SITE PLAN NOTES 1. MECHANICAL EQUIPMENT SHALL BE FULLY SCREENED FROM VIEW WITH HEDGE.

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2 SITE PLAN NOTES FLOOD STATEMENT BY 1. MECHANICAL EQUIPMENT SHALL BE FULLY SCREENED FROM VIEW WITH HEDGE. 2. DUMPSTER SCREENING SHALL BE OF SIMILAR COLOR, MATERIAL, AND DESIGN AS THE PRIMARY STRUCTURE. 3. THE CITY OF BURLESON IS NOT RESPONSIBLE FOR THE DESIGN, CONSTRUCTION, OPERATION, OR MAINTENANCE OR USE OF ANY STORM WATER STORAGE FACILITY AND ASSOCIATED DRAINAGE EASEMENTS HEREINAFTER REFERRED TO AS IMPROVEMENTS, TO BE DEVELOPED AND CONSTRUCTED BY DEVELOPER OR SUCCESSORS. DEVELOPER WILL INDEMNIFY, DEFEND AND HOLD HARMLESS THE CITY OF BURLESON, ITS OFFICERS, EMPLOYEES AND AGENTS FROM ANY DIRECT OR INDIRECT LOSS, DAMAGE, LIABILITY OR EXPENSE AND ATTORNEYS' FEES FOR ANY NEGLIGENCE WHATSOEVER, ARISING OUT OF THE DESIGN, CONSTRUCTION, OPERATION, MAINTENANCE CONDITION OR USE OF THE IMPROVEMENTS, INCLUDING ANY NON-PERFORMANCE OF THE FOREGOING. DEVELOPER WILL REQUIRE ANY SUCCESSOR IN INTEREST TO ACCEPT FULL RESPONSIBILITY AND LIABILITY FOR THE IMPROVEMENTS. ALL OF THE ABOVE SHALL BE COVENANTS UPON LOT 1, BLOCK 1, ABUTTING, ADJACENT OR SERVED BY THE IMPROVEMENTS THE FULL OBLIGATION AND RESPONSIBILITY OF MAINTAINING AND OPERATING SAID IMPROVEMENTS. 4. NO FENCES OR OTHER STRUCTURES WILL BE ALLOWED WITHIN THE DRAINAGE EASEMENT. ACCORDING TO THE FLOOD INSUARNCE RATE MAP (FIRM) COMMUNITY PANEL NO C0065J DATED DECEMBER 4, 2012 THE SUBJECT PROPERTY IS LOCATED WITHIN ZONE "X" - AREAS DETERMINED TO BE OUTSIDE THE 500-YEAR FLOODPLAIN. NORTH No. REVISIONS DATE JOSEPH E. HELMBERGER Date APRIL 29, 2015 KHA PROJECT DATE APRIL 29, 2015 SCALE AS SHOWN DESIGNED BY DRAWN BY CHECKED BY 106 WEST LOUISIANA STREET, McKINNEY, TX PHONE: TX F-928 FOR REVIEW ONLY Not for construction or permit purposes. Engineer P.E. No. JEH BAG JEH WATER METER SCHEDULE ID 1 TYPE DOMESTIC SERVICE SIZE 5/8 INCH BARRIER FREE RAMP LEGEND BFR LEGEND 2 IRRIGATION 2 INCH CURB INLET FIRE DEPARTMENT CONNECTION CI FDC PROPOSED BUILDING (SEE ARCHITECT'S PLANS FOR BUILDING DETAILS) GRATE INLET GI PROPOSED PROPERTY BOUNDARY MATCH LINE (SEE SHEET C-003) PHYSICAL ADDRESS GROSS SITE AREA NET SITE AREA SITE DATA TABLE 1155 NW JOHN JONES DRIVE AC. / 321,778 S.F AC. / 321,778 S.F. SITE WATER METER CLEANOUT DOUBLE CLEANOUT OWNER/DEVELOPER: CLERMONT AVENUE III, LTD McDERMOTT ROAD, SUITE PLANO, TEXAS PHONE: (214) CONTACT: MR. JOHN ROACH WM CO DCO EXISTING EASEMENT EXISTING WATER LINE EXISTING SANITARY SEWER LINE PROPOSED FIRE LANE EXISTING WATER VALVE EXISTING POWER POLE EXISTING CONTOURS EXISTING FENCE (BARBED WIRE) SITE PLAN ZONING C-COMMERCIAL ARCHITECT: EXISTING FENCE (CHAIN LINK) IMAGES Light Pole Detail : XREFS x2436-kha : x-survey : x-site : x-utility : x-topo : x-storm LAST SAVED 4/28/2015 4:01 PM PLOTTED BY JESKE, ERIC 4/29/2015 8:55 AM DWG PATH K:\MKN_Civil\ Mustang Creek Burleson\CAD\Plan Sheets DWG NAME C-003 SITE PLAN.dwg, [ C-002 SITE PLAN ] LOT COVERAGE DATA BUILDING COVERAGE IMPERVIOUS AREA PERVIOUS AREA 12.9% / 41,582 S.F. 37.2% / 119,795 S.F. 62.8% / 201,983 S.F. PARKING SUMMARY REQUIRED PROVIDED PARKING RATIO: 1 SP. / 3 BEDS 16 BEDS / HOME HANDICAP PARKING 3 10 BUILDING DATA BUILDING PEAK HEIGHT MEAN HEIGHT TOTAL SQUARE FOOTAGE 1 STORY 20 FEET 9 FEET 41,582 S.F. VICINITY MAP N.T.S. CAUTION!! CONTRACTOR IS TO VERIFY PRESENCE AND EXACT LOCATION OF ALL UTILITIES PRIOR TO CONSTRUCTION. CREATIVE ARCHITECTS 1026 CREEKWOOD DRIVE GARLAND, TEXAS PHONE: (972) CONTACT: MR. SCOTT ROBERTS, ARCHITECT ENGINEER: KIMLEY-HORN & ASSOCIATES, INC. 106 WEST LOUISIANA STREET McKINNEY, TEXAS PHONE: (469) CONTACT: MR. JOE HELMBERGER, P.E. Know what's below. Call before you dig. EXISTING FENCE (WOOD) ACCESSIBLE HANDICAP PARKING PARKING COUNT PROPOSED FIRE HYDRANT PROPOSED SANITARY SEWER MANHOLE PROPOSED WATER METER PROPOSED WATER VALVE PROPOSED LIGHT POLE BM #1 BM #2 BENCHMARKS CITY OF BURLESON MONUMENT NO. 40: ALUMINUM CAP SET ON THE TOP OF A CURB INLET ON THE N.W. SIDE OF HILLSIDE DRIVE APPROXIMATELY 37 FEET S.W. FROM THE CENTER LINE OF ELK DRIVE, STAMPED "CITY OF BURLESON" "GEODETIC CONTROL MONUMENT" "MON 40" "2012". ELEVATION = ' MUSTANG CREEK ESTATES CITY OF BURLESON MONUMENT NO. 41: ALUMINUM CAP SET ON THE TOP OF A DROP INLET ON THE N.E. SIDE OF ARNOLD AVE. APPROXIMATELY 185 FEET N.W. FROM THE CENTER LINE OF VADEN AVE, STAMPED "CITY OF BURLESON" "GEODETIC CONTROL MONUMENT" "MON 41" "2010". ELEVATION = ' 8 SHEET NUMBER C-002 BURLESON, TEXAS NW JOHN JONES DR

3 BY NOTES NORTH 1. THE CITY OF BURLESON CONSTRUCTION STANDARDS APPLY WHETHER INDICATED ON THESE PLANS OR NOT. 2. ALL PROPER EROSION CONTROL SHALL BE IN PLACE PRIOR TO THE DISTURBANCE OF ANY EXISTING SURFACE. 3. A TxDOT PERMIT IS REQUIRED FOR ANY WORK WITHIN THE TxDOT ROW. NO WORK SHOULD BEGIN UNTIL AN APPROVED TxDOT PERMIT HAS BEEN ISSUED. 4. SLOPES ACROSS ANY PORTION OF A NON-RESIDENTIAL LOT SHALL NOT BE STEEPER THAN 3:1, UNLESS IT IS BEING KEPT IN AN EXISTING AND NATURAL STATE. 5. ALL CONSTRUCTION SHALL BE IN GENERAL ACCORDANCE WITH THESE PLANS, CITY OF BURLESON, TEXAS STANDARD SPECIFICATIONS, THE FINAL GEOTECHNICAL REPORT, AND COMMONLY ACCEPTED CONSTRUCTION STANDARDS. 6. UNLESS OTHERWISE NOTED, PROPOSED CONTOURS AND SPOT ELEVATIONS SHOWN IN PAVED AREAS REFLECT TOP OF PAVEMENT SURFACE. ADD.50' TO PAVING GRADE FOR TOP OF CURB GRADE. THE LIMITS OF EARTHWORK IN PAVED AREAS IS THE BOTTOM OF PAVEMENT. No. REVISIONS DATE MATCH LINE (SEE PAGE C-202) 7. THE CONTRACTOR SHALL FIELD VERIFY THE HORIZONTAL AND VERTICAL LOCATIONS OF ALL EXISTING UTILITIES PRIOR TO START OF CONSTRUCTION AND SHALL NOTIFY THE CONSTRUCTION MANAGER AND ENGINEER OF ANY CONFLICTS DISCOVERED. CONTRACTOR IS RESPONSIBLE FOR PROTECTING EXISTING UTILITIES (SHOWN OR NOT SHOWN) WITHIN SCOPE OF CONSTRUCTION. IF ANY EXISTING UTILITIES ARE DAMAGED, THE CONTRACTOR SHALL REPLACE THEM AT HIS OWN EXPENSE. 8. THE CONTRACTOR SHALL MAINTAIN ADEQUATE SITE DRAINAGE DURING ALL PHASES OF CONSTRUCTION. THE CONTRACTOR SHALL USE SILT FENCES (OR OTHER METHODS APPROVED BY THE ENGINEER AND CITY) AS REQUIRED TO PREVENT SILT AND CONSTRUCTION DEBRIS FROM FLOWING ONTO ADJACENT PROPERTIES. CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE FEDERAL, STATE, OR LOCAL EROSION, CONSERVATION, AND SILTATION REQUIREMENTS. CONTRACTOR SHALL REMOVE ALL TEMPORARY EROSION CONTROL DEVICES UPON COMPLETION OF PERMANENT DRAINAGE FACILITIES AND THE ESTABLISHMENT OF A STAND OF GRASS OR OTHER GROWTH TO PREVENT EROSION. CONTRACTOR IS RESPONSIBLE FOR FILING N.O.I. AND N.O.T. WITH THE TNRCC. CONTRACTOR SOLELY RESPONSIBLE FOR ALL MANDATED SWPPP RECORD KEEPING AND REPORTING. 9. SEE STRUCTURAL SPECIFICATIONS FOR BUILDING PAD DETAILS. THE CONTRACTOR SHALL TAKE ALL AVAILABLE PRECAUTIONS TO CONTROL DUST. CONTRACTOR SHALL CONTROL DUST BY SPRINKLING WATER, OR BY OTHER MEANS APPROVED BY THE CITY AND ENGINEER, AT NO ADDITIONAL COST TO THE OWNER. 10. ALL EXCAVATING IS UNCLASSIFIED AND SHALL INCLUDE ALL MATERIALS ENCOUNTERED. UNUSABLE EXCAVATED MATERIAL AND ALL WASTE RESULTING FROM SITE CLEARING AND GRUBBING SHALL BE DISPOSED OF OFF SITE BY THE GRADING CONTRACTOR AT HIS EXPENSE. 11.BEFORE ANY EARTHWORK IS PERFORMED, THE CONTRACTOR SHALL STAKE OUT AND MARK THE LIMITS OF PAVEMENT AND OTHER ITEMS ESTABLISHED BY THE PLANS. THE CONTRACTOR SHALL PROVIDE ALL NECESSARY ENGINEERING AND SURVEYING FOR LINE AND GRADE CONTROL POINTS RELATED TO EARTHWORK. 12.REFERENCE STRUCTURAL DRAWINGS AND SPECIFICATIONS AND GEOTECHNICAL REPORT FOR BUILDING PAD AND PAVING SUBGRADE INFORMATION. 106 WEST LOUISIANA STREET, McKINNEY, TX PHONE: TX F THE CONTRACTOR SHALL CLEAR AND GRUB THE SITE AND PLACE, COMPACT, AND MOISTURE CONDITION ALL FILL PER THE PROJECT GEOTECHNICAL ENGINEER'S SPECIFICATIONS. THE FILL MATERIAL TO BE USED SHALL BE APPROVED BY THE GEOTECHNICAL ENGINEER PRIOR TO PLACEMENT. 14.GRADING CONTRACTOR SHALL COORDINATE WITH THE UTILITY COMPANIES FOR ANY REQUIRED UTILITY ADJUSTMENTS AND/OR RELOCATIONS. 15. TESTING OF MATERIALS REQUIRED FOR THE CONSTRUCTION OF THE PAVING IMPROVEMENTS SHALL BE PERFORMED BY AN APPROVED AGENCY FOR TESTING MATERIALS. THE NOMINATION OF THE TESTING LABORATORY AND THE PAYMENTS FOR SUCH TESTING SERVICES SHALL BE MADE BY THE CONTRACTOR. THE OWNER SHALL APPROVE THE LABORATORY NOMINATED TO DO THE TESTING OF MATERIALS. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO SHOW BY STANDARD TESTING PROCEDURES THAT THE WORK CONSTRUCTED DOES MEET THE REQUIREMENTS OF THE CITY'S SPECIFICATIONS AND THESE PLANS. 16.CONTRACTOR SHALL CALL 811 AT LEAST 72 HOURS PRIOR TO COMMENCING CONSTRUCTION FOR FIELD LOCATIONS OF UTILITIES IN THE VICINITY OF THE SITE. FOR REVIEW ONLY Not for construction or permit purposes. Engineer JOSEPH E. HELMBERGER P.E. No Date APRIL 6, PROPOSED CONTOURS ARE APPROXIMATE. PROPOSED SPOT ELEVATIONS AND DESIGNATED GRADIENT ARE TO BE USED IN CASE OF DISCREPANCY. 18.REFER TO SITE PLAN AND FINAL PLAT FOR HORIZONTAL DIMENSIONS. 19.CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL PERMITS AND APPROVALS PRIOR TO CONSTRUCTION. 20.REFER TO EROSION CONTROL PLAN FOR EROSION CONTROL DEVICES TO BE INSTALLED PRIOR TO COMMENCING CONSTRUCTION. KHA PROJECT DATE APRIL 6, 2015 AS SHOWN SCALE JEH DESIGNED BY BAG DRAWN BY JEH CHECKED BY 21.NO TREE SHALL BE REMOVED OR DAMAGED WITHOUT PRIOR AUTHORIZATION OF THE OWNER OR OWNER'S REPRESENTATIVE. EXISTING TREES SHALL BE PRESERVED WHENEVER POSSIBLE. 22.CONTRACTOR SHALL VERIFY HORIZONTAL AND VERTICAL CONTROL PRIOR TO COMMENCING CONSTRUCTION AND SHALL NOTIFY ENGINEER OF ANY DISCREPANCIES BEFORE CONSTRUCTION COMMENCES. 23.AFTER PLACEMENT OF SUBGRADE AND PRIOR TO PLACEMENT OF PAVEMENT, CONTRACTOR SHALL TEST AND OBSERVE PAVEMENT AREAS FOR EVIDENCE OF PONDING. ALL AREAS SHALL ADEQUATELY DRAIN TOWARDS THE INTENDED STRUCTURE TO CONVEY STORM RUNOFF. CONTRACTOR SHALL IMMEDIATELY NOTIFY OWNER AND ENGINEER IF ANY DISCREPANCIES ARE DISCOVERED. PROPOSED BUILDING (SEE ARCHITECT'S PLANS FOR BUILDING DETAILS) PROPOSED PROPERTY BOUNDARY PROPOSED TOP OF PAVEMENT LEGEND GRADING PLAN TOP OF CURB INLET ELEVATION FINISHED FLOOR ELEVATION TOP OF WALL BOTTOM OF WALL MATCH EXISTING IMAGES XREFS x2436-kha : x-survey : x-site : x-topo : o-grad : x-storm : x-utility LAST SAVED 4/2/ :16 AM PLOTTED BY JESKE, ERIC 4/3/2015 8:39 AM DWG PATH K:\MKN_Civil\ Mustang Creek Burleson\CAD\Plan Sheets DWG NAME C-GRADING.dwg, [ C-05 GRADING PLAN ] CAUTION!! CONTRACTOR IS TO VERIFY PRESENCE AND EXACT LOCATION OF ALL UTILITIES PRIOR TO CONSTRUCTION. Know what's below. Call before you dig. TOP OF GRATE ELEVATION TOP OF NATURAL GROUND RIDGE LINE SWALE LINE SLOPE ARROW EXISTING CONTOUR LINE PROPOSED CONTOUR LINE BM #1 BM #2 BENCHMARKS 500 CITY OF BURLESON MONUMENT NO. 40: ALUMINUM CAP SET ON THE TOP OF A CURB INLET ON THE N.W. SIDE OF HILLSIDE DRIVE APPROXIMATELY 37 FEET S.W. FROM THE CENTER LINE OF ELK DRIVE, STAMPED "CITY OF BURLESON" "GEODETIC CONTROL MONUMENT" "MON 40" "2012". ELEVATION = ' CITY OF BURLESON MONUMENT NO. 41: ALUMINUM CAP SET ON THE TOP OF A DROP INLET ON THE N.E. SIDE OF ARNOLD AVE. APPROXIMATELY 185 FEET N.W. FROM THE CENTER LINE OF VADEN AVE, STAMPED "CITY OF BURLESON" "GEODETIC CONTROL MONUMENT" "MON 41" "2010". ELEVATION = ' 500 MUSTANG CREEK ESTATES SHEET NUMBER C-201 BURLESON, TEXAS NW JOHN JONES DR

4 BY NORTH 1. THE CITY OF BURLESON CONSTRUCTION STANDARDS APPLY WHETHER INDICATED ON THESE PLANS OR NOT. 2. ALL PROPER EROSION CONTROL SHALL BE IN PLACE PRIOR TO THE DISTURBANCE OF ANY EXISTING SURFACE. 3. A TxDOT PERMIT IS REQUIRED FOR ANY WORK WITHIN THE TxDOT ROW. NO WORK SHOULD BEGIN UNTIL AN APPROVED TxDOT PERMIT HAS BEEN ISSUED. 4. SLOPES ACROSS ANY PORTION OF A NON-RESIDENTIAL LOT SHALL NOT BE STEEPER THAN 3:1, UNLESS IT IS BEING KEPT IN AN EXISTING AND NATURAL STATE. 5. ALL CONSTRUCTION SHALL BE IN GENERAL ACCORDANCE WITH THESE PLANS, CITY OF BURLESON, TEXAS STANDARD SPECIFICATIONS, THE FINAL GEOTECHNICAL REPORT, AND COMMONLY ACCEPTED CONSTRUCTION STANDARDS. 6. UNLESS OTHERWISE NOTED, PROPOSED CONTOURS AND SPOT ELEVATIONS SHOWN IN PAVED AREAS REFLECT TOP OF PAVEMENT SURFACE. ADD.50' TO PAVING GRADE FOR TOP OF CURB GRADE. THE LIMITS OF EARTHWORK IN PAVED AREAS IS THE BOTTOM OF PAVEMENT. No. REVISIONS DATE MATCH LINE (SEE PAGE C-201) 7. THE CONTRACTOR SHALL FIELD VERIFY THE HORIZONTAL AND VERTICAL LOCATIONS OF ALL EXISTING UTILITIES PRIOR TO START OF CONSTRUCTION AND SHALL NOTIFY THE CONSTRUCTION MANAGER AND ENGINEER OF ANY CONFLICTS DISCOVERED. CONTRACTOR IS RESPONSIBLE FOR PROTECTING EXISTING UTILITIES (SHOWN OR NOT SHOWN) WITHIN SCOPE OF CONSTRUCTION. IF ANY EXISTING UTILITIES ARE DAMAGED, THE CONTRACTOR SHALL REPLACE THEM AT HIS OWN EXPENSE. 8. THE CONTRACTOR SHALL MAINTAIN ADEQUATE SITE DRAINAGE DURING ALL PHASES OF CONSTRUCTION. THE CONTRACTOR SHALL USE SILT FENCES (OR OTHER METHODS APPROVED BY THE ENGINEER AND CITY) AS REQUIRED TO PREVENT SILT AND CONSTRUCTION DEBRIS FROM FLOWING ONTO ADJACENT PROPERTIES. CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE FEDERAL, STATE, OR LOCAL EROSION, CONSERVATION, AND SILTATION REQUIREMENTS. CONTRACTOR SHALL REMOVE ALL TEMPORARY EROSION CONTROL DEVICES UPON COMPLETION OF PERMANENT DRAINAGE FACILITIES AND THE ESTABLISHMENT OF A STAND OF GRASS OR OTHER GROWTH TO PREVENT EROSION. CONTRACTOR IS RESPONSIBLE FOR FILING N.O.I. AND N.O.T. WITH THE TNRCC. CONTRACTOR SOLELY RESPONSIBLE FOR ALL MANDATED SWPPP RECORD KEEPING AND REPORTING. 9. SEE STRUCTURAL SPECIFICATIONS FOR BUILDING PAD DETAILS. THE CONTRACTOR SHALL TAKE ALL AVAILABLE PRECAUTIONS TO CONTROL DUST. CONTRACTOR SHALL CONTROL DUST BY SPRINKLING WATER, OR BY OTHER MEANS APPROVED BY THE CITY AND ENGINEER, AT NO ADDITIONAL COST TO THE OWNER. 10.ALL EXCAVATING IS UNCLASSIFIED AND SHALL INCLUDE ALL MATERIALS ENCOUNTERED. UNUSABLE EXCAVATED MATERIAL AND ALL WASTE RESULTING FROM SITE CLEARING AND GRUBBING SHALL BE DISPOSED OF OFF SITE BY THE GRADING CONTRACTOR AT HIS EXPENSE. 11.BEFORE ANY EARTHWORK IS PERFORMED, THE CONTRACTOR SHALL STAKE OUT AND MARK THE LIMITS OF PAVEMENT AND OTHER ITEMS ESTABLISHED BY THE PLANS. THE CONTRACTOR SHALL PROVIDE ALL NECESSARY ENGINEERING AND SURVEYING FOR LINE AND GRADE CONTROL POINTS RELATED TO EARTHWORK. 106 WEST LOUISIANA STREET, McKINNEY, TX PHONE: TX F REFERENCE STRUCTURAL DRAWINGS AND SPECIFICATIONS AND GEOTECHNICAL REPORT FOR BUILDING PAD AND PAVING SUBGRADE INFORMATION. 13. THE CONTRACTOR SHALL CLEAR AND GRUB THE SITE AND PLACE, COMPACT, AND MOISTURE CONDITION ALL FILL PER THE PROJECT GEOTECHNICAL ENGINEER'S SPECIFICATIONS. THE FILL MATERIAL TO BE USED SHALL BE APPROVED BY THE GEOTECHNICAL ENGINEER PRIOR TO PLACEMENT. 14.GRADING CONTRACTOR SHALL COORDINATE WITH THE UTILITY COMPANIES FOR ANY REQUIRED UTILITY ADJUSTMENTS AND/OR RELOCATIONS. 15.TESTING OF MATERIALS REQUIRED FOR THE CONSTRUCTION OF THE PAVING IMPROVEMENTS SHALL BE PERFORMED BY AN APPROVED AGENCY FOR TESTING MATERIALS. THE NOMINATION OF THE TESTING LABORATORY AND THE PAYMENTS FOR SUCH TESTING SERVICES SHALL BE MADE BY THE CONTRACTOR. THE OWNER SHALL APPROVE THE LABORATORY NOMINATED TO DO THE TESTING OF MATERIALS. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO SHOW BY STANDARD TESTING PROCEDURES THAT THE WORK CONSTRUCTED DOES MEET THE REQUIREMENTS OF THE CITY'S SPECIFICATIONS AND THESE PLANS. 16.CONTRACTOR SHALL CALL 811 AT LEAST 72 HOURS PRIOR TO COMMENCING CONSTRUCTION FOR FIELD LOCATIONS OF UTILITIES IN THE VICINITY OF THE SITE. FOR REVIEW ONLY Not for construction or permit purposes. Engineer JOSEPH E. HELMBERGER P.E. No Date APRIL 6, PROPOSED CONTOURS ARE APPROXIMATE. PROPOSED SPOT ELEVATIONS AND DESIGNATED GRADIENT ARE TO BE USED IN CASE OF DISCREPANCY. 18.REFER TO SITE PLAN AND FINAL PLAT FOR HORIZONTAL DIMENSIONS. 19.CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL PERMITS AND APPROVALS PRIOR TO CONSTRUCTION. 20.REFER TO EROSION CONTROL PLAN FOR EROSION CONTROL DEVICES TO BE INSTALLED PRIOR TO COMMENCING CONSTRUCTION. KHA PROJECT DATE APRIL 6, 2015 AS SHOWN SCALE JEH DESIGNED BY BAG DRAWN BY JEH CHECKED BY 21.NO TREE SHALL BE REMOVED OR DAMAGED WITHOUT PRIOR AUTHORIZATION OF THE OWNER OR OWNER'S REPRESENTATIVE. EXISTING TREES SHALL BE PRESERVED WHENEVER POSSIBLE. 22.CONTRACTOR SHALL VERIFY HORIZONTAL AND VERTICAL CONTROL PRIOR TO COMMENCING CONSTRUCTION AND SHALL NOTIFY ENGINEER OF ANY DISCREPANCIES BEFORE CONSTRUCTION COMMENCES. 23.AFTER PLACEMENT OF SUBGRADE AND PRIOR TO PLACEMENT OF PAVEMENT, CONTRACTOR SHALL TEST AND OBSERVE PAVEMENT AREAS FOR EVIDENCE OF PONDING. ALL AREAS SHALL ADEQUATELY DRAIN TOWARDS THE INTENDED STRUCTURE TO CONVEY STORM RUNOFF. CONTRACTOR SHALL IMMEDIATELY NOTIFY OWNER AND ENGINEER IF ANY DISCREPANCIES ARE DISCOVERED. PROPOSED BUILDING (SEE ARCHITECT'S PLANS FOR BUILDING DETAILS) PROPOSED PROPERTY BOUNDARY PROPOSED TOP OF PAVEMENT LEGEND GRADING PLAN TOP OF CURB INLET ELEVATION IMAGES XREFS x2436-kha : x-survey : x-site : x-topo : o-grad : x-storm : x-utility LAST SAVED 4/2/ :16 AM PLOTTED BY JESKE, ERIC 4/3/2015 8:40 AM DWG PATH K:\MKN_Civil\ Mustang Creek Burleson\CAD\Plan Sheets DWG NAME C-GRADING.dwg, [ C-05 GRADING PLAN 2 ] CAUTION!! CONTRACTOR TO UTILIZE TEXAS ONE CALL SYSTEM TO MARK ALL GAS LINES PRIOR TO EXCAVATION. AFTER MARKING AND PRIOR TO CONSTRUCTION CONTRACTOR TO POTHOLE GAS LINE TO VISUALLY SEE THE LINE PRIOR TO EXCAVATING. CAUTION!! CONTRACTOR IS TO VERIFY PRESENCE AND EXACT LOCATION OF ALL UTILITIES PRIOR TO CONSTRUCTION. Know what's below. Call before you dig. FINISHED FLOOR ELEVATION TOP OF WALL BOTTOM OF WALL MATCH EXISTING TOP OF GRATE ELEVATION TOP OF NATURAL GROUND RIDGE LINE SWALE LINE SLOPE ARROW EXISTING CONTOUR LINE PROPOSED CONTOUR LINE BENCHMARKS BM #1 CITY OF BURLESON MONUMENT NO. 40: ALUMINUM CAP SET ON THE TOP OF A CURB INLET ON THE N.W. SIDE OF HILLSIDE DRIVE APPROXIMATELY 37 FEET S.W. FROM THE CENTER LINE OF ELK DRIVE, STAMPED "CITY OF BURLESON" "GEODETIC CONTROL MONUMENT" "MON 40" "2012". ELEVATION = ' BM #2 CITY OF BURLESON MONUMENT NO. 41: ALUMINUM CAP SET ON THE TOP OF A DROP INLET ON THE N.E. SIDE OF ARNOLD AVE. APPROXIMATELY 185 FEET N.W. FROM THE CENTER LINE OF VADEN AVE, STAMPED "CITY OF BURLESON" "GEODETIC CONTROL MONUMENT" "MON 41" "2010". ELEVATION = ' MUSTANG CREEK ESTATES SHEET NUMBER C-202 BURLESON, TEXAS NW JOHN JONES DR

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