAR Sheet Number L = 1 Project Sta s eslgn Development File Path D � J •e••••• • •• •. ®•� ®•• e••••e•.®+---7+-•s•+•e + + + + + + + + + + + + + + + + + + + +++25- + ++++ +++ +g++ + e.,+ + +o+ + + QF + + +�� �o + + ++-,++ + + ++++ ++++ + + ++ + ++ + + + + O + + + W + �+ + O � + -� N + p� + + - F + � H + + +,5 J� + W + = r+ + N ++©+-9+ w + r + A +C+ N + '-P + + % + + r+i ++++ ++++ +++ ++++ +++ ++++ +++ + + + + + ++++ +++ ++++ + + + + + o + + + + + + + + + + + + + +++t + +++++++++�+,+ U - +++++ + + + + ++++++++++ + + + + + 1+0'+ /+ 3 + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ?— S 00036' 06" E 146.64' It o N � (Nn_ O c 'J C O p0 0 -T1 CD o r� 0 0 o � z &4 c-) CIA o � :C7 C cn Cn --A I I CITY OF S❑UTHLAKE LANDSCAPE NOTES A, D❑ NOT PLANT ANY TREE WITHIN AN AREA SUCH THAT THE MATURE CANOPY ❑F THE TREE WILL INTERFERE WITH OVERHEAD UTILITY LINES. B, D❑ NOT PLANT ANY TREE WITHIN AN AREA SUCH THAT THE MATURE ROUT ZONE OF THE TREE WILL INTERFERE WITH UNDERGROUND PUBLIC UTILITY LINES (INCLUDING WATER LINES, SEWER LINES, TRANSMISSI❑N LINES, OR OTHER UTILITY); C, D❑ NOT PLANT ANY TREE WITHIN (10') OF A FIRE HYDRANT; ❑R D, D❑ NET PLANT A STREET TREE CLOSER THAN 35 FEET (35') TO ANY STREET CORNER) MEASURED FROM THE P❑INT OF NEAREST INTERSECTING CURBS OR CURB LINES, PLANT MATERIAL QUALITY STANDARD ALL PLANT MATERIAL SHALL BE OF NO. 1 GRADE, FREE FROM PLANT DISEASE, OF TYPICAL GROWTH FOR THE SPECIES, HAVE A HEALTHY, NORMAL PONT SYSTEM, ROUNDED BRANCHING PATTERN, AND SHALL CONFORM TO THE CODE OF STANDARDS SET FORTH IN THE CURRENT EDITI❑N OF THE AMERICAN STANDARD FOR NURSERY STOCK, THE CITY RESERVES THE RIGHT TO APPROVE OR DISAPPR❑VE REQUIRED PLANTS AND PLANTING THROUGH THE LANDSCAPE ADMINISTRAT❑R OR CITY APP❑INTED LANDSCAPE ARCHITECT, H❑RTICULTURIST) OR OTHER PERSON S❑ QUALIFIED, + + + DUFFER YARD LANDSCAPE PARKING E❑T LANDSCAPE INTERI❑R LANDSCAPE (�D> 0(L 0 N Lo O N N (_0N N 000 36' 06" W 423. T T + -++ + + + + + / +/ + q + + + + + ' + + + + + + + + + + + + + + + + 2 C0 - I I I -❑ G M EMP15 AMPI Mew , ENT/ ENT/ S 000 36' 06" E 286.921 25' FIRE LANE DRNG & UTIL ESMT DOC. D210020733,D.R.T.C.T. C 1�1 0 C z M M ED It r z m 0 0 o� SUMMARY CHART BUFRLRYARDS L❑CATI❑N / REQUIRED / LENGTH BUFFERYARD CANOPY ACCENT TREES SHRUBS FENCE / SCREENING HEIGHT AND MATERIAL LENGTH OF BASE LINE PR❑VIDED WIDTH / TYPE TREES NORTH REQUIRED 187' 20, / M 6 4 22 H-1 PR❑VIDED 187' 20, / M 6 4 22 H-1 NORTH REQUIRED 48' EXISTING DRIVE 1 1 4 PR❑VIDED 48' EXISTING DRIVE 1 1 4 1 EXISTING TREES SOUTH REQUIRED 234' 10' / F1 7 14 18 F-1 PR❑VIDED 234' 10' / F1 7 14 16 EXISTING 6' FENCE, 4 EXISTING TREES EAST REQUIRED 286, 5' / A 3 6 23 PR❑VIDED 286' EXISTING DRIVE 6 6 23 6 EXISTING TREES EAST REQUIRED 133' S' / A 2 3 11 PR❑VIDED 133' 5' / A 3 3 11 WEST REQUIRED 423' S' / A 5 9 34 PR❑VIDED 423' 5' / A 5 9 34 TOTALS 28 41 120 OTHER C❑MMENTS 1, WHERE PARKING IS PR❑VIDED BETWEEN THE BUILDING SETBACK LINE AND PUBLIC R,O.W,, SHRUBS ❑BTAINING A MATURE HEIGHT OF THREE (3') OR GREATER MUST BE PLANTED AT A MAXIMUM SPACING OF THIRTY INCHES (30") ❑N CENTER C❑NTINU❑US AL❑NG ALL PAVED EDGES OF THE PARKING OR DRIVE AREA, 2, A MINIMUM ❑F 50X ❑F ALL CANOPY TREES PLANTED ❑N THE SITE SHALL BE 2" IN CALIPER AND 50% MUST BE 4" IN CALIPER, THIS INCLUDES BUFFERYARDS AS WELL AS INTERI❑R, SUMMARY CHART - INTERI❑R LANDSCAPE LANDSCAPE X OF AREA IN CANOPY TREES ACCENT TREES SHRUBS GROUND COVER ANNUAL COLOR AREA FRONT OR SIDE ( SQ, FT, ) ( SO, FT, ) REQUIRED 7,583 SF 75% 15 31 192 1,149 153 PR❑VIDED 17,784 SE 89% 15 31 199 1,830 156 xN❑TE ANY CREDITS USED IN CALCULATI❑NS: PRESERVED TREES APPLIED TO CREDIT 11 CANOPY TREES OTHER C❑MMENTS� SITE WILL BE IRRIGATED BY AN AUT❑MATIC, UNDERGROUND IRRIGATION SYSTEM DESIGNED BY A LICENSED IRRIGAT❑R, C❑MPLETE WITH RAIN AND FREEZE SENSORS, SITE SHALL BE MAINTAINED IN ACCORDANCE WITH ARTICLE 10,0 OF THE S❑UTHLAKE LANDSCAPE ❑RDINANCE, 544-B, O II U7 *4o 00 w . N �o � 'i w N - r Ul II M cn un � Ul .11l +++ 77,+++++++ + 0 +SIGr4 + +++++ PARKING LET LANDSCAPING X PARKING BETWEEN BUILDING & ROW = 25%-75Z, REQUIRES 20 SE/STALL, 35 STALLS X 20 = 700 SF REQUIRED PARKING LET LANDSCAPING 710 SF PARKING LET LANDSCAPING PR❑VIDED, NOTE SITE WILL BE IRRIGATED BY AN AUT❑MATIC, UNDERGROUND IRRIGATI❑N SYSTEM DESIGNED BY A LICENSED IRRIGATOR, COMPLETE WITH RAIN AND FREEZE SENSORS, SITE SHALL BE MAINTAINED IN ACCORDANCE WITH ARTICLE 10,0 ❑F THE S❑UTHLAKE LANDSCAPE ❑RDINANCE, 544-B, THIS ELECTRONIC DRAWING FILE IS RELEASED UNDER THE AUTHORITY OF GREG CUPPETT, LANDSCAPE ARCHITECT REGISTRATION NUMBER 2672 ON 11/15/12, WHO MAINTAINS THE ORIGINAL FILE THIS ELECTRONIC DRAWING FILE MAY BE USED AS A BACKGROUND DRAWING PURSUANT TO RULE 3.103(F) OF THE RULES AND REGULATIONS OF THE TEXAS BOARD OF ARCHITECTURAL EXAMINERS, THE USER OF THIS ELECTRONIC DRAWING FILE AGREES TO ASSUME ALL RESPON- SIBILITY FOR ANY MODIFICATION TO OR USE OF THIS DRAWING FILE THAT IS INCONSISTENT WITH THE REQUIREMENTS OF THE RULES AND REGULATIONS OF THE TEXAS BOARD OF ARCHITECTURAL EXAMINERS NO PERSON MAY MAKE MODIFICATI➢NS TO THIS ELECTRONIC DRAWING FILE WITHOUT THE LANDSCAPE ARCHITECT'S EXPRESS WRITTEN PERMISSI➢N, CASE NO. ZA-18-0030 0 LO 40 60 SCALE: 1" = 20'-0" PLAN NORTH TRUE NORTH nceptivem FAIN • CUPPETT LANDSCAPE ARCHITECTS, LLC 8233 Mid Cities Blvd. Suite B North Richland Hills, TX 76182-476 i 817-479-0730 PARKS AND OPEN SPACE PLANNING • LANDSCAPE ARCHITECTURE • IRRIGATION DESIGN C I e n t B BCJ t Rage Project Address r z 0 U� MARK DATE DESCRIPTION Project Project O igiba 60"X00 original issue Issue package Sheet Name BU RRBCARD UCCU Sheet Number L=2 Project StaIs UDesign Development 01/01/2015 File Path II 71711 3 Ilde m - 10 9 M ce I 30-Gal � N N D _ z m � z � J �7 D ��� o' � �o m C c->o(-- o m Iy C D o �m n I 0 U W Ui 0) 1 ry _TI z o F9 z� n C � 0 SAS �( '2 Tacli 4 -Coln 8 Iln -Gal. 2 Juvi 8 - 10 5'\ E DO 4 M u 5-Gal 6 IIvoN 5-Gal 2 Quvi 4 -Cal 12 IIvoN 5-Gal _10m 1 Q h 4 — D 2 2'-Cal Ulcr ° 1 Ilde 8' - 10' 36' 06" 423. 8 8 /, Juvi - 10 m //i 2 Qush D 4 -Cal Al y��\\ z n�:u ::E 17- Z M 1 Ilde 8 - 10 S x 6 20 \��� / 11 I \ 9 Cl) m vn X I� X � _ � LL AWN AREAS 1 Iln 7a1. 8 Ilde 2 UCal 4 IlvoN 5-Gal 8 depa X � 1 UI a 2--Cal 13 1 UI a (3) Yufi 5- I 1 UI a 6 IlvoN N - N 1 -Cal 5-Gal -I 1 Co E UI a isting Existing 5-Gal 9 IIvoN Q 5 e al 5-Gal 2 a'inre Ln un O GM o 8-1 ENT/EXI 6 H p a �z 'A/ EXI x ' ' % 1 I a 1 UI a 2--Cal 5- al 11 111vo Exist ng fv Ce tin I�1 z o �X 1 U l a Existing n _ ND U' CD m X Iv _ C w M 00 X. 1 " W. L. z 9 ainre 8-10' 6 Hepc 7C Existin -n �� - _ V. 1." ._ . X F9 � ° 2 He a 6 Lainre c� D 1 Ce ate � u IV �� Existing Existing 22 II Nz 30 Gal 5 Gal a1 Fxis XO inn exist' Z Z O- O Dn 4 M ce a O m Existing Exis c 3 Quvi 2 M u . N - Existing C C Existing o D ENT/EXIT 0 2 Cecate < 17 II oN E 10' UE 210020733 D.R.T.C.T. Existing t DC 5-Gal 6' r 2 Lai re 4�1 OF9 Existing DE �Lo V D FT]� o <0 1 UI a oN 2 -Cal 14 IIvoN F— D _� 2 Cal 5- "EXISTING 24' FIRE LANE 5-Gal �_ N _ �_- 6� � z 8 ne V '� M (� z D S 000 36' 06" E 286.92' Existin U F (2 Juvi EXISTING P❑NRE D TI❑N o TCO��� w D N00 < < < \ 8 - 10 T ° = �.�� 25 FIRE LANE N 0 DRNG & UTIL ESMT II/ W> X 4 TCa'l >D h1 DOC. D210020733, D. R. T. C. T. D630 D C L_ PARKING LOT LANDSCAPING N - % PARKING BETWEEN BUILDING & ROW = 257/-757, REQUIRES 20 SE/STALL. O 1 Z Z-� _ iii = - 35 STALLS X 20 = 700 SF REQUIRED' PARKING LOT LANDSCAPING. C \ / 5 -A� z - 710 SF PARKING LOT LANDSCAPING PR❑VIDED. Da o 30-Gal z \ C7 FT] 0 C NOTE: Tl C0 �- CJO 0 X SITE WILL BE IRRIGATED BY AN AUT❑MATIC, UNDERGROUND IRRIGATI❑N SYSTEM DESIGNED BY A LICENSED IRRIGAT❑R, COMPLETE WITH RAIN AND FREEZE SENSORS, SITE SHALL BE Z7 Dm rT1 /�//"III\\\X 36' 0611 ° 146■64' Qush z X 0 MAINTAINED IN ACCORDANCE WITH ARTICLE 10 0 ❑F THE S❑UTHLAKE LANDSCAPE ORDINANCE, 544-B Fri Z 0O Existing (!) O -U II � CD � y � C) _ — � PLANT LIST Symbol Quantity Code Name Scientific Name Common Name Planting Size Comments 14 Ulpa Ulmus parvifolia Lacebark elm 2"—Cal B & B, Full, Single straight trunk 0 10 Quvi Quercus virginiana 'Cathedral" Cathedral live oak 4" —Cal B & B, Full, Single straight trunk 3 Ulcr Ulmus Crassifolia Cedar elm 2"—Cal B & B, Full, Single straight trunk 4 Tadi Taxodium distichum Bald cypress 4" —Cal B & B, Full, Single straight trunk 4 Gush Quercus shumardii Shumard oak 4" —Cal B & B, Full, Single straight trunk 9 Cecate Cercis canadensis 'Texensis' Texas redbud 30—Gal Full, Single straight trunk (� 17 Myce Myrica cerifera Southern wax —myrtle 30—Gal Full, Tree form ,► 12 Juvi Juni erus vir iniana p g Eastern red cedar 8' 10' Full, Single straight g trunk C6 Ilde Ilex decidua Possumhaw 8' 10' Full, Tree form 28 Lainre Lagerstromia indica 'Red Rocket' 'Red Rocket' crape myrtle 8' 10' 3 to 5 canes, Full C 62 Mypu Myrica pusilla Dwarf Wax Myrtle 5—Gal 30" O.C. 162 IIvoN Ilex vomitoria 'Nana' Dwarf yaupon 5—Gal 36" O.C. { 26 Ilne Ilex x 'Nellie R. Stevens' Nelly R. Stevens holly 7—Gal. 48" O.C. 59 Hepa Hesperaloe parviflora Red yucca 5—Gal 36" O.C. 4411- 17 Muca Muhlenbergia capillaris Gulf muhly 5—Gal 36" 0. C. 9 Yufi Yucca filamentos❑ Softleaf yucca 5—Gal 36" O.C. 24 Stte Stipa tenuissima Mexican feather grass 1—Gal 24" O.C. 1515 Lisp Liriope muscari 'Silvery Sunproof' Liriope 4" pot 12" O.C. 2460 Tras Trachelospermum asiaticum Asian jasmine 4" pot 12" O.C. 320 Seco Seasonal color 4" pot 9" 0, C. (_0_- O ILO N L'o ,LO O N N File Path Muca 5-Gal 56 Mypu 5-Gal Yufi 5-Gal He 5-G 5 ) MVDU 5-Gal 1N1lhi`.7k 5-G 6 Quvi Cal ` 0 �, fTl = o P CD o m X X PLANTING NOTES: Cn � X 1, PLANT SIZE, TYPE, AND CONDITION SUBJECT TO 11 11 APPROVAL QE OWNER'S REPRESENTATIVE. 0C z z 11 2. ALL PLANT MATERIAL TO BE NURSERY GROWN o 0 STOCK, 00 4:111. 3, CONTRACTOR RESPONSIBLE FOR MAINTENANCE OF r- N 0 vl ALL PLANT MATERIAL UNTIL PROJECT ACCEPTANCE. Q m C 00 4. ALL CONTAINER GROWN PLANTS TO HAVE FULL, _ W IV VIGOROUS ROOT SYSTEM, COMPLETELY C o_ ; r ENCOMPASSING CONTAINER. n N 11 5: ALL PLANTS WELL ROUNDED AND FULLY BRANCHED. = v Ul ALL TREES WITH SPREAD 2/3 OF HEIGHT.. .. �I rn (ll CONTRACTOR TO PROVIDE OWNER WITH PREFERRED MAINTENANCE SCHEDULE OF ALL PLANTS AND Ii LAWNS. �� U7 7. MAINTAIN/PROTECT VISIBILITY TRIANGLE WITH PLANT ,p MATERIAL PER CITY STANDARDS AT ALL ENTRANCES Ij TO SI TE, 8, PREP ENTIRE WIDTH OF ALL DEFINED PLANTING BEDS WITH MIX AS OUTLINED IN SPECS. WHERE SHRUBS _ o I ARE LOCATED ALONG CURB, SET SHRUBS BACK 30 GeC FROM CURB 3 FT. ■ 9. SEE DETAIL SHEET FOLLOWING FOR PLANTING DETAILS. O 10. CONTRACTOR RESPONSIBLE FOR LOCATION OF ALL - UTILITIES, INCLUDING BUT NOT LIMITED TO a 5 Quvi C TELEPHONE, TELECABLE, ELECTRIC, GAS, WATER AND 4 Cal SEWER. ANY DAMAGE TO UTILITIES TO BE REPAIRED -n BY CONTRACTOR AT NO COST TO OWNER. In o 11. IF EXISTING TREES ARE SHOWN TO REMAIN, w o CONTRACTOR SHALL PRUNE AS DIRECTED BY OWNER'S REPRESENTATIVE. WORK TO INCLUDE REMOVAL OF ALL SUCKER GROWTH; DEAD AND I D rii DISEASED BRANCHES AND LIMBS; VINES, BRIARS 24 Stte AND OTHER INVASIVE GROWTH; AND ALL U INTERFERING BRANCHES. MAKE ALL CUTS FLUSH TO I1-Gal O REMAINING LIMB. RETAIN NATURAL SHAPE OF PLANT. 6 H a 5-Gal C ALL WORK SUBJECT TO APPROVAL OF OWNER'S r REPRESENTATIVE, OX rn 12. QUANTITIES ARE PROVIDED AS A COURTESY AND NOT INTENDED FOR BID PURPOSES. CONTRACTOR TO X c o VERIFY PRIOR TO PRICING, O 1 13.INSTALL EDGING BETWEEN LAWN AND PLANTING z BEDS. REFER TO SPECIFICATIONS, FILE ALL CORNERS 0 SMOOTH. _ I 14.INSTALL CURLER BLANKET (OR EQUAL) PER MANUFACTURES INSTRUCTIONS ON ALL GROUNDCOVER/SHRUB BEDS WITH A SLOPE OF 4; 1 SOH BERMU A S D OR GREATER. AS x C 15. AT TIME OF PLAN PREPARATION, SEASONAL PLANT AVAILABILITY CANNOT BE DETERMINED. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO SECURE D AND RESERVE ALL B&B PLANTS WHEN AVAILABLE IN CASE ACTUAL INSTALLATION OCCURS DURING THE - OFF-SEASON.. PURCHASE AND HOLD B&B PLANTS M FOR LATE SEASON INSTALLATION. He a �� X -Gal Iv Cf) � n C* n O I-L 0 0 4�h 00 ::E �■L N rn SUMMARY CHART - BUFFERYARDS L❑CATI❑N / REQUIRED / LENGTH BUFFERYARD CANOPY ACCENT TREES SHRUBS FENCE / SCREENING HEIGHT AND MATERIAL LENGTH OF BASE LINE PR❑VIDED WIDTH / TYPE TREES NORTH REQUIRED 187, 20' / M 6 4 22 H-1 PR❑VIDED 18 7' 20' / M 6 4 22 H-1 NORTH REQUIRED 48' EXISTING DRIVE 1 1 4 PR❑VIDED 42' EXISTING DRIVE 1 1 4 1 EXISTING TREES SOUTH REQUIRED 234' 10' / F1 7 14 18 F-1 PR❑VIDED 234' 10' / F1 7 14 18 EXISTING 6' FENCE, 4 EXISTING TREES EAST REQUIRED 286' 5' / A 3 6 23 PR❑VIDED 286' EXISTING DRIVE 6 6 23 6 EXISTING TREES EAST REQUIRED 133' S' / A 2 3 11 PR❑VIDED 133' 5' / A 3 3 11 WEST REQUIRED 423' 5' / A 5 9 34 PR❑VIDED 423' 5' / A 5 9 34 TOTALS 28 41 120 OTHER COMMENTS: 1, WHERE PARKING IS PR❑VIDED BETWEEN THE BUILDING SETBACK LINE AND PUBLIC R,❑,W„ SHRUBS ❑BTAINING A MATURE HEIGHT OF THREE (3') ❑R GREATER MUST BE PLANTED AT A MAXIMUM SPACING OF THIRTY INCHES (30') ❑N CENTER C❑NTINU❑US ALONG ALL PAVED EDGES OF THE PARKING OR DRIVE AREA. 2, A MINIMUM OF 507 OF ALL CANOPY TREES PLANTED ON THE SITE SHALL BE 2" IN CALIPER AND 50% MUST BE 4" IN CALIPER. THIS INCLUDES BUFFERYARDS AS WELL AS INTERI❑R. SUMMARY CHART - INTERI❑R LANDSCAPE LANDSCAPE X OF AREA IN CANOPY TREES ACCENT TREES SHRUBS GROUND COVER ANNUAL COLOR AREA FRONT OR SIDE C SO, FT, ) C SQ, FT. ) REQUIRED 7,583 SF 75% 15 31 192 1,149 153 PR❑VIDED 17,724 SF 29% 15 31 199 1,830 156 N❑TE ANY CREDITS USED IN CALCULATI❑NS: PRESERVED TREES APPLIED T❑ CREDIT 11 CANOPY TREES OTHER COMMENTS: SITE WILL BE IRRIGATED BY AN AUT❑MATIC, UNDERGROUND IRRIGATI❑N SYSTEM DESIGNED BY A LICENSED IRRIGAT❑R, COMPLETE WITH RAIN AND FREEZE SENSORS, SITE SHALL BE MAINTAINED IN ACC❑RDANCE WITH ARTICLE 10.0 OF THE S❑UTHLAKE LANDSCAPE ❑RDINANCE, 544-B, CAUTI-------- - - - - -- -- - - -- UNDERGROUND UTILITIES ARE LOCATED IN THIS AREA. 48 HOURS PRIOR TO AN)' CONSTRUCTION ACTIVITIES, CONTACT LINE LOCATES FOR FRANCHISE UTILITY INFO. CALL BEFORE YOU DIG: TEXAS EXCAVATION SAFETY SYSTEM (TES`-) 1—SOO-344-8377 TEXAS ONE CALL SYSTEMS 1 1-800-245-4545 BEFORE LONE STAR NOTIFICATION CENTER YOU DIG... -------------------- TEMPORARY IRRIGATION WILL BE REQUIRED TO ESTABLISH TURF IN ALL DISTURBED AREAS WITHOUT A PERMANENT IRRIGATION SYSTEM. INSTALL SOD TO ESTABLISH TURF IN ALL DISTURBED AREAS AS IDENTIFIED ON GRADING AND EROSION CONTROL PLANS, NOTE: NO LANDSCAPE PLANTINGS WITHIN 18" OR PARKING LOT CURBS. THIS ELECTRONIC DRAWING FILE IS RELEASED UNDER THE AUTHORITY OF GREG CUPPETT, LANDSCAPE ARCHITECT REGISTRATION NUMBER 2672 ON 11/15/12, WHO MAINTAINS THE ORIGINAL FILE THIS ELECTRONIC DRAWING FILE MAY BE USED AS A BACKGROUND DRAWING PURSUANT TO RULE 3.103(F) OF THE RULES AND REGULATIONS OF THE TEXAS BOARD OF ARCHITECTURAL EXAMINERS, THE USER OF THIS ELECTRONIC DRAWING FILE AGREES TO ASSUME ALL RESPON- SIBILITY FOR ANY MODIFICATION TO OR USE OF THIS DRAWING FILE THAT IS INCONSISTENT WITH THE REQUIREMENTS OF THE RULES AND REGULATII]NS OF THE TEXAS BOARD OF ARCHITECTURAL EXAMINERS. NO PERSON MAY MAKE MODIFICATIONS TO THIS ELECTRONIC DRAWING FILE WITHOUT THE LANDSCAPE ARCHITECT'S EXPRESS WRITTEN PERMISSION, CASE NO. ZA-18-0030 0 LO 40 60 Eli III-MIIIi SCALE: 1" = 20'-0" PLAN NORTH TRUE NORTH nce P-t i ve FAIN • CUPPETT LANDSCAPE ARCHITECTS, LLC 8233 Mid Cities Blvd. Suite B North Richland Hills, TX 76182-476 i 817-479-0730 PARKS AND OPEN SPACE PLANNING • LANDSCAPE ARCHITECTURE • IRRIGATION DESIGN r z0 MARK DATE DESCRIPTION Project Project O ikibar 110J>00 original issue Issue package 11/15/18 01/01/2015 Sheet Name LANDSCAPE PEAS Sheet Number L=3 Project StaIs Design Development Contact Information: TREE STAKE SOLUTIONS www.treestakesolut'ions.com J EEE TU LEY 903676 6143 3" MULC "U" BRACKET NAIL STAKE FORM SAUCER 2 X BALL DIA. THIN BRANCHES BY 1 /3 RETAINING SHAPE OF PLANT. (DO NOT CUT LEADER.) STAKING FOR MULTI —TRUNK TREES & TREES 2" CAL. & UNDER SCALE: NOT TO SCALE THIN BRANCHES BY 1/3 RETAINING SHAPE OF PLANT. (DO NOT CUT LEADER.) - FORM SAUCER WITH 3" CONTINUOUS RIM SPECIFIED PLANTING MIX. WATER & TAMP TO REMOVE AIR POCKETS �> oCL 0 N Lo \Lo O N N �N SO THAT TOP OF ROOT 2" ABOVE THE :D GRADE ALL CUTS OVER I" DIA, RING ROOTBALL ANCHOR RING NAIL STAKE "U" BRACKET -CIFIED PLANTING MIX ER & TAMP TO 1OVE AIR POCKETS 0 r U C<C�y 0 w° wJ J 3" MULCH _I III,. ..I IIII I I IIIIIIIIIII I IIIII III, I II I I NOTE: 6" WIDTH IS MINIMUM. IF PLANTED IN DEFINED BED, PREP, ENTIRE BED AS SHOWN ON DRAWINGS. ilbi:�:4m:mor_ilLINIXeI SCALE: NOT TO SCALE SPREAD L_ = PLANTS/SPACING PER PLAN w O 3" MULCH INSTALLED BEFORE PLANTING RM JCER BED PREP PER SPECS TREE PLANTING — GUY WIRES OVER 2" CALIPER SCALE: NOT TO SCALE 0 o � w MAINTAIN SAUCER ON LOWER _II II ` III SIDES OF PLANT TO RETAIN WATER IIII ���II BEDDING PLANTS/ EDGING DETAIL SCALE: NOT TO SCALE ORIJL!GRADE F SLOPOP E TREE/SHRUB PLANTING ON SLOPES SCALE: NOT TO SCALE EDGING 1" (ABOVE FINISH GRADE 111111III I II 4" STEEL EDGING STAKE ON INSIDE OF BED THIS ELECTRONIC DRAWING FILE IS RELEASED UNDER THE AUTHORITY OF GREG CUPPETT, LANDSCAPE ARCHITECT REGISTRATION NUMBER 2672 ON 11/15/12, WHO MAINTAINS THE ORIGINAL FILE THIS ELECTRONIC DRAWING FILE MAY BE USED AS A BACKGROUND DRAWING PURSUANT TO RULE 3.103(F) OF THE RULES AND REGULATIONS OF THE TEXAS BOARD OF ARCHITECTURAL EXAMINERS, THE USER OF THIS ELECTRONIC DRAWING FILE AGREES TO ASSUME ALL RESPON- SIBILITY FOR ANY MODIFICATION TO OR USE OF THIS DRAWING FILE THAT IS INCONSISTENT WITH THE REQUIREMENTS OF THE RULES AND REGULATII]NS OF THE TEXAS BOARD ❑F ARCHITECTURAL EXAMINERS. NO PERSON MAY MAKE MODIFICATIONS TO THIS ELECTRONIC DRAWING FILE WITHOUT THE LANDSCAPE ARCHITECT'S EXPRESS WRITTEN PERMISSION, CASE NO. ZA-18-0030 PLAN NORTH TRUE NORTH nceptivem FAIN • CUPPETT LANDSCAPE ARCHITECTS, LLC 8233 Mid Cities Blvd. Suite B North Richland Hills, TX 76182-476 i 817-479-0730 PARKS AND OPEN SPACE PLANNING • LANDSCAPE ARCHITECTURE • IRRIGATION DESIGN Q i c, N t t Name Project Address r z 0 U� MARK DATE DESCRIPTION Project Project O igiba 110 J>00 original issue Issue package Sheet Name OECNTNN OETA S Sheet Number L=4 Project StaIs Design Development 01/01/2015 File Path SECTION 02830 TREES SHRUBS, AND GROUNDCOVERS PART I GENERAL 1.01 DESCRIPTION OF WORK A. Scope 1. Bed prep 2. Metal edging 3. Topoil 4. Planting 5. Mulching 6. Guarantee B. Related Work Specified Elsewhere 1. General Requirements - All locations 2. Section 02740 - Irrigation Trenching 3. Section 02750 - Irrigation 4. Section 02800 Lawns 1.02 QUALITY ASSURANCE A. Contractor Qualifications Minimum of three (3) years experience on projects of similar characteristics and size. B. Reference Standards: 1. American Joint Committee Of Horticultural Nomenclature: Standardized Plant Names, Second Edition, 1942; 2. American Association Of Nurserymen: American Standard For Nursery Stock, 1973 C. Substitutions 1. Substitutions accepted only upon written approval of Landscape Architect and Owner. 2. Submit substitutions possessing same characteristics as indicated on plans and specifications. D. Inspection and Testing 1. The project Owner's representative reserves the right to inspect and tag plants at the place of growth with the Contractor. 2. Inspection at place of growth does not preclude the right of rejection due to improper digging or handling. 3. Owner's representative reserves the right to request soil samples and analysis of soil and plant mix. Remove or correct unacceptable soil. Cost of testing by Contractor. 1.03 SUBMITTALS A. Certificates 1. Submit State and Federal certificates of inspection with invoice. (Only if required by Landscape Architect.) 2. File certificates with Owner's representative prior to material acceptance. 04 PRODUCT DELIVERY, STORAGE, & HANDLING A. Preparation of Delivery 1. Balled & Burlaped (B&B) Plants C. Dig and prepare for shipment in manner that will not damage roots, branches, shape, and future development after replanting. b. Ball with firm, natural ball of soil, wrapped tightly with burlap covering entire ball. C. Ball size and ratios: conform to American Association of Nurserymen standards unless otherwise shown on plant list. 2. Pack plant material to protect against climatic & seasonal damage, as well as breakage injuries during transit. 3. Securely cover plant tops with ventilated tarpaulin or canvas to minimize wind -whipping and drying in transit. 4. Pack and ventilate to prevent sweating of plants during transit. Give special attention to insure prompt delivery and careful handling to point of delivery at job site. B. Delivery 1. Deliver fertilizer, fertilizer tablets, peat, mulch, soil additives, and amendment materials to site in original, unopened containers, bearing manufacturer's guaranteed chemical analysis, name, trade name, trademark, and conformance to State law. 2. Deliver plants with legible identification and size labels on example plants. 3.. Protect during delivery to prevent damage to root ball or desication of leaves. 4. Notify Owner's representative of delivery schedule in advance so plant material may be inspected upon arrival at job site. 5. Deliver plants to job site only when areas are prepared. C. Storage 1. Protect roots of plant material from drying or other possible injury with wetted mulch or other acceptable material. 2. Protect from weather. 3. Maintain and protect plant material not to be planted immediately upon delivery. D. Handling 1. Do not drop plants. 2. Do not damage ball, trunk, or crown. 3. Lift and handle plants from bottom of container or ball. 1.05 JOB CONDITIONS E. Planting Season Perform actual planting only when weather and soil conditions are suitable in accordance with locally acceptable practices. F. Protection Before excavations are made, take precautionary measures to protect areas trucked over and where soil is temporarily stacked. 1.06 GUARANTEE A. Guarantee new plant material for one year after acceptance of final installation (ie Final Acceptance of project). B. Make replacement (one per plant) during one year guarantee period at appropriate season with original plant type, size and planting mixture. C. Repair damage to other plants, lawns, & irrigation caused during plant replacement at no cost to Owner. D. Use only plant replacements of indicated size and species. E. Ten days before end of guarantee period, notify Owner's representative in writing for year end inspection. Failure to do so, shall automatically extend guarantee until notification is received. PART II PRODUCTS 2.01 MATERIALS /el •ore iARiiGlF 1. Hardy under climatic conditions similar to locality of project. 2. True to botanical and common name variety. 3. Sound, healthy, vigorous, well branched, and densely foliated when in leaf; with healthy well -developed root system. 4. Free from disease, insects, and defects such as knots, sun -scald, windburn, injuries, disfigurement, or abrasions. 5. Conform to measurements after pruning with branches in normal positions. 6. Conform to American Association of Nurserymen standards unless shown differently on plant list. 7. Trees: a. Single, straight trunks, unless indicated otherwise b. Trees with weak, thin trunks not capable of support will not be accepated. C. All multi -stem trees are to have a minimum of three stems, similar in size and shape, with a spread of approximately 2/3 of the height. All yaupons to be female. Crape myrtle color selection by Landscape Architect. 8. Nursery grown stock only. 9. Subject to approval of Landscape Architect. 10. Seasonal color a. Annuals in 4" pots or as specified b. Perennials in 4" pots, clumps, bulbs as specified B. Topsoil 1. Natural, fertile, friable soils having a textural classification of loam or sandy loam possessing characteristics of soils in vicinity which produce heavy growth of crops, grass, or other vegetation. 2. Free of subsoil, brush, organic litter, objectionable weeds, clods, shale, stones %" diameter or larger, stumps, roots or other material harmful to grading, planting, plant growth, or maintenance operations. 3. Presence of vegetative parts of Bermuda grass Cynodon dactylon), Johnson grass, nut grass (Cyperus rotundus), and other hard to eradicate weeds or grass will be cause for rejection of topsoil. 4. Test topsoil (cost by Contractor): a. Available nitrogen b. Available phosphorus C. Available potash d. Iron e. Ph: 5.5 to 7.0 f. Decomposed organic matter: 6-10% C. Mulch 1. Top Dressing Mulch - Shredded cypress or hard wood only 2. Mulch for soil prep - Shredded pine bark 3. In prepackaged bags only; bulk shredded material is unacceptable. D. Peat Moss Commercially available baled peat moss or approved equivalent. E. Staking Material 1. Stakes for tree support C. Construction grade yellow pine, stain brown b. Size as noted on plans 2. Wires a. Padded with rubbed hose to protect tree b. Galvanized C. With galvanized turnbuckle d.. Evenly tighten turnbuckles with plant in vertical position. F. Water 1. Free of oils, acids, alkali, salt, and other substances harmful to plant growth 2. Location: Furnish temporary hoses and connections on site. G. Sand Washed builders sand H. Antidesicant "Wilt -proof" or equal. I. Edging - 3/16" X 4" green, new and unused; with stakes. 2.02 MIXES A. Planting Mixture Existing topsoil - 50% 3. Shredded pine bark - 50% 4. Fertilizer 10:20:10 at 30 Ib./1000 SF B. Planting Mix for Annuals/Perennials 1. Prepare above mix 2. Add 2" of sand C. Azalea mix: solid peat moss in hole 9" wider than root ball each direction. Plant in solid peat moss and provide mound at base of plant to allow for drainage. D. Japanese maple, dogwood, camellias: Provide 50/50 peat moss to topsoil mix, raise for drainage. PART III - EXECUTION 3.01 UTILITIES - verify location of all utilities prior to initiating construction; repair any damage caused by construction at no cost to owner. 3.02 INSPECTION A. Inspect plants for injury and insect infestation; prune prior to installation. B. Inspect site to verify suitable job conditions. 3.03 FIELD MEASUREMENTS A. Location of all trees and shrubs to staked in the field and approved by Owner's representative prior to installation. B. Location of all groundcover and seeding limits as shown on plans. i�/L�s.(�L\�%\I[�l►■ilGi�I_1�111�[tl A. Pits 1. Shape Vertical hand scarified sides and flat bottom. 2. Size for trees - 2 feet wider or twice the root ball, whichever is greater. 3. Size for shrubs - Size of planting bed as shown on drawings. 4. Rototill soil mix thoroughly, full depth. 5. NOTE: If beds are proposed beneath drip line of existing tree canopy, pocket prep plants. Do not roto-till beneath existing trees. B. Obstructions Below Ground 1. Remove rock or underground obstructions to depth necessary to permit planting. 2. If underground obstructions cannot be removed, notify Owner's representative for instruction. C. Excess Soil Dispense of unacceptable or excess soil away from the project site at Contractor's expense. 3.05 PLANTING A. General 1. Set plants 2" above existing grade to allow for settling. 2. Set plants plumb and rigidly braced in position until planting mixture has been tamped solidly around ball. 3. Apply soil in accordance with standard industry practice for the region. 4. Thoroughly settle by water jetting and tamping soil in 6" lifts. 5. Prepare 3" dish outside root ball after planting. 6. Thoroughly water all beds and plants. 7. Stake trees and large shrubs as indicated on plans. 8. Apply antidesicant according to manufacturer's instructions. 9. Apply commercially manufactured root stimulator as directed by printed instruction. 10. Plant and fertilize bedding plants per trade standards. 11. Apply 3" mulch top dressing. 1. Place in pit of planting mixture that has been hand tamped prior to placing plant. 2. Place with burlap intact to ground line. Top of ball to be 2" above surrounding soil to allow for settling. 3. Remove binding at top of ball and lay top of burlap back 6". 4. Do not pull wrapping from under ball, but cut all binding cord. 5. Do not plant if ball is cracked or broken before or during planting process or if stem or trunk is loose. 6. Backfill with planting mixture in 6" lifts.. C. Container Grown Plants 1, Place in pit on planting mixture that has been hand tamped prior to placing plant. 2. Cut cans on two sides with an acceptable can cutter, and remove root ball from can. Do not injure root ball. 3. Carefully remove plants without injury or damage to root balls. 4. Backfill with planting mixture in 6" lifts. D. Mulching 1: Cover planting bed evenly with 3" of mulch. 2. Water immediately after mulching. 3. Where mulch has settled, add additional mulch to regain 3" thickness. 4. Hose down planting area with fine spray to wash leaves of plants. D. Pruning 1. Prune minimum necessary to remove injured twigs and branches, dead wood, and succors; remove approximately 1/3 of twig growth as directed by landscape architect; do not cut leaders or other major branches of plant unless directed by landscape architect. 2. Make cuts flush, leaving no stubs. 3. Paint cuts over 1" diameter with approved tree wound paint. 4. Do not prune evergreens except to remove injured branches. 3.06 EDGING A. Stake edging alignment with string line prior to installation. Use framing square to insure right angles are true. B. Install all edging straight and true as indicated on drawings. Where edging layout is circular in design, maintain true and constant radii as shown. C. When required on slopes, make vertical cuts (approximately 6" on center) on bottom of edging to allow bending without crimping edging. D. Install edging so that approximately 1" is exposed on lawn side. Edging should not be visible from bed side after application of mulch. E. Align edging with architectural features (e pavement joints, windows, columns, wall, etc.) when drawings indicate. F,. Bend all corners, do not cut corners,. G. Interlock all pieces with pre -fabricated connectors. H. Install with all stakes on inside of planting bed. I. Remove, file off all sharp corners and burrs. 3.07 CLEANUP A. Sweep and wash all paved surfaces. Remove all planting and construction debris from site, including rocks, trash and all other miscellaneous materials. 3.08 MAINTENANCE A. Contractor responsible for routine, and regular maintenance of site until Final Acceptance is awarded by Owner. Work includes: 1. Weeding (weekly) 2. Watering (as required) 3. Pruning 4. Spraying 5. Fertilizing 6. Mulching 7. Mowing (weekly) B. Provide Owner and Landscape Architect with preferred maintenance schedule in writing. Schedule shall include the above -listed tasks and shall address all frequencies, rates, times, levels, etc. THIS ELECTRONIC DRAWING FILE IS RELEASED UNDER THE AUTHORITY OF GREG CUPPETT, LANDSCAPE ARCHITECT REGISTRATION NUMBER 2672 ON 11/15/12, WHO MAINTAINS THE ORIGINAL FILE THIS ELECTRONIC DRAWING FILE MAY BE USED AS A BACKGROUND DRAWING PURSUANT TO RULE 3.103(F) OF THE RULES AND REGULATIONS OF THE TEXAS BOARD OF ARCHITECTURAL EXAMINERS, THE USER OF THIS ELECTRONIC DRAWING FILE AGREES TO ASSUME ALL RESPON- SIBILITY FOR ANY MODIFICATION TO OR USE OF THIS DRAWING FILE THAT IS INCONSISTENT WITH THE REQUIREMENTS OF THE RULES AND REGULATII]NS OF THE TEXAS BOARD OF ARCHITECTURAL EXAMINERS. NO PERSON MAY MAKE MODIFICATIONS TO THIS ELECTRONIC DRAWING FILE WITHOUT THE LANDSCAPE ARCHITECT'S EXPRESS WRITTEN PERMISSION, CASE NO. ZA-18-0030 o� 0 N � O N N PLAN NORTH TRUE NORTH nceptive>m FAIN • CUPPETT LANDSCAPE ARCHITECTS, LLC 8233 Mid Cities Blvd. Suite B North Richland Hills, TX 76182-476 i 817-479-0730 PARKS AND OPEN SPACE PLANNING • LANDSCAPE ARCHITECTURE • IRRIGATION DESIGN C I c,n t t Came Project Address I� r � z0 MARK DATE DESCRIPTION Project Project O igiba 110J>00 original issue Issue package Sheet Name C C N T IG Sheet Number L=5 Project StaIs Design Development 01 /01 /2015 SPECS File Path SECTION 02800 FINISH GRADING, LAWN WORK, WILD FLOWERS PART I - GENERAL 1.01 DESCRIPTION A. Work includes turf establishment (sod, hydromulch, etc.) as describe on drawings. B. Make required analysis and material tests for topsoil, fertilizers, and other materials of similar character per current methods of the Association of Official Agricultural Chemists, when required. C. Grass seed shall conform to tolerances for germination and purity per applicable standards of U.S. Department of Agriculture. D. The turf contractor shall have a stand of grass established prior to substantial completion of the project. If this is not possible due to time of year or schedule, he shall maintain and protect the seeded areas until the grass is established. PART II - PRODUCTS 2.01 TOPSOIL MATERIAL A. Topsoil material (stockpiled, as specified in Specifications) has been saved for use in finish grading. After sifting out all plant growth, rubbish, and stones, use for areas designated to receive grass. If stockpiled topsoil is not sufficient quantity to complete work, furnish acceptable topsoil from another approved source to provide four inches (4") of topsoil for grass areas unless otherwise noted on drawings. Grass areas shall be defined as the graded areas disturbed during construction not to be paved or built upon. B. Acceptable topsoil material shall be defined as natural, fertile, agricultural soil, capable of sustaining vigorous plant growth, uniform composition throughout admixture of subsoil, free of stones, lumps, plants, and their roots, sticks, or other extraneous matter; do not deliver while in a frozen or muddy condition. 2.02 FERTILIZER A. Provide a commercial balanced fertilizer delivered to the job in bags labeled with manufacturer's guaranteed analysis. Store in weatherproof storage, place in such a manner that its effectiveness will not be impaired. B. Fertilizer shall be a grade containing the percentages of plant food elements by weight as specified elsewhere in these specifications. C. Availability of various elements shall be per Standards of the Association of Official Agricultural Chemists. 2.03 GRASS SEED A. Grass seed shall be of the previous season's crop and the date of analysis shown on each bag shall be within nine (9) months of the time of delivery to the project. When requested by the Owner or Representative, the seeding contractor shall furnish a sample of seed from each bag for testing. B. The seed shall comply with all provisions of the U.S. Department of Agriculture as to labeling, purity, and germination. 2.04 MULCHING A. Dry straw or hay of good quality, free of seeds of competing plants and at such rate of 1 112 - 2 tons per acre; or, B. Wood cellulose or cane fiber mulch at a rate of 1,000 pounds per acre when the slope is 3/4:1 and steeper; or, C. A combination of good quality dry straw or hay free of seeds of competing plants at a rate of 2 1 /2 tons per acre and wood cellulose or cane fiber mulch at a rate of 500 pounds per acre. This combination shall be used when the slope is flatter than 3/4:1; or, D. Sericea lespedza seed bearing hay at a rate of 3 tons per acre. This mulch may be applied green or air dried, but must contain mature seed. E. Manufactured mulch materials, such as soil retention blankets, erosion control netting, or others that may be required on special areas of high water concentration or unstable soils. When these materials are used, follow the manufacturer's recommendations for installation. 2.05 HYDRO -MULCHING Wood cellulose fiber or cane fiber mulch will be applied with hydraulic seeding and fertilizing equipment. All slurry ingredients shall be mixed to form a homogeneous slurry and spray applied within one hour after the mixture is made. When wood cellulose or cane fiber mulch is used at the 500 pound per acre rate, straw or hay mulch with asphalt emulsion is applied over this to complete the mulch. Wood cellulose or cane fiber mulch at the 1,000 pound per acre rate is used alone where other mulch material will not stick. Wood cellulose or cane fiber mulch is self anchoring. PART III - EXECUTION f�l�■.�Z.`11�1h1■111�1 The site grading contractor will be responsible to stockpile acceptable topsoil in a sufficient quantity to provide four inches (4") minimum cover for all grass areas, including but not limited to all curbed islands, and topsoil planting mounds/berms at the appropriate height and width as defined and shown on the landscaping and/or planting drawings. The topsoil and grass areas shall be further defined as any area disturbed during the grading and construction process. The site grading contractor, shall be responsible to spread the topsoil within all perimeter graded areas and future building areas only. The site grading contractor shall be responsible for backfilling of all curbed islands and planting mounds/berms. They shall also be responsible for removal of all stones, roots, and raking of all topsoil areas hat are to be seeded and/or planted. It will also be the site grading contractor's responsibility to provide fertilizer, gross seed, and any additional topsoil required and mulching. 3.02 GRASS SEEDING A. Remove stones, roots, rubbish and other deleterious materials from topsoiled areas that are to be seeded. B. Immediately prior to sowing seed, scarify ground as necessary; rake until surface is smooth and friable. Sow seed evenly, lightly wood rake into 02800-3 C. ground, then roll ground with suitable roller; water thoroughly with fine spray. During any weather, keep lawn watered with sprinklers or other approved methods. Re -seed any areas not doing well or damaged. At intervals as may be required according to seasonal conditions, mow and water grass and execute necessary weeding until acceptable and full stand of grass has been obtained. D. Provide permanent grass seeding for lawn areas so indicated. Seed in accordance with the following schedule (unless otherwise directed by Owner or Owner's Representative:: 1. Sow areas ready for seeding between March 1 and October 1 with Hulled Common Bermuda at a rate of 85 pounds per acre. 2. Sow areas ready for seeding between October 1 and March 1 with Unhulled Common Bermuda at a rate of 90 pounds per acre, and Annual Rye Grass at the rate of 50 pounds per acre. 3. Apply fertilizer at a rate of 20/25 pounds per 1,000 square feet 3.03 WILD FLOWERS A. Areas indicated on plans to receive wild flower coverage shall br fine graded, fertilized, and prepared in a manner similar to traditional turf establishment. B. Area to be hydromulched with seed mix as follows: Tickseed 10 pounds/acre Cosmos 15 pounds/acre Ox-Eyed Daisy 5 pounds/acre Side Oats Grama 4 pounds/acre Showy Primrose 0.5 pounds/acre Plains Coreopsis 2 pounds/acre Black Eyed Susan 2 pounds/acre Indian Blanket 10 pounds/acre Texas Bluebonnet 4 pounds/acre Little Bluestem 4 pounds/acre 3.04 MULCH A. All areas to be seeded shall be mulched, B. Mulch materials shall be applied uniformly over the seeded area. Mulch shall be straw and shall be at the rate of 1 1/2 - 2 tons per acre. B. Mulch shall be anchored with an emulsified asphalt binder at the rate of 10 gallons per 1,000 square feet. 3.05 PROTECTION Provide, at no additional cost to Owner, fencing, railing, wire or other types of protection for topsoiled and seeded areas against trespassing and damage. If lawns are damaged prior to Final Acceptance, treat or replace them as directed. Remove protection when so directed. 3.06 MAINTENANCE Provide maintenance from start of work until Final Acceptance. Maintenance includes watering of lawns, weeding, mowing, edging, repairs of wash -outs and gullies, repairs to protection, and other necessary work of maintenance. Maintain slopes against erosion. 3.07 REHYDROMULCHING The Owner's representative will designate areas to be replanted. Areas on which a stand of growing grass is not present in a reasonable length of time, (Bermuda grass seed should be germinating in 6-8 days) shall be prepared, reseeded and remulched, as specified for original planting at no additional cost to Owner. A stand shall be defined as live plants from seed occurring at a rate of not less than 1,000 growing plants per square foot. Replanting required because of faulty operations or negligence on the part of the Contractor shall be performed without cost to Owner. SECTION 02922 SODDING PART I - GENERAL 1.01 DESCRIPTION A. Work Included 1. Sod bed preparation 2. Fertilizing 3. Sodding 4. Miscellaneous management practices B. Related Work Specified Elsewhere 1. Finish Grading, Section 02800 2. Lawns and Grasses, Section 02930 1.02 REFERENCE STANDARDS A. Standardized Plant Names American Joint Committee of Horticultural Nomenclature, Second Edition, 1942. B. Texas Highway Department Standard Specifications for Construction, Item 164, Seeding for Erosion Control. 1.03 SUBMITTALS A. Vendors Certification That Sod Meets Texas State Sod Law 1. Include labeling requirements. 2. Include purity and type. 1.04 PRODUCT DELIVERY, STORAGE AND HANDLING A Sod: 1, Previous season's crop with date of analysis on each bag. 2. Furnish and deliver each variety in separate bags or containers. 3. Sod to be cut no more than three days before delivery. B. Fertilizer 1. Unopened bags labeled with the analysis. 2. Conform to Texas Fertilizer Law. 1.05 JOB CONDITIONS A. Planting Season: 1. Only during suitable weather and soil conditions. 2. As specifically authorized by the Owner's Representative. B. Schedule - Only after all other construction is complete. C. Protect and Maintain Sodded Areas 1 � From traffic and all other use. 2, Until sodding is complete and accepted. PART II PRODUCTS 2,01 MATERIALS A. Sod: 1. Sod: As specified on drawings, weed, insect, and disease free having a minimum of 1 inch of topsoil attached to the roots and cut no more than three days prior to installation. 2. The sod shall be cut in strips of at least 1 /2 sq. yd. and not more than 1 sq. yd.. Sod shall be cut into strips not less than 12" in width or more than 9' in length. At the time of harvest, the top growth shall not exceed 3" in length. 3. All sod shall conform to the laws of the State and shall be obtained from sources meeting the approval of the Department of Agriculture, Division of Entomology. B. Fertilizer: 1. Uniform in composition, free flowing. 2. Suitable for application in approved equipment. 3. Analysis of 16-20-0, 16-8-8 or as directed. C. Water: 1. Free of oil, acid, alkali, salts or other substances harmful to growth of grasses. PART III EXECUTION 3,01 SOD BED PREPARATION A. Cultivate to a depth of four (4") inches by disking and tilling with a power tiller. B. Clear surfaces of all materials: 1. Stumps, stones, and other objects larger than one inch (1 11), 2. Roots, brush, wire, stakes, etc. 3. Any objects that may interfere with sodding or maintenance. C. Prepare sod bed: 1. Remove soil clods larger than one inch (1 "). 2. Grade areas to smooth, even surface, removing ridges and filling depressions. Final grade to be below finish grade of curbing and edging as shown on details. All grades shall meet approval of Owner's Representative before sodding. 3.02 SODDING A. Sodding,; 1. Lightly water prepared grade, lay sod with staggered joints and with edges touching. Topdress with topsoil at edges if necessary to provide smooth surface. On slopes of 2 to 1 and greater, fasten sod in place with wood pegs (two each piece) or other approved method. Sod damaged by storage or during installation shall be rejected. Following settling, topdress with screened, approved topsoil. 2. Water and fertilize at 5 lbs. per 1 ,000 sq. ft. 3. Sod shall not be placed during a drought, nor during periods when sod is not normally placed in the area, and shall not be laced on frozen round. No dry or frozen sod P g y is acceptable. 4. The contractor shall keep all keep all sodded areas moist and growing until Final Acceptance. All areas shall be maintained in an acceptable condition until acceptance by Owner. B. Rolling: 1. After placing sod, roll with a hand roller, weighing not more than 100 lbs. per foot of width, in two directions. 2. Eliminate all air pockets; finished surface should be free of excessive undulations. 3.05 MAINTENANCE AND MANAGEMENT A. Includes protection, replanting, maintaining grades, repair of erosion damage. Also includes weekly mowing at 1 112" height until final acceptance. B. Resodding: 1. Resod damaged or unacceptable areas. 2. Ruts, ridges, and other surface irregularities shall be corrected. THIS ELECTRONIC DRAWING FILE IS RELEASED UNDER THE AUTHORITY OF GREG CUPPETT, LANDSCAPE ARCHITECT REGISTRATION NUMBER 2672 ON 11/15/12, WHO MAINTAINS THE ORIGINAL FILE THIS ELECTRONIC DRAWING FILE MAY BE USED AS A BACKGROUND DRAWING PURSUANT TO RULE 3.103(F) OF THE RULES AND REGULATIONS OF THE TEXAS BOARD OF ARCHITECTURAL EXAMINERS, THE USER OF THIS ELECTRONIC DRAWING FILE AGREES TO ASSUME ALL RESPON- SIBILITY FOR ANY MODIFICATION TO OR USE OF THIS DRAWING FILE THAT IS INCONSISTENT WITH THE REQUIREMENTS OF THE RULES AND REGULATII]NS OF THE TEXAS BOARD ❑F ARCHITECTURAL EXAMINERS. NO PERSON MAY MAKE MODIFICATIONS TO THIS ELECTRONIC DRAWING FILE WITHOUT THE LANDSCAPE ARCHITECT'S EXPRESS WRITTEN PERMISSION, CASE NO. ZA-18-0030 �> oCL 0 N Lo \Lo O N N N PLAN NORTH TRUE NORTH nceptivem FAIN • CUPPETT LANDSCAPE ARCHITECTS, LLC 8233 Mid Cities Blvd. Suite B North Richland Hills, TX 76182-476 i 817-479-0730 PARKS AND OPEN SPACE PLANNING • LANDSCAPE ARCHITECTURE • IRRIGATION DESIGN U I c, U t am Project Address r z 0 U� MARK DATE DESCRIPTION Project Project O ig1bar 00">00 original issue Issue package Sheet Name TURF Sheet Number L=6 SPECS Project StaIs Design Development 01/01/2015 File Path 01 U3 v U 0 a� I Q U3 Y a� a� U C U U) D a m 0 a U a a� O I N O 0I 0 U U3 0) c 0 n U o E L0 o O U z. T LAKE z �a SITE 19 BLVD White Chapel Cemetery \ VICINITY MAP NOT TO SCALE Graphic Scale in Feet 0 30' 60' 90' L E G E N D N. T. S. 00 PROPERTY CORNER 4- FIRE HYDRANT 0 WATER VALVE �W WATER METER 0 IRRIGATION CONTROL VALVE 0 POWER POLE D GUY WIRE 4 GAS LINE MARKER 0 COMMUNICATION PEDESTAL 4 UNDERGROUND COMMUNICATION MARKER o CLEAN OUT G SANITARY SEWER MANHOLE --o SIGN A B B R E V I AT 1 0 N S D. R. T.C.T. DEED RECORDS OF TARRANT COUNTY, TEXAS P.R. T.C.T. PLAT RECORDS OF TARRANT COUNTY, TEXAS VOL. VOLUME PG. PAGE DOC. NO. DOCUMENT NUMBER U.E. UTILITY EASEMENT B.L. BUILDING LINE CONC. CONCRETE ASPH. ASPHALT WEST SOUTHLAKE BOULEVARD (R. 0. W. VARIES) + — 885' TO 2' X 3' COMM. SOUTH WHITE CHAPEL BOULEVARD P.O. 1/2" IRF W/ ALUM. DISK STAM CONCRETE SIDEWALK r� fkAL'I UO ENT "AREA" CAP "J.E. CHURCH" (C.M. C1 N 0 T E S 1. This Survey is issued without the benefit of a current title report and is subject to revision upon receipt thereof. 2. The Surveyor has not physically located any underground utilities and/or improvements which may be located on, under or near the subject property. 3. Selling a portion of a platted lot by metes and bounds is a violation of the City of Southlake Subdivision Ordinance and State platting statutes and is subject to fines and withholding of utilities and building permits. However a subdivision replat has been submitted to the City of Southlake for review, but has not been approved. The replate creates Lot 1R(2.000 acres) and Lot 2R. This survey is for all of proposed Lot 1R. 4. According to the Flood Insurance Rate Map No. 48439CO085 K, published by the Federal Emergency Management Agency, dated: September 25, 2009, the surveyed property shown hereon does not lie within any special flood hazard area inundated by the 100-year flood. CURVE RADIUS ARC LENGTH CHORD LENGTH CHORD BEARING DELTA ANGLE C 1 1 5794.58' 1 155.41 ' 155.41 ' 1 N 85°33'01 " E 1 01 °32' 12" 10' UE — DOC. D210020733— DOC.p R T C T�733 _ _ �- — — — — — — — — — — — — — — — D.R.T.C.T.— - -------------- I I S 89°08'12" E ----- - 31. 45 DOC. D210020733 I D.R.T.C.T. / CAB. AO SLIDE 1515 ( I I I F P.R.T.C.T. I WIRE I FENCE I �- -T 50B.L 25' FIRE LANE _ I — — 50 B•L DRNG & UTIL ESMT CONC. DOC D210020733 1 " PVC I I � PIPE I I I I 5' U.E. CAB. A, SLIDE 1515 I I 2.000 ACRES P. C. I I " ON (PROPOSED LOT 1 R, SEE NOTE 2) NG LOT 1 , BLOCK 1 Lot 1, Block 1, I MEDICAL VILLAS AT TUSCAN CREEK REUTLINGER ADDITION I I DOC. NO. D210020733 Cabinet A, Slide 1515 I I D.R.T.C.T. P.R.T.C.T. I oil I ICI W04" r�C4ol �I PIPETl�j 25' COMMON ACCESS ESMT rr CAB. A, SLIDE 1515 � I I I �� P. COMM. " I I I I VAULT pl " �I WODOC.1D210020733 0 O — — — D.R.T.C.T. FF 5' U.E. 15' WATER ESMT. I NG COMM. DOC. D210120922 DOC. D210120922 I VAULT D.R.T.C.T. + D.R.T.C.T. --- ------ I TRANSFORMER ------- I PAD�L \ _ 25' FIRE LANE LOT 1 (SEE NOTE 2) DRNG & UTIL ESMT &�-c- CON S 25' COMMON ACCESS ESMT DOC. D210020733 OLD LOT 2 D.R.T.C.T. 1 /2" IRF W/ "X" SET I CONC. AREA" CAP \ DOC. D210120922 CONC. D.R.T.C.T. GRAT INLET Lot 18 I I H. GRANBE SURVEY, A-581 I to E WATER FENDITION I I PUMP d- Doc. No. D210120922 D.R.T.C.T. 2" PVC J9 DE 5' U.E. DOC. D210120922 I WNW I 0 D.R.T.C.T. i1�oa' WIRIE WOOD I FEI\ICE FENCE I I 1/2" IRF BEARS S 16.21' E-0.35' I L- 1/2" BENT IRF W/ "AREA" CAP 15' UE DOC. D210020733 BEARS N 17.29' E - 0.90' D.R.T.C.T. PIPE I RE IN2" PVC G LL PIPE I (0 WOOD O FENCE 2" PVC: o PIPE / R INI O FL S 09 W 234.26' ------ WOOD 7.5' U.E. I FENCE CAB. A, SLIDE 12166 I --- P. R. T. C. T. I i i Lot 1 Block 2 STRATFORT PARC I I� Cabinet A, Slide 9334 P.R.T.C.T. I I Lot 9 o — UNABLE TO SET, IN -BE DOUBLE FENCE Block 1, STRATFORT PARC, Cabinet A, Slide 9334, P.R.T.C.T. Lot 8 D.R.T.C.T. U.E. DOC. D210020733 D.R.T.C.T. >X HEAD WALL 0 1 / y / R5 �� off,/ J DE — -� M M r` Wo �o N METES AND BOUNDS DESCRIPTION WHEREAS, Mahalo Invstments, LLC, is the owner of all that certain 2.000 acres of land, which is all of Lot 1 and part of Lot 2, Block 1 , Medical Villas at Tuscan Creek, described in the plat recorded in Document Number D210020733 in the Deed Records of Tarrant County, Texas(D.R.T.C.T.), in the Hiram Granberry Survey, A-581, in the City of Southlake, Tarrant County, Texas and more particularly described by metes and bounds as follows: (all bearings shown hereon are based on the south right-of-way line of West Southlake Boulevard(right-of-way varies), described in said Medical Villas at Tuscan Creek); BEGINNING at an Aluminum Disk stamped "J.E. CHURCH" found for the northwest corner of the herein described tract, common to the northeast corner of Lot 1, Block 1, Reutlinger Addition, described in the plat recorded in Cabinet A, Slide 1515, in the in the Plat Records of Tarrant County, Texas(P.R.T.C.T.), in the south right-of-way line of said West Southlake Boulevard, which is a point in a curve to the left, having central angle of 01° 32' 12", a radius of 5,794.58', and a chord bearing and distance of North 85• 33' 01" East - 155.41 % THENCE along the south right-of-way line of said West Southlake Boulevard, along said curve to the left an arc distance of 155.41' to a TX DOT Monument in concrete found for a point of corner of the herein described tract; THENCE South 89' 08' 12" East - 31.45', continuing along the south right-of-way line of said West Southlake Boulevard to a 1/2" iron rod with a cap stamped "AREA" found for the common north corner of Lot 1 and 2, Block 1, of said Medical Villas at Tuscan Creek; THENCE South 00° 36' 06" East - 286.92' to a 1/2" iron rod with a cap stamped "AREA" found for the southeast corner of Lot 1, Block 1, of said Medical Villas at Tuscan Creek; THENCE North 89 23' 54" East - 47.76' to an 'X' cut in concrete set for a point of corner of the herein described tract; THENCE South 00' 36' 06" East - 146.64' to the southeast corner of the herein described tract (no monument set in-between double fence),in the north line of Block 1, Stratfort Parc, recorded in Cabinet A, Slide 9334, P.R.T.C.T., from which a 1/2" iron rod with a cap stamped "4888" found for the southeast corner of said Lot 2 bears North 89° 26' 03" East - 273.74'; THENCE South 89• 26' 03" West - 234.26' along the north line of said Block 1, Stratfort Parc, to the southwest corner of the herein described tract, common to the northeast corner of Lot 1, Block 2 of said Startfort Parc, and southeast corner of Lot 18, Hiram Granberry Survey, A-581 Addition, recorded in Document Number D210120922 in D.R.T.C.T.; THENCE North 00° 36' 06" West - 423.79' along the east line of said Lot 18, Hiram Granberry Survey, A-581 Addition, and the east line of said Lot 1, Block 1, Reutlinger Addition, to the POINT OF BEGINNING and containing 2.000 Acres of land. / ' I o RESIDUE TRACT JOHN STEPHEN CHURCH, ETAL / LOT 2, BLOCK 1 I Volume 11837, Page 1047, MEDICAL VILLAS AT TUSCAN CREEK I Volume 9779, Page 2371, DOC. NO. D210020733 I D.R.T.C.T. D.R.T.C.T. �M ZWo CD => o Lo CD N 0::O Certified to: Mahalo Invstments, LLC I certify that this survey was made on the ground, that this DOC. D2100020733 U.E.I plat correctly represents the facts found at the time of survey, D.R.T.C.T. I and that this professional service substantially conforms to the current Texas Society of Professional Surveyors Standards and Specifications for a Category 1 A, Condition 2, Survey. 25' FIRE LANE 15' UE O F TF This document shall not be recorded for DOC. D210020733 �C000( O\S 0000 E °° o DRNG & U11L ESMT / D.R.T.C.T. I * °o��C�\�nt, .9p any purpose. This drawing shall be used for DOC. D210020733 D.R.T.C.T. — — — — -- — 00000000°0000000000000000* r — — — — — DAVID CARLTON LEWIS REVIEW PURPOSES ONLY 0000000000000000005647 °° oo°A °°5647 °°°°°°r°°° ° vo DOC. �2 0020733°°��FESS���Po� David Carlton Lewis — — D.R.T.C.T.— — — — 9�0 °S U 00* R.P.L.S. No. 5647 XXXXX, 2012 Date: DECEMBER 27, 2012 1 /2" IRF W/ "RPLS4888" CAP — — — 5' UE DOC. D210020733 D.R.T.C.T. S 89'26'03" W 273. ' 15' DRAINAGE & U.E. CAB. A, SLIDE 9334 P.R.T.C.T. Lot 7 Lot 6 Lot 5 CERTIFICATE DATE DAVID CARLTON LEWIS, R.P.L.S. NO. 5647 DATE I REVISION SPRY SURVEYORS 8241 Mid —Cities Blvd., Suite 100 • North Richland Hills, TX 76182 Ph 817 896 6150 • Fax 817-284 8408 • www.sprysurveyors.com LAND TITLE SURVEY 2.000 ACRES ALL OF LOT 1 AND PART OF LOT 2, BLOCK 1, MEDICAL VILLAS AT TUSCAN CREEK IN THE HIRAM GRANBERRY SURVEY, A-581 CITY OF SOUTHLAKE, TARRANT COUNTY, TEXAS ORIGINAL ISSUE DATE: 12/27/2012 SCALE: 1" = 30' PROJECT NO.: 016-012-30 ❑❑❑❑❑❑❑ ❑❑❑❑ERE ❑RCIDR ❑❑ ❑❑❑❑❑R❑❑❑F17❑I ❑❑❑ ❑❑ ❑ ❑❑ ❑®❑R❑ 21 ❑FF❑❑AIDD52 ❑❑❑❑❑ 21 ❑AID❑512❑❑❑ ❑ ❑M ❑ ❑ ❑ ❑ ❑R❑ ❑ ❑ ❑1 ❑ED5 ❑ l ❑1 ❑ ❑❑❑R❑❑R ❑❑MM❑❑CID❑❑11fl❑❑❑ ❑1❑❑E22AID❑❑5 ❑ [El ❑ ❑ ❑ 1111 ❑ 11111111111111 ❑1 ❑AID❑❑E❑D E 2 ❑❑ ❑ ❑ ❑ AID❑❑ ❑ M M ❑ ❑ CID ❑ ❑CID ❑ ❑ ❑ ❑❑❑=❑❑FF❑❑❑ ❑ ❑ ❑ ❑ R ❑ ❑❑ ❑ ❑R CID D ❑ ❑IIII ❑R ❑ ❑ ❑1 ❑❑215 CID❑❑❑ 11 Lill ❑❑❑R❑❑ ❑❑MM❑❑LE1❑❑CID❑❑❑ ❑1❑121A2QUD12 ❑R ❑❑ 1111111111 ❑ ❑❑ ❑ ❑R [it] ❑ ❑1 ❑AID❑1 A 5 ❑1 ❑❑RAID❑❑ ❑❑❑®❑❑R7❑❑ ❑11215❑❑ED❑511 ■ ■ 11 ■ TIT ■•■'■'■■■• ■■■■■■■■■ ■■■■■ ■■• ■■■'■■■. ■■■■■'m m ■'■■■■■■■'■■■■' ■■ ■■'1■■ ■■■■■ ■■■■■■II■ ■■..■■■■ ■'I■' ■■ ■■■■■'■■■■M■■ FRANCHISE UTILITY LOCATOR SERVICES CALL TEXAS ONE AT 1-800-245-4545 OR UTILITY LOCATOR AT 1-800-DIG-TESS = 55.41' W. SOUTHLAKE BOULEVARD R=5794.58 ► 1(R,O.W. VARIES) CB=N 850 3311 " E 155 41' D=010 32' 12 , CD- - TX DOT 5 ALUM. DI PEtr- MONUMEN COLIC` SDW�K EXIST PP J.E.CHURCH" (C.M.) _ — C — - — — — _ EXIST EXIST SIGN - — _ — 10' — — UE DOC. D210020733, D.R.T�C.T. EXIST, PP F - — — — — — I2O❑ _ - -� - --- --- — 20m❑❑M❑R❑❑RD _-- -- _ _ _ r 10' U.E. I CAB. A, SLIDE 1515 I ❑❑ o ❑ ❑� P.R.T.C.T. EXIST. CONC. I �� FUTURE CROSS 71 ❑ ���$ �1-❑❑❑ EASEMENT ACCESS I T Lt ❑ _❑ ❑❑❑❑_ _ _ 511111111 / ❑ ❑U2 ❑❑ ❑C Li D�C5 � _ — - ❑ / ❑ WIRE FENCE o (250' 5' U.E. ❑❑ T i — _ o CAB. A, SLIDE 1515 ❑ P.R.T.C.T. ❑ 5ED❑❑❑❑R❑❑RD 15EID❑ T OWNER: RUFFNER—RUFFNER, LLC Lot 1 , Block 1 , REUTLINGER ADDITION w L � � Cabinet A, Slide 1515 I U, I P.R.T.C.T. LL <J� z � I I 0 om N EXISTING ZONING: C-2 "L.U.D. = OFFICE COMMERCIAL" 12E1❑m❑M❑❑❑❑R ❑❑❑❑❑❑❑R❑- ❑LVI❑❑❑ ❑R❑ ❑❑R❑❑❑ ❑ ❑❑❑ ❑ CID❑ ❑❑❑LD M❑ Lill ❑D❑❑❑LIE D❑❑R❑ I X� I 5' U.E. 15' WATER ESMT. IDOC. D210120922 DOC. D210120922 — — �—D•.R.T-C.T. D.R.T.C.T. — — — --—SIGN — "SLOW CHILDREN AT PLAY" 2'x3' COMM. VAULT LXIST CDNC SDWLK - - S 890 08' 12" E f 31.45' 1 /2" IRF W/ "AREA" CAP — — — — 0 SUMMARY CHART - INTERIOR LANDSCAPE ❑❑❑D❑❑❑❑❑ ❑R❑❑ ❑ ❑❑ ❑RFill CID ❑R❑❑❑ ❑R ❑[ID❑ ❑❑❑❑❑C ❑R❑❑❑ ❑❑❑❑❑❑ ❑R❑❑❑ ❑❑R❑❑❑ ❑R❑❑❑D ❑❑❑❑R CID❑❑❑❑ILI] ❑❑❑❑❑❑❑❑ Fir] R LL❑❑❑❑LL R❑❑ ❑[R❑D 11152❑ ❑❑ 71571 15 ❑1 1 ❑❑ 1 d ❑❑ 15❑ ❑ R ❑ ❑ LD LID 1 ❑CID❑❑ Ell] ❑❑❑ 15 ❑1 1 ❑❑ 2 IIEa5 15 ❑ ❑❑❑LIE] ❑❑❑ ❑R❑DLEE ❑❑❑D CID ❑❑❑❑❑❑❑❑CID❑❑❑ ❑R❑❑❑R❑❑D ❑R❑❑❑ ❑❑❑❑LED ❑❑ ❑R❑DAID 11 ❑ LIE] ❑LIE ❑R❑❑❑ ❑❑D 1❑❑❑❑ LIE] ❑ ❑R❑❑❑❑ ❑❑❑❑R ❑❑MM❑❑LEE — — 10' UETX DOC. D210020733, D.R.T.C.T. J.E. DOC. D210020733 D.R.T.C.T. EXIST FH 5❑ WV O EXIST, CONC. y ❑ n ❑ ❑❑❑❑❑ ❑T2❑1-1 o� _`250' FIRE HOSE RUN ■' ■ --------------- U.E. DOC. D210020733 D.R.T.C.T. J % I 0 I I I / I I I I I a� I I Iwo~ U Do( 00 I a i o E Q � N I � Lw _J �D Q zwo I o w QJN cn ❑C� w CD I _ Ln I U Noo I E C� z �k17T 25' FIRE LANE DRNG & UTIL ESMT ®•�-•�• ••�-•�--�••� _ — ""'" S "X" SET Z > f I - — DOE D21882073'sD.R.fiC.T. — INCONC 25' COMMON ACCESS ESMT I EXIST 24' ❑ ❑ Li ❑ FIRE LANE ❑ ❑❑❑❑®❑1 ElI DOC, D210120922 EXIST, CONC. I SSMH y no FIE] U E LIJ DOC, D210020733 D.R.T.C.T. y I 11 ❑❑❑❑❑❑ \ ❑ ❑®❑❑❑ 1 ❑❑ ❑ ❑❑❑ ❑ 5 ❑❑❑ EIPIL5❑ SD.R.T.C.T. I I U� \�—-------- -- ❑ <�y I I z 12" X 2" X 20' I r- o SPEED BUMP ® I� .Y..LS �J �� HEAD _ — I® C_VVALL 25' FIRE LANE / DOC.1D210020733 ® toE DRNG & UTIL ESMT D.R.T.C.T. Cn I� o� I — ST DOC. D210020733 w dN T. — — — W ® IN~ o❑ o / \ D.R.T.C.— loq I ENT/EXIT O P DE I N L ® ' ENT EXIT" R ININ 20'x72' UE / BUILDING 3 w OWNER: MAHALO INVESTMENTS, LLC DOC. D210020733 w LOT 2, BLOCK 1 L—--— x EXISTING 1 STORY BUILDING E ALL o D.R.T.C.T. I� 3,499 S.F. rl OWNER: VAL PATEL 5' u.E. ® I EXISTING 11LSTORY BUILDING � FFE=636.50 o I MEDICAL VILLAS AT TUSCAN CREEK Lot 18 DOC. D210120922 I 4,087 S.F. W 2" C PI DOC. NO. D210020733 D.R.T.C.T. ®=I I FFE=636.50 1- I - D.R.T.C.T. H. GRANBERRY SURVEY, A-581 ADDITION ® �I WLU ❑ Doc. No. D210120922� I� I z o o — I D.R.T.C.T. I® wl W I RE IN EXISTING ZONING: 0 1 5m❑❑❑❑R❑❑R 0 I 15 — — - 2" P ❑ c ILL "L.U.D. = OFFICE COMMERCIAL" EXISTING ZONING: C-2 ® I I IP "L.U.D. — MIXED USE" ® — — — — — — — — �— — — — ja,- -- - — — — o 7.5' u.E. — — - - — - ® h uE — — CR FLU E R.INI o� L E - CAB. A, SLIDE 12166 DOC. 100 3 0ED ❑ D 1 ❑ ALL — — _ _ — _ _ — — _ — - — — — — - — - — P.R.T.C.T. ® D.R.T.0 % _ _ — 5' UE DOC. 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T., J c� EXI T H IS� E 0 CO C A M w �[R 1/2" IRF V WV "AREA" CAP " N 89° 23' E 4 .76' / LEGEND 00 ❑R❑ ❑❑R❑❑ ❑ ❑ R❑ ❑R ❑1R❑ ❑❑DR❑❑❑ 0 ❑ ❑❑❑R ❑❑❑❑❑ w❑ ❑ ❑❑❑R M❑❑❑R C&RCID❑❑ITTI❑ ❑❑❑ FIRE] ❑❑❑❑❑❑ 11 Ell] ❑ IR71 ❑E ❑❑❑❑ FIR [IT]❑❑M❑❑❑R 4 ❑❑❑ LITE El M❑R❑❑R ❑T ❑❑MM❑❑ Fill ❑❑7711❑ ❑❑D❑❑❑❑❑ ❑❑D❑R❑R❑❑❑D ❑❑MM❑❑ETI❑❑CID❑ M❑R❑❑R 0 ❑❑❑[ID❑R❑ ❑❑❑ ❑R M❑❑❑❑❑❑ --u— 117711 ❑ ® ❑R❑ ❑❑ ❑❑D ❑D❑ R❑M❑ y ❑R❑❑❑CID ❑❑❑ ❑ DAR❑❑❑CID ❑ ❑R❑ ❑❑ ❑❑D ❑❑ ❑❑R❑❑❑ ❑FD❑❑ ❑❑❑ R❑ ❑❑ ❑❑D ❑❑AIIDLEI ❑ /NORTH 30 15 0 30 60 SCALE: 1" = 30' SITE DATA SUMMARY ❑ ❑❑❑❑❑❑❑❑❑❑ ❑❑❑❑❑❑❑RD-❑❑❑ Fir] ❑❑❑❑❑❑❑❑❑❑ ❑E[fl❑ D❑❑❑ ❑❑MM❑R❑ Ell] ❑ 1 ❑❑EM❑EME ❑❑❑®❑ ❑mod ❑R❑ ❑❑ ❑❑D ❑❑ ❑CID❑ ❑ML1 LIE ❑D ❑❑❑ D❑❑CID❑❑❑CID❑ MAID❑D ❑❑❑ ❑ R❑ ❑❑ ❑❑R❑❑❑ ❑ 2100 ❑❑R❑❑ ❑❑❑ ❑❑R❑❑❑❑ 1L25 ❑❑R❑❑ ❑❑M❑❑R Li Li ❑R❑❑❑LED ❑❑❑❑ 1 ❑❑ELDEll ❑ ❑❑R❑❑❑❑❑❑❑ ❑❑ ❑E❑❑ ❑❑❑ LIRE ❑❑ 2❑CIDD❑ ❑ ❑❑R❑❑❑ ❑R❑❑ ❑ ❑ ❑ ❑❑❑ ❑❑❑❑ ❑ ❑❑12❑❑ ❑T11❑ ❑❑R❑❑❑❑❑❑ ❑ ❑ ❑ ❑ ❑LiR❑❑❑ ❑ ❑❑❑ ❑❑❑❑❑ ❑❑122❑ ❑R❑❑ Li Li CM❑❑R❑®❑❑ ❑❑❑❑R❑❑❑ ❑❑❑❑❑ 1 LID❑CIDDO ❑❑[ID❑❑❑❑❑ 111IID1I2❑ ❑❑❑ ❑❑ ❑❑❑ ❑R❑❑ ❑ ❑ LM❑❑R❑= ❑❑ El Li ❑❑R❑❑ ❑ 5❑AII72❑ Li Li ❑❑R❑❑❑❑❑❑ ❑ ❑ ❑ ❑❑ ❑❑❑ CM❑❑R❑ LLD ❑❑ ❑❑ ❑❑R❑❑ ❑ [5❑LJ2Ly❑❑J20❑1100LIE ❑1 FT❑❑ ❑❑❑❑❑❑❑CIIDLIL❑ ❑R❑❑ LED ❑❑❑R❑❑ 2211115 ELIDE ❑R❑ ❑❑ ❑❑D ❑❑ FTD LID ❑ 1 ❑❑M❑❑R ❑❑ ❑❑❑RL❑❑ 2 M❑❑LM❑M ❑❑ LED LEI ❑ ❑❑CID❑❑ ❑5❑ ❑R❑ LIE LED ❑❑❑❑R ❑R❑❑/❑❑❑ 1❑AIL20 ❑CID[/1❑❑❑LID❑❑ ❑ ❑❑TI1❑❑ ❑❑CID❑ LID ❑ ❑❑CIIFn LID ❑ 2 ❑❑M❑❑R ❑❑ ❑❑❑RL❑❑ 1 M❑❑LM❑M ❑❑FFFnL❑❑ ❑❑LID❑❑ ❑5❑ ❑R❑ ❑❑ ❑❑D ❑❑❑ ❑ R ❑R❑❑/❑ ❑❑ ❑[ID❑❑ ❑ LEI [ALI ❑❑=❑❑ ❑ ❑❑ LLD ❑❑ ❑❑CID❑CID❑ ❑❑[IDD®❑ ❑ ❑❑M❑❑R ❑❑ ❑❑❑RUE 1 M❑❑LM❑M ❑❑AID<ID❑ ❑❑CID❑❑ ❑5❑ ❑R❑ ❑❑ ❑❑D ❑❑❑ ❑R ❑R❑❑/❑❑❑ ❑[ID❑❑ ❑FM[ALI ❑❑ Ell ❑❑ ❑ ❑❑LID❑❑ R❑❑❑LRLID ❑❑R❑CID❑ ❑R❑❑❑❑❑D ❑❑AIFnCID❑ 1 ❑❑CID❑❑ ❑❑❑ LIE ❑ R❑❑CID ❑ 12❑ ❑❑❑❑❑❑ R❑❑❑LRLID ❑❑R❑=❑ ❑❑CID❑CID❑ ❑❑C❑DAID❑ 2 ❑❑CID❑❑ ❑❑❑❑❑❑ R❑❑CID ❑ 10 ❑❑❑❑❑❑ R❑❑ ❑LRLID ❑❑R❑CID❑ ❑❑EE❑CID❑ ❑❑TFn=❑ ❑ D❑ ❑❑❑R ❑❑❑CID❑❑ R❑❑CID ❑ 1 ❑ ❑❑❑❑❑❑ ❑R❑ ❑❑ ❑❑D ❑❑R❑CID ❑ ❑❑❑❑D❑RD 1 ❑❑ ❑D❑ ❑❑R❑CID❑ ❑ ❑❑ ❑❑❑ 151 1/2" ,BENT IRF W/ "AREA" CAP DOUBLE — — — — — — — — — — — — — — — BEARS N 17`29' E - 0.90' i — — R❑❑❑R ❑❑ ❑R❑❑�❑❑❑❑R❑❑DR❑❑ CID❑❑ ❑❑R NEW g wooD STRATFORT PARCEL 15' DRAINAGE & u E FENCE . I CABA, SLIDE 9334 Block 1, Cabinet A, Slide, 9334, P.R. I.C.T. . P.R. T.C.T. STRATFORT PARCEL I 15' U.E / Block 1, Cabinet A, Slide, 9334, P.R.T.C.T. I CAB. A, SLIDE 12166 P.R.T.C.T. EXISTING ZONING: SF 20A "L.U.D. = MEDIUM DENSITY RESIDENTIAL" EXISTING ZONING: SF 20A I 50' DRAINAGE & u.E. "L.U.D. = MEDIUM DENSITY RESIDENTIAL" I CAB. A, SLIDE 9334 Lot 8 Lot 7 Lot 6 Lot 5 P.R.T.C.T. Lot 9 NOTE: GENERAL NOTES 1❑ iiER-IFF T❑❑❑❑ DLRALIL❑LUI❑❑ ❑❑❑❑ ❑ ❑R❑ ❑❑R ❑❑RILECID❑ ❑❑R❑❑❑❑❑ ❑❑❑❑❑ 1❑ ❑❑171 ❑LE❑ 1[1 ❑❑❑ LJ ❑ 100 ❑R 500 ❑❑❑R ❑❑❑❑D ❑❑❑FTE ❑❑ =11❑ ❑❑R❑CID❑ ❑❑❑❑❑❑❑CID❑ ❑❑R❑[IT]❑ ❑❑❑❑❑❑ 10❑ ❑D❑ 711R❑UT111 ❑❑❑❑❑❑ ❑ ❑❑ ❑❑❑ ❑❑❑❑❑❑ 1011 ❑❑❑ ❑LM❑ ❑❑R❑CID❑ ❑❑❑❑❑❑❑ 7L ❑❑❑ ❑CID❑ ❑❑R❑CID❑ ❑❑❑❑❑❑ ❑❑ ❑❑ ❑❑❑ ❑❑❑❑❑❑ ❑ / ❑ ❑❑ ❑CID❑ 151 2❑ ❑❑❑ ❑❑❑❑❑R❑❑❑CID❑ ❑❑❑❑❑ ❑❑ CID ❑❑RCID❑ ❑❑❑❑RD❑❑❑❑ ❑ Cm❑ ❑❑❑❑❑ ❑❑❑❑❑ ❑❑D ❑❑❑ ❑Cm❑ ❑❑ ❑❑❑❑❑❑❑❑❑ ❑❑❑❑D❑RD❑ ❑❑D ❑❑❑❑LLICm❑❑H❑❑❑ ❑❑ ❑❑❑R❑DAM❑ ❑❑❑❑ ❑ ❑R❑ 215 ❑❑❑❑ ❑❑❑❑❑❑ ❑❑❑❑R❑ Am❑ ❑❑❑❑D❑ CITY OF SOUTHLAKE MONUMENT 30: ❑❑ ❑❑❑DAM❑❑❑1111❑❑ LE] ❑❑ ❑ ❑R❑ ❑❑ LIE ❑❑❑❑ Li Li ❑❑R❑ ❑❑❑❑❑❑ ❑❑❑❑R❑ LILI❑ ❑❑ELIDE GEODETIC DATA WGS 84 POSITION: LATITUDE: 32 56 37.12765, LONGITUDE: 97 09 25.00831 GEODETIC ELLIP HGHT: 549.50 5❑ ❑❑❑ ❑❑❑❑R❑❑❑❑R ❑❑❑❑❑❑❑❑❑Cm Li ❑Cm❑ ❑❑RMCm ❑R❑M ❑❑❑ ❑�❑ LE] ❑❑❑❑❑❑❑❑❑ ❑❑D ❑❑R❑ACID❑❑❑ Am ❑ ❑❑❑❑Cm ❑ ❑R❑❑ ❑R❑LM❑❑❑❑R❑❑❑Am❑ M❑❑❑LE❑ ❑RJR ❑❑ M❑❑�Cm❑❑Cm❑ ❑❑D ❑❑❑❑❑R❑❑❑Cm❑❑ CITY OF SOUTHLAKE MONUMENT 36: ❑❑ ❑[fit❑ ❑❑❑❑❑❑❑ ❑❑❑R M❑1111❑ ❑❑D ❑[fit❑ ❑❑DR❑❑❑❑ ❑❑❑❑❑ ❑❑ ELI❑❑❑❑❑❑D❑❑❑❑R❑❑LL]❑❑❑❑❑❑❑❑❑R❑❑❑❑D ❑❑❑❑R❑ ❑ ❑❑R❑LLILLI❑❑❑ ❑❑ ❑❑❑❑❑❑❑❑❑ 111 1111❑❑❑D❑ GEODETIC DATA WGS 84 POSITION: LATITUDE: 32 56 28.72525, LONGITUDE: 97 08 58.47623 ELLIP HGHT: 584.92 ❑❑ ❑RJR ❑❑ ❑❑❑❑❑R❑❑❑1111❑❑❑❑❑ ❑❑❑❑R❑❑❑❑R ❑❑❑❑❑ ❑❑❑FTI❑ ❑❑❑ ❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑RCm❑❑❑❑❑❑ ❑❑D ❑❑❑❑R ❑❑Cm[ID❑ ❑❑M❑❑❑Am❑ ❑❑R ❑EELD ❑❑❑❑❑®❑ ❑❑D ❑❑❑❑ILI]❑ Li Li ❑❑❑[fit R❑❑❑❑❑❑LLI❑ ❑❑1111CmAm❑❑ SOUTHLAKE 11111111 CASE NUMBER ZA18-0030 CH T LAKE — �z V N z Z H r Z w w Q0�� MO o U W Z � Lx Z• C) 1-i two W (�rnrnE. z V1 ZQ a J J X Ewa � 3:W • U-) < c� W W r9 Z Z N W FIRM REGISTRATION #: F-3421 0 L0 CD w > UJ Q H a~ Y O Z Z d m O CU E H 0 U) CU M U) MARK DATE DESCRIPTION Project Number 2017.07 Original Issue ,ZABLON 0. MMBIFWA� 11/12/2018 Sheet Name SITE PLAN BLVD Sheet Number White Chapel / Cemetery C-1 NORTH Project Status VICINITY MAP LILAC SOUTHLAKE, TEXAS NOT TO SCALE MAPSCO 29A-E C.N. ZA18-0030 ❑❑❑❑FT❑71T G G ❑❑❑❑❑❑❑ ❑❑❑❑❑R❑ ❑RI11R ❑❑ ❑❑❑❑❑R❑❑❑7❑C< ❑❑❑ El El ❑ ❑❑ ❑111]❑R❑ 21 ❑EI]❑❑EE❑52 < ❑❑❑❑❑ 21 ❑IHI❑5C2❑❑11 < ❑❑M❑ ❑ ❑❑❑R❑ ❑❑ ❑1 ❑11151111 ❑1 ❑ < ❑❑❑RC❑R C❑MM❑❑11fl❑❑11fl❑❑❑ ❑lNNE221TI❑C5 < ❑FM❑ ❑❑ ❑❑❑ Ell ❑❑❑❑❑ Ell ❑ED❑❑L 0E2 < ❑❑❑❑❑OE❑❑❑MM❑❑®❑❑®❑❑❑ ❑001IO❑❑®❑❑❑ < ❑ ❑ ❑ ❑ R ❑ 111111 ❑R ® D ❑ ❑®❑R❑ ❑ ❑1 ❑❑215 71❑011 < ❑❑❑ ❑❑❑R❑❑ 1111MM❑11111]1111[E]1111❑ Ell ❑EIIE217E0E2 < ❑R ❑❑ ❑ ❑ ❑ ❑❑ ❑ ❑❑ ❑ ❑R E11 ❑ ❑1 ❑111❑1 A 5 C1 < ❑❑RE1111❑ ❑❑❑11❑❑R0EI❑C ❑1-2C5❑❑TC511 < ❑❑❑❑11❑FIM ❑❑D❑R❑R❑❑❑D ❑❑❑❑❑❑❑❑❑ ❑❑❑❑❑ ❑❑D ❑❑❑RC❑❑D ❑❑❑❑❑R® Ell] ❑R❑❑❑❑❑❑❑R❑❑❑❑R ❑❑ ❑❑REIE❑ ❑❑❑❑❑ ❑❑❑❑❑®❑ ❑❑D D❑❑❑❑ ❑RiH]R ❑❑ ❑❑❑❑❑R❑❑❑[R]❑❑ FRANCHISE UTILITY LOCATOR SERVICES CALL TEXAS ONE AT 1-800-245-4545 OR UTILITY LOCATOR AT 1-800-DIG-TESS = 55.41' W. SOUTHLAKE BOULEVARD R=5794.58 ► , IL" E (R O.W. VARIES) CB=N 850 33 01 D=01° 32' 12, CD=155.41' TX DOT 7777 ALUM. DIS MONUMEN 777777" SDWLK EXIST PP J.E.CHURCH" (C.M.) _ C — EXIST CONC- EXIST SIGN _ _ — — — — — — EXISTI PP — — 10, UE DOC. D210020733, D.R.T.C.T. -�-- — --_ ------ 20m❑❑❑❑R❑C1RDC20 _ — 10' U.E. r CAB. A, SLIDE 1515 P.R.T.C.T. EXIST, CONC, IF FUTURE CROSS EASEMENT ACCESS — WIRE I I FENCE (250' 5' U.E. CAB. A, SLIDE 1515 I o P.R.T.C.T. I E xT'P j 5m❑❑❑❑R❑❑RD 15Full LL OWNER: RUFFNER RUFFNER, LLC Lot 1, Block 1, Q' c �I p, / REUTLINGER ADDITION I - Ln C Cabinet A, Slide 1515 W I P.R.T.C.T. U w o0 Q�� I NI I 0 Q n I aE i m 31 I nl p E EXISTING ZONING: C-2 MI I I — „ L.U.D. OFFICE COMMERCIAL I I c OI ZI E I 12El1❑FID❑M❑❑7171R ❑❑❑❑❑❑❑R❑ ❑EM11NU❑R❑ ❑❑R❑❑❑ ❑ ❑❑❑❑ ®❑ 1111❑1D M❑❑❑❑D❑❑❑FIE] D❑❑R❑ I I 5' U.E. 15' WATERESMT. DOC. D210120922 DOC. D210120922 — — I D.R.T,GT. D.R.T.C.T. — — — -�--� --SIGN - "SLOW CHILDREN AT PLAY" 250' FIRE HOSE RUN—/ BENCHES N 0 FVAUL El PED 2'x3' COMM.. VAULT Ord m. a=� EXIST CONC, SDWLK S 890 08' 12" E 31.45' 1 /2" IRF W/ "AREA" CAP C� 0 U.E. DOC, D210020733 D.R,T.C.T. EXIST FH - WV ,9 EXIST. CONC, 250' FIRE HOSE RUN N I GA Go ~ N U LLJ W zLLJo Co Q JJ O L`J 0 zo RAY ():� E d o o 0 Ln U U Z o O U LU Q J c� x U LU IY w z O "- WV U N WV � _ z �z I x w UU w J WV ,U EXI T H cn �\ f 1/2" IRF W� AREA" CAP, WV 890 23' " E ---10' UE DOC. D210020733, D.R.T.C.T. I I DE — � � J U.E. DOC, D210020733 D.R.T.C.T. \ / -OWNER: MAHALO INVESTMENTS, LLC ° LOT 2, BLOCK 1 MEDICAL VILLAS AT TUSCAN CREEK DOC. NO. D210020733 D.R.T.C.T. / / I I / I I I I I EXISTING ZONING: 0-1 "L.U.D. = OFFICE COMMERCIAL" I O l� Iwo~ _oy U I� N~ O E i / �� EYIST f I I Q > N DE CURB I 1_\I� LET I Lw -- o) DO D210C� 733 M z w o =) Q o� LLJ LLJ LLJ ISt E 0 \ I CO C A M T Nzao o� U °) = cu U 4 .76' I L o _EXIST 8" SS 25 FIRE EANL DRNG & U IIL ESM I •---'_ _ "' "X" SET I > I I S EXIST 24' FIRE LAN — DO�D21e02073�D.R.tt.T. — MI S INCONC U.E. 25' COMMON ACCESS ESMTLLJ DOC, D210120922 EXIST. L'ONC. SSMH �X / S DOC. D210020733 � � � D.R.T.C.T. A / M D.R.T.C.T. I '— — — —— / <\� I I Z 9 / z 12" X 2" X 20' �� /< o �— — o SPEED BUMP ® �� X1S b� �� �� HEAD _ — ® ALL 25' FIRE LANE 15' UE + tCD % F DRNG & UTL ESMT DOC.D R21 C T0733 wo o �FST DOC, D210020733 w �� — IN / 8'. D. R. T.C.T.----� � o� DE INL—-- ® ��� OU R INI ® BUILDING 3 L ALL Io OWNER: MAHALO INVESTMENTS, LLC Doc.. D21002 733 LOT 2, BLOCK 1 L x I® I EXISTING 1 STORY BUILDING I D.R.TC.T. w Ir BUILDING 2 3,499 S.F. rl — — — OWNER: VAL PATEL 5' U.E. ®� I EXISTING 1 STORY BUILDING FFE=636.50 0 / MEDICAL VILLAS AT TUSCAN CREEK Lot 18 DOC. D210120922 I®�I 4,087 S.F. 2" C PI DOC. NO. D210020733 D.R.T.C.T. 0 I FFE=636.50 D.R.T.C.T. H. GRANBERRY SURVEY, A-581 ADDITION 19 C� -:Cc / I Doc. No. D210120922 0w D.R.T.C.T. ®X� RET WING EXISTING ZONING: 0-1 Lv�L "L.U.D. = OFFICE COMMERCIAL" 5m❑❑❑❑R❑❑R I ® 15— T� 2„ P o EXISTING ZONING: C-2 ® I IPA _ L.U.D. = MIXED USE- - ' 7.5' U, E, ® Ln vE � NCR,E FLU E R CAB. A, SLIDE 12166 DOC. 100 3 OF❑-❑' ❑ C�iRD 1❑ P.R.T.C.T. ® D.R.T.0 / — — — — — . _ 1 /2" IRF BEARS S 16'21' E-0.35' S 890 26' 03" W 234.26' UNABLE TO SET, IN—BETWEEDOUBLE FENCE N _ _ _ 1/2" BENT IRF W/ "AREA" CAP BEARS N 1 T_ — 29' E — 0.90' NEW 8' WOOD � Lot 1 I FENCE STRATFORT PARCEL I STRATFORT PARCEL 15' U.E. Block 1, Cabinet A, Slide, 9334, P.R.T.C.T. Block 1, Cabinet A, Slide, 9334, P.R.T.C.T. CAB. A, SLIDE 12166 P.R.T.C.T. EXISTING ZONING: SF 20A I"L.U.D. = MEDIUM DENSITY RESIDENTIAL" EXISTING ZONING: SF 20A I 50' DRAINAGE � u.E: "L.U.D. = MEDIUM DENSITY RESIDENTIAL" CAB. A, SLIDE 9334 Lot 8 P.R.T.C.T. I Lot 9 I II I I, CITY OF SOUTHLAKE MONUMENT 30: GEODETIC DATA WGS 84 POSITION: LATITUDE: 32 56 37.12765, LONGITUDE: 97 09 25.00831 ELLIP HGHT: 549.50 CITY OF SOUTHLAKE MONUMENT 36: GEODETIC DATA WGS 84 POSITION: LATITUDE: 32 56 28.72525, LONGITUDE: 97 08 58.47623 ELLIP HGHT: 584.92 — — — 5' UE DOC. D210020733 D.R.T.C.T. — T — — 15' DRAINAGE & U.E. CAB. A, SLIDE 9334 P.R.T.C.T. I I LEGEND QO ❑R❑❑❑R❑❑ ❑❑R❑❑R ❑[R❑ ❑❑DR❑❑❑ 0 ❑ ❑❑❑R ❑❑❑❑❑ 0 RM R ❑ ❑❑❑ ❑❑❑ NORTH ❑❑ ❑ Li ❑❑ ❑❑ ~ co LOIJ 30 15 0 30 60 < o o ❑❑❑ ElLR❑ w ais�0 U SCALE 1" = 30' ❑❑❑❑❑R�❑❑M❑❑❑R W o � L ❑ El El ❑�❑ M ❑R ❑❑R W > z LU In X r- w ._ M F-- Q Z • T ❑ ❑❑MM❑❑®❑❑ED❑ ❑❑D❑❑❑❑❑ ~ (' w z 0 .CII 0) 0 Q E .... ❑❑D❑R❑R❑❑❑D ❑❑MM❑❑FF11❑❑1711❑ M❑R❑❑R Z a [L _J -Jx o Q~< 3: 3 cD UJ �s ❑❑❑ LEI ❑R❑ ❑❑❑ ❑R M❑❑❑❑ ❑❑ LU z N ❑ Ell ❑ FIRM REGISTRATION #: F-3421 ❑R❑❑❑❑❑D ❑❑LLD11❑ o In CD ❑❑71❑�❑ ❑❑❑❑R❑❑❑ ❑❑❑❑M❑❑❑ ILL! FIRE] ❑❑❑❑D 5❑ Ell] ❑❑R❑❑❑ 711D❑❑ ❑❑❑ ❑❑R ❑®❑ El El ❑❑❑❑❑ FIE] ❑❑ ❑❑❑❑D❑RD❑❑❑R❑❑❑ ❑❑❑❑❑ ❑❑❑❑❑ ❑❑❑ ❑❑❑❑❑D 2 ❑❑R❑❑❑❑❑ > > � Ye 0 ® ❑R❑ ❑❑ ❑❑D ❑D❑ R❑M❑ C) J o z�ati GENERAL NOTES: 1 ❑ ❑❑❑ ❑1111❑ ❑❑❑❑❑ ❑❑ ❑❑M❑❑❑❑❑D ❑C ❑ D❑❑❑LID❑ ❑ ❑ ❑❑ ❑❑❑❑❑ ❑11111111❑ 110511 ❑❑❑R❑❑❑❑ ❑❑❑❑D❑RD ❑R❑ ❑❑❑R ❑❑ ❑❑R ❑❑❑M D ❑❑❑ ❑❑ ❑R ❑❑❑❑❑ ❑❑ ELM ❑M M❑LIE ❑❑R❑ ❑❑❑❑❑❑❑ Lion ❑❑ ❑❑❑❑❑❑❑ Li ❑❑❑❑LELIDD ❑❑R ❑❑❑ ❑❑LID❑ ❑❑❑ R❑❑❑MM❑❑D❑❑®❑ ❑❑D ❑❑ ❑❑❑R❑❑LID ❑❑ ❑❑❑ ❑LID❑❑❑❑❑❑1111❑❑❑❑❑❑❑❑ ❑❑❑❑❑D ❑❑ z❑❑❑❑❑❑D ❑❑D ❑❑R❑1111111D ❑❑ ❑❑ ❑❑❑R❑❑❑D ❑❑LID❑ ❑❑❑❑R❑❑❑R❑❑ 2❑❑❑❑❑❑R❑❑❑❑❑❑❑❑❑❑❑ ❑❑❑❑R❑❑❑LID❑ D❑❑LID❑ LID ❑❑❑MLEE LID ❑❑ ❑❑❑m❑❑LID❑LID ❑❑ ❑❑❑ ❑RLID❑LID❑M❑❑❑❑D ❑❑ ❑❑❑❑®LIDD LID ❑❑❑❑❑ ❑ Ell ❑❑ ❑❑ D❑❑❑R❑M❑❑❑ RED ❑LRLIM❑❑❑❑ ❑❑D ❑❑❑R❑❑❑D ❑❑ ❑❑❑ ❑LID❑ ❑❑ ❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑ ❑❑❑ LORD ❑LIED ❑❑ ❑ MEll IM❑M ❑❑ Cm'❑®❑❑❑❑ ❑❑ ❑❑❑❑II1J1111❑D ❑❑❑❑R❑D❑ LIDCM❑ ❑R ❑❑M❑❑❑❑❑❑ ❑❑®❑❑❑❑❑ 10 Dill] ❑❑❑❑❑❑M ❑❑❑❑❑❑❑ 00511 ❑❑❑R❑ ❑❑ ❑❑R ❑❑❑❑❑❑ D❑❑LID❑❑❑LID❑ ❑1L7OLD❑❑❑LID❑ ❑❑❑❑❑ ❑❑❑❑❑❑❑ ❑❑❑❑❑ ❑❑❑R❑ 11000 ❑❑❑❑R❑ ❑❑RD❑ ❑R ❑❑❑❑❑❑❑ R❑❑❑LRED ❑❑ ❑LID❑ LID❑❑❑❑❑❑R❑ ❑❑❑❑❑ ❑❑❑ID]R❑D❑ ❑❑❑❑❑❑❑ ❑R❑❑❑R❑❑❑❑D ❑❑D ❑❑❑❑R❑❑D ❑❑ ❑❑❑ ❑❑❑❑❑R❑❑❑[[[]❑ 10❑❑❑❑11❑R ❑RJRill] ❑❑D ❑❑❑❑R ❑❑❑EER❑D❑ ❑❑❑❑[[[®❑❑LID❑❑ ❑❑❑❑R❑ ❑❑D ❑❑❑❑❑R ❑❑❑❑❑❑❑❑❑ED ❑❑ ❑❑❑❑❑R❑CID❑❑R❑❑D ❑❑❑❑R❑❑❑ ❑❑D ❑❑❑❑❑❑❑ ❑LID LOLILID❑❑❑❑ ❑LID❑ ❑❑D ❑❑ RLIL LILO"❑LID❑❑❑❑ ❑ IID❑❑ 511 ❑❑❑❑OR❑❑❑UP❑ ❑❑ ❑ ❑❑❑❑❑❑❑[R RCM❑❑ ❑ = ❑❑ ❑❑❑ R❑❑❑❑❑ 1111111111 ❑❑❑1111❑ ❑❑❑❑R❑❑❑❑R C❑ ❑❑❑ ❑CM❑ ❑❑ ❑❑❑❑E111 WERE ❑❑M❑❑❑❑❑ ❑❑ ❑ DDTFD❑❑C C OCR E❑D ❑❑❑ ❑R C❑R❑LID❑❑ ❑❑D ❑ ❑❑❑R C❑CC❑❑ ❑❑❑❑❑ ❑❑❑C ❑ ❑❑CID❑❑❑❑ MCRCER r"C " 1L--R ❑ ❑❑❑R-1-1' EER ❑❑O❑R❑ CI IE R EEID "V" FOR VALVES) STAMPED ON THE FACE OF THE CURB, OR IF NO CURB IS CONSTRUCTED, ON THE TOP OF THE PAVEMENT. THE MARKS SHALL BE A MINIMUM OF TWO (2") INCHES IN HEIGHT AND WIDTH. WATER SERVICES SHALL BE LOCATED 10' UPSTREAM FROM THE SANITARY SEWER SERVICE, ❑ LD❑ ❑❑❑ ❑❑❑ FIR I J❑R❑LID❑ ❑❑ ❑❑❑ ❑❑❑❑❑R ❑❑ ❑❑❑ ❑R❑❑❑ ❑❑ ❑❑❑ ❑❑❑❑ ❑❑❑❑❑ ❑❑❑❑R❑❑❑❑R ❑❑❑❑❑ ❑R❑❑❑❑D ❑ 1[11 ❑❑ MERE ❑❑❑❑ ❑❑❑❑❑❑❑®❑ ❑ FF911111CR❑ ❑❑❑ER D❑❑❑iiii❑ / M❑Eii❑❑R❑ ❑❑❑❑❑ ❑❑❑❑ ❑❑❑❑ ❑❑❑❑❑ ❑❑D ❑❑❑❑❑D ❑❑ ❑ R❑❑❑❑❑R ❑❑❑❑CID❑ ❑LRM❑❑❑❑LID❑ ❑❑ ❑❑❑ ❑❑❑❑ R❑❑❑❑❑❑ ❑❑❑❑ R❑❑❑❑❑❑ ❑E❑❑❑ ❑❑ ❑❑R❑LID❑❑D ❑❑ ❑❑❑ ❑®❑❑LID ❑❑❑ ❑❑❑❑❑ ❑❑❑LID❑ ❑❑❑R❑❑LIDLIE ❑❑❑❑ ❑❑❑ ❑❑MM❑❑❑❑D ❑ ®❑LID ❑❑❑ ❑❑❑❑❑❑❑LID❑ ❑L>ITP❑❑❑❑R ❑IMLID❑❑ R❑❑❑❑❑ ❑❑❑❑❑❑❑ R❑❑❑LRED ❑❑ ❑❑❑ ❑❑❑❑R❑❑❑❑RLE ❑❑❑❑❑❑❑❑ ❑❑M❑❑❑❑❑❑ R[M ❑❑❑❑ DER] ❑❑❑❑❑❑❑❑EN❑❑❑❑❑❑❑❑❑ ❑❑❑❑❑❑❑[Et❑ ❑❑DR❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑ ❑Dm❑❑❑D ❑❑ ❑11111111❑❑D ❑R❑D❑ ❑❑ ❑❑❑ ❑❑❑�❑ ❑❑❑❑R❑❑❑❑R ❑❑ ❑❑❑ ❑LM❑ ❑❑ ❑❑❑LID❑❑ ❑❑ ❑❑❑ ❑❑❑❑R❑❑❑❑R ❑❑❑❑❑ ❑❑ R❑❑❑❑ ❑❑R ❑❑❑"❑❑RM❑❑❑❑❑ ❑❑R❑❑❑ R❑❑❑R❑❑❑❑ M❑❑❑M❑❑❑❑" ❑❑ D❑❑❑ROD LID ❑❑❑ ❑❑❑D11011111111❑ ❑RD®❑❑❑❑ z❑❑❑DLID❑ ❑❑❑❑R❑❑❑ M❑❑❑M❑❑❑❑ ❑❑ ❑❑❑ ❑❑❑❑D❑R❑ ❑❑R❑❑R❑❑ 8" 6„ lot TYP N 1.00% to _ _ a' I 2-5'-6" #4 REINF RODS 1'-6" 6'-0" 12" LONG x 5/8 " DIA STEEL ANCHOR RODS (2 PER BARRIER) 9' PAINTED STRIPE TO 60 CONCRETE WHEEL STOP 0 N 1 /2" IRF W/ "RPLS4888" cAPI CASE NUMBER ZA18-0030 . BELM0 Um nwnnr CH LAKE m rn (D N O V C� L C) aj CU O Cn M U) MARK DATE DESCRIPTION Project Number 2017.07 Original Issue 10/01/1 C It iZABLON 0. MMBIFWA� +j+ 82729 11 /12/2018 Sheet Name AN '"D J PAVING PLAN I DIAMOND N � Lot 7 Lot 6 Lot 5p EMERALD I I FAR< SOUTHLAKE ❑ [1[]❑ BLVD Sheet Number White Chapel Cemetery n _ n v— 0- NORTH a Project Status VICINITY MAP LILAC SOUTHLAKE, TEXAS z NOT TO SCALE V) J MAPSCO 29A-E C. N. ZA18-0030CL ❑❑❑❑[R]❑F ❑❑❑❑❑❑❑ ❑❑ ❑❑❑RE] ❑RE[R ❑❑ ❑❑❑❑❑R❑❑❑11❑E< ❑❑❑ ❑❑ ❑ ❑❑ ❑[[E❑R❑ 21 ❑EE❑❑E11152 < ❑❑❑❑❑ 21 ❑E[]❑5[2 ❑❑❑ < ❑ ❑M ❑ ❑ ❑ ❑ ❑R ❑ ❑ ❑ ❑1 ❑❑115 ❑d ❑1 ❑ < ❑❑❑R❑❑R ❑❑MM❑❑®❑❑IIII❑❑❑ ❑1❑❑E22❑D❑E5 < ❑ ®❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑❑ ❑ ❑ ❑ ❑1 ❑®❑❑❑DD E2 < ❑❑ ❑ 11111111111111 M M ❑ 111111 ❑ 111111111111 ❑❑❑FI❑❑LI1❑❑❑ < 11111111 R ❑ ❑❑ ❑ ❑R 11fl D ❑ 1111fl ❑ R 1111 ❑1 ❑❑215 111❑❑❑ < ❑❑❑ ❑❑❑R❑❑ ❑❑MM❑❑II]❑❑®❑❑❑ Ell ❑EIIE2❑DDE2 < ❑R ❑❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑❑ ❑ ❑R III] ❑ ❑1 ❑ED❑1 El ❑1 < ❑❑RIE1❑ ❑ ❑❑❑ lifl❑❑R110❑ E ❑E2[5❑❑1111❑5❑ < ■■■■111■1IM ■■D■'■'■■■D ■■■■■■■■■ ■■■■■ ■■D ■■■'■■■D ■■■■■'■] m EREIEDEE]EIERE]EEILR ■■ 11■'■111 ■■■■■ Ell ■■■ Ill] ■ ■■D D■■■■ 11'■11 R ■■ ■■■■■'■■■■il■■ FRANCHISE UTILITY LOCATOR SERVICES CALL TEXAS ONE AT 1-800-245-4545 OR UTILITY LOCATOR AT 1-800-DIG-TESS 55.41' W. SOUTMAKE BOULEVARD 2°X3' COMM. ❑71❑5m❑ 0=5794.58', = 1(R.O.W. VARIES) VAULT ❑❑❑❑❑ Li❑`®❑ ❑❑❑❑❑❑❑❑❑❑❑❑❑RD CB=N 850 33 015� E D=010 32' 12', CD=155.41' -- EXIST CONC. SDWEK ---- ------ �� ��� S 890 08' 12" E --- 1, TX DOT�j 31.45' 64, ALUM. DIS _ _ _ - - --MONUMEN - b 42 - - _ - - SDWLK EXIST PP CHURCH" (C.M.) -- _ _ c — __- o T/2"-IRF W/ EXIST 7777777_n��(_ • EXIST SIGN _ _ — — — _ 10, UE DOC. D210020733, D,Rj.CT=64� _ EXIST PP / -"-AREA!' CAP - - -❑ 640 0 0m❑❑ — — Rb❑RD C20 — � Or U.E. - D I I CAB. A, SLIDE 1515 I -' 639 � � � F OC. D210020733 � � P.R.T.C.T. EXIST, CONC. D.R.T.C.T. 6�,o _ I N EXIST FH 50' BUILDING LINE FUTURE CROSS 0) EASEMENT ACCES5o' B ILDING LINE � � / � WV , EXIST. CONC. II j X 6+39 � - 6 3 9- o WIRE I FENCE , A 5' U.E. I I\ D ° CAB. A, SLIDE 1515 - P.R.T.C.T. I 3g 5m❑❑❑11R❑❑RDA❑ i li 0' UE DOC, D210020733, D.R.T.C.T. I I�— J / J.E. / \ DOC. D210020733 D.R.T.C.T. \ LEGEND 0 ❑R❑❑❑R❑❑ ❑❑R❑❑R ❑[R❑ ❑❑DR❑❑❑ 0 ❑ ❑❑❑R ❑❑❑❑❑ ❑ ❑❑❑R M❑❑❑R [RR®❑❑LIE❑ ❑❑❑❑R❑❑❑❑❑❑❑ ❑❑❑❑ FIR ❑ ❑ LIE ❑❑RLEI ❑❑ M❑❑❑R 4 ❑❑❑ ❑1E❑ M❑R❑❑R ❑❑MM❑❑1771❑❑71❑ ❑❑D❑❑❑❑❑ ❑❑D❑R❑R❑❑❑D ❑❑MM❑❑11❑❑1FE❑ M❑R❑❑R — — O 711171❑0❑R11 ❑❑❑ ❑R M❑❑❑❑FIE] ❑[r] ❑ ❑R❑❑❑❑❑D ❑❑TrDLLE❑ ❑R❑ ❑❑ ❑❑D ❑❑ ❑❑R❑❑❑ ❑IFD❑❑ ❑❑❑ — DE — I [IRE][][] ❑❑D ❑D❑ R❑M❑ � I 679 ❑❑®❑ ❑❑ ❑ Fill ®❑❑D ❑R❑D❑ ❑❑❑❑❑❑R � I I 648 ❑❑®LI®❑ ❑❑❑❑❑❑R enj \, M LL_� o L.U.D. = OFFICE COMMERCIAL / / I I �I I o I I o c� o C n 0 4" PVC D o PIPE co EXIST '-EXIST❑ U o ^ TSSCO - - VAULT O ---� 2- EXIST � EXIS�I I/ / z i WM x � II WM � ��� /I z / o �i EXIST EX. 8=N1L-- _ ___- _ _ _ ��! WV EXIST —� 15' UE DOC. w DE CURB cn iI I �� D210020733, D.R.T.C.T. VLET o o �WV DO �10Q 733 I o w U D.R.T. T. BENCHES 6q � VAUL x F EXI T H IS E 0 _ 636 - CO C A M T w PED�<� 37 1 /2" IRF "AREA" CAP WV 890 23' " E \4 .76' 25' FIRE LANE DRNG & UTIL ESMT °6 _ _ 5 EXIST 8" SS — — DOC D21802073D,R..T. INCONC 25' COMMON ACCESS ESMT y I EXIST EXI DOC. D210120922 EXIST. CONC. SSMH D.R.T.C.T. SEMI 12 X 2 X 20 SPEED BUMP �® EXIST WM N I o I Cn _ / log »\ / I LLI LLJ to ° 3b �' i I IN I l obi \ O P 9 �, II N L �® I �R INI �I BUILDING 3 ALL w�II® I I EXISTING 1 STORY\QUILDING I E 0 3,499 S.F. \ I I BUILDING 2 FFE=636.50 \ 01 OWNER: VAL PATEL 5' U.E. ® A 1 EXISTING 1 STORY BUILDING I \ I i X I II Lot 18 DOC. D210120922 I®�� I 4,087 S.F. 2 H. CRANBERRY SURVEY, A-581 ADDITION D.R.T.C.T. nI =1 I FFE=636.50 \\ ® CnI 11 Doc. No. D210120922 , i II D.R.T.C.T. __� • XII----------- I , i I i I RE ININC 635--, �� �/' LL 5m❑❑❑❑R❑❑R ® II 634__ �------------635 — -- _ _ i 2„ P / O N OWNER: MAHALO INVESTMENTS, LLC I °1 LOT 2 BLOCK 1 ,- OWNER: RUFFNER—RUFFNER, LLC co` 61 o t° ° 0o MEDICAL VILLAS AT TUSCAN CREEK Lot 1, Block 1, I o M N DOC. NO. D210020733 1 REUTLINGER ADDITION I - `O Ld D.R.T.C.T. I Cabinet A, Slide 1515 �\ II w `� Q / �w� I P.R.T.C.T. I v w° o �� EXISTING ZONING• 0-1 <�� z 10Q� I �m oQ L N EXISTING ZONING: C-2 "L.U.D. = OFFICE COMMERCIAL" 121101 ❑m❑M❑❑❑❑R ❑❑❑❑❑ 71FIR11- [ILM LILLl ❑R❑ ❑❑R❑❑❑ ❑ ❑❑❑ ❑ L111❑ ❑❑D M❑ Fill ❑D❑❑❑FIE] D❑❑R❑ I 5' U.E. 15' WATER ESMT. DOC. D210120922 DOC, D210120922 - - D.R.T-C.T. D.R.T.C-T. - - - -- - SIGN \ "SLOW CHILDREN AT PLAY" Wow U N 00 � � I / E U � � < o > I � I I W J zwo =) < ~I W V ~ W n M Noo E ° W O I => / U.E. I EL W DOC. D210020733 ---- D. R. T.C.T. o HEAD — — WALL F 25' FIRE LANE DRNG &UTIL ESMT 15' UE ` DOC. D210020733 D.R.LC.T. I I �XST DOC. D210020733 8, D.R.T.C.T. — — — OWNER: MAHALO INVESTMENTS, LLC Doc.. D210020733 LOT 2, BLOCK 1 L D.R.T.C.T. MEDICAL VILLAS AT TUSCAN CREEK —-- DOC. NO. D210020733 D.R.T.C.T. / I EXISTING ZONING: 0-1 "L.U.D. = OFFICE COMMERCIAL" EXISTING ZONING: C-2 ® I, - - --- - I IP // I I // � "L.U.D. = MIXED USE" w Ie J �� i --- ji 7.5' U. E. ■, uE i fig_ FE, R - \° CAB. A, SLIDE 12166 I4 DOC. 10 3 '0 ❑ D 1 ❑ - D.R.T.C. � 1/ — — — SE 1/2"IIRF BEARS S 16.21' E-0.35' _6 ,,S$9626,033;'�AF 234.�6� ��i 1 I DOUBLE FUNABLE �NCET, IN-BETWEEN 1/2" BENT IRF W/ "AREA" CAP JBEAF S N 17.29' E - 0.90' NEW 8' WOOD � Lot 1 I FENCE I STRATFORT PARCEL I STRATFORT PARCEL I 15' U.E. Block 1, Cabinet A, Slide, 9334, P.R.T.C.1 Block 1, Cabinet A, Slide, 9334, P.R.T.C.T. CAB. A, SLIDE 12166 i P.R.T.C.T. EXISTING ZONING: SF 20A I "L.U.D. = MEDIUM DENSITY RESIDENTIAL" EXISTING ZONING: SF 20A 50' DRAINAGE & U.E. I "L.U.D. = MEDIUM DENSITY RESIDENTIAL" CAB. A, SLIDE 9334 P.R.T.C.T. I Lot 9 Lot 8 CITY OF SOUTHLAKE MONUMENT 30: GEODETIC DATA WGS 84 POSITION: LATITUDE: 32 56 37.12765, LONGITUDE: 97 09 25.00831 ELLIP HGHT: 549.50 CITY OF SOUTHLAKE MONUMENT 36: GEODETIC DATA WGS 84 POSITION: LATITUDE: 32 56 28.72525, LONGITUDE: 97 08 58.47623 ELLIP HGHT: 584.92 5' UE DOC. D210020733 D.R.T.C.T. - - - „ T - - - - 1/2" IRF W/ S 89 26 03 W 273.. 7�4 "RPLS4888" CAPI 15' DRAINAGE & U.E. CAB. A, SLIDE 9334- P. R. T. C. T. I I I I Lot 7 Lot 6 Lot 5 I I NORTH V Z FBI 30 15 0 30 60 * SCALE 1" = 30' tie LU z Z LU x N GENERAL NOTES 1❑❑R❑❑❑❑❑D ❑❑❑❑❑❑IID❑❑ ❑R❑ ❑❑❑ ❑❑ ❑❑❑❑M❑❑❑ ❑❑D ❑®IID❑❑D ❑R❑D❑ ❑❑❑❑❑❑®❑❑❑ 2❑❑❑❑❑❑❑❑❑R❑❑❑11E❑ ❑❑❑❑❑❑❑ 110 ❑❑❑❑RD❑❑❑❑ ❑ [Hill ❑❑❑❑❑ ❑❑❑❑❑ ❑❑D ❑❑❑ ❑FT❑ ❑❑ ❑❑❑❑❑❑❑❑❑ ❑❑❑❑D❑RD❑ ❑❑D ❑❑❑❑IIII®❑❑®❑❑❑ Lill ❑R[IDR ❑❑ ❑❑❑R❑[[[]❑ ❑❑❑❑❑R❑❑❑[Ill❑❑❑❑❑ ❑❑❑❑R❑❑❑❑R ❑❑❑ Lill M❑❑❑ ❑❑R❑❑IIL] ❑❑❑❑ ❑❑❑R❑❑❑IRLID ❑❑RMFEE] ❑❑D ❑❑❑R❑❑❑Lill ❑❑❑❑ ❑❑❑❑ ❑❑ [Ill ILL ❑D❑❑❑ ❑❑❑❑❑R❑❑❑[[[]❑ ❑R Lill ❑RILL ❑❑[[[]❑ ❑❑❑ Ell ❑❑❑1111 ❑❑❑110❑❑❑ ❑❑❑❑R❑❑❑❑R ❑❑❑ R❑❑❑LELID ❑❑D ❑❑❑R❑❑❑❑Lill R❑❑ILL ❑ ❑D ❑❑❑❑ ILL ❑❑ ❑❑D ❑ Lill ❑R D❑❑❑M❑❑❑❑ ❑❑❑R❑❑LID ❑❑ ❑ [Ill ❑❑ ❑❑❑ ❑❑RME1❑1111❑❑ ❑❑❑❑ ❑❑❑❑R❑❑❑❑R ❑❑❑❑❑M❑❑❑ ❑❑❑❑ ❑❑❑❑D❑RD❑ ❑❑R ❑R❑❑❑❑ ❑❑❑❑❑❑❑ 5❑❑❑11 ❑❑❑❑R❑❑❑❑R ❑❑❑❑❑ ❑❑R®❑ ❑❑❑ ❑❑®❑❑®®❑ ❑❑ ❑❑❑ ❑❑ Ell ❑111❑ ❑❑D ❑R❑❑❑❑❑D ❑❑❑D®®❑❑ [Ell ❑❑❑D®❑ ❑R❑D❑❑ ❑❑D DIMEIDE®❑❑ ❑❑❑❑R❑ ❑❑MM❑❑❑❑M❑❑❑ ❑❑ ❑❑❑ ❑❑❑❑❑R❑❑❑®❑❑IID ❑❑❑ ❑❑❑❑❑ ❑❑ ❑❑❑ ❑❑❑❑❑®❑❑❑❑❑ ❑❑❑❑R❑❑❑❑R ❑❑❑❑❑ ❑❑❑®❑ ❑❑❑ ❑❑❑®❑❑R IMM❑DIII]❑❑❑❑dVl®❑R ❑Dm❑❑M❑❑❑❑ ❑❑ ❑®®❑❑D ❑R❑D❑❑ ❑❑ ❑❑❑❑M❑❑®❑ ❑❑❑❑DR❑[[[]❑❑❑ ❑R❑ ❑❑❑❑❑❑❑❑❑❑ [Ill ❑❑❑❑❑❑❑R❑❑❑❑❑❑ ❑RFUR ❑❑❑R❑❑❑❑❑❑ ❑❑❑ ❑❑❑1111❑❑R❑ ❑❑❑❑❑ ❑❑❑❑❑®❑❑ El El ❑❑❑ ❑❑D❑R❑R❑❑❑D ❑❑®®®❑ ❑❑❑❑ ❑ ®❑❑❑ ❑❑❑❑❑ ❑R❑ ❑❑❑❑D ❑❑ 011111D ❑❑R❑❑❑❑ ❑❑D ❑❑❑❑❑ ❑❑®®❑ ❑❑M❑❑❑❑ R❑❑❑RD❑❑® ❑❑❑❑❑❑❑ ❑❑❑ ❑❑❑❑R❑❑❑❑R® ❑❑❑❑R❑❑❑❑❑❑®®®❑ ❑❑ ❑❑❑❑❑❑❑ OE El ❑❑R®❑❑ ❑❑®IID❑ ❑❑M❑❑❑®❑ ❑❑ ❑❑❑❑❑❑ ❑❑❑IR ❑❑®®11II❑ ❑RI IR ❑❑ ❑❑MM❑❑❑®❑ ❑❑❑❑❑R❑❑❑®❑❑❑❑❑ D❑M❑❑❑ ❑❑ ❑❑IID❑®❑ ❑❑111111EL111❑ ❑❑❑❑❑❑❑ R❑❑❑IR❑D ❑❑ ❑❑❑ ❑❑❑❑R❑❑❑❑R❑ ❑❑❑❑❑❑❑❑ ❑❑❑❑❑ ❑❑❑❑R❑❑❑❑R ❑❑❑❑❑❑❑❑❑®❑ ❑R❑DIIII❑ ❑❑RM®❑R❑M ❑❑❑ ❑®❑ ❑❑ ❑❑❑❑❑❑❑❑❑ ❑❑D ❑❑R❑®III] ❑❑❑ ®❑ ❑❑❑❑10 ❑ ❑R❑❑ ❑R❑®❑❑❑❑R❑❑❑®❑ M❑❑❑®❑ ❑R®R ❑❑ M❑❑®1:11❑❑®❑ ❑❑D ❑❑❑❑❑R❑❑❑®❑❑ ❑❑ ❑REER ❑❑ ❑1111❑❑❑❑❑ ❑❑❑❑R❑D❑ ❑❑❑❑❑ ❑❑ ❑❑❑R11111111D ❑❑ ❑ D❑❑❑❑ ❑❑ ❑E[[1 ❑❑D R❑1111❑M❑❑❑❑❑D ❑❑ ❑ M®I 11❑M ❑❑ ❑5❑ ❑❑❑❑D❑RD ❑R❑❑❑❑R ❑❑ ❑R ❑❑®❑❑❑❑ ❑❑❑❑❑ M❑1110❑R❑ ❑❑❑❑❑❑❑ ❑❑ D❑❑❑RM®❑D ❑❑ ❑❑❑M D®❑❑❑ ❑®❑M❑❑❑R®❑ ❑❑❑❑❑ ❑❑ ❑❑❑❑❑D ®❑® ❑❑ ❑®❑ ®❑❑ ❑®❑❑ ❑❑D ❑❑M❑❑❑❑❑D Ell El ❑1MIEEIR M❑❑❑❑R❑❑R❑❑❑®❑ ❑❑❑❑❑ ❑❑ R❑M❑❑❑D ❑R❑M ❑❑❑ ❑1:11❑❑ Lill ❑ [Ill ❑R❑❑❑❑❑D ❑R❑D❑❑ [[E Ell] ❑D❑❑❑❑❑D ❑R❑❑❑ ❑R❑ ❑ILEIID❑❑D ❑R❑D❑ ❑ Lill ❑❑❑[D❑❑❑❑❑❑ ❑❑❑❑R❑❑❑❑R ❑❑❑ [Ill ❑❑❑❑❑ ❑❑R ❑❑❑DEHI❑ ❑❑D ❑❑DDT❑ 110 ❑❑❑❑❑ ❑R❑❑1111 10❑❑❑❑ D❑M❑❑❑ ❑❑ ❑DEEI ❑R❑❑❑R❑❑ D❑R1111❑ Lill ❑❑❑R❑❑❑[Ili❑ ❑❑❑❑❑❑❑ R❑❑❑IR❑D ❑❑ [IR1111]1111❑❑R❑❑E[[[]❑ 11❑❑D111111011 ❑R ❑❑❑❑❑R ❑❑ ❑❑❑ ❑❑❑❑R❑❑❑❑Rio] ❑❑❑❑❑❑❑❑ 11❑❑R❑ Ell] ❑ ❑❑❑❑R❑❑❑❑❑❑❑❑❑ Ell ❑❑❑❑❑ ❑RIER ❑❑ ❑❑❑ D®❑❑R❑❑❑❑❑ El El ❑❑❑ ❑❑®❑®❑ ❑❑R❑❑❑❑❑ 12❑❑❑❑ ❑ LID ❑❑ ❑❑❑ ❑R❑ ❑❑ ❑❑❑❑❑❑ ❑❑❑❑❑ ❑❑ 2 ❑❑R❑❑❑❑ ❑R ❑❑❑❑❑❑R ❑❑ M❑❑❑ ❑D❑ R❑❑ ❑ [REM LIE [ILL NOTE: THE CONTRACTOR SHALL MATCH EXISTING GRADES AT THE PROPERTY LINES AND SHALL NOT ALTER EXISTING DRAINAGE PATTERNS ONTO ADJACENT LOTS. CASE NUMBER ZA18-0030 LAKE z Z W Cn U a Qo�cl E �- (_00 o CD< LO oQ�� z wl�co .� • Q ~ CV CV 0 , a a -J X 3 of ILL] Q oQF- LL_ N � � LU W W z 0 Z W FIRM REGISTRATION #: F-3421 0 L0 0 T11- H 07 >> 0-YO� LILI z Z _J ti MARK DATE DESCRIPTION Project Number 2017.07 Original Issue 10/01/11 ki It i iZABLON 0. MMBIFWA� 82729i 11 /12/2018 Sheet Name GRADING PLAN SOUTHLAKE El UII Ll vBLVD Sheet Number White Chapel Cemetery v �'1- ® % w z NORTH a Project Status VICINITY MAP Z LILAC SOUTHLAKE, TEXAS Q NOT TO SCALE V) J MAPSCO 29A-E C.N. ZA18-0030 a Rill][] Ell] ❑❑M❑❑❑❑❑EE❑❑ EI]R❑ED❑❑❑❑❑❑❑D ❑❑❑DIIEEII❑❑ ❑❑R❑❑ DR❑LID❑D ❑IMEl ❑❑ ❑❑❑❑ FIE] ❑R❑❑EID❑ ® MLID❑ LIE ❑ E10 MFID❑❑❑ M[IDFMDM❑ LID❑11❑❑L11❑ go ❑❑❑❑ ❑ ❑ 7111 El 10 =❑❑❑❑LID❑ 1�5 [❑Jd"❑ ❑❑❑❑ ❑ ❑ ❑ ❑ ❑ 25 Ell ❑❑❑❑[ID❑ LA 00 [IDLY Cr L_ ❑❑❑❑ ❑ ❑ E]❑ ❑ 100 R❑M❑R❑❑ D R ❑ ®❑ ❑ ❑ LD ❑❑MM❑R❑FID ❑ ❑0 �5 ❑❑❑❑❑ ❑ El[❑Id"❑ ❑❑❑❑❑❑ D❑❑LEI ❑ ❑ LID 2 LOO 1 LID❑ ❑E2/1 L5 LIDD ❑❑ 5 C1 ❑ 10 ❑LID❑ 10 FID❑ ❑LIDO 111110 ❑LIDO 15575 D R ❑LID ❑ ❑❑ DR❑ CID ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ L❑ ❑❑ OC10 OCID❑ 7155/115[TEO1111712❑ 10 ❑LLI❑ 0LLJ5 ❑LIDO 0151 ❑ELD 0LID❑ DR❑LID❑ ❑❑ DR❑FID❑❑❑ ❑❑❑❑❑❑❑ ❑❑ ❑❑❑ 210 1 UD i i 1 OFTIT2 j 12E111 1 FIE 10' UE T _�- -- DOC. D210020733, D.R.T.C.T._ _ _ — 10' UE Doc. CEO❑ 640 Om❑❑�Rb❑RD _ — �-�- - ------,- g U.E. � r DOC. D210020733 CAB. A, SLIDE 1515 639 I D.R.T.C.T. I I P.R. T.C.T. EXIST. CONC. I I N 111. III _ EXIST FH FUTURE CROSS I I �— WV EXIST. CONC. _ DE EASEMENT ACCESS S I I o` A-1 �i I I �� — I I - _ WIRE FENCE 5' U.E. CAB. A, SLIDE 15151 P.R.T.C.T. 5L17❑❑❑❑R❑❑RD C5®❑ WLn L N OWNER: RUFFNER- RUFFNER, LLC Lot 1 , Block 1, REUTLINGER ADDITION Cabinet A, Slide 1515 P.R.T.C.T. EXISTING ZONING: C-2 "L.U.D. = OFFICE COMMERCIAL" 12�1❑m❑M❑❑❑❑R ❑❑❑❑❑❑❑RID ❑[�VI❑❑❑ ❑RID ❑❑RID❑❑ ❑ ❑❑❑ ❑ �❑ ❑❑❑❑III]❑❑CLI ❑❑❑❑❑❑❑ ❑❑❑❑❑R❑ ❑RLIDR ❑❑ ❑❑❑❑❑R❑❑❑LID❑I ❑❑❑ ❑❑ ❑ ❑❑ ❑11E❑R❑ 21 ❑IA❑❑M1152 ❑❑❑❑❑ 21 ❑EII❑5E2❑❑❑ ❑❑MID ❑ ❑❑❑RID ❑❑ ❑1 ❑ED5❑E1 ❑1 ❑ ❑❑❑R❑❑R ❑❑MM❑❑EID❑❑EID❑❑❑ ❑1❑❑E221111❑❑5 ❑ [Ell ❑ ❑ ❑ ❑❑ ❑❑❑❑❑❑❑❑ ❑1 ❑HI❑❑LINO1:2 ❑❑ ❑ ❑ ❑ CID❑ ❑ ❑ M M ❑ ❑ [ID ❑ ❑CID ❑ ❑ ❑ ❑❑❑FFEIE1EID❑❑❑ ❑ ❑ ❑ ❑ R ❑ ❑❑ ❑ ❑R [ID D ❑ ❑®❑ R ❑ ❑ ❑1 ❑❑215 EID❑❑❑ ❑❑❑ ❑❑❑RID❑ 1111MM❑111111❑❑LII]11❑❑ Ell ❑111272EflD22 ■■■■111■11111 ■■D■'■'■■■D ■■■■■■■■■ ■■■■■ ■■D ■■■'■■■D ■■■■■'H 111 ■'■■■■■■■'■■ ■■ ■■ [ED ■■■■■ ■■■■■111■ ■■D D■■■■ ■■ ■■■■■'■■■71■■ FRANCHISE UTILITY LOCATOR SERVICES CALL TEXAS ONE AT 1-800-245-4545 OR UTILITY LOCATOR AT 1-800-DIG-TESS ❑RID❑❑❑❑❑❑ [][][][][]Rill][] Ill ❑�❑1 d5❑1=155.41' W. SOUTHLAKE BOULEVARD 2'x3' COMM, ❑❑R'']❑❑ ❑❑❑[ID❑❑R[ID❑ ❑❑11Az ❑5❑ R=5794.58'► L 11 E (R.O.W. VARIES) VAULT CB=N 85 33 01 D=010 32' 121', CD=155.41' _ - EXIST CONC. SDWLK -- - - O6 0.10 -TX DOT - "2 ---' 31.45' 6 / ALUM. DIE, w SDWLK EXIST PP CHURCH" (C.M.) EXIST CONC. EXIST SIGN I — — — — D210020733, D.R.T.C.T., 6�,, EXIST PP T/2' 1RF W/ "-AREA' CAP D.E.O / DOC D210 20733 / ® u D.R.T.C.T. I I /o� x nlninl�n. nnnunl n Inl\irc�Tnn�nlTc� I I � - I I I I I 1 0CD � I I o / wN I �o� � N 00 Iz / log �o E Q0 W � N °' W _J C) �� I �Q C) LLJ ova- LLJ-N� — W o U U� � W M U� N Of LEGEND 00 ❑RID ❑❑RID❑ ❑ ❑ R❑ ❑R Z 4- ❑[R[i ❑❑DR❑❑❑ LU ❑W ❑ ❑❑❑R M❑❑❑R 1"1 N 0 FRR[ID❑❑LID❑ ❑❑❑❑RID❑❑❑❑❑❑ ❑❑❑❑�❑ 0 ❑❑❑❑❑R[ID❑❑M❑❑❑R 4 ❑ ❑❑ ❑�❑ M❑R❑❑R ❑T ❑❑MM❑❑®❑❑LLD❑ ❑❑DID❑❑❑❑ 4 ❑❑D❑R❑R❑❑❑D ❑❑MM❑❑LID❑❑[ID❑ M❑R❑❑R ❑❑❑DD❑R❑ ❑❑❑ ❑R M❑❑❑❑❑❑ ❑ 771111 ❑R❑❑❑❑❑D ❑❑FIID[ID❑ ❑RID ❑❑ ❑❑D ❑❑ ❑❑RID❑❑ ❑LD❑❑ ❑❑❑ ® ❑RID ❑❑ ❑❑D ❑DID R❑M❑ • • ■■DEE ■■ ■EEFM■■D ■ RED E] ■■■■■■' DR❑®❑❑ ❑ ❑RID❑ ❑❑ ❑❑D❑R❑ D [ ❑2 DR❑LID❑❑❑ ❑RID❑ ❑❑M❑❑R 0[ID❑ DR❑LID❑❑❑ ❑RID❑ FID ❑❑RID❑ GENERAL NOTES FOR DRAINAGE E INLET I u E 1❑❑R❑❑EE❑ ❑❑❑❑R❑❑D❑❑EM❑❑ ❑❑ ❑❑❑❑ ❑ ❑❑❑❑❑❑❑ FID❑❑❑❑❑❑D ❑RFIDR ❑F] ❑❑❑ ❑❑❑RID ❑❑ ❑❑❑D DFID❑❑R❑FID❑ 00 I ❑❑❑FIDFIDFID❑ ❑❑ ❑❑❑ ❑R❑m❑❑❑ L = 628.98 I W u.E. ❑❑❑❑RID❑❑❑❑❑❑ ❑❑R ❑R❑❑EE❑ ❑❑❑❑RID❑❑❑❑❑❑ LLJ DOC. D210020733 D.R.T.C.T. �� I 1 cn 1❑❑❑❑❑RID❑LID❑ ❑❑❑❑RID❑DID❑LID❑❑ ❑RID ❑❑ ❑❑ [ID❑❑❑❑❑❑D Fill ❑❑❑❑RD❑❑❑❑ ❑ [ID❑ ❑❑❑ ❑❑❑R❑❑❑D ❑❑❑❑❑ ❑❑D ❑ �y I I z ❑❑❑❑�®❑❑®❑❑ ❑❑R ❑❑❑ ❑R❑m❑❑❑❑❑❑❑❑❑❑ ❑RID ❑❑ ❑❑ ❑❑❑R❑❑❑D ❑❑❑❑RID ❑❑❑❑❑R❑❑❑�❑ ❑❑ ❑❑❑ 1— — =O D❑❑FID❑ ❑❑❑FID❑❑R ❑❑D ❑❑❑ ❑LID❑ ❑❑ ❑❑❑❑❑❑❑❑❑ ❑❑❑LID❑❑RFID❑ DFIDFID®❑❑ �I I EXIST WM /Jo�o�� / / HEAD — — — N I / 25' FIRE LANE 15 UE rt 2❑ LID LID ❑❑❑ ❑❑❑❑R❑❑❑❑R❑ R❑❑❑❑❑❑LID=[ID❑ ❑❑ ❑❑RLID❑ ❑❑❑❑❑EELEL LID❑❑RM❑❑®❑ ❑RFIDR ❑❑ ❑❑MM❑❑❑❑M❑❑❑ ❑❑ I I WALL DOC. D210020733 DRNG & UTIL ESMT / D.R.T.C.T I I ❑ 111111 ❑R111171 [ID ❑ ❑ J �l / / � o I � � � � � I I I � �� � DOC. D2T0020733 LLJI I 6 — I�PN I I / 8', D.R.T.C.T. — — — o I 36 �I' I I o LL- 1 s _ ❑❑ ❑❑❑ ❑❑❑❑R❑❑❑❑R ❑❑❑❑❑❑❑ R❑❑❑❑❑❑LID❑❑ ❑❑R LIMLLI❑M❑❑❑LID❑ ❑❑❑❑R❑❑�❑ ❑❑❑❑R❑❑M❑❑❑❑R❑❑ ❑❑R❑LID ❑❑D o P i Q / i/� I N T C. 1 RETAIN WALL �� S IW I I \ i' r��''\'�'RETA N I �j II ExS�f 1R FL = 27.85 — — ❑❑❑❑❑❑❑ R❑❑❑RED ❑❑ ❑❑MID❑❑ ❑ LID❑ ❑❑❑ ❑R❑❑FIDEE❑❑ ❑❑D R❑❑❑LR❑M❑❑❑❑ El El ❑❑❑ ❑❑❑❑❑ �_ � I I BUILDITVG 3 C i"� / � COI �U I 20'x72' UE i �• I TI E, / WALU I Ito I I OWNER: MAHALO INVESTMENTS, LLC DOC. D210020733 x� I ® r �I I EXISTING 1 STORY UILDING "I i i ❑ o� I D. T C. T J I I II ,/iii 2 i 8i� II�w I III w LOT 2, BLOCK 1 — I ❑❑ D❑M❑❑❑❑ ❑❑ ❑D[17❑❑❑❑ ❑R❑❑❑R❑❑ ❑R ❑❑ R❑❑❑[ID[ID❑ ❑ ❑❑❑RID ❑❑❑❑❑D ❑❑ [l9ll❑R❑❑❑R❑❑ [ID❑❑❑❑❑❑D ❑R ❑❑❑RID❑ �� 1 3,499 S.F. \ — 1 I BUILDING 2 I FFE=636.50 \ oil i '�� o I I I MEDICAL VILLAS AT TUSCAN CREEK OWNER: VAL PATEL 5' U. E. ®� EXISTING 1 STORY BUILDING I I Lot 18 DOC. D210120922 �i 4,087 S.F. 2"�I ��Pr , �' LU I L DOC. NO. D210020733 D.R.T.C.T. r®=1 I I FFE=636.50 I I / H. GRANBERRY SURVEY, A-581 ADDITION ( ® �I I n \ I �"� // I c II / / D.R.T.C.T. Doc. No. D210120922 I®� I ` / ❑ _ I D.R.T.C.T. --� ® X�I I` ----- I �� / / , ❑l I RETAINING/ EXISTING ZONING: 0-1 w w I � �35 A-3 I i / ❑ / nil WALL " _ ❑I ° L.U.D. = OFFICE COMMERCIAL �I ------ ---- 635---_ _ /_ 2' PVC 5m❑❑❑❑R❑❑R 0 - y - � 9 EXISTING ZONING: C-2 6 II I - - - - - - -0M - -__ II PIPE I® 33 -�------' /, / /I / - L.U.D. MIXED USE----��-- -- -- — --_ —�-�J 7.5' u.E. N_CRE -E_FE� C �'f�ET�+�}+N-��,-'� / _ _ _DE CAB. A, SLIDE 12166� ® UE 20ZI❑ ❑❑RD C10[�71 � 'WALL - — — - - DOC. 10 3 - - -- D.R.T.0 5' UE DOC. D210020733 D.R.T.C.T. P.R.T.C.T. _� i�� - -- - -- -- -- -- -- -- -- - - - - - - - - - - ....�.......................................�..�. ... .......... ......... ...�. ...... ..........,: .. ...... ........ IN BETWEE 1 /2" IRF BEARS S 16.21' E-0.35' - S -896 26' 03' -AN 2-34`2-� �°v UNABLE TO SET - N 1 /2" BENT IRF W/ "AREA" CAP 6� DOUBLE FENCE TBEARS N 17.29' E - 0.90' � — — — — — — — Lot 'I I I NEW 8' WOOD STRATFORT PARCEL 15' DRAINAGE & U.E. FENCE CAB. A, SLIDE 9334 1 Block 1, Cabinet A, Slide, 9334, P.R.T.C.T. P.R.T.C.T. STRATFORT PARCEL I 1s U. E. � � � I Block 1, Cabinet A, Slide, 9334, P.R.T.C.T. I CAB. A, SLIDE 12166 EXISTING ZONING: SF 20A P.R.T.C.T. "L.U.D. = MEDIUM DENSITY RESIDENTIAL" EXISTING ZONING: SF 20A I 50' DRAINAGE & U.E. I CAB. A, SLIDE 9334 Lot 6 "L.U.D. = MEDIUM DENSITY RESIDENTIAL" I P.R.T.C.T. I Lot 9 Lot 8 Lot 7 I I i I� I I � 1 I 5' U. E. 15' WATER ESMT. IDOC. D.R.T-CST. D210120922 DOC. D210120922 D.R.T.C.T. - - - IN V VY I V LI \. IVI/�1 IrIL\J 11 V V LJ I IVI LI V 1 J, LLL/ a' LOT 2, BLOCK 1 col 61 o I N MEDICAL VILLAS AT TUSCAN CREEK o � I J DOC. NO. D210020733 W z J I:) D.R.T.C.T. - Q \ ('A-2 o J D EXISTING ZONING: 0-1 NI 0.61 I M � o "L.U.D. = OFFICE COMMERCIAL" o / III I00I I Io N o 31 I o i41/1 0 4" PVC ti It4fll� CO - -- TSSCO EXIST -EXIST ❑ PIPEI/o�oGo /� �-__� _ VAULTI � L--- LLIICI WV LL o EXIST _Ex._" w.�__ T — — WV ,- WV EY/IST vl 15' U[ DOC. II DE CURB ✓I D21002073 D.R.T.C.T. V LET I- I U.E.DOC�D210(�20733 x ♦ WV D.R.T.C.T.� a w ♦ � J E ------ ♦ 6 'F\ VAUL EXI T FH EXISt EDGE OF 636 ♦�,_, 36, COIJC PAVEMENT J PED <� AREA CAP WV I 37 / EXIST GRAT N 89° 23' " E I� J6' TG 635. ................. EXIST 25' FIRE LANE DRNG & UTIL ESMT""' """" "X" SET O / EXIST 18 F fI S — — - — — DO�D21e02073'rD.R. C.T. — — t I INE�XNC 25' COMMON ACCESS ESMT �� EXIST DOC. D210120922 EXIST. CONC. , I H S D.R.T.C.T. 0,$0 % -_ f_ \ / T 18"'RCP / ■■ FIDE] ■' ■ ■■■■ ■' ■■ ■ 111 l ■■■ 111■■' ■■D ■' ■■ ■ 1ETI ■■■ CITY OF SOUTHLAKE MONUMENT 30: GEODETIC DATA WGS 84 POSITION: LATITUDE: 32 56 37.12765, LONGITUDE: 97 09 25.00831 ELLIP HGHT: 549.50 CITY OF SOUTHLAKE MONUMENT 36: GEODETIC DATA WGS 84 POSITION: LATITUDE: 32 56 28.72525, LONGITUDE: 97 08 58.47623 ELLIP HGHT: 584.92 M❑LEI ❑❑FM❑D ❑R❑❑LE❑ ❑❑❑❑R❑❑M❑❑❑❑R❑❑ ❑❑❑❑❑❑❑ ❑❑❑ R❑❑❑❑❑❑Ell EL]LID❑ ❑❑ ❑❑❑ ❑❑❑❑R❑❑❑❑R❑ 5171 LIE] Li LIE ❑❑R❑❑❑❑R ❑❑❑❑❑ LIE El ❑❑❑❑❑ ❑❑❑ LIE ❑❑❑R❑❑❑DD❑ D❑❑RL❑ ❑❑❑❑LD❑ ❑❑❑ LIRE m❑❑ ❑❑❑❑D❑RLID❑❑❑❑❑ D❑❑RFID Ell❑D❑❑R❑❑❑❑❑❑R❑❑❑LID M❑❑❑RET❑❑❑❑❑FID❑❑❑❑ ❑❑❑❑❑ ❑❑❑❑ ❑D[F7❑❑❑171 ❑R❑❑❑R❑❑ ❑R ❑❑LID❑[ID❑ ❑❑❑❑MID❑❑ ❑❑❑❑❑ ❑❑ R❑M❑❑❑D IMM❑D[ID LIE] ❑❑❑ ❑❑ ❑❑❑ ❑❑❑❑R❑❑❑❑R ❑❑❑❑❑R❑M❑❑❑ ❑❑D ❑R❑❑❑R❑❑ DFID❑❑❑❑ ❑❑ ❑LID❑ ❑❑D ❑❑DMLIED ❑R❑M ❑R❑❑FID❑ ❑❑❑❑RID❑ - -DE - I D❑❑LID❑❑ ❑ ❑❑❑ ❑❑❑ ❑❑❑❑❑❑LID❑❑❑❑❑ ❑❑ ❑❑❑❑❑ M❑❑❑❑R❑❑ FID FMEIFIREIDID ❑❑ ❑❑❑DLID❑❑R❑❑D ❑❑❑LII❑❑❑D ❑RID❑❑ ❑❑❑❑❑❑❑ ❑❑DR❑M❑❑❑❑❑D ❑R ❑❑DD❑D LID ❑ M❑❑❑❑R ❑❑❑❑❑❑❑❑❑❑ ❑ ELL] — - - - - FIE] El ❑❑❑❑❑ ❑❑❑❑R❑LID❑ ❑❑❑❑❑❑ ❑❑ ❑RID❑❑❑❑ ❑RID❑LID❑ FIE]❑❑❑❑ FIE ❑R❑D[ID❑ [IT] ❑❑M❑❑❑❑❑D❑ 1 /2" IRF W/ "RPLS4888" CAP' Lot 5 I R❑❑❑❑❑ ❑❑M❑❑❑❑❑EE❑❑ ❑❑❑❑❑❑1D❑❑❑❑❑❑❑D ❑❑❑D7FM❑❑ ❑❑RID❑ DR❑LID❑D ❑LM❑ ❑ ❑ Li ❑❑❑❑❑R❑❑DD ❑ FID M[ID❑❑❑❑ L10 MDD❑❑❑ MDDLM❑M❑ iID❑❑❑❑17711❑ go ❑❑❑❑ 10 [ID❑❑Ell] FID❑ �5 ELL 25 ®❑❑❑❑LID❑ Ll00 ❑❑❑❑ 100 R❑M❑R❑❑ DRL ID❑❑❑ ❑❑MM❑R❑LID ❑❑❑❑❑ ❑❑❑❑❑❑ D❑❑[ID❑ ❑L1 I 0F51 ❑F1/211711D Ell] 2FID5 10 ❑LE❑ ❑[2❑ ❑ELUD ❑ELL2 ❑LIDO ❑ELUD DR❑®❑ ❑❑ ❑❑LID❑DD❑ ❑R❑❑❑ ®❑❑❑ ❑ C2 0 ITO 0 LID❑ 11170/2 FIDFTDD ❑ ❑ 2 FID❑ 10 ❑®❑ ❑ELL2 ❑gyp ❑LE❑ ❑EDO IDES ❑ D R ❑ FTI] ❑ ❑❑ ❑ ❑ ❑ D R ❑ FID ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ LID 0 [IDO 0151 2 ❑0/2 LO LLD ❑❑ 2 DI2 10 ❑ 111 ❑L2 ❑ ❑FTI]O 111172 ❑EDO ❑EM D R ❑ FID ❑ ❑❑ ❑❑ ❑ D R ❑ [ID ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ 117111 010 0 ❑55/2LOLLOEJIJ5®5 10 ❑ELL❑ 01511 ELM 0L❑❑ 1111TIO OFID❑ ❑❑❑❑LID❑ DR❑LID❑❑❑ ❑❑ ❑❑LID❑LID❑ ❑RID❑❑ FID❑❑C ❑❑ ❑ ❑ ❑ 2 10 1 LID❑ 11 LID❑ 1 ❑10 ❑ 1 ❑C1 ❑ SOUTH LAKE 0111 CASE NUMBER ZA18-0030 LAKE 111 z Z w U �p Q O2 ���o W z w I I ���� L �' > w X I` �w�� .� C • m I— I I p N CV to w U r I` o�rnrn Q EL J J X IY W Q � oQl-� LU W w Z z w FIRM REGISTRATION #: F-3421 0 0 w F U) 0 z� Z a m o CY CD aD Sell co I— o M O H Cn co U) MARK DATE DESCRIPTION Project Number 2017.07 Original Issue A^1^A /A - iZABLON 0. MMBIFWA� 82729 4q�F�'cisr 11/12/2018 Sheet Name DRAINAGE PLAN Sheet Number White Chapel / Cemetery iilliiii� C _ 4 NORTH Project Status VICINITY MAP LILAC SOUTHLAKE, TEXAS NOT TO SCALE MAPSCO 29A-E C.N. ZA18-0030 SEQUENCE OF CONSTRUCTION 1❑❑R❑❑❑❑❑ ❑❑�❑�❑❑❑❑❑ ❑❑D EI]❑❑❑❑❑❑�❑ ❑❑❑❑❑ ❑❑ ❑❑❑❑ ❑ � ❑❑❑ ❑❑❑❑❑❑�❑❑❑ ❑R❑❑❑❑❑�❑ ❑❑❑❑❑R❑M❑� ❑❑❑❑❑ ❑❑❑EE [][]I] [][]Rill] ❑❑RM❑❑❑❑❑ ❑❑❑❑M❑❑❑ ❑R❑ ❑❑M❑❑❑❑❑D❑ 2❑❑❑❑❑EEEI]❑ ❑❑❑ ❑❑❑❑R❑D❑ ❑❑D ❑❑❑❑❑R❑❑❑ ❑❑❑❑M❑❑❑❑ ❑❑❑❑❑D ❑❑D ❑❑D ❑❑❑ ❑❑❑ ❑❑❑❑D ❑R❑❑❑ DED❑❑R❑❑D D❑R®❑ ❑❑❑❑❑R❑❑❑�❑ ❑❑ ❑R❑❑❑❑❑ ❑R❑❑EEEIE ❑❑❑ ❑❑❑ ❑❑❑❑❑❑❑❑R❑❑❑EE❑ ❑❑❑��❑ � ❑❑M❑❑❑❑❑D ❑❑D I][][]❑❑❑❑❑❑❑D []Rill][]❑R❑ R❑❑❑❑R❑D ❑❑ ❑❑❑R❑❑❑D ❑❑ ❑❑❑ ❑❑❑�❑❑R❑ DOMED R❑R❑ ❑R❑ ❑EE ❑ ❑❑ ❑❑R❑ ❑ D❑❑ED❑❑ ❑❑❑❑❑ ❑❑ R❑M❑ ❑❑D ❑❑D D®❑❑ ❑❑D ❑ ❑❑®�❑ ❑❑ DOE R❑ ❑❑D ❑R❑❑❑❑ g� L=155.41' W, SOUTHLAKE WULE 2'X3' COMM, R=5794.5 , (R.O.W. VARIES) VAULT 5 CB=N 85 33 01 ❑❑❑R��❑ ❑❑D ®❑❑❑❑❑❑❑®❑ ❑❑ ❑❑❑❑M❑❑❑M❑R❑®❑❑❑ o E - EXIST CONC. SDWLK D=01 32 12 '---- -- - _ _ _ 9° 08' 12 _ ' TX DOT 642- ---' 3145' _- _---� - 64 /-ALUM. DIS _ - - - - - MONU-ME - — -------- EXIST PP — — EXIST CONC. SDWLK . .CHURCH" (C.M.) -- ------ — � - __ _� ----1-%2'�IRF W - EXIST SIGN I _ _ — — — — / 02 UE _-� 1Q' UE DOC. D210020733, D.R.T.C.T., 6��� EXIST I PP _ -'-AKA!' CAP — _ _ — — DOC. D210020733, D.R.T.C.T.— _ — _ I - � � `n ME❑❑❑ DE] ❑❑❑❑❑R❑❑❑®❑ I U.E. 10' U. E. I F DOC. D210020733 I 4 CAB. A, SLIDE 1515 - 639 D.R.T.C.T. I I P.R. T.C.T. EXIST. CONC. I _ ------------- 11I 6�� h I EXIST FH FUTURE CROSS `I I ❑❑❑❑[1E]❑FIM ❑❑❑❑❑❑❑ ❑❑❑❑❑R❑ ❑R1]R ❑❑ ❑❑❑❑❑R❑❑❑1]❑[ 1111111111 ❑❑❑ ❑i1E]❑R❑ 21 ❑111❑❑=152 ❑❑❑❑❑ 21 ❑EIE2Ell] ❑❑M❑❑ ❑❑❑R❑❑❑ ❑1❑1E5❑d Ill ❑ ❑❑❑R❑❑R ❑❑MM❑❑®❑❑®❑❑❑ ❑1❑❑E1220D❑E]5 ❑ ®❑ ❑ ❑ ❑ ❑ ❑ ❑❑ ❑❑ ❑ ❑ ❑ ❑1 ❑E]❑❑QE0 ❑2 1111111111 Lill][] ❑ M M ❑ ❑ 1111 ❑ ❑Ell 1111 ❑ ❑❑❑IIII❑❑1111❑❑❑ ❑❑❑❑R 111]❑11❑R2 D❑❑2❑R❑❑ ❑1❑❑215L❑❑❑ ❑❑❑ ❑❑❑R❑❑ ❑❑MM❑❑ED❑❑®❑❑❑ Ell ❑®E]2EEO 2 ❑R❑❑❑❑❑❑❑ ❑❑❑❑❑R®❑ ❑1❑1E1❑1115Ill ❑❑RJI]❑❑ ❑❑❑i1E]❑❑RFM❑❑ ❑2[5❑❑1111❑5❑ LEGEND 0 ❑R❑❑❑R❑❑ ❑❑ RE] ❑R ❑[fit❑ ❑❑DR❑❑❑ 'W ❑ ❑❑❑R ❑❑❑❑❑ ❑W ❑ ❑❑❑R M❑❑❑R /NORTH ' V RR�❑❑�❑ ❑❑❑❑R❑❑❑❑❑❑❑ Z 0 ❑❑ ❑ OR ❑❑ ❑❑ 30 15 0 30 60 I�1 ❑ Ell] ❑ FIR ❑ SCALE 1" = 30' ❑❑❑❑❑R�❑❑M❑❑❑R LLI W 4 ❑❑❑ ❑ELL❑ M❑R❑❑R Z H T❑ ❑❑MM❑❑ LID ❑❑11T]❑ ❑❑D❑❑❑❑❑ (' 4 ❑❑D❑R❑R❑❑❑D ❑❑MM❑❑2❑❑FIFI❑ M❑R❑❑R W 'S ❑❑❑ED❑R❑ ❑❑❑ ❑R M❑❑❑❑❑❑ -u-- ❑IT[]❑ ❑R❑❑❑❑❑D ❑❑ErnLEL _ DE ---- i EASEMENT ACCESS I �- i �`b WV O/ EXIST. CONC. — I 0 -� I — ❑R❑ Li ❑❑D ❑❑ ❑❑R❑❑❑ ❑LID❑❑ Li LID FENCE .I II ,' I \ U.E. I\ �i _ _ - DOC. D210020733 / 5' U.E. I I \ _ ..T.C.T. / I 679 ❑❑�❑ ❑❑ ❑��❑❑D ❑R❑D❑ ❑❑❑❑❑❑R CAB. A, SLIDE 1515 DR 1 I \ � - / I P.R.T.C.T. I _ - � � DR❑FM❑❑❑ ❑R❑❑ ❑❑❑❑D❑R❑ I o N -OWNER. MAHALO INVESTMENTS, LLC i I LOT 2, BLOCK 1 OWNER: RUFFN ER- RUFFNER, LLC col N o MEDICAL VILLAS AT TUSCAN CREEK / I D7R❑❑❑ED❑ ❑❑ ❑❑❑❑ Lot 1 , Block 1, 11 M N DOC. NO. D210020733 REUTLINGER ADDITION 1 - LJ U� / Cabinet A, Slide 1515 �\ II LU Q Lv o D.R.T.C.T. / / I SF SILT FENCE I w Ln P.R.T.C.T. D w w I \ w o w EXISTING ZONING: 0-1 / \ >> >> I CONSTRUCTION ENTRANCE/EXIT C� I NI M L� o L.U.D. = OFFICE COMMERCIAL z � I10Q� I �m O Q U� N ■ ■ D ■ 11111 ■■D■'■'■■■D ■■■■■DEED ■■■■■ ■■D ■■■'■■■D ■■■■■'IM 111 ■'■■■■ Lill ■'■■■■' ■■ ■■'lll■ ■■■■■ EE 111111 11fl 11 ■■D P■■■■ ■'EII ■■ ■■■■■'■■■71■■ FRANCHISE UTILITY LOCATOR SERVICES CALL TEXAS ONE AT 1-800-245-4545 OR UTILITY LOCATOR AT 1-800-DIG-TESS N zz W co a ap�0 I- J Ln F O W U 0 z �� �w C w m� • p NNco 0 LLJ z 0) 0 O N ,E Z J J x ?i a'wa ooQ~L 3 • CD r, W W z 0 M W FIRM REGISTRATION #: F-3421 0 Ln 0 w H U) LU > H Q Y O LIJ Z Z T coCD o � � Co CIO � v)CIO � I— U) CM (n MARK DATE DESCRIPTION Project Number 2017.07 Original Issue OF 1,4611, It �ZABLON 0. MMBIFWAi i a 82729 �4�F'�isT 11/12/2018 Sheet Name EROSION CONTROL PLAN Sheet Number ❑❑❑❑ ❑❑❑❑ ❑❑❑❑❑❑ ❑❑ ❑❑❑❑ ❑❑❑ CITY OF SOUTHLAKE MONUMENT 30: ❑❑❑❑❑❑❑EE❑❑ ❑ El LIRE ❑❑❑�❑❑❑ ❑❑❑❑R ❑R ❑❑� ❑❑❑ ❑�❑❑ white Chapel / C-5 Cemetery GEODETIC DATA WGS 84 POSITION: LATITUDE: 32 56 37.12765, LONGITUDE: 97 09 25.00831 5❑ED❑❑❑ED®❑❑E11❑ El El M❑❑❑❑R❑❑ ❑❑❑❑ ❑❑❑D ❑❑ ❑❑ M❑®❑❑EE❑DEMOD®®D❑❑R ❑DD❑D ❑❑ ❑❑RR❑❑❑ ❑R❑❑❑❑M❑❑ a Project Status ELLIP HGHT: 549.50 z NORTH ❑LE❑ ❑❑❑❑❑ CITY OF SOUTHLAKE MONUMENT 36: VICINITY MAP LILAC SOUTHLAKE, TEXAS GEODETIC DATA WGS 84 POSITION: LATITUDE: 32 56 28.72525, LONGITUDE: 97 08 58.47623 ❑❑❑ ❑❑❑❑R❑❑❑❑R ❑❑❑❑❑R❑M❑LEE ❑❑D[M❑❑❑ ❑R❑M ❑❑❑iffiD ❑❑❑ ❑❑❑❑❑ ❑ ❑❑❑ ❑❑❑ D❑❑❑❑ ❑❑ ❑❑D[M❑❑❑ ❑❑❑ ❑❑un❑ ❑❑ ❑❑ ❑❑❑mL RD ❑❑❑ ❑❑iiii❑❑ ❑❑ ❑❑❑ ❑❑❑❑❑ ❑❑❑❑❑ ❑R❑D❑❑❑❑❑ ❑❑❑❑❑ ❑❑❑❑❑ ❑❑❑❑❑ ❑❑ N NOT TO SCALE ELLIP HGHT: 584.92 111]❑❑❑❑❑❑D ❑❑ ❑❑❑❑R❑ ❑❑❑❑ ❑❑❑❑ ❑R❑ ❑❑❑❑❑R❑®❑ ❑❑❑ ❑❑❑❑❑❑ J MAPSCO 29A-E C.N. ZA18-0030 a �I 1 0 I o 00 0) GENERAL NOTES FOR EROSION CONTROL 0 1 I 0 4" PVC z o �/ // P�`�o� w/ � 1 LORD ❑®❑ ❑❑❑❑R-iL1D❑❑7❑❑ ❑❑ ❑❑❑❑ ❑ ❑❑ ❑❑❑ ❑R❑❑®❑ ❑❑❑uR❑❑ ❑❑❑❑ ❑❑R ❑❑❑ ❑R❑CD❑❑ ❑❑❑❑❑❑❑ 11E❑❑❑❑❑❑D EXISTING ZONING: C-2 MCI �\ _ EXIST PIPE Cc/ -EXIST ❑ o 0 o wo I- U ❑RJR ❑❑ ❑❑❑ ❑❑❑R❑ ❑❑ ❑❑❑D D�❑❑R❑�❑ ❑❑❑EI7n�❑ ❑❑ ❑❑❑ ❑R❑m❑❑❑ -- - __, o / IBC) �, L.U.D. = OFFICE COMMERCIAL o 1 ssCO ,---� vauLTl � / - 0�� DO oa --� EX T'�I XIS I x/ / / I�N� �_ 2❑❑❑❑❑R❑❑®11 ❑❑ LORD ❑D❑❑EEDE ❑R❑ ❑❑ ❑❑ ®❑❑❑❑❑❑D ®❑❑❑❑RD❑❑❑❑ ❑ ®❑ ❑❑❑ ❑❑❑❑❑❑ ❑❑❑❑M❑❑❑❑❑M❑❑❑ i I I W I�I I M - / ZI °� I x� z / I o ❑R❑❑❑®❑❑ ❑❑ ❑❑❑❑�®D ❑❑ ❑❑❑ ❑❑❑❑❑❑ ❑❑R❑®❑ ❑❑ ❑❑❑ ❑❑R❑❑ ❑❑❑❑R❑❑❑❑❑❑❑ ❑❑❑❑❑®❑❑ ❑❑❑❑R❑M❑❑❑❑ — awl I- — — —,I L — o / I- E EE❑❑❑❑❑❑D❑❑�❑ M❑❑❑❑❑❑❑R ❑❑❑❑❑R❑❑❑�❑ [200❑❑❑❑D ❑❑❑R❑❑❑D ❑❑❑❑❑ ❑❑D ❑❑❑❑��❑❑�❑❑ ❑❑R ❑❑❑ I 12LE1❑m❑M❑❑❑❑R ❑❑❑❑❑❑❑R❑ — — I w — �I— — LL — — �;\wV/ U ❑R❑EE❑❑❑ ❑❑❑❑❑❑❑ ❑R❑ ❑❑ ❑❑ ❑❑❑R❑❑❑D ❑❑❑❑R❑ ❑❑❑❑❑R❑❑❑E 0 ❑❑ ❑❑❑ D❑❑®❑ ❑❑❑EE❑❑R ❑❑D ❑❑❑ DEME ❑❑ ❑EM❑❑❑ ❑R❑ ❑❑R❑❑❑ ❑ ❑❑❑ ❑ E 71 EXIST W W — — — — T — — I- /% Ex. 8_w.�' WV U STALL INLET I' cal ❑❑❑❑❑❑❑0❑ ❑❑❑�❑❑R�❑ D���❑❑ ❑❑❑� M❑❑❑❑D❑❑❑❑❑ D❑❑R❑ < - ---- J� 15' UE DOC. I I C o ��L OT CTION I w ❑❑� ❑❑❑ ❑R❑❑�❑ ❑❑❑❑R❑❑❑❑❑❑ ❑❑ ❑❑❑R❑❑❑D ❑❑❑❑❑❑ ❑❑❑❑R❑❑❑R❑❑�❑ ❑❑D ❑❑❑EU�❑ ❑❑D�/l❑❑❑❑ LEE ❑ ❑R❑M I � D210020733, D.R.T. C.T. I I z I U.E.DOC,,D21OT20733 zw� I o DO El ❑R❑ED❑❑❑❑❑❑ ❑R❑❑®❑ ❑❑❑ ERE] ❑ ❑ LEI ❑ ❑❑❑❑❑❑❑ R❑❑=ED ❑❑D/❑R ODD =EE❑❑❑ ERE ❑ Ell ❑ ❑❑❑❑R❑❑D❑❑®❑❑ 5' U. E. 15' WATER ESMT. O WV D.R.T.C.T.� I ��� — W DOC. D210120922 DOC. D210120922 w v o cn 0- ❑ 1111111111 R❑❑ ❑ IR11D 1111 111111 ❑�❑❑ ' o� a, - I D.R.T.C.T. D.R.T.C.T. � I - EXI T FH _ _ _ _ ---- ,-' vAUL c ' EXISt EDGE OF J Nzg� I U ❑❑®❑❑❑®M]❑ ❑❑®❑❑RR❑❑ ❑R ❑❑❑EEDE EE] ❑R❑ ❑❑❑D = EEDEDDEDEEE ❑ =❑ ❑❑10 ❑R❑m❑❑❑❑❑® ®❑❑RM❑❑[M❑ — — — — — — — — — 636 ��,_,- 6 6,- � x �' COIJC PAVEMENT / I = ❑❑❑❑❑❑❑ D®❑❑❑❑❑D ❑❑D ❑❑❑❑ ❑ ❑❑ ❑❑❑ ❑R❑❑ED❑ ❑❑❑❑R❑❑❑❑❑❑❑❑❑❑=®❑ ❑❑RR❑❑ ❑❑D ❑❑❑=OR❑❑❑ ❑R❑ w PED 1/2" IRF � WV I 37--\ / I U E ❑❑❑❑1D❑R❑D ❑ ❑❑R❑ ❑❑ ❑❑❑ ❑R❑EH❑❑ ❑�❑ ❑❑D ❑❑❑R❑❑❑R❑ ❑❑❑❑❑❑❑M❑❑❑ ❑ HE ❑❑❑ ❑�❑ ❑❑ ❑❑❑❑❑❑❑❑❑ — »AREA" CAP / I ❑R❑❑EEE ❑❑❑❑R❑❑R❑❑❑[fit❑M❑❑❑❑❑❑❑❑❑❑ ❑R❑❑❑ ❑❑❑❑❑❑❑ ❑❑❑❑EE=11D ❑ ®❑ ❑❑RM❑❑❑❑❑ ❑R❑❑❑D ❑❑❑❑R 'N 89° 23' " E �4 J6' o�/ I I w o ❑RimR ❑❑ ❑iii❑❑❑❑❑R❑❑❑❑❑❑ ❑❑❑ ❑R❑m❑❑❑ 25' FIRE LANE DRNC &UTIL ESMT " , SET XIST 8" SS _ Sill Z ?F�-Xl — DO�D21e020733-D.R.�.T. — — INCONC �� / -- ST U.E. 5❑ ❑❑❑ ❑❑❑❑R❑❑❑❑R❑ R❑❑❑❑❑❑®®®❑ ❑❑ ❑❑R=❑ ❑❑❑ ❑❑®❑=❑ ❑❑RM❑❑®❑ ❑R®R ❑❑ ❑❑MM❑❑❑❑M❑❑❑ ❑❑25' coMMON AccEss ESMT EXIST. CONC. ,' SSMH f- E-XIS/T / I wDOC. D210120922 I� -- / SMFI \ �� ~❑❑❑❑❑R❑❑❑FM❑❑DOC. D210020733 D.R.T.C.T. ��� / D.R.T.C.T. I I U � � `�+ INSTALL INLET_ 1 J --�' - � — — — — — — — — PROTECTION / / , �s ❑ -1 I I z [❑ DOE] ❑❑❑❑R❑❑❑❑R ❑❑❑❑❑❑❑ R❑❑❑❑DEEDED ❑❑R IM❑❑❑M❑❑❑®❑ ❑❑❑ ERE ❑®❑ ❑❑❑❑R❑❑M❑❑❑❑R❑❑ ❑❑R❑® ❑❑D / [][]Ell][] []I] R❑❑❑1t❑D ❑❑ ❑❑M❑❑❑ ❑ ED❑ ❑❑❑ 11R❑11111111]❑1] ❑❑D R❑❑❑[EZ❑M❑❑❑❑ ❑❑ ❑❑❑ ❑❑❑❑❑ �7 ��� / — — - EXIST WM Jo��� / HEAD 15' UE ❑❑ D❑M❑❑❑❑ ❑❑ ❑Dm❑❑❑❑ ❑R❑❑❑R❑❑ ❑R ❑❑ R❑❑❑EDP❑ ❑ ❑❑❑R❑ ❑❑❑❑❑D ❑❑ IMER❑❑❑R❑❑ ED❑❑❑❑❑❑D ❑R ❑❑❑R❑❑ I / I WALL 25' FIRE LANE EE❑❑❑❑❑ ❑❑❑❑❑R❑❑❑®❑ I g I� "� • % / / I I DRNG & UTIL ESMT DOC. D2T.C.T. 33 ❑❑❑R❑❑❑❑/❑❑® W I N� I �, �� ^ I II � i\, � D.R.T.C.T. I I M❑®❑❑®❑D ❑R❑❑®❑ ❑❑ LORD ❑M❑❑❑❑R❑❑ ❑❑❑❑❑ ❑❑ ❑❑❑ R❑❑❑❑❑❑=®®❑ ❑❑ ❑❑❑ ❑❑❑❑R❑❑❑❑R❑ A E � � � o \ I I I DOC. D210020733 LLJ o i 636 'I ; , I�OP N i i ion 1/ 8 s D:R.T.c.T. `— — — — ❑❑❑❑❑ ❑❑❑❑R❑❑❑❑R [][][][][]Ell] ❑ ❑❑❑❑❑ ❑❑❑ ❑❑❑❑❑R❑❑❑�❑ D❑❑R� ❑❑❑❑[ID❑ ❑❑❑ ❑R❑ELF❑❑ ❑❑❑❑D❑R�❑❑❑❑❑ o P 9 i �ii IINLET w I ` o Ci' ��' BETA N IG �� I I D❑❑R® EMEID❑❑R❑❑❑❑UR❑❑❑EI] M❑❑❑R�❑❑❑❑❑®❑❑❑❑ ❑❑❑❑❑ ❑❑❑❑ ❑DEEDEEIE ❑R❑❑❑R❑❑ ❑R ❑❑®❑®❑ ❑❑❑❑M❑❑❑ BUILDITVG 3 ir�O / � �I I Iw I 20'x72' UE o I I o OWNER: MAHALO INVESTMENTS, LLC DOC. D210020733 ❑❑❑❑❑❑❑ R❑M❑❑❑D [MM❑D�❑❑❑❑❑ q4p11 Ei WALU I I w I D.R.T.C.T. w I�® ' �� I I EXISTING 1 STORY BUILDING III / ii I I I�w 11 I LOT 2 BLOCK 1 ® I 1 3,499 S.F. \ II , i I�� j w L — — — ❑❑❑❑❑ ❑❑❑❑R❑❑❑❑R ❑❑❑❑❑R❑M❑❑❑ ❑❑D ❑R❑❑❑R❑❑ D=❑❑❑❑ ❑❑ ❑®❑ ❑❑D ❑❑DEMEE111 ❑R❑M ❑R❑❑®❑ ❑❑❑❑R❑❑ OWNER: VAL PATEL 5' U. E. ®m EXISTING 1ILSTORY BUILDING FFE=636.50 \ �c�i / P0 I II • r� I I of , x o I I MEDICAL VILLAS AT TUSCAN CREEK Lot 18 DOC. D210120922 ®� i 4,087 S.F. 2 �fp/�// (0 � ;W 11 1 � / DOC. NO. D210020733 D.R.T.C.T. r� • = I I FFE=636.50 \ , �� o /` D.R.T.C.T. I 10❑ ❑❑❑D=❑❑R❑❑D ❑❑❑EEDEEID ❑R❑❑❑ ❑❑❑❑❑❑❑ ❑❑DR❑M❑❑❑❑❑D ❑R ❑❑DD❑D � ❑ M❑❑❑❑R ❑❑❑❑❑❑❑❑❑❑ ❑ ®❑ ❑❑❑ H. GRANBERRY SURVEY, A-581 ADDITION 0 C I Q \ !1 ^5 i I I / Doc. No. D210120922 n I /\ I , x ��� o i 1i/ / - I ❑❑❑❑❑ ❑❑❑❑R❑�❑ ❑❑❑❑❑❑ ❑❑ ❑R❑❑❑❑❑ ❑R❑❑�❑ ❑❑ ❑❑❑❑ ❑❑ ❑R❑DEE❑ � ❑❑M❑❑❑❑❑D❑ D.R.T.C.T. --� ®XI ----- I �� x o RETAINING/ EXISTING ZONING: 0 1 w I I 63I i i ; nil ,> 11 ❑ REELER ❑❑ ❑❑❑ ❑❑❑D❑❑❑❑❑ ❑❑❑❑ ❑❑R ❑�❑❑ ❑❑❑❑��❑❑� ❑ ❑R❑❑❑�❑❑❑ _ L.U.D. = OFFICE COMMERCIAL --------635---_ _ y /_ I 2" PVC i i :o/ WALL EXISTING ZONING: C-2� 1----------- ------ --- - I PIPE ' €o I I I i - - - - - - - - - - - -oE - 12❑ ❑❑❑R❑ ME ❑❑ ❑❑��❑ ❑❑D/❑R ❑Dm❑❑❑❑ ❑❑R❑❑❑❑ ❑ ❑❑❑R❑ ❑R ❑ ❑❑❑❑❑D❑ ❑R❑❑❑❑111111 R ❑❑� ❑�❑❑ L.U.D. = MIXED USE 633 ---- - --- ,' �, _TES' , 7.5' U.E. — LIE-/ ---- N�R_E_ FL ���'F3.E-T�+�1+i�+G' o/ �- - �I - ----—- - - - - CAB. A, SLIDE 12166 ® Doc. 3 , -WALL _ - - U - - — — 5' UE Doc. �210020733 D.R.T.C.T. - CONSTRUCTION ENTRANCE/EXIT P.R.T.C.T. -- D.R.T.0 -� % -- -- -- -- -- -- -- -.R -- -- --- �..............�...... -- NABLE TO SET, IN-BETWEEN .....-.....................................�.....� - .........v..o...�i...�.i� ....... 1 2" IRF W/ - - - - - - - - - ,S$9626 03 GAF �34.� �0 ' ❑❑❑ ❑❑❑❑R❑❑❑❑R ❑❑❑❑❑❑ ❑❑❑ D❑❑ ❑ ❑R R❑❑❑❑❑❑ ❑❑❑ ❑❑❑R❑❑❑❑❑ ❑❑D ❑ ❑❑❑ ❑❑D1MEi[1❑ "RPLS4888' CAP — — — — 1 /2" I IRF BEARS S 16`21' E-0.35' _ - - _ I DOUBLE FENCE — — 1/2" BENT IRF W/ "AREA" CAP 7�NEW — ❑R M❑D ❑❑❑ ❑❑❑❑❑❑D ❑❑❑ ❑❑� ❑❑❑❑❑❑ ❑❑❑❑ ❑❑❑ ❑❑❑ ❑❑❑❑❑❑ ❑R ❑ ❑❑❑ M❑D ®❑❑�❑BEARS N 17.29' E - 0.90' 8' WOOD � � - - - - - - � — ❑R❑❑❑❑D Ell I][] ❑❑❑ ❑❑❑❑ED R❑❑D❑ ❑❑dR❑❑❑❑❑ ❑R❑M ❑❑❑ ❑ ❑❑❑D❑❑ ❑ ❑❑❑R❑❑[[[]❑ ❑❑❑❑❑ Lot 'I I I I STRATFORT PARCEL 15' DRAINAGE & U.E. ❑❑❑ ❑❑ ❑❑❑❑❑ ❑D ❑❑ DR❑® DURDEDO❑ ❑❑❑ ❑EE❑ ❑ EE❑❑❑❑ ❑❑❑❑ ED❑ ❑❑R❑❑❑❑ ❑❑❑❑❑❑R ❑M❑ FENCE CAB. A, SLIDE 9334 STRATFORT PARCEL 15' U. I Block 1, Cabinet A, Slide, 9334, P.R.T.C.T. P.R.T.C.T. ❑❑❑ ❑ ❑❑��❑ ❑ ❑ ❑❑R❑❑❑DIM11❑❑❑❑�❑❑ I � � � I I Block 1, Cabinet A, Slide, 9334, P.R.T.C.T. I CAB. A, SLIDE 12166 P.R.T.C.T. EXISTING ZONING: SF 20A CASE NUMBERZA18-0030 I � "L.U.D. = MEDIUM DENSITY RESIDENTIAL" EXISTING ZONING: SF 20A I 50' DRAINAGE & U.E. I Lot 6 Lot 5 Y JBELMONCH LAKE WOOD "L.U.D. = MEDIUM DENSITY RESIDENTIAL" CAB. A, SLIDE 9334 Lot ; I } c=jCCHA EL owNHURCSNur P.R.T.C.T. I Lot 9 Lot 8 = N ANAMO z $ MAINT. SCHEDULE FOR INTEGRATED STORM WATER MANAGEMENT N _ z 3 LOVE -HENRY i �i -' ❑❑❑ ❑R❑❑®❑ ❑❑D ❑❑D[M❑❑❑ ❑❑❑❑R❑❑❑ ❑❑❑❑❑❑❑ =EDDEE❑D ❑❑❑R❑ 2 ❑ ❑❑❑❑ ❑❑D -1 ®❑n 2E❑❑❑R❑ ❑❑❑❑R ❑ ❑❑❑RM ❑❑❑❑❑ ❑❑0[5 :EEDEL ❑R M❑R❑ ❑❑ ❑❑❑❑R❑ ❑❑❑❑ ❑❑❑ D❑❑ED❑❑ ❑R❑ El❑R❑E❑❑ AN SAB ss'O � 00 ❑❑❑❑❑ ❑R❑E EDO ❑R❑❑ ❑2100 ❑ED ED❑❑❑❑❑®❑❑ ❑❑❑❑❑ ❑❑❑❑11E❑ ❑❑ DO ❑❑ ODE ❑ ED❑❑ DIAMOND DETI❑❑R❑❑D ❑R❑❑ ❑ 01F]1 ❑ED pFARC EMERALD 1Efl[[I]❑❑R11❑D ❑R❑❑❑ ❑❑ ❑❑❑ ❑❑❑❑❑R❑❑❑[[[]❑ ❑III]❑ Ell] ❑❑ ❑❑❑❑ 11111111111111 ❑ LE] ❑11111111❑D❑ 2❑❑R❑❑❑ ❑❑❑D ❑❑R DEL ROD ❑ ❑❑M❑❑❑R®❑❑ ❑❑❑❑ERE ❑❑❑❑❑❑D Ell ❑R❑❑®ED❑❑®❑❑ SOUTHLAKE ❑�❑ BLVD R R R M R ❑❑❑❑®❑= ❑❑❑❑❑❑❑ ❑❑ LEI [IRE ❑RLMR ❑❑ ❑❑❑❑❑R❑❑❑®❑[ ❑❑❑ ❑❑ ❑❑❑ ❑z❑R❑ 21 ❑z❑❑z❑52 ❑❑❑❑❑ 21 ❑EI1❑5[2❑❑❑ ❑❑M❑ ❑ ❑❑❑R❑ ❑❑ ❑l ❑1D5Ell ❑l ❑ ❑❑❑R❑❑R [Ill MM❑❑z❑❑z❑❑❑ ❑1❑❑E221111❑❑5 ❑LIM❑ 111111111111111111111111 ❑1❑z❑❑z012 ❑❑ ❑ ❑ ❑ EI]❑❑ ❑ M M ❑ ❑ FITI ❑ ❑FM ❑ ❑ ❑ ❑❑❑FF❑❑FF❑❑n ❑❑❑❑R ❑❑❑❑❑R1111 D❑❑EM❑R❑❑ Ell ❑❑21571❑❑[ ❑❑❑ ❑❑❑R❑❑ ❑❑MM❑❑z❑❑z❑❑❑ Ill ❑z12zD12 ❑R ❑❑ ❑ ❑ ❑ ❑❑ Ill][][] 1111111 ❑1 1=111 El 5 ❑l -❑RTI❑❑ ❑❑❑II]❑❑RMI❑❑ ❑❑215❑❑T❑5❑ ■ ■ ■ 111 ■ 11111 ■■D■'■'■■■D ■■■■■■■■■ ■■■■■ ■■D ■■■'■■■D ■ LIE ■■'Ell 111 ■'■■■■■■■'■■■■' ■■ ■■ IIEE ■■■■■ ■■■■■■1■ ■■D D■■■■ 11'111' ■■ ■■■■■'■■■1■■■ FRANCHISE UTILITY LOCATOR SERVICES CALL TEXAS ONE AT 1-800-245-4545 OR LEGEND UTILITY LOCATOR AT 1-800-DIG-TESS O nR❑❑❑R❑❑ ❑❑R❑❑R NOTE: 1. ALL WATER METERS, WATER VALVES, SANITARY SEWER CLEANOUTS AND MANHOLES, SHOWN ARE EXISTING ❑ ❑❑❑R ❑❑❑❑❑ AND NEW ONES ARE NOT REQUIRED FOR THIS PROJECT. NORTH V `� ❑W ❑ ❑❑❑R M❑❑❑R Z 2. THE CONTRACTOR SHALL CONNECT PROPOSED WATER SERVICE LINES TO EXISTING METERS. v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v = 55.41' W. SOUTHLAKE BOULEVARD 2'x3' COMM. R=5794.581, 1(R.O.W. VARIES) VAULT CB=N 850 33 01�� E 2'12"CD=155.41'--------------------------------- `-_ _T CONC. SDWL-K D=010 3--------- -- -- - ----------- S 890 08' 12" E Tx DOT 31.45' ALUM. DIS f� MONUMEN _ _ EXIST PP SDWLK J.E.CHURCH" (C.M.) — c -- — — 1/2" IRF W/ EXIST CONC. EXIST SIGN _ — — — — — — -- 10 UE DOC. D210020733, — _EXIST PP (D AREA" CAP - - - — — — — — — — 20m❑❑❑❑R❑ORD 20 10' U. E. r U.E. CAB. A, SLIDE 1515 DOC. D.R.T.c.T. D2.C.T. 33 I P.R.T.C.T. EXIST. CONC. EXIST FH FUTURE CROSS EASEMENT ACCESS WV / EXIST, CONC. [10tR Liu ❑❑z ❑ Li Li ❑ ❑R❑ ❑ ❑❑❑❑❑ 30 15 0 30 60 U) 1 0 �t Q o d o E 0 ❑❑❑ ❑R ❑❑❑❑ � z -��o � ❑❑❑ ❑ RE] SCALE 1" = 30' W W W o X �'� a) M w .� ❑E ❑ ❑ ❑ z ❑❑R❑❑ M❑❑❑R Z m 4 ❑❑❑ ❑z❑ M❑R❑❑R (' W Q~NN o Q _ - - ❑T ❑❑MM❑❑z❑❑[ID❑ ❑❑D❑❑❑❑❑ Z a .. X o Q < _ _ 4 ❑❑D❑R❑R❑❑❑D ❑❑MM❑❑z❑❑z❑ M❑R❑❑R W Ix LC) c� _ W _ Z 10' UE I DOC. D210020733, D.R.T.C.T. _ � I C O ❑ FIE] ❑❑❑❑❑ T❑❑z❑R❑ ❑❑❑ ❑R M❑❑❑❑❑❑ ❑z❑ N u' FIRM REGISTRATION#:F-3421 � LO ❑R❑❑❑❑❑D ❑❑[ED Fill ❑ CD w ❑R❑ Fir] ❑❑D ❑❑❑❑R❑❑❑ ❑FD❑❑ ❑❑❑ Cf) i R❑ ❑❑ ❑❑D ❑D❑ R❑M❑ 1= a O / w O J CD WIRE 250FIRE HOSE RUN / �— I WATER NOTES FENCE O J.E. I U �250 I DOC, D210020733 / 5' U. E, F- � T o o D.R.T.C.T. 1 ❑ ❑❑❑ ❑ ❑❑❑R ❑z❑❑ ❑❑❑❑❑ ❑❑ ❑❑❑ ❑z❑ ❑❑❑❑❑RMz❑ LIE ❑❑ ❑ ❑ ❑❑❑❑D❑RD ❑LD00 ❑DRE1 ❑MzUMLIM❑❑ z❑ > C"A CAB. A, SLIDE 1515- R.R.T.C.T. Cn / ❑❑❑ ❑❑❑❑❑❑R❑❑❑❑R❑ ❑❑❑❑❑D ❑❑D Dzz❑❑❑❑❑D z ❑❑❑❑RD❑❑❑❑ ❑ z❑ ❑❑❑❑❑❑ ❑❑D❑❑❑❑❑❑❑❑ ❑❑❑R M❑z❑ m M CD w I TO HAVE A MINIMUM OF 42" COVER TO THE TOP OF PIPE. SERVICE LINE CONNECTORS SHALL BE cfl 5m❑❑❑❑R❑❑RD 15TTF❑ u / I O v I o OWNER: MAHALO INVESTMENTS, LLC ° I I ❑❑M❑R❑❑❑z❑�❑❑❑ ❑ z❑ ❑❑❑z❑❑❑❑ ❑❑❑❑❑❑❑❑❑ ❑z❑R❑❑ e X Cn ❑ LOT 2, BLOCK 1 Ca OWNER: RUFFNER-RUFFNER, LLC N w I o o MEDICAL VILLAS AT TUSCAN CREEK 2❑ ❑❑❑ ❑ ❑❑❑R nz❑❑ ❑❑❑ ❑❑D❑R ❑❑ ❑❑M❑❑❑ Ell] ❑❑ ❑❑❑❑❑❑D z ❑❑❑D nnD ETn❑❑�❑ ❑❑❑❑❑ -1 IT ❑❑❑❑❑❑ Mni Rom❑ o Lot 1 , Block 1 , zo � v I-- _ DOC. NO. D210020733 I I ❑❑M❑❑❑❑❑D n❑ 1150 ❑❑❑❑D❑RD ❑R❑❑❑❑R DEIn❑z❑❑ N REUTLINGER ADDITION I a - W z W o D.R.T.C.T. / I _ O w � Q �_0 Cabinet A Slide 1515 Q � � H w � - � J �, 3. WATER SERVICES SHOULD BE LOCATED 10 UPSTREAM OF THE SANITARY SEWER SERVICES. EACH LOCATION IS �— Cis IllI I P.R.T.C.T. I Q 0 D o �, EXISTING ZONING: 0-1 / _ --1 n❑ ❑❑❑M❑❑D ❑❑ ❑❑❑ ❑❑R❑ ❑ �❑ 2" ❑z❑ ❑-I- j-R "❑ "❑ � o U o I �- o D_ o I co z Y I N, I � M o L.U.D. = OFFICE COMMERCIAL o Q INSTALL. w a L 0 I 04. ALL SERVICES TO THE METER TO BE MINIMUM 1" SDR-9 CLASS 200 POLYETHYLENE. Q 1- FIRE HYDRANT I z M I N / / O I cn � � / o> I � 5❑ ❑❑❑ ❑ ❑❑❑R ❑❑❑❑❑❑ ❑❑❑❑LIED ❑ z❑z ❑❑❑❑M❑❑❑ ❑R❑❑❑ ❑❑❑❑❑ ❑❑ ❑Dm❑LED ❑❑ ❑z❑❑ ❑R❑D❑ ❑❑ ❑❑❑ ❑❑❑z❑ LO p 4" PVC o ❑❑❑❑R❑❑❑❑R❑❑❑❑ ❑❑❑z❑ ❑❑❑❑R❑❑❑❑R ❑❑❑❑❑❑❑❑❑❑R❑❑❑ Li ❑❑❑�❑❑❑❑❑❑R❑❑❑ ❑❑❑❑❑ ❑❑❑❑ EXISTING ZONING: C-2 Mi 2 Q EXIST PIPE / o� off. 10 Wes~ I` U ❑ ❑❑❑❑z❑z❑❑ ❑❑D ❑❑❑D❑ ❑❑❑❑❑❑❑❑❑M❑❑❑ ❑❑❑ R❑❑❑z❑R ❑❑❑❑D❑❑ 4 w w VAULT t / � � "L.U.D. = OFFICE COMMERCIAL" 0 250' 0 SSC oo� c PRIVATE ° O 2 EXIST J EXI - z/ REMOVE EXISTING 1" CAP �_Uo C° C Z 6�� W BY IU WM ICI I U. WM � X / / AND EXTEND 1 WATER LINE o I 7. FOR VALVES INSTALLED 4 AND DEEPER, EXTENSION WITH CENTER RING 2 OR LESS IS REQUIRED. x Lu w z / / TO BUILDING I a� I I 12z1❑m❑M❑❑❑❑R ❑❑❑❑❑❑❑R❑ BORE ONLY — —{ — — —I WV o / - E ❑❑❑[R❑ D❑❑❑R❑M❑❑❑ ❑❑Rz❑❑❑R ❑❑❑❑❑❑❑®❑❑ FED❑❑❑❑❑❑❑❑❑ ❑z❑ z❑❑ ❑❑❑R❑ ❑ �❑ ❑ EO D_i-IR❑❑ D❑❑ ❑ ❑❑❑❑❑ ❑dVl❑❑❑ ❑R❑ ❑❑R❑❑❑ ❑ ❑❑❑ ❑ z❑ T — _LI — — — — — — U ❑❑D ❑ ❑❑❑ ❑ ❑❑ ❑❑z❑ ❑❑❑❑ EXIST W r EX. 8" W.L. `" E- Q o r° ❑❑❑1D M❑❑❑❑D❑❑❑❑❑ D❑❑R❑ �O — — — — WV - WV U EY/IST I � N \ � --- x I I I 5' U. E. 15' WATER ESMT. DOC. D210120922 DOC. D210120922 --D.R.T.C.T. D.R.T.C.T. - - - - - t �I 15' UE DOC. z I w DE CURB INSTALL: I w J ( ❑❑ ❑❑❑ ❑LRLI D❑❑❑R❑M❑❑❑ ❑❑❑❑❑❑❑z❑❑ ❑❑R ❑❑❑ ❑❑Rz❑❑❑R ❑❑❑❑❑M M❑❑❑ LIE ❑ z❑� 100 ELIDE❑❑ ❑ ❑LRLI D210020733, D.R.T.C.T. LET X �� 1- DETECTOR CHECK z Q ❑❑DR❑❑❑ ❑❑D ❑ Fill] ET 50 ❑❑❑❑ El El zR❑ D❑❑❑R❑M❑❑❑ ❑❑❑❑❑❑❑ I,� z DO D210 733 WV 1- 6" FIRE LINE Q w w X , D.R.T. T.� ��L-F w 10❑❑❑❑ R❑❑❑[REID D❑❑❑❑❑ ❑❑❑❑❑ ❑❑❑❑ ❑❑❑❑ D❑❑z❑ ❑❑R ❑❑❑ ❑❑Rz❑DER ❑❑❑❑❑M ❑❑❑❑❑❑❑ ❑❑❑❑❑❑D ❑❑ ❑❑❑ W 250 FIRE HOSE RUN J 1- 900 BEND N I I M �VAUL° �\ EXI T H _ Rz❑R z ❑❑❑ RIMER � ❑ z❑z 100 ❑❑❑❑ ❑❑ ❑❑❑ ❑ ❑❑❑R M❑z ❑❑D z ❑ ❑z z z ®❑❑❑❑❑D 100 ❑❑❑❑EfZz❑R n S E 0 CONNECT TO EXIST 6" I I U o x �� CO C A M WATER NQQ R❑❑M❑ ❑❑❑❑❑ ❑❑ ❑ Mz[AALIM ❑❑5z5= ❑❑❑ D❑❑❑❑❑ ❑❑❑❑❑ ❑❑❑❑❑ � ❑❑❑ ❑❑❑❑❑❑D ❑❑ ❑❑❑ Rz❑R ❑❑D ❑ w EXISTING PED 1/2" IRF '^( WV PRIVATE "AREA CAP \ _ 6 SS N 890 23' E 4 .76' 25' FIRE LANE DRNG &UTIL ESMT•-•-.....'--'-"'-"-'--_'-"`-""""""""j; "X" SET S EXIST 8" SS — — DOC-.-D21fre-2073�D.R.tt.T. — - - I` INCONCEX -' 25' COMMON ACCESS ESMT EXIST. I EXST SSIMH 24' FIRE LA . CON�E�XI DOC. D210120922 D.R.T.C.T. SSM I / / I to EXIST WM INSTALL: I� o / 1- 8"X6" TEE I J \ o E�N / 1- 6„ GATE VALVE lo� U DE I T 1- 8 GATE VALVE I J°' P R 11 1N I.L BUILDING 3 W " I EXISTING 1 STORY BUILDING E ALL o 3,499 S.F. ri OWNER: VAL PATEL BUILDING 2 FFE=636.50 0 5' U.E. � i� I EXISTING 1 STORY BUILDING / Lot 1 8 DOC. D210120922 0 1 4,087 S.F. T" C PI D.R.T,C.T. i I FFE=636.50 H. GRANBERRY SURVEY, A-581 ADDITIONLLJ ® I ❑ o Doc. No. D210120922 D.R.T.C.T. I / I - RE T INING 5m❑❑❑❑R❑❑RD I 15I — 2" P ❑ c ILL EXISTING ZONING: C-2 0 I IP "L.U.D. = MIXED USE" 7. 5' U.E. O 15' UE OR FLU E R INI19 CAB. A, SLIDE 12166 ® N DOC, D210020733 0E❑ ❑ D 1 ❑ ALL _ P.R.T.C.T. D.R.T.C.T. � UNABLE TO SET, IN BETWEE N 1 /2" IRF BEARS S 16.21' E-0.35' S 89 26 03 W 234.26 _ DOUBLE FENCE - — — — 1 /2" BENT IRF W/ "AREA" CAP - BEARS N 17.29' E - 0.90' NEW 8' WOOD Lot 1 I FENCE STRATFORT PARCEL STRATFORT PARCEL 15' u.E. Block 1, Cabinet A, Slide, 9334, P.R.T.C. � �' Block 1, Cabinet A, Slide, 9334, P.R.T.C.T. I GAB. A, SLIDE 121e�5 I P.R.T.C.T. � ,.. � � "L.U.D. EXISTING MEDIUM ZONING: DENS•ITY FRES RESIDENTIAL" EXISTING ZONING: SF 20A 50' DRAINAGE & U.E. "L.U.D. = MEDIUM DENSITY RESIDENTIAL" CAB, A, SLIDE 9334 Lot 8 P.R.T.C.T. I Lot 9 i CITY OF SOUTHLAKE MONUMENT 30: GEODETIC DATA WGS 84 POSITION: LATITUDE: 32 56 37.12765, LONGITUDE: 97 09 25.00831 ELLIP HGHT: 549.50 CITY OF SOUTHLAKE MONUMENT 36: GEODETIC DATA WIGS 84 POSITION: LATITUDE: 32 56 28.72525, LONGITUDE: 97 08 58.47623 ELLIP HGHT: 584.92 z a, MILILMEM Li Li ❑z❑= z z ❑❑ ❑❑❑ Rz❑R❑ U E / I 0 z- �/ I z > SANITARY SEWER NOTES: / U.E. ° DOC. D210020733�� 1-T ❑❑❑�❑R❑ ❑❑❑ ❑R ❑❑❑ ❑®❑ ❑❑❑❑❑ ❑❑ ❑DR -5 z D❑❑❑❑ ❑ Li ❑z❑ � 10 ❑❑❑❑ OR ❑❑❑❑ ❑❑D ❑DR 2❑ LLDD❑❑❑❑ Li Li ❑z❑ �••� -- I U 2❑ [][IT][]❑❑ ❑ ❑❑D❑R ❑❑❑❑M❑❑❑ ❑❑❑❑❑ ❑❑ ❑❑DD❑D ®❑❑❑❑❑ �❑R ❑❑❑❑❑Rd 7111DR�❑ Ell D❑❑�❑D ®❑❑❑M D[2121 ❑ HEAD — + WALL 25' FIRE LANE 15' UE I ❑❑D ❑❑❑❑❑D ❑❑ D[�❑❑❑❑D ❑❑❑R❑z❑❑❑❑❑❑z❑ ❑❑❑❑❑ ❑❑ ❑❑❑❑❑❑ M❑❑❑Rz❑ ❑❑M❑❑❑❑❑D [ill❑5❑ ❑❑❑❑D❑RD DRNC & UTIL ESMT DOC. D210020733 ❑R❑❑❑ ❑❑❑z❑❑ ❑R D DOC. D210020733 D.R.T.C.T -�— — LIE❑❑❑❑R ❑❑M❑❑❑❑z❑ ❑❑ ❑❑❑❑❑❑❑z❑ �EMEE]DR❑❑❑ ❑LREEL❑❑R❑❑❑❑R ❑❑❑❑❑❑❑R❑❑RM ❑ ❑❑❑❑❑zz❑ �❑❑❑❑❑z❑ ❑❑D ❑R❑❑ID❑ ❑�❑❑❑❑❑❑ [ill❑❑❑ ❑❑❑❑z ❑ ❑R❑❑D❑❑❑R❑M❑❑❑m❑❑❑❑❑❑z❑ ❑❑❑❑�❑ ❑❑❑❑❑❑n 20'x72' UE OWNER: MAHALO INVESTMENTS, LLC I DOC. D210020733 I ❑❑R❑❑RM❑D Ell] ❑❑❑❑zzD ®❑❑❑❑z❑❑❑❑Dzz❑❑❑ LOT 2, BLOCK 1 D.R.T.C.T. MEDICAL VILLAS AT TUSCAN CREEK ❑❑ ❑2" [][IT][]❑❑❑❑❑R"❑" ❑❑❑❑❑❑❑ ❑❑❑M❑❑D Ell]❑❑❑ ❑❑R❑ ❑❑ MERE] ❑❑❑ ❑❑❑❑❑z❑ ❑❑ ❑❑❑ ❑❑❑ FIR ❑❑R❑z❑❑❑ MARK DATE DESCRIPTION DOC. NO. D210020733 D.R.T.C.T. I 5❑ ❑❑❑❑R❑❑❑❑❑❑ ❑❑❑❑❑❑❑ ❑❑M❑❑❑❑z❑ ❑❑❑❑❑D ❑❑ ❑❑❑ R❑❑❑ ❑❑ ❑❑❑ ❑❑❑❑ ❑❑R ❑00 ❑z❑❑❑ ❑R❑❑❑❑ ❑❑R ❑z❑❑ / I ❑z❑❑ ❑❑❑❑❑❑❑ ❑❑ Li REELER ❑❑❑❑ 12" ❑❑❑❑❑❑❑❑❑❑❑ ❑❑❑❑❑❑❑ ❑❑❑❑❑❑R❑D ❑❑ LE LIE ❑❑❑❑❑ ❑❑ ❑Dm❑❑❑❑ ❑EE❑❑ EXISTING ZONING: 0-1 ❑R❑ ❑❑❑DIRD[]D❑❑ ❑❑❑R ❑❑❑ ❑R❑❑z❑❑ ❑z❑❑ "L.ID. = OFFICE COMMERCIAL" I 1111111111 ❑❑R❑z❑ ❑®® ❑❑ ❑❑ ❑❑z❑z❑ M❑❑❑❑❑❑ M❑❑❑ Ell]❑❑R❑❑ DProject Number 2017.07 p ❑❑ ❑Rz❑❑❑ ❑❑❑z❑R❑ ❑❑❑ ❑R ❑❑R❑z❑❑ ❑❑❑D ❑ ❑❑❑M❑z❑ ❑❑RMz ❑❑D M❑❑❑ ❑❑ z❑❑❑❑❑❑D ❑❑ ❑❑MDLI - Original Issue 10/01/1- E z❑❑❑❑❑z❑❑❑RzR❑❑❑❑Rz❑❑ 5' UE DOC. D210020733 D.R.T.C.T. _ _ ""`�� *�'�E OF TPs ++t 1 /2" IRF W/ � iZABLON 0. MMBIFWAi RPLS4888 CAPI 15' DRAINAGE & U.E. CAB. A, SLIDE 9334 T P.R.T.C.T. I I I I Lot 7 2O PROPOSED 15'X22' WATER EASEMENT Lot 6 Lot 5 I ❑ ❑❑❑R M❑❑❑R ❑❑❑❑D❑❑❑ FID ❑❑❑❑ ❑z❑ ❑❑❑ ❑ FIE] ❑❑❑ ❑❑❑ FIE ❑❑ ❑R 10 D❑M 1" 1 ❑❑❑ EJ' 20 D❑M 1" 1 ❑❑❑ 0 D❑M 1" 1 ❑❑z❑z❑ 0 D❑M 1" 1 ❑❑ LE] ❑ LLD ❑ CASE NUMBER ZA18-0030 I18272 'IFS 11/12/2018 Y BELMON WILDWOOD o J a- CHURL CHESNUT LAKE WOOD Sheet Name a CHA EL OWN _ 0 1 ALA I 1< z z \B N aD DIAMOND N EMERALD UTILITY PLAN SOUTHLAKE 1: -i-- I �BLVD Sheet Number White Chapel Cemetery C-6 z NORTH a Project Status VICINITY MAP i- LILAC SOUTHLAKE, TEXAS z < NOT TO SCALE J MAPSCO 29A-E C.N. 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DISCHARGES FROM FIRE FIGHTING ACTIVITIES (FIRE FIGHTING ACTIVITIES DO NOT INCLUDE WASHING OF TRUCKS, RUN-OFF WATER FROM TRAINING ACTIVITIES, TEST WATER FROM FIRE SUPPRESSION SYSTEMS, AND SIMILAR ACTIVITIES); * UNCONTAMINATED FIRE HYDRANT FLUSHINGS (EXCLUDING DISCHARGES OF HYPERCHLORINATED WATER, UNLESS THE WATER IS FIRST DECHLORINATED AND DISCHARGES ARE NOT EXPECTED TO ADVERSELY AFFECT AQUATIC LIFE), WHICH INCLUDE FLUSHINGS FROM SYSTEMS THAT UTILIZE POTABLE WATER, SURFACE WATER, OR GROUNDWATER THAT DOES NOT CONTAIN ADDITIONAL POLLUTANTS (UNCONTAMINATED FIRE HYDRANT FLUSHINGS DO NOT INCLUDE SYSTEMS UTILIZING RECLAIMED WASTEWATER AS A SOURCE WATER); WATER FROM THE ROUTINE EXTERNAL WASHING OF VEHICLES, THE EXTERNAL PORTION OF BUILDINGS OR STRUCTURES, AND PAVEMENT, WHERE DETERGENTS AND SOAPS ARE NOT USED AND WHERE SPILLS OR LEAKS OF TOXIC OR HAZARDOUS MATERIALS HAVE NOT OCCURRED (UNLESS SPILLED MATERIALS HAVE BEEN REMOVED; AND IF LOCAL STATE, OR FEDERAL REGULATIONS ARE APPLICABLE, THE MATERIALS ARE REMOVED ACCORDING TO THOSE REGULATIONS), AND WHERE THE PURPOSE IS TO REMOVE MUD, DIRT, OR DUST; UNCONTAMINATED WATER USED TO CONTROL DUST; * POTABLE WATER SOURCES INCLUDING WATERLINE FLUSHINGS (EXCLUDING DISCHARGES OF HYPERCHLORINATED WATER, UNLESS THE WATER IS FIRST DECHLORINATED AND DISCHARGES ARE NOT EXPECTED TO ADVERSELY AFFECT AQUATIC LIFE); UNCONTAMINATED AIR CONDITIONING CONDENSATE; UNCONTAMINATED GROUND WATER OR SPRING WATER, INCLUDING FOUNDATION OR FOOTING DRAINS WHERE FLOWS ARE NOT CONTAMINATED WITH INDUSTRIAL MATERIALS SUCH AS SOLVENTS; AND LAWN WATERING AND SIMILAR IRRIGATION DRAINAGE. -11YPE,fC11L0,f/NA7E0 K,4TEP (IJ S MG/L OR 0,fEA1-f f OF FREE CHLOWINE) /RES11Z71N6 FROM W,,4TERL/NE S7f flZ/ZAT/ON SHALL BE OECHLOR/N,4TE0 AND NOT EXPECTED TO AOVf fSEL Y AFFECT AQUAT/C L/FE. NOTE: 1. DISTURBED AREAS, INCLUDING HOUSE LOTS ON WHICH CONSTRUCTION ACTIVITY HAS CEASED(TEMPORARILY OR PERMANENTLY), SHALL BE STABILIZED WITHIN 14 DAYS UNLESS ACTIVITIES ARE SCHEDULED TO RESUME WITHIN 21 DAYS. 2. MAINTENANCE AND INSPECTION PROCEDURES: CONTROL MEASURES WILL BE INSPECTED AT LEAST ONCE A WEEK OR WITHIN 24 HOURS OF ANY STORM EVENT OR 0.5 INCHES OR GREATER. GREATER. IF A REPAIR IS NECCESSARY IT WILL BE DONE AT THE EARLIEST PRACTICABLE DATE BUT WITHIN 48 HOURS. PROJECT NAME & LOCATION: The Porc, W. Southlake Boulevard, Southlake, Texas OPERATOR NAME & ADDRESS: Chad Anderson, W. Southlake Blvd., Southlake Texas DETAILED PROJECT DESCRIPTION: This Project Involves New Construction For 1 Site Building. TOTAL PROJECT AREA: 87,120 SQ FT TOTAL AREA TO BE DISTURBED: 9,124 SQ FT ESTIMATED PROJECT START DATE: DECEMBER 2018 ESTIMATED PROJECT END DATE: J U N E 2019 EROSION & SEDIMENT BMPS' Silt Fence, Stabilized Construction Entrance, Vegetation, Mulching, Dust Control, Inlet Protection HOUSEKEEPING BMPS' Debris & Trash Management, Chemical Management, Concrete Waste Management, Concrete Sawcutting Waste Management, Sanitary Facilities STABILIZATION PRACTICES: Established Vegetation, Mulching, Paving, Londscoping NOTE: BMPs to be used shall be those from the most recent version of the "NCTCOG" ISWM Design Manual for Construction". SIGNATORY REQUIREMENT I CERTIFY THAT THE INFORMATION PROVIDED IN THIS DOCUMENT REPRESENTS EROSION CONTROL MEASURES PLANNED FOR THE SUBJECT PROJECT AND IS TRUE, ACCURATE AND COMPLETE TO THE BEST OF MY KNOWLEDGE AND BELIEF. I FURTHER CERTIFY THAT I UNDERSTAND MY RESPONSIBILITIES UNDER THE CONDITIONS OF THIS EROSION CONTROL PLAN. PROJECT OPERATOR: PRINTED NAME: CHAD ANDERSON TITLE: OWNER/DEVELOPER REPRESENTATIVE SIGNATURE: PREPARED BY: ZJM ENGINEERS, INC. V N_ Z N I�1 z 0 Ld Q0� 0 0 �� Ce J 0 W 0 ; NL �,W W oQ�r- �wl\co E- Z~NN iz H o W Dl�rnrn i_ o Z a a _J-iX 3 Cl�_ W Q W • �Q~L� W z rot z z N W FIRM REGISTRATION #: F-3421 0 LO 0 0 ❑ ❑ ❑ ❑ ❑o❑❑ ❑� o0 8 � ❑ u MARK DATE DESCRIPTION Project Number 2017.07 Original Issue 10/01 /1 iZABIAN 0. MMBIFWAi �+i-Oy 82729 y,�i 11 /12/2018 Sheet Name EROSION CONTROL DETAILS Sheet Number C-7 Project Status C.N.ZA18-0030 ❑❑ ❑®❑ER❑❑❑D❑d❑1 d ❑D❑ ❑ 1111 ❑❑❑❑M❑❑ ❑ /- ❑❑❑❑❑ ❑❑❑DEll ❑ 1m1❑ ❑❑❑❑❑❑ ❑RID Q nR❑❑❑® ❑❑®❑ ❑❑R[Hi❑❑ 510" CID❑❑❑ ADA PARKING SPACE 1 -mu F IMI PAVEMENT STRIPING DETAIL N.T.S. WHITE REFLECTIVE TRAFFIC PAINT N H.C. PARKING SIGN 0 a DRIVEWAY DIRECTIONAL ARROW DETAIL NrS ❑EEI]❑❑ ❑❑❑❑❑❑❑ ❑❑ 1/2" ❑❑M®❑❑❑D D❑❑❑❑❑ ❑/ ❑❑®❑❑D ❑❑M❑❑❑ ❑❑D ❑❑❑❑❑R[Ell ❑ ❑R❑❑CD❑ ❑❑❑ ❑RE❑ ❑❑R ❑❑❑❑ ❑❑❑D[E❑❑ ❑❑R❑Ell ❑ ❑❑❑❑❑❑ ❑❑❑❑❑D ❑ ❑❑RD❑R ❑❑R❑❑❑ ❑❑❑❑❑R❑❑❑D ❑❑ ❑[[[]❑ ❑❑M❑❑❑ ❑❑ ❑1111❑ ❑ ❑ ❑❑❑❑ ❑❑❑❑❑R❑ ❑❑D ■■ ■P11,9 m 19 mill, ■■■■■m■ n m 5.0000 H.C. SIGN ❑E❑U❑