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Item 6 - ZA16-089 SP PlansGENERAL PROJECT NOTES TREE SURVEY / DEMOLITION NOTES PAVING IMPROVEMENT NOTES PLANTING NOTES: NO.PT.DESCRIPTION COORDINATES ELEVATION 100 706.01 102 683.69 103 671.92 PP E GW 10"dia. FH WV SSMH SCALE: 1"=100'-0"01SURVEY CONTROL PLAN GENERAL NOTES INSTALLATION FOR APPROVAL OF TRAIL ALIGNMENT. 14. CONTRACTOR SHALL STAKE TRAIL CENTERLINES AND NOTIFY THE OWNER PRIOR TO TRAIL AS SHOWN ON THE DRAWINGS. SEAL ALL JOINTS AS SHOWN ON THE DRAWINGS. EXPANSION JOINTS SHALL BE PLACED AT CHANGES IN DIRECTION OF PAVING, AT DRIVEWAYS AND/OR 13. CONCRETE PAVING JOINTS SHALL BE CONSTRUCTED AS SHOWN ON THE DRAWINGS AND DETAILS, WITH #4 BARS AT 18" ON CENTER. 12. FOR CONCRETE AND PAVEMENT, USE MINIMUM 3,500 P.S.I. REINFORCED CONCRETE PAVEMENT OF SOUTHLAKE. FOR ALL COORDINATION, INSPECTION AND TESTING REQUIRED BY THE OWNER AND/OR THE CITY WALK, DRIVE, CURB, GUTTER AND OTHER PAVING FEATURES. CONTRACTOR SHALL BE RESPONSIBLE 11. CONTRACTOR'S WORK SHALL INCLUDE PAVEMENT REMOVAL AND DISPOSAL REQUIRED FOR NEW 10. CONTRACTOR SHALL PROTECT EXISTING DRAINAGE OUTFALL STRUCTURES. INSPECTIONS, ETC. APPROPRIATE UTILITY AGENCIES AND PROVIDE FOR ALL FEES FOR PERMITS, CONNECTIONS, CONTRACTOR SHALL COORDINATE UTILITY ADJUSTMENTS WITH OTHER DISCIPLINES AND THE VALVES AND OTHER SURFACE APPURTENANCES AS REQUIRED FOR NEW CONSTRUCTION. 9. CONTRACTOR SHALL LOCATE AND ADJUST EXISTING UTILITY MANHOLE LIDS, CLEANOUTS, WATER DESTROYED BY THE CONTRACTOR SHALL BE REESTABLISHED AT HIS/HER EXPENSE. POINTS ESTABLISHED BY THE CONTRACTOR PRIOR TO CONSTRUCTION. ANY MONUMENTATION ANY SUCH POINTS WHICH THE CONTRACTOR BELIEVES WILL BE DESTROYED SHALL HAVE OFFSET 8. THE CONTRACTOR SHALL PROTECT EXISTING PROPERTY MONUMENTATION AND PRIMARY CONTROL. ALL BOUNDARY CORNERS. MONUMENTS" AS DESCRIBED IN THE SUBDIVISION ORDINANCE INCLUDING CONCRETE MONUMENTS AND 7. THE PAVING CONTRACTOR SHALL BE RESPONSIBLE FOR ALL "PERMANENT SURVEY REFERENCE THE CONTRACTOR'S EXPENSE. HAVE NOT COMMENCED WITHIN THE SEVENTY-TWO-(72) HOUR LIMIT, A RETEST SHALL BE REQUIRED AT CITY. COPIES OF THE TEST RESULTS SHALL BE FURNISHED TO THE CITY. IN THE EVENT PAVING OPERATIONS DENSITY / MOISTURE TESTS HAVE BEEN TAKEN AND PASSED BY A TESTING FIRM TO BE ASSIGNED BY THE 6. THE CONTRACTOR SHALL PROCEED WITH PAVING NO MORE THAN SEVENTY-TWO (72) HOURS AFTER TESTED AS INSTALLED AND CERTIFIED BY AN APPROVED SOILS LABORATORY. SOILS LAB RECOMMENDATION AND AS APPROVED BY THE CITY. ALL FILL SHALL BE FIVE (5) PERCENTAGE POINTS ABOVE OPTIMUM (-2 TO +5). LIFTS SHALL BE AS SPECIFIED PER THE PROCTOR AS PER ASTM D 698 RANGING FROM TWO (2) PERCENTAGE POINTS BELOW OPTIMUM TO 5. ALL FILL SHALL BE COMPACTED TO A DENSITY OF AT LEAST NINETY-FIVE (95%) PERCENT STANDARD NOTED ON THE DRAWINGS. 4. ALL GRADES SHOWN ON GRADING PLAN ARE FINISH GRADE ELEVATIONS UNLESS OTHERWISE COST TO THE OWNER. FLATWORK THAT DOES NOT MEET THE MINIMUM ADA ACCESSIBILITY REQUIREMENTS AT NO ADDITIONAL CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVAL AND REPLACEMENT OF ANY ADA ACCESSIBLE ON THE PLANS. MAXIMUM CROSS SLOPE SHALL BE 2% AND MAXIMUM LONGITUDINAL SLOPE SHALL BE 5%. 3. ALL SIDEWALKS AND TRAILS SHALL MEET ADA REQUIREMENTS UNLESS NOTED SPECIFICALLY OTHERWISE 2. CONTRACTOR IS DIRECTED TO THE LANDSCAPE DRAWINGS FOR DETAILED SITE LAYOUT DIMENSIONS. THE OWNER AND/OR THE CITY OF SOUTHLAKE. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL COORDINATION, INSPECTION AND TESTING REQUIRED BY REQUIRED FOR NEW WALKS, DRIVES, CURBS, GUTTERS AND OTHER PAVING AND CONCRETE FEATURES. 1. CONTRACTOR'S WORK SHALL INCLUDE PAVEMENT REMOVAL AND PROPER LEGAL DISPOSAL OF DEBRIS SET PK NAIL SET PK NAIL SET PK NAIL L0.01 STANDARDS AND SPECIFICATIONS. 20. ALL PARKING LOT SIGNAGE SHALL BE FABRICATED AND INSTALLED IN ACCORDANCE WITH TMUTCD'S PURPOSES ONLY. 19. LOT LINES SHOWN ON THE SURVEY CONTROL PLAN AND SHEET INDEXES ARE SHOWN FOR SCHEMATIC AND AVOID INTERFERENCEWITH ADJACENT AREAS, UTILITIES, AND STRUCTURES. 18. CONTRACTOR SHALL PERFORM WORK IN A MANNER TO ELIMINATE HAZARDS TO PERSONS OR PROPERTY 17. OWNER ASSUMES NO RESPONSIBILITY FOR ACTUAL CONDITION OF AREAS TO BE DEMOLISHED. UNLESS OTHERWISE APPROVED BY THE OWNER OR OWNER'S REPRESENTATIVE. 16. THE CONTRACTOR SHALL USE THE LIMITS OF SILT FENCE AS THE LIMITS OF DISTURBANCE AND ACCESS OF ALL SILT FENCES. 15. PRIOR TO CONSTRUCTION, THE OWNER OR OWNER'S REPRESENTATIVE SHALL APPROVE THE LOCATION REPLACING FENCES, REPLACING TREES, ETC. CONTRACTOR. RESTORATION SHALL INCLUDE, BUT NOT BE LIMITED TO, REGRASSING, REVEGETATION, APPROVAL; MOREOVER, THIS RESTORATION SHALL NOT BE A BASIS FOR ADDITIONAL COMPENSATION TO THE IMPROVEMENTS WERE IN PRIOR TO THE DAMAGES. THIS RESTORATION SHALL BE SUBJECT TO THE OWNER'S BY THE CONTRACTOR TO AT LEAST THE SAME CONDITION THAT THE REAL PROPERTY OR EXISTING 14. ANY DAMAGES THAT MAY OCCUR TO REAL PROPERTY OR EXISTING IMPROVEMENTS SHALL BE RESTORED FROM ALL CONTRACTORS, THE ARCHITECT AND THE CITY OF SOUTHLAKE. 13. PRIOR TO CONSTRUCTION, A PRE-CONSTRUCTION MEETING SHALL BE HELD WITH REPRESENTATIVES AREAS TO ORIGINAL CONDITION OR BETTER. EROSION OCCURS AS A RESULT OF CONSTRUCTION, THE CONTRACTOR SHALL RESTORE THE ERODED 12. ADEQUATE MEASURES SHALL BE TAKEN TO PREVENT EROSION. IN THE EVENT THAT SIGNIFICANT CONSTRUCTION PERMITS REQUIRED BY THE CITY OF SOUTHLAKE. 11. CONTRACTOR IS RESPONSIBLE FOR, AND MUST OBTAIN PRIOR TO CONSTRUCTION, ALL NECESSARY 10. THE ACCESS AND WORK AREAS SHALL BE SECURED DURING NON-WORKING HOURS. DESIGNATING AND CONTROLLING EQUIPMENT WASHDOWN. CONVENIENTLY LOCATED TRASH RECEPTACLES; AND REGULAR COLLECTION OF WASTE; DESIGNATING AREAS FOR EQUIPMENT MAINTENANCE AND REPAIR; WATER. APPROPRIATE PRACTICES CAN INCLUDE: PREVENT THE DISCHARGE OF OILS, GREASE, PAINTS, GASOLINE AND OTHER POLLUTANTS TO STORM 8. THE CONTRACTOR SHALL ADOPT APPROPRIATE CONSTRUCTION SITE MANAGEMENT PRACTICES TO SITE FREE FROM MUD AND DEBRIS FROM THE SITE CONSTRUCTION. 7. THE CONTRACTOR IS RESPONSIBLE FOR KEEPING SIDEWALKS AND ROADS ADJACENT TO THE PROJECT SHALL NOT BE A BASIS FOR ADDITIONAL EXPENSE. CONTRACTOR'S ACTIVITIES. DIFFERENCES IN HORIZONTAL OR VERTICAL LOCATION OF EXISTING UTILITIES RESPONSIBILITY FOR REPAIRS TO EXISTING FACILITIES, WHETHER SHOWN OR NOT, IF DAMAGED BY PROTECTION OF EXISTING FACILITIES WHETHER SHOWN OR NOT. CONTRACTOR SHALL ALSO ASSUME LINES MAY NOT BE SHOWN. CONTRACTOR SHALL ASSUME RESPONSIBILITY FOR ACTUAL FIELD LOCATION AND AND MAY NOT ACCURATELY REFLECT THE SIZE AND LOCATION OF EACH PARTICULAR UTILITY. SOME UTILITY FIELD LOCATIONS OF SURFACE APPURTENANCES. LOCATIONS SHOWN ARE GENERALLY SCHEMATIC IN NATURE 6. EXISTING UTILITIES SHOWN ARE TAKEN FROM AVAILABLE RECORDS PROVIDED BY THE UTILITY OWNER AND CONFLICTS IN GRADES AND ALIGNMENT. EXPENSE. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE LANDSCAPE ARCHITECT AT ONCE OF ANY CONSTRUCTION, OR BETTER, UNLESS OTHERWISE SHOWN OR NOTED ON THE PLANS, AT HIS OWN COST AND REPLACE OR REPAIR THE UTILITIES OR SERVICE LINES WITH THE SAME TYPE OF ORIGINAL MATERIAL AND 5. WHERE EXISTING UTILITIES OR SERVICE LINES ARE CUT, BROKEN OR DAMAGED, THE CONTRACTOR SHALL TO APPROVAL FROM THE CITY OF SOUTHLAKE. 4. THE CONTRACTOR IS RESPONSIBLE FOR SECURING ACCESS TO THE CONSTRUCTION SITE, SUBJECT ADJUSTMENTS TO CORRECT ANY PROBLEM. EXISTING CONDITIONS. IN THE EVENT A DISCREPANCY IS FOUND THE CONTRACTOR WILL MAKE FIELD 3. CONTRACTOR TO NOTIFY THE OWNER WHEN ANY DISCREPANCY IS FOUND BETWEEN PLANS AND 817-748-8051CITY SOUTHLAKE WATER DEPARTMENT 811DIG TEST / TEXAS 811 UTILITIES 48 HOURS PRIOR TO CONSTRUCTION. CONSTRUCTION PRIOR TO BEGINNING CONSTRUCTION. CONTRACTOR SHALL CONTACT ALL AFFECTED 2. CONTRACTOR SHALL VERIFY THE LOCATION, SIZE AND MATERIAL OF ALL UTILITIES AFFECTED BY EXISTING CONDITIONS. TO NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN THE PLAN TOPOGRAPHY AND THE CURRENT 1. TOPOGRAPHICAL MAPPING SHOWN PER OCTOBER 2006 BY HALFF ASSOCIATES. CONTRACTOR APPROVAL. 10. CONTRACTOR TO MARK THE LIMITS OF FENCE REMOVAL AND NOTIFY THE OWNER FOR REVIEW AND THE OWNER PRIOR TO REMOVAL TO CONFIRM REMOVAL OF MARKED TREES. 9. CONTRACTOR SHALL MARK TREES TO BE REMOVED PER PLANS. CONTRACTOR SHALL NOTIFY CONSTRUCTION PRIOR TO REMOVING ANY SITE ELEMENT. RECEPTACLES, DRINKING FOUNTAINS, SITE FURNISHINGS THAT MAY BE IN CONFLICT WITH 8. CONTRACTOR TO NOTIFY THE OWNER OF ANY SITE ELEMENTS SUCH AS TRASH OTHERWISE NOTED. PROPOSED CONCRETE MEET, THE CONTRACTOR IS TO PROVIDE AN EXPANSION JOINT UNLESS 7. CONTRACTOR TO REMOVE PAVEMENT TO THE NEAREST JOINT. WHERE EXISTING CONCRETE AND COST TO THE CLIENT. MITIGATED PER THE CITY OF SOUTHLAKE ORDINANCES BY THE CONTRACTOR AT NO ADDITIONAL 6. ANY PROTECTED TREE THAT IS DAMAGED OR REMOVED PRIOR TO CLIENT APPROVAL SHALL BE UTILITIES IN CONFLICT WITH THE PROPOSED IMPROVEMENTS. BE RESPONSIBLE FOR COMPLETE REMOVAL AND DISPOSAL OF PAVEMENTS, LANDSCAPING, AND 5. QUANTITIES PROVIDED ON THE DEMOLITION SHEETS ARE ESTIMATES ONLY. CONTRACTOR SHALL TREES. PLAN. CONTRACTOR SHALL EXERCISE EXTREME CAUTION AND CARE WHEN GRADING AROUND EXISTING 4. ALL TREES SHALL REMAIN UNLESS OTHERWISE NOTED ON THE TREE SURVEY AND DEMOLITION COMMENCEMENT. REF. EROSION CONTROL SHEETS. 3. CONTRACTOR SHALL INSTALL APPLICABLE EROSION CONTROL MEASURES PRIOR TO SITE WORK AS REQUIRED BY THE CITY OF SOUTHLAKE . 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROPER REMOVAL AND DISPOSAL OF MATERIALS OR OBJECTS THAT CURRENTLY MAY BE COVERED. 1. INFORMATION PROVIDED ON THIS PLAN DOES NOT DELINEATE ANY UNDERGROUND FOUNDATIONS E= 2368520.41 N= 7027837.51 E= 2368457.62 N= 7028363.17 E= 2368544.07 N= 7029087.48 NOTE: FIELD SURVEY PERFORMED OCTOBER, 2006. PROJECT BENCHMARKS J O H N S O N R O A D EXIST. SANITARY MANHOLE EXIST. WATER VALVE EXIST. FIRE HYDRANT EXIST. FENCE EXIST. GUY WIRE EXIST. OVERHEAD ELECTRIC EXIST. POWER POLE EXIST. TREE LEGEND050100150200 SCALE: 1"=100' NOTED. CONTRACTOR TO FIELD VERIFY ALL DISTURBED AREAS. 3. ALL AREAS DISTURBED DURING CONSTRUCTION/GRADING SHALL RECEIVE BERMUDA SOD UNLESS OTHERWISE ADDITIONAL COST TO THE CLIENT. 2. CONTRACTOR SHALL REPAIR ANY AND ALL UTILITIES THAT ARE DAMAGED DURING INSTALLATION AT NO FOR ANY DAMAGE AND SUBSEQUENT REPAIR TO ANY EXISTING UTILITIES. *EXTREME CAUTION SHOULD BE EXERCISED WHEN EXCAVATING. CONTRACTOR SHALL BE RESPONSIBLE 1. CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL ABOVE GROUND AND UNDERGROUND UTILITIES. a h 2 9 2 5 H A L F F I : \ 3 1 0 0 0 s \ 3 1 7 7 0 \ C A D D \ S h e e t s \ L 0 0 1 - G N - 3 1 7 7 0 . d g n P D F _ 2 D _ M O N _ F W _ M R _ 1 5 0 . p l t S h e e t 1 / 2 3 / 2 0 1 7 1 0 : 2 1 : 1 4 A M Sheet Number Sheet Title Checked By: Drawn By: Project No.: Issued: N o . D a t e D e s c r i p t i o n R e v i s i o n Scale:AS NOTED SUBMITTAL DATE S o u t h l a k e , T X 7 6 0 9 2 3 0 4 5 J o h n s o n R d . T h e C i t y o f S o u t h l a k e 31770 P A R K I N G L O T E X P A N S I O N R O Y A L A N D A N N I E S M I T H P A R K F A X ( 2 1 4 ) 7 3 9 - 0 0 9 5 T E L ( 2 1 4 ) 3 4 6 - 6 2 0 0 R I C H A R D S O N , T E X A S 7 5 0 8 1 - 2 2 7 5 1 2 0 1 N O R T H B O W S E R R O A D DLQ JDB 01/23/2017 CASE NO. ZA16-089 5270 D LANDRE E G I S T E R SCA P E AR C H I T E C T ST A T E O F TEXA S J O E D. BUC HA N A N TBPE FIRM #F-312 1201 NORTH BOWSER, RICHARDSON, TEXAS 75081. DRAWING IS ON FILE AT THE OFFICES OF HALFF ASSOCIATES, INC., CHAPTER 3 LANDSCAPE ARCHITECTS. THE RECORD COPY OF THIS IS AN OFFENSE UNDER TITLE 22, TEXAS ADMINISTRATIVE CODE, NOTIFICATION TO THE RESPONSIBLE LANDSCAPE ARCHITECT ALTERATION OF A SEALED DOCUMENT WITHOUT PROPER BY JOE D. BUCHANAN, R.L.A. #2570 ON 01/23/2017. THE SEAL APPEARING ON THIS DOCUMENT WAS AUTHORIZED 1 0 3 6 7 1 . 9 2 S E T P K T P 1 0 4 6 7 5 . 7 2 1 / 2 " S I R R E D " T P " C A P 1 0 2 6 8 3 . 6 9 S E T P K T P 1 0 5 6 7 9 . 5 0 1 / 2 " S I R R E D " T P " C A P 1 0 6 6 9 6 . 9 1 1 / 2 " S I R R E D " T P " C A P 1 0 7 7 1 2 . 3 1 1 / 2 " S I R R E D " T P " C A P 1 0 1 6 9 4 . 9 8 1 / 2 " S I R R E D " T P " C A P 1 0 0 7 0 6 . 0 1 S E T P K T P F H W V W M P P P P P P P P P P S S M H P P P P P P P P S S M H P P W V W V F H 676 6 7 0 6 7 1 671 6 7 1 6 7 2 672 6 7 2 6 7 2 6 7 3 6 7 3 6 7 3 673 6 7 3 6 7 3 6 7 3 6 7 3 6 7 4 674 6 7 4 6 7 4 674674 674 6 7 4 6 7 4 6 7 4 6 7 4 6 7 5 675 675 6 7 5 6 7 5 6 7 5 675 6 7 6 676 6 7 6 6 7 6 6 7 7 6 7 7 677 6 7 7 677 678 6 7 8 6 7 8 6 7 8 679 6 7 9 6 7 9 6 7 9 6 8 0 6 8 0 6 8 0 6 8 0 680680 6 8 0 6 8 1 6 8 1 6 8 1 6 8 1 6 8 1 6 8 1 681 681 681 6 8 2 6 8 2 682 6 8 2 6 8 2 6 8 2 682 6 8 3 6 8 3 6 8 3 6 8 3 6 8 3 6 8 3 6 8 3 6 8 3 6 8 3 6 8 4 6 8 4 6 8 4 684 6 8 4 6 8 4 6 8 4 684 6846 8 5 6 8 5 685 6 8 5 6 8 5 6 8 5 6 8 5 6 8 5 6 8 6 6 8 6 6 8 6 6 8 6 6 8 6 686 6 8 6 687 6 8 7 6 8 7 6 8 7 6 8 7 6 8 7 688 6 8 8 6 8 8 6 8 8 6 8 8 6 8 8 6 8 9 6 8 9 6 8 9 6 8 9 689 689 6 8 9 6 9 0 6 9 0 690 690 690 6906 9 1 6 9 1 6 9 1 6 9 1 6 9 1 692 692 6 9 2 692 693 6 9 3 6 9 3 6 9 3 6 9 3 694694 6 9 4 6 9 4 6 9 4 6 9 5 6 9 5 6 9 5 6 9 5 6 9 5 696 6 9 6 6 9 6 6 9 6 6 9 6 6 9 7 697 697 6 9 7 6 9 7 698 698 698 6 9 8 6 9 8 6 9 8 699 6 9 9 699 6 9 9 6 9 9 700 700 700 7 0 0 7 0 0 7 0 0 7017 0 1 701 7 0 1 7 0 1 7 0 1 7 0 2 702 7 0 2 7 0 2 7 0 2 703 7 0 3 703 7037 0 3 7 0 3 704 704 704 704 7 0 4 7 0 4 705 705 705 705 7 0 5 7 0 5 7 0 5 7 0 6 706 706 706 7 0 6 7 0 6 7 0 6 7 0 7 7077 0 7 707 7 0 7 7 0 7 7 0 7 708 708 7 0 8 708 7 0 8 7 0 8 7 0 8 709 709 709 7 0 9 7 0 9 7 0 9 710 710 710 7 1 0 7 1 0 7 1 0 7 1 1 7 1 1 7 1 1 711 711 711 7 1 2 7 1 2 7 1 2 712 712 7 1 2 7 1 3 7 1 3 7 1 3 713 713 713 7 1 4 7 1 4 7 1 4 714 714 714 7 1 5 7 1 5 7 1 5 715 715 7 1 5 7 1 5 7 1 6 716 716 7 1 6 7 1 6 7 1 6 7 1 7 7 1 7 717 7 1 7 7 1 7 7 1 7 7 1 7 7 1 8 718 718 7 1 8 7 1 8 7 1 5 719 7 1 9 719 7 1 9720 712 713 7147 1 4 7 1 6 6.045 AC.PUBLIC/ SEMI-PUBLICKELLER ISD, CS 0 . 5 9 1 A C . M E D I U M D E N S I T Y R E S I D E N T I A L E D M O N D S , R O B E R T E . - S F 2 0 B 0 . 7 6 7 A C . L O W D E N S I T Y R E S I D E N T I A L S M I T H , R O Y A L E T U X M A R I L Y N - A G 0 . 4 7 2 A C . M E D I U M D E N S I T Y R E S I D E N T I A L S H A R O N K - S F 2 0 A S U N D E E N , C A R L G . E T U X 0 . 4 8 0 A C . M E D I U M D E N S I T Y R E S I D E N T I A L E T U X D E B O R A H - S F 2 0 A G R E G O R , D A V I D M 1.318 AC.LOW DENSITY RESIDENTIALAUSLEY, GREGOR L & MARY P - AG 0.901 AC.LOW DENSITY RESIDENTIALSUMMEY, MARC S ETUX REBECCA J - AG 0.417 AC.LOW DENSITY RESIDENTIALMILLER, PAUL W JR & SHEREEN - AG 0.346 AC.LOW DENSITY RESIDENTIALDOUGLAS, GERALD ETUX DEBORAH - AG 1 . 0 0 0 A C . L O W D E N S I T Y R E S I D E N T I A L O R T M A N , J O H N A E T U X P A M E L A - S F 1 - A 1 . 0 3 6 A C . L O W D E N S I T Y R E S I D E N T I A L R O W S E Y , B R Y A N M & C H R I S T Y G - A F 1 - A 6.045 AC.PUBLIC/ SEMI-PUBLICKELLER ISD, CS 103 102 100 KEY MAP N.T.S. J O H N S O N R D . a h 2 9 2 5 H A L F F I : \ 3 1 0 0 0 s \ 3 1 7 7 0 \ C A D D \ S h e e t s \ L 1 0 1 - G R D D M O - 3 1 7 7 0 . d g n P D F _ 2 D _ M O N _ F W _ M R _ 1 5 0 . p l t S h e e t 1 / 2 3 / 2 0 1 7 1 0 : 2 1 : 1 5 A M Sheet Number Sheet Title Checked By: Drawn By: Project No.: Issued: N o . D a t e D e s c r i p t i o n R e v i s i o n Scale:AS NOTED SUBMITTAL DATE S o u t h l a k e , T X 7 6 0 9 2 3 0 4 5 J o h n s o n R d . T h e C i t y o f S o u t h l a k e 31770 P A R K I N G L O T E X P A N S I O N R O Y A L A N D A N N I E S M I T H P A R K F A X ( 2 1 4 ) 7 3 9 - 0 0 9 5 T E L ( 2 1 4 ) 3 4 6 - 6 2 0 0 R I C H A R D S O N , T E X A S 7 5 0 8 1 - 2 2 7 5 1 2 0 1 N O R T H B O W S E R R O A D DLQ JDB 01/23/2017 CASE NO. ZA16-089 5270 D LANDRE E G I S T E R SCA P E AR C H I T E C T ST A T E O F TEXA S J O E D. BUC HA N A N TBPE FIRM #F-312 1201 NORTH BOWSER, RICHARDSON, TEXAS 75081. DRAWING IS ON FILE AT THE OFFICES OF HALFF ASSOCIATES, INC., CHAPTER 3 LANDSCAPE ARCHITECTS. THE RECORD COPY OF THIS IS AN OFFENSE UNDER TITLE 22, TEXAS ADMINISTRATIVE CODE, NOTIFICATION TO THE RESPONSIBLE LANDSCAPE ARCHITECT ALTERATION OF A SEALED DOCUMENT WITHOUT PROPER BY JOE D. BUCHANAN, R.L.A. #2570 ON 01/23/2017. THE SEAL APPEARING ON THIS DOCUMENT WAS AUTHORIZED Exist. 8' Conc Sidewalk E x i s t . 6 ' C o n c . S i d e w a l k 695 696 6 9 7 697 698 698 699 699 700 700 700 7 0 0 701 7 0 1 701 7 0 1 702 702 7 0 2 7037 0 3 703 7 0 3 7 0 4 704 7 0 4 704 7 0 4 70 5 705 7 0 5 705 7 0 5 7 0 5 7 0 6 706 706 706 7 0 6 7 0 6 7 0 7 707 7 0 7 707 7 0 7 7 0 7 7 0 7 708 708 7 0 8 708 7 0 8 7 0 8 7 0 8 709 7 09 7 0 9 7 0 9 7 0 9 7 0 9 710 710 7 1 0 7 1 0 7 1 0 7 1 0 7 1 1 7 1 1 7 1 1 711 711 711 7 1 2 7 1 2 7 1 2 712 712 7 1 2 7 1 3 7 1 3 7 1 3 713 713 713 7 1 4 7 1 4 7 1 4 714 714 714 7 1 5 7 1 5 7 1 5 7 1 5 7 1 5 7 1 5 7 1 5 7 1 6 7 1 6 716 7 1 6 7 1 6 7 1 6 7 1 7 717 717 7 1 7 7 1 7 7 1 7 7 1 7 7 1 8 718 718 7 1 8 7 1 8 7 1 5 719 7 1 9 7 1 9 7 1 9 720 712 7 1 3 7147 1 4 7 1 6 698 699 700 701 7 0 1 702 7037 0 3 7 0 4 70 4 7 0 5 705 7 0 5 7 0 6 706 706 7 0 7 707 708 709 711 20 30 40100 SCALE: 1"=20' 6 9 7 698 699 700 700 701 7 0 1 702 7037 0 3 703 7 0 4 70 4 7 0 4 7 0 5 705 7 0 5 7 0 6 706 706 7 0 7 707 708 709 711 704 703 702 701 7 0 2 7 0 3700 6 9 9 20 30 40100 SCALE: 1"=20' L1.01 EROSION CONTROL PLAN GRADING PLAN / DEMOLITION PLAN / THIS SHEET DETAIL 01 & 02 SCALE: 1"-20'01 REMAIN EXISTING TREE TO TO REMAIN EXISTING SIDEWALK TO REMAIN EXISTING SIDEWALK EXISTING SIGN TO REMAIN S 8 4 ° 5 6 '5 4 " E S A W C U T B E A R I N G DEMOLITION PLAN TO REMAIN EXISTING PARKING CONCRETE PAVEMENT (251 SF) SAW CUT AND REMOVE CONCRETE SIDEWALK (295 SF) SAW CUT AND REMOVE (NOT IN CONTRACT) TO BE REMOVED BY CITY EXISTING SPLIT RAIL FENCE E=2368426.05 N=7028913.49 END CONCRETE REMOVAL E=2368455.31 N=7028940.12 BEGIN CONCRETE REMOVAL J O H N S O N R D . PROPERTY LINE SCALE: 1"-20'02 REMAIN EXISTING TREE TO TO REMAIN EXISTING SIDEWALK TO REMAIN EXISTING SIDEWALK EXISTING SIGN TO REMAIN TO REMAIN EXISTING PARKING GRADING AND EROSION CONTROL PROPERTY LINE REF. SITE PLAN PROPOSED PARKING, FENCE (305 LF) SILT J O H N S O N R D . KEY MAP N.T.S. J O H N S O N R D . a h 2 9 2 5 H A L F F I : \ 3 1 0 0 0 s \ 3 1 7 7 0 \ C A D D \ S h e e t s \ L 1 0 2 - S P L N P L N T - 3 1 7 7 0 . d g n P D F _ 2 D _ M O N _ F W _ M R _ 1 5 0 . p l t S h e e t 1 / 2 3 / 2 0 1 7 1 0 : 2 1 : 1 6 A M Sheet Number Sheet Title Checked By: Drawn By: Project No.: Issued: N o . D a t e D e s c r i p t i o n R e v i s i o n Scale:AS NOTED SUBMITTAL DATE S o u t h l a k e , T X 7 6 0 9 2 3 0 4 5 J o h n s o n R d . T h e C i t y o f S o u t h l a k e 31770 P A R K I N G L O T E X P A N S I O N R O Y A L A N D A N N I E S M I T H P A R K F A X ( 2 1 4 ) 7 3 9 - 0 0 9 5 T E L ( 2 1 4 ) 3 4 6 - 6 2 0 0 R I C H A R D S O N , T E X A S 7 5 0 8 1 - 2 2 7 5 1 2 0 1 N O R T H B O W S E R R O A D DLQ JDB 01/23/2017 CASE NO. ZA16-089 5270 D LANDRE E G I S T E R SCA P E AR C H I T E C T ST A T E O F TEXA S J O E D. BUC HA N A N TBPE FIRM #F-312 1201 NORTH BOWSER, RICHARDSON, TEXAS 75081. DRAWING IS ON FILE AT THE OFFICES OF HALFF ASSOCIATES, INC., CHAPTER 3 LANDSCAPE ARCHITECTS. THE RECORD COPY OF THIS IS AN OFFENSE UNDER TITLE 22, TEXAS ADMINISTRATIVE CODE, NOTIFICATION TO THE RESPONSIBLE LANDSCAPE ARCHITECT ALTERATION OF A SEALED DOCUMENT WITHOUT PROPER BY JOE D. BUCHANAN, R.L.A. #2570 ON 01/23/2017. THE SEAL APPEARING ON THIS DOCUMENT WAS AUTHORIZED Exist. 8' Conc Sidewalk E x i s t . 6 ' C o n c . S i d e w a l k 695 696 6 9 7 697 698 698 699 699 700 700 700 7 0 0 701 7 0 1 701 7 0 1 702 702 7 0 2 7037 0 3 703 7 0 3 7 0 4 704 7 0 4 704 7 0 4 70 5 705 7 0 5 705 7 0 5 7 0 5 7 0 6 706 706 706 7 0 6 7 0 6 7 0 7 707 7 0 7 707 7 0 7 7 0 7 7 0 7 708 708 7 0 8 708 7 0 8 7 0 8 7 0 8 709 7 09 7 0 9 7 0 9 7 0 9 7 0 9 710 710 7 1 0 7 1 0 7 1 0 7 1 0 7 1 1 7 1 1 7 1 1 711 711 711 7 1 2 7 1 2 7 1 2 712 712 7 1 2 7 1 3 7 1 3 7 1 3 713 713 713 7 1 4 7 1 4 7 1 4 714 714 714 7 1 5 7 1 5 7 1 5 7 1 5 7 1 5 7 1 5 7 1 5 7 1 6 7 1 6 716 7 1 6 7 1 6 7 1 6 7 1 7 717 717 7 1 7 7 1 7 7 1 7 7 1 7 7 1 8 718 718 7 1 8 7 1 8 7 1 5 719 7 1 9 7 1 9 7 1 9 720 712 7 1 3 7147 1 4 7 1 6 6 9 7 698 699 699 700 700 701 7 0 1 702 7037 0 3 703 70 4 705 706 707 704 703 702 701 7 0 2 7 0 3700 6 9 9 151050 20 SCALE: 1"=10' ARC A1 ARC A2 ARC B1 ARC B2 CB= S 58°29'19" W CL= 33.78' L= 40.23' T= 31.54' R= 20.00' Δ= 115°1 CB= S 50°34'45" E CL= 28.01' L= 31.03' T= 19.62' R= 20.00' Δ= 88°5 ARC C1 SITE PLAN L1.02 CB= N 7°39'36" W CL= 52.64' L= 52.84' T= 26.63' R= 173.00' Δ= 17°3 CB= N 3°04'15" E CL= 8.50' L= 8.50' T= 4.25' R= 123.00' Δ= 3°5 ARC C2 CB= N 10°27'23" W CL= 56.04' L= 56.43' T= 28.60' R= 140.00' Δ= 23°0 CB= N 3°04'15" E CL= 6.22' L= 6.22' T= 3.11' R= 90.00' Δ= 3°5 P C 0 + 0 0 . 0 0+00 P C C 0 + 0 6 . 2 P T 0 + 6 2 . 7 01 THIS SHEET SCALE: 1"-10'01PARKING LOT DIMENSION CONTROL PLAN REF. SHEET L2.01/07 (4,759 SF) CONC. PARKING LOT, REF. SHEET L2.01/08 (06) CONC. WHEEL STOPS, PROPERTY LINE E J EXISTING PARKING LOT REMAIN EXISTING TREE TO TO REMAIN EXISTING SIDEWALK TO REMAIN EXISTING SIDEWALK EXISTING SIGN TO REMAIN ARC A1ARC A2 ARC B1 A R C B 2 E=2368455.31 N=7028940.12 POB REF. SHEET L2.01/06 UNDERCUT HEADER REF. SHEET L2.01/06 UNDERCUT HEADER E=2368458.24 N=7028893.74 POI E=2368454.86 N=7028931.63 POI EXPANSION JOINT, TYP. CJ 2" ~ 4" PVC SLEEVING 6' E=2368436.60 N=7028911.52 POI 1 0 ' 2 2 ' 1 7 ' 1 3 ' 9' TYP. 1 8' 9 ' TYP . 2 0 ' E J EJ EJ EJ E J E J E J CJ C J C J C J CJ (90 LF) PARKING LOT STRIPING REF. SHEET L2.01/08 (11) CONC. WHEEL STOPS, (200 LF) PARKING LOT STRIPING REF. SHEET L2.01/01 (618 SF) CONC. SIDEWALK, 1. 0 0' T Y P. R ARC C2 ARC C1 5'R 5 ' R 2 4' 10' KEY MAP N.T.S. J O H N S O N R D . a h 2 9 2 5 H A L F F I : \ 3 1 0 0 0 s \ 3 1 7 7 0 \ C A D D \ S h e e t s \ L 1 0 3 - P P L N - 3 1 7 7 0 . d g n P D F _ 2 D _ M O N _ F W _ M R _ 1 5 0 . p l t S h e e t 1 / 2 3 / 2 0 1 7 1 0 : 2 1 : 1 7 A M Sheet Number Sheet Title Checked By: Drawn By: Project No.: Issued: N o . D a t e D e s c r i p t i o n R e v i s i o n Scale:AS NOTED SUBMITTAL DATE S o u t h l a k e , T X 7 6 0 9 2 3 0 4 5 J o h n s o n R d . T h e C i t y o f S o u t h l a k e 31770 P A R K I N G L O T E X P A N S I O N R O Y A L A N D A N N I E S M I T H P A R K F A X ( 2 1 4 ) 7 3 9 - 0 0 9 5 T E L ( 2 1 4 ) 3 4 6 - 6 2 0 0 R I C H A R D S O N , T E X A S 7 5 0 8 1 - 2 2 7 5 1 2 0 1 N O R T H B O W S E R R O A D DLQ JDB 01/23/2017 CASE NO. ZA16-089 5270 D LANDRE E G I S T E R SCA P E AR C H I T E C T ST A T E O F TEXA S J O E D. BUC HA N A N TBPE FIRM #F-312 1201 NORTH BOWSER, RICHARDSON, TEXAS 75081. DRAWING IS ON FILE AT THE OFFICES OF HALFF ASSOCIATES, INC., CHAPTER 3 LANDSCAPE ARCHITECTS. THE RECORD COPY OF THIS IS AN OFFENSE UNDER TITLE 22, TEXAS ADMINISTRATIVE CODE, NOTIFICATION TO THE RESPONSIBLE LANDSCAPE ARCHITECT ALTERATION OF A SEALED DOCUMENT WITHOUT PROPER BY JOE D. BUCHANAN, R.L.A. #2570 ON 01/23/2017. THE SEAL APPEARING ON THIS DOCUMENT WAS AUTHORIZED Exist. 8' Conc Sidewalk E x i s t . 6 ' C o n c . S i d e w a l k 695 696 6 9 7 697 698 698 699 699 700 700 700 7 0 0 701 7 0 1 701 7 0 1 702 702 7 0 2 7037 0 3 703 7 0 3 7 0 4 704 7 0 4 704 7 0 4 70 5 705 7 0 5 705 7 0 5 7 0 5 7 0 6 706 706 706 7 0 6 7 0 6 7 0 7 707 7 0 7 707 7 0 7 7 0 7 7 0 7 708 708 7 0 8 708 7 0 8 7 0 8 7 0 8 709 7 09 7 0 9 7 0 9 7 0 9 7 0 9 710 710 7 1 0 7 1 0 7 1 0 7 1 0 7 1 1 7 1 1 7 1 1 711 711 711 7 1 2 7 1 2 7 1 2 712 712 7 1 2 7 1 3 7 1 3 7 1 3 713 713 713 7 1 4 7 1 4 7 1 4 714 714 714 7 1 5 7 1 5 7 1 5 7 1 5 7 1 5 7 1 5 7 1 5 7 1 6 7 1 6 716 7 1 6 7 1 6 7 1 6 7 1 7 717 717 7 1 7 7 1 7 7 1 7 7 1 7 7 1 8 718 718 7 1 8 7 1 8 7 1 5 719 7 1 9 7 1 9 7 1 9 720 712 7 1 3 7147 1 4 7 1 6 6 9 7 698 699 699 700 700 701 7 0 1 702 7037 0 3 703 70 4 705 706 707 704 703 702 701 7 0 2 7 0 3700 6 9 9 151050 20 SCALE: 1"=10' L1.03 PLANTING PLAN 01 THIS SHEET PLANT SCHEDULE QUANTITY COMMON NAME SCIENTIFIC NAME SIZE HEIGHT SPREAD SPACING GENERAL NOTES TREES 1 Live Oak Quercus virginiana 4" Cal. 10'-12'6'-8'As Shown Nursery Grown, Full, Healthy, Well Formed, **5' OF CLEAR TRUNK MINIMUM'** 1 Live Oak Quercus virginiana 2" Cal. 5'-7'4'-6'As Shown Nursery Grown, Full, Healthy, Well Formed, **5' OF CLEAR TRUNK MINIMUM'** SHRUBS 23 Dwarf Yaupon Ilex vomitoria 'Nana' 3 Gal. 18"18"As Shown Nursery Grown, Full, Healthy, Well Formed GRASS SEED AND SOD TBD Bermuda Hydromulch Cynodon dactylon SEED Seed Rate, 5-8lbs Pure Live Seed/1,000 S.F. Hydromulch SCALE: 1"-10'01 PROPERTY LINE (01) 4" LIVE OAK YAUPON HOLLY (11) 3 GAL. DWARF PLANTING PLAN (01) 2" LIVE OAK YAUPON HOLLY (12) 3 GAL. DWARF EDGE (50 LF) STEEL LANDSCAPE EDGE (51 LF) STEEL LANDSCAPE (36 SF) DECOMPOSED GRANITE (32 SF) DECOMPOSED GRANITE