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Item 7- Plans
5' UTILITY EASEMENT VOL. 388-129, PG. 39 P.R.T.C.T. 24 ' F I R E L A N E , U T I L I T Y , D R A I N A G E & A C C E S S E A S E M E N T D2 1 7 0 5 7 8 1 0 D . R . T . C . T . 24' PUBLIC ACCESS EASEMENT INST. NO. D213017713 D.R.T.C.T. MUTUAL ACCESS EASEMENT INST. NO. D22029534411 D.R.T.C.T. M U T U A L A C C E S S E A S E M E N T I N S T . N O . D 2 2 0 2 9 5 3 4 4 1 1 D . R . T . C . T . 3 0 ' R O W 60 ' T E M P C O N S T R U C T I O N E S M T 38.94' TEMP CONSTRUCTION ESMT 5' UTIL ESMT 15' ACCESS ESMT 18 ' 18' 18 ' 18 ' 18 ' 9' 18 ' 9' 18 ' 3 8 . 1 2 ' 3 8 . 6 1 ' 40.03' 40.76' 10 7 . 4 9 ' 24 ' 18'18'24'18'18'24' 24 ' 14' 1 4 ' 5' 5' 5.5' 5' R 3 0 ' R5' R1 0 ' R3 0 ' R 3 0 ' R 1 0 ' 24 ' 18 ' 24 ' 9'9' 9' 9' 9'9' 9' 18 ' 9' 18' 24' FL 18'9' R 8 ' R8 ' R 8 'R8' R8 ' R 8 ' R8' R 8 ' R8' 5' 3' PROPOSED PROP LINE PROPOSED PROP LINE PROPOSED PROP LINE 5' BUFFERYARD (TYPE A) 10' BUFFERYARD (TYPE A) 15' BUILDING SETBACK 30' BUILDING SETBACK 13.16 AC (TOTAL) CALLED 22.90 ACRES ELBERT CLARK WHITE JR. DOC. No. D206196920 D.R.T.C.T. EX. ZONING = SP-2 L.U.D. = MIXED USE ZADA M WHITE ESTATE TRUST LOT 3 BLOCK A PINNACLE POINT EX. ZONING: SP2 L.U.D.: MIXED USE OWNER: SP SOUTHLAKE-KIMBALL II LLC LO T 2 B L O C K A PI N N A C L E P O I N T EX . Z O N I N G : S P 2 L. U . D . : M I X E D U S E OW N E R : T O U L A K I M B A L L - S O U T H L A K E IN V E S T M E N T S L L C LOT 1 BLOCK 1 NOLEN OFFICE PARK ADDITION DOC. No. D213017713 P.R.T.C.T. EX. ZONING: SP1 L.U.D.: MIXED USE OWNER: MPA SOUTHLAKE MOB LLC LOT 11 EASTER, THOMAS SURVEY; A474 EX. ZONING: AG L.U.D: MIXED USE OWNER: 2021 PRIMROSE OFFICE II LLC 1 PROPOSED PROP LINE 111 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3 3 3 3 3 3 3 LOT 1 BLDG 1 8,400 SF (4,300 SF FOOTPRINT) LOT 2 BLDG 2 8,600 SF (4,300 SF FOOTPRINT) LOT 3 BLDG 3 8,600 SF (4,300 SF FOOTPRINT) LOT 1R3, BLOCK 1 GEORGETOWN PARK ADDITION DOC. No. D213017713 P.R.T.C.T. EX. ZONING: O1 L.U.D.: RETAIL COMMERCIAL OWNER: LAURENCE P CESANDER SOUTH NOLEN MEDICAL CONDO LOT 1 29.57% OF COMMEN AREA UNIT 1 D220001929 NOLEN OFFICE PARK FUTURE SIDEWALK TO BE BUILT WITH VILLAGE CENTER EXTENSION (ESCROW) VILLAGE CENTER DRIVE EXISTING DRIVE EX I S T I N G D R I V E DUMPSTER ENCLOSURE CURB CUT FLUME WITH METAL GRATE 10 ' U T I L E S M T CURB INLET GRATE INLET EX CURB INLET FIRE HYDRANT TO BE RELOCATED BY OTHERS EX FIRE HYDRANT 88' TO PROP CORNER (480' TO FHYD AT VILLAGE CENTER DR) 6 0 ' R O W EX FIRE HYDRANT EX FIRE HYDRANT 63' TO PROPERTY CORNER EX. ZONING: SP1 L.U.D.: RETAIL COMMERCIAL OWNER: CASTLE HILLS PROPERTY PARTNERS LLC 15' WATER ESMT S89°57'53"E 132.00' S0 ° 0 2 ' 0 7 " W 11 7 . 4 2 ' N89°59'03"W 28.30' S0 ° 0 0 ' 5 7 " W 18 . 0 0 ' S89°57'53"E 116.13' S0°02'07"W 1.11' N89°57'53"W 15.03' S0 ° 0 2 ' 0 7 " W 29 . 9 2 ' 15' BUILDING SETBACK 15' BUILDING SETBACK 24 ' 1 3 5 . 9 8 ' S T A C K I N G 196.89' TO NEXT DRIVEWAY 367' TO ROW 3.93' TO CONCRETE DRIVE ACROSS VILLAGE CTR DR. 5 ' 14 . 4 5 ' 14 . 4 3 ' 14 . 1 5 ' 13' 16.71' 8' 13 ' 13 ' 13 ' 4 4 4 4 9 9 9 99 9 13.91' 5 5 10 ' S S W R ES M T CONCRETE COMMERCIAL DRIVE 6 6 6 5 5 7 7 7 7 7 PROP FHYD PROP FDC PROP FDC 5' BUFFERYARD (TYPE A) 8' 9 24' FL 30 ' F L LAND- SCAPE DRAIN RETAINING WALL RETAINING WALL 1 0 ' W A T E R / P E S M T R30 'R 3 0 ' 10' WATER ESMT 10' WATER ESMT 15 0 ' D E A D E N D F L PROP FDC 9 6 . 0 6 ' F D C 3 0 . 6 7 ' 3 0 ' 17.47' 17.24' 11 . 2 6 ' 12 ' 16.94' 45 . 3 6 ' 45 . 3 3 ' 3.5'5' 8' 8' 8' PROP FHYD RELOCATION (BY OTHERS. REFER TO PLANS FOR GMI HDQRTS BY CLAYMOORE ENGINEERING) 17.1 2 ' FIRE RISER ROOM 5'x5' FIRE RISER ROOM 5'x5' FIRE RISER ROOM 5'x5' STAIRS 17.17' 9'9' 9'9' LIGHT POLE LIGHT POLE LIGHT POLE LIGHT POLE LIGHT POLE 56.21' TO FDC 92. 9 6 ' T O F D C SI T E P L A N SP-1COUNTYSURVEY:ABSTRACT NO. TARRANT EASTER 474 CITY:STATE: SOUTHLAKE TEXAS LEGAL DESCRIPTION: OWNER: APPLICANT: CLAYMOORE ENGINEERING, INC. 1903 CENTRAL DRIVE, SUITE #406 BEDFORD, TX 76021 PH: 817.281.0572 2021 PRIMROSE OFFICE II LLC 5506 SYCAMORE DR COLLEYVILLE, TX 76034 CONTACT NAME: CLAY CRISTY EASTER, THOMAS SURVEY ABSTRACT 474 TRACT 11 NOTES: 1.ALL DIMENSIONS ARE TO FACE OF CURB UNLESS OTHERWISE NOTED. 2.REFER TO ARCHITECTURAL PLANS FOR BUILDING DIMENSIONS AND EXACT DOOR LOCATIONS. 3.REFER TO ARCHITECTURAL PLANS FOR FENCE AND GATE DETAILS. 4.REFER TO ARCHITECTURAL PLANS FOR PROPOSED LIGHTING AND PHOTOMETRICS CONSTRUCTION SCHEDULE SAW CUT FULL DEPTH EXISTING PAVEMENT 4" PARKING STALL STRIPING COLOR: WHITE (TYP) CURB & GUTTER PROPOSED PEDESTRIAN RAMP HANDICAP SYMBOL PAVEMENT STRIPING HANDICAP SIGN CURB STOP PER DETAIL PROPOSED SIDEWALK 1 2 3 4 5 6 7 8 9 PRELIMINARY CLAYMOORE ENGINEERING DA T E No . RE V I S I O N BY DATE: SHEET 4/16/2021 CHECKED:CLC DRAWN:LRR DESIGN:LRR MA G N O L I A S O U T H L A K E VI L L A G E C E N T E R D R SO U T H L A K E , T X 7 6 0 9 2 19 0 3 C E N T R A L D R . S U I T E # 4 0 6 PH O N E : 8 1 7 . 2 8 1 . 0 5 7 2 BE D F O R D , T X 7 6 0 2 1 W W W . C L A Y M O O R E E N G . C O M TEXAS FIRM #14199 File No:MAGNOLIA SOUTHLAKE CITY CASE NO.: ZA21-0020 0 GRAPHIC SCALE 1 inch = ft. 20 20 40 20 10 CONTACT NAME: RANDY PRIMROSE BENCHMARK: TBM #1: MAG NAIL SET IN CONC DRIVE 38.5' NORTH AND 3.4' EAST OF THE SOUTHEAST CORNER OF SUBJECT PROPERTY.ELEVATION: 655.28 -CITY BENCHMARK: MONUMENT 49 GEODETIC DATA LATITUDE: 32°56'04.57805" LONGITUDE: 97°06'17.91291" ELLIP HGHT: 583.85' SITE VICINITY MAP N.T.S. N FM 1709 - SOUTHLAKE BLVD S. K I M B A L L A V E . CR O O K E D L N NO L E N D R I V E SI L I C O N D R . KIMBALL HILL CTEA S T W O O D D R . MA N C H E S T E R C T LEGEND LIGHT DUTY CONCRETE PAVEMENT MEDIUM DUTY CONCRETE PAVEMENT DUMPSTER AREA CONCRETE PAVEMENT PROPOSED CONCRETE SIDEWALK BUFFERYARD LANDSCAPE AREA PUBLIC CONCRETE SIDEWALK EXISTING DRIVE (BY OTHERS, TO MEET CITY STANDARDS FOR FIRE LINE CAPACITY OF 85,000 POUNDS GVW) PROPOSED CONCRETE CURB AND GUTTER PARKING COUNT FULL-DEPTH SAWCUT PROPOSED FIRE LANE STRIPPING VILLAGE CENTER 0 3 L E V E L 1 P L A N S C A L E : 3 / 1 6 " = 1 ' - 0 " 07LEVEL 2 PLANSCALE: 3/16" = 1'-0"210 O F F I C E 209 OFFICE208OFFICEWOMEN206 2 1 2 O F F I C E 203 OFFICE201OFFICE 2 1 5 CONFERENCE 2 1 4 S T A I R N O . 1 2 1 1 S T A I R N O . 2 218MECH.217 OFFICE204OFFICEMEN202CORRIDOR205CIRCULATION216CIRCULATION 220 CORRIDOR 1 0 1 K I T C H E N 1 1 8 C O N F E R E N C E 1 1 5 O F F I C E 1 1 1 O F F I C E 1 1 0 O F F I C E 1 0 9 O F F I C E 1 0 8 O F F I C E 1 0 5 1 0 3 M E N 1 0 2 1 1 9 1 2 1 J A N I T O R 1 2 0 K I T C H E N 1 2 2 I T R O O M 1 1 6 S T A I R N O . 1 1 1 2 1 1 4 O F F I C E F I L E S 104 CIRCULATION 117 CIRCULATION C O R R I D O R 75'-0" 5 1 ' - 1 0 " S T A I R N O . 2 75'-0"51'-10" 1 0 7 O F F I C E 219 F I L E S W O M E N L O B B Y ROOF HATCH O F F I C E 2 1 3 1 0 6 R E C E P T I O N 30 " x 6 0 " 36"x96" 1 1 3 T E L / R I S E R OFFICE207 M A I N E N T R Y E X I T BLDG USE: O F F I C E GROSS AR E A ( t h i s l e v e l ) : 4 , 2 0 0 S F 2 STORY B U I L D I N G B L D G U S E : O F F I C E G R O S S A R E A ( t h i s l e v e l ) : 4 , 2 0 0 S F 2 S T O R Y B U I L D I N G A 1 0 1 N o . I s s u e s a n d R e v i s i o n s : D a t e I s s u e s W i l d e r B e l s h a w P r o j e c t N u m b e r : 2 0 0 3 D r a w i n g N a m e : 2 4 3 5 E S o u t h l a k e B l v d P R I M R O S E O F F I C E , L L C S u i t e 1 5 0 P r i m r o s e S o u t h l a k e , T e x a s © 2 0 2 1 W I L D E R B E L S H A W A R C H I T E C T S I N C . P r o j e c t O w n e r : S h e e t N u m b e r : O f f i c e P a r k S o u t h l a k e , T X 7 6 0 9 2 0 1 1 5 M a r c h 2 0 2 1 C i t y S u b m i t t a l B U I L D I N G 1 L E V E L 1 a n d 2 P L A N S 0 3 L E V E L 1 P L A N S C A L E : 3 / 1 6 " = 1 ' - 0 " 07LEVEL 2 PLANSCALE: 3/16" = 1'-0"209 O F F I C E 208 OFFICE207OFFICESTAIR NO. 2206 2 1 1 O F F I C E 2 1 2 M E N 203 STAIR NO. 1201OFFICE 2 1 5 CONFERENCE 2 1 4 O F F I C E 2 1 0 O F F I C E 219MECH.217 OFFICE204OFFICEOFFICE202CORRIDOR205CIRCULATION216CIRCULATION 220 CORRIDOR 36"x96" 1 0 1 R E C E P T I O N 1 1 8 C O N F E R E N C E 1 1 5 M E N 1 1 4 W O M E N 1 1 1 O F F I C E 1 1 0 O F F I C E 1 0 9 O F F I C E 1 0 8 O F F I C E 1 0 5 1 0 3 O F F I C E 1 0 2 1 2 0 1 1 9 J A N I T O R 1 2 1 K I T C H E N 1 2 2 I T R O O M 1 1 6 O F F I C E 1 1 2 1 1 3 O F F I C E F I L E S 104 CIRCULATION 117 CIRCULATION C O R R I D O R 74'-0" 5 7 ' - 4 " O F F I C E 74'-0"57'-4" 1 0 7 S T A I R N O . 1 218FILES S T A I R N O . 2 O F F I C E ROOF HATCH W O M E N 2 1 3 1 0 6 T E L / R I S E R 1 6 ' - 6 " x 2 6 ' 1 2 ' - 4 " x 1 3 ' 1 2 ' - 4 " x 1 3 ' 1 2 ' x 1 3 ' M A I N E N T R Y E X I T BLDG USE: O F F I C E GROSS AR E A ( t h i s l e v e l ) : 4 , 3 0 0 S F 2 STORY B U I L D I N G B L D G U S E : O F F I C E G R O S S A R E A ( t h i s l e v e l ) : 4 , 3 0 0 S F 2 S T O R Y B U I L D I N G A 1 0 2 N o . I s s u e s a n d R e v i s i o n s : D a t e I s s u e s W i l d e r B e l s h a w P r o j e c t N u m b e r : 2 0 0 3 D r a w i n g N a m e : 2 4 3 5 E S o u t h l a k e B l v d P R I M R O S E O F F I C E , L L C S u i t e 1 5 0 P r i m r o s e S o u t h l a k e , T e x a s © 2 0 2 1 W I L D E R B E L S H A W A R C H I T E C T S I N C . P r o j e c t O w n e r : S h e e t N u m b e r : O f f i c e P a r k S o u t h l a k e , T X 7 6 0 9 2 0 1 1 5 M a r c h 2 0 2 1 C i t y S u b m i t t a l B U I L D I N G 2 a n d 3 L E V E L 1 a n d 2 P L A N S © 2021 WILDER BELSHAW ARCHITECTS INC. Wilder Belshaw Architects 3875 Ponte Ave. Suite 410 Addison, Texas 75001 214.969.0500 BUILDINGS 1, 2 and 3 05 April 2021 © 2021 WILDER BELSHAW ARCHITECTS INC. Wilder Belshaw Architects 3875 Ponte Ave. Suite 410 Addison, Texas 75001 214.969.0500 BUILDINGS 1, 2 and 3 05 April 2021 © 2021 WILDER BELSHAW ARCHITECTS INC. Wilder Belshaw Architects 3875 Ponte Ave. Suite 410 Addison, Texas 75001 214.969.0500 BUILDING 1 05 April 2021 © 2021 WILDER BELSHAW ARCHITECTS INC. Wilder Belshaw Architects 3875 Ponte Ave. Suite 410 Addison, Texas 75001 214.969.0500 BUILDING 1 05 April 2021 © 2021 WILDER BELSHAW ARCHITECTS INC. Wilder Belshaw Architects 3875 Ponte Ave. Suite 410 Addison, Texas 75001 214.969.0500 BUILDING 1 05 April 2021 © 2021 WILDER BELSHAW ARCHITECTS INC. Wilder Belshaw Architects 3875 Ponte Ave. Suite 410 Addison, Texas 75001 214.969.0500 BUILDINGS 2 and 3 05 April 2021 © 2021 WILDER BELSHAW ARCHITECTS INC. Wilder Belshaw Architects 3875 Ponte Ave. Suite 410 Addison, Texas 75001 214.969.0500 BUILDING 2 05 April 2021 © 2021 WILDER BELSHAW ARCHITECTS INC. Wilder Belshaw Architects 3875 Ponte Ave. Suite 410 Addison, Texas 75001 214.969.0500 BUILDINGS 2 and 3 05 April 2021 © 2021 WILDER BELSHAW ARCHITECTS INC. Wilder Belshaw Architects 3875 Ponte Ave. Suite 410 Addison, Texas 75001 214.969.0500 BUILDINGS 2 and 3 05 April 2021 © 2021 WILDER BELSHAW ARCHITECTS INC. Wilder Belshaw Architects 3875 Ponte Ave. Suite 410 Addison, Texas 75001 214.969.0500 BUILDINGS 2 and 3 05 April 2021 MUTUAL ACCESS EASEMENT INST. NO. D22029534411 D.R.T.C.T. M U T U A L A C C E S S E A S E M E N T I N S T . N O . D 2 2 0 2 9 5 3 4 4 1 1 D . R . T . C . T . PROPOSED 8,600 SF BLDG (2 STORY) PROPOSED 8,600 SF BLDG (2 STORY)PROP BLDG 8,400 SF (2 STORY) EXISTING TREE TO REMAIN, TYP. EXISTING TREE TO BE REMOVED, TYP. X X X X X X X X X X X X X X X X TREE PROTECTION FENCING TO REMAIN DURING CONSTRUCTION TYP., REFER TO 01/L1.03 2 3 4 5 6 789 10 11 12 13 14 15 16 17 18 19 20 212322 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 4948 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74 75 76 77 78 79 80 81 82 83 84 85 86 87 88 89 90 91 92 93 94 1 EXISTING TREE TO BE REMOVED, TYP. X X X X X X X X X X X X X X X X X X X X EXISTING TREE TO REMAIN, TYP. X X X X CR O O K E D L A N E S O U T H L A K E S T A T E O F T E X A S T C E T H I R C A EPACSDNALDEE G E I S R RT 422 6 K O R I N H A U G A N 04/13/21 TR E E P R E S E R V A T I O N PL A N L1.010102040 SCALE: 1" = 20'-0" N X EXISTING TREE TO BE REMOVED TREE PROTECTION FENCING TO REMAIN DURING CONSTRUCTION REFER TO 01/L1.03 EXISTING TREE TO REMAIN EXISTING TREE LEGEND TOTAL SITE AREA: 81,426 s.f. (1.86 acres) EXISTING CANOPY COVERAGE: 23,974 s.f. (29.4%) EXISTING CANOPY TO BE REMOVED: 20,544 s.f. (85.7%) EXISTING CANOPY TO REMAIN: 3,430 s.f. (14.3%) CASE # ZA21-0020 MUTUAL ACCESS EASEMENT INST. NO. D22029534411 D.R.T.C.T. M U T U A L A C C E S S E A S E M E N T I N S T . N O . D 2 2 0 2 9 5 3 4 4 1 1 D . R . T . C . T . PROPOSED 8,600 SF BLDG (2 STORY) PROPOSED 8,600 SF BLDG (2 STORY)PROP BLDG 8,400 SF (2 STORY) EXISTING TREE CANOPY TO REMAIN, TYP. EXISTING TREE CANOPY TO REMAIN, TYP. EXISTING TREE CANOPY TO BE REMOVED, TYP. EXISTING TREE CANOPY TO BE REMOVED, TYP. EXISTING TREE CANOPY TO BE REMOVED, TYP. EXISTING TREE CANOPY TO BE REMOVED, TYP. EXISTING TREE CANOPY TO REMAIN, TYP. CR O O K E D L A N E S O U T H L A K E S T A T E O F T E X A S T C E T H I R C A EPACSDNALDEE G E I S R RT 422 6 K O R I N H A U G A N 04/13/21 TR E E C O N S E R V A T I O N PL A N L1.020102040 SCALE: 1" = 20'-0" N EXISTING TREE CANOPY TO REMAIN EXISTING TREE LEGEND EXISTING TREE CANOPY TO BE REMOVED TOTAL SITE AREA: 81,426 s.f. (1.86 acres) EXISTING CANOPY COVERAGE: 23,974 s.f. (29.4%) EXISTING CANOPY TO BE REMOVED: 20,544 s.f. (85.7%) EXISTING CANOPY TO REMAIN: 3,430 s.f. (14.3%) CASE # ZA21-0020 CR O O K E D L A N E S O U T H L A K E S T A T E O F T E X A S T C E T H I R C A EPACSDNALDEE G E I S R RT 422 6 K O R I N H A U G A N 04/13/21 TR E E P R E S E R V A T I O N NO T E S L1.03 TREE PRESERVATION NOTES 1.EXISTING TREES TO REMAIN SHALL BE PROTECTED DURING CONSTRUCTION FROM TREE STRUCTURE DAMAGE AND COMPACTION OF SOIL UNDER AND AROUND DRIP LINE (CANOPY) OF TREE. 2.IF ANY ROOT STRUCTURE IS DAMAGED DURING ADJACENT EXCAVATION / CONSTRUCTION, NOTIFY OWNER'S AUTHORIZED REPRESENTATIVE IMMEDIATELY. IT IS RECOMMENDED THAT A LICENSED ARBORIST BE SECURED FOR THE TREATMENT OF ANY POSSIBLE TREE WOUNDS. 3.NO DISTURBANCE OF THE SOIL GREATER THAN 4" SHALL BE LOCATED CLOSER TO THE TREE TRUNK THAN 1/2 THE DISTANCE OF THE DRIP LINE TO THE TREE TRUNK. A MINIMUM OF 75% OF THE DRIP LINE AND ROOT ZONE SHALL BE PRESERVED AT NATURAL GRADE. 4.ANY FINE GRADING DONE WITHIN THE CRITICAL ROOT ZONES OF THE PROTECTED TREES MUST BE DONE WITH LIGHT MACHINERY SUCH AS A BOBCAT OR LIGHT TRACTOR. NO EARTH MOVING EQUIPMENT WITH TRACKS IS ALLOWED WITHIN THE CRITICAL ROOT ZONE OF THE TREES. 5.NO MATERIALS INTENDED FOR USE IN CONSTRUCTION OR WASTE MATERIALS ACCUMULATED DUE TO EXCAVATION OR DEMOLITION SHALL BE PLACED WITHIN THE LIMITS OF THE DRIP LINE OF ANY TREE. 6.NO EQUIPMENT MAY BE CLEANED OR TOXIC SOLUTIONS, OR OTHER LIQUID CHEMICALS, SHALL BE DEPOSITED WITHIN THE LIMITS OF THE DRIP LINE OF A TREE, INCLUDING BUT NOT LIMITED TO: PAINT, OIL, SOLVENTS, ASPHALT, CONCRETE, MORTAR, PRIMERS, ETC. 7.NO SIGNS, WIRES OR OTHER ATTACHMENTS, OTHER THAN THOSE OF A PROTECTIVE NATURE, SHALL BE ATTACHED TO ANY TREE. 8.NO VEHICULAR / CONSTRUCTION EQUIPMENT TRAFFIC OR PARKING IS ALLOWED WITHIN THE LIMITS OF THE DRIP LINE OF TREES. 9.BORING OF UTILITIES MAY BE PERMITTED UNDER PROTECTED TREES IN CERTAIN CIRCUMSTANCES. THE MINIMUM LENGTH OF THE BORE SHALL BE THE WIDTH OF THE TREE'S CANOPY AND SHALL BE A MINIMUM DEPTH OF FORTY-EIGHT (48") INCHES. 10.IRRIGATION TRENCHING WHICH MUST BE DONE WITHIN THE CRITICAL ROOT ZONE OF A TREE SHALL BE DUG BY HAND AND ENTER THE AREA IN A RADIAL MANNER. 11.ALL TREES TO BE REMOVED FROM THE SITE SHALL BE FLAGGED BY THE CONTRACTOR WITH BRIGHT RED VINYL TAPE (3" WIDTH) WRAPPED AROUND THE MAIN TRUNK AT A HEIGHT OF FOUR (4') FEET ABOVE GRADE. FLAGGING SHALL BE APPROVED BY OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO ANY TREE REMOVAL. CONTRACTOR SHALL CONTACT OWNER'S AUTHORIZED REPRESENTATIVE WITH 72 HOURS NOTICE TO SCHEDULE ON-SITE MEETING. 12.ALL TREES TO REMAIN, AS NOTED ON DRAWINGS, SHALL HAVE PROTECTIVE FENCING LOCATED AT THE TREE'S DRIP LINE. THE PROTECTIVE FENCING MAY BE COMPRISED OF SNOW FENCING, ORANGE VINYL CONSTRUCTION FENCING, CHAIN LINK FENCE OR OTHER SIMILAR FENCING WITH A FOUR (4') FOOT APPROXIMATE HEIGHT. THE PROTECTIVE FENCING SHALL BE LOCATED AS INDICATED ON THE TREE PROTECTION DETAIL. 13.WHEN A LOW HANGING LIMB IS BROKEN DURING THE COURSE OF CONSTRUCTION, THE CONTRACTOR SHALL NOTIFY THE OWNER'S AUTHORIZED REPRESENTATIVE IMMEDIATELY. UNDER NO CIRCUMSTANCE SHALL THE CONTRACTOR PRUNE ANY PORTION OF THE DAMAGED TREE WITHOUT THE PRIOR APPROVAL BY THE OWNER'S AUTHORIZED REPRESENTATIVE. PRUNING AND TRIMMING NOTES 1.CONTRACTOR SHALL PRUNE ALL EXISTING TREES ON-SITE USING THE FOLLOWING GUIDELINES. 2.ALL TREES SHALL BE TRIMMED SO THAT NATURAL SHAPES OF THE PLANTS ARE RETAINED. 3.DO NOT 'TOP' OR 'HEAD' TREES. 4.IF BALLING OR SHEARING OF TREES HAS OCCURRED IN THE PAST, DISCONTINUE THIS PRACTICE AND ALLOW PLANTS TO GROW INTO NATURAL SHAPE. 5.REMOVE SUCKERS, DEAD, DYING, DISEASED, BROKEN AND / OR WEAK BRANCHES FROM ALL TREES ALONG THE MAIN TRUNK STRUCTURE AND WITHIN THE BRANCHING AREA. 6.CONTRACTOR SHALL PRUNE EXISTING DECIDUOUS HARDWOOD BY REMOVING LOWER LIMBS TO RAISE THE CANOPY. THE BOTTOM OF THE CANOPY SHALL BE RAISED TO 12'-0" ABOVE GRADE FOR DECIDUOUS HARDWOOD TREES, WHEN POSSIBLE. THE INTEGRITY OF THE CANOPY AND STRUCTURE OF THE TREE SHALL BE MAINTAINED. DO NOT CUT OR PRUNE CENTRAL LEADERS. 7.CONTRACTOR SHALL THIN THE CANOPY BY ONE-FOURTH. PRUNE TREE TO EVENLY SPACE BRANCHES WITHIN THE CANOPY WHENEVER POSSIBLE. REMOVE THOSE LIMBS THAT CROSS OTHERS, DOUBLE LEADERS AND THOSE THAT EXCESSIVELY EXTEND BEYOND THE NATURAL CROWN OF THE TREE. 8.CONTRACTOR SHALL PROVIDE DEEP ROOT FEEDING AND INVIGORATION OF EXISTING TREES. THIS SHALL BE ORGANIC BASED NUTRIENTS BASED FOR ROOT GROWTH AND LEAF GROWTH STIMULATION. 9.CONTRACTOR SHALL BE REQUIRED TO CHIP ALL REMOVED BRANCHES, LEAFS, ETC. 4' - 0 " M I N . 3' - 0 " LIMITS OF DRIPLINE 01 TREE PROTECTIVE FENCING NOT TO SCALE REFER TO PLAN FOR EXISTING TREE TO REMAIN EXISTING GRADE TO REMAIN UNDISTURBED METAL T-POST PLACED NO FURTHER THAN 8' APART SNOW FENCE, ORANGE VINYL CONSTRUCTION FENCE, OR CHAINLINK FENCE CASE # ZA21-0020 MUTUAL ACCESS EASEMENT INST. NO. D22029534411 D.R.T.C.T. M U T U A L A C C E S S E A S E M E N T I N S T . N O . D 2 2 0 2 9 5 3 4 4 1 1 D . R . T . C . T . PROPOSED 8,600 SF BLDG (2 STORY) PROPOSED 8,600 SF BLDG (2 STORY)PROP BLDG 8,400 SF (2 STORY) EXISTING TREE TO REMAIN, TYP. 2 3 4 5 6 78 10 74 75 82 91 1 EXISTING TREE TO REMAIN, TYP. 1 SO 63 TS 1 SO 45 MFG 1 SO 130 MFG 1 LO 2 CM 1 LO 1 CM 1 CM 15 SG 30 SC 6 SG 55 MFG 2 CP 100 MFG 1 SO 45 MFG 2 CP 100 MFG 1 CP 75 MFG 1 CP 11 MIS 2 SO 6 MIS 9 SG 1 LO 5 MIS 6 MIS 6 MIS 10 SG 20 LOR 6 RM 15 SC 25 SC 8 RM 25 TS 3 MG 1 DW 1 MG 1 DW 2 CP 100 MFG 13 RM 14 RM 6 LOR 10 TS 6 RM 15 SC 9 RM 15 SC 10 SG12 TS 1 SO 20 SG 2 AG 70 MFG 25 MFG 2 CP 100 MFG 110 MFG 1 DW 4 MG 3 MG 2 SO 6 TS 120 MFG 9 SG 11 MIS 9 SG 2 SO 100 MFG 24" MULCH BED, TYP. AT B.O.C. MULCH BED,TYP. 4 CM 6 MIS 9 SG 5' LANDSCAPE BUFFER 5' LANDSCAPE BUFFER 5' L A N D S C A P E B U F F E R 5' L A N D S C A P E BU F F E R 30 SC 6 SG 24" DECOMPOSED GRANITE STEPOUT, TYP. DG DG DG 24" DECOMPOSED GRANITE STEPOUT, TYP. DG 5 TS 3 MG DG 5 TS 90 MFG 9 TS 1 AG 1 AG 10 RM 28 SK 5 AG DG 10 RM 18 SK 6 LOR FREESTANDING PLANTER,TYP. SELECTION BY OWNER. 1 AG 1 AG 6 LOR 2 AG 9 SG CR O O K E D L A N E S O U T H L A K E S T A T E O F T E X A S T C E T H I R C A EPACSDNALDEE G E I S R RT 422 6 K O R I N H A U G A N 04/13/21 LA N D S C A P E P L A N L2.010102040 SCALE: 1" = 20'-0" N EXISTING TREE TO REMAIN EXISTING TREE LEGEND LANDSCAPE NOTES 1.CONTRACTOR SHALL VERIFY ALL EXISTING AND PROPOSED SITE ELEMENTS AND NOTIFY LANDSCAPE ARCHITECT OF ANY DISCREPANCIES. SURVEY DATA OF EXISTING CONDITIONS WAS SUPPLIED BY OTHERS. 2.CONTRACTOR SHALL LOCATE ALL EXISTING UNDERGROUND UTILITIES AND NOTIFY LANDSCAPE ARCHITECT OF ANY CONFLICTS. CONTRACTOR SHALL EXERCISE CAUTION WHEN WORKING IN THE VICINITY OF UNDERGROUND UTILITIES. 3.CONTRACTOR SHALL PROVIDE A MINIMUM 2% SLOPE AWAY FROM ALL STRUCTURES. 4.CONTRACTOR SHALL FINE GRADE AREAS TO ACHIEVE FINAL CONTOURS AS INDICATED. LEAVE AREAS TO RECEIVE TOPSOIL 3" BELOW FINAL FINISHED GRADE IN PLANTING AREAS AND 1" BELOW FINAL FINISHED GRADE IN LAWN AREAS. 5.ALL PLANTING BEDS AND LAWN AREAS SHALL BE SEPARATED BY STEEL EDGING. NO STEEL EDGING SHALL BE INSTALLED ADJACENT TO BUILDINGS, WALKS, OR CURBS. CUT STEEL EDGING AT 45 DEGREE ANGLE WHERE IT INTERSECTS WALKS AND CURBS. 6.TOP OF MULCH SHALL BE 1/2" MINIMUM BELOW THE TOP OF WALKS AND CURBS. 7.ALL LAWN AREAS SHALL BE SOLID SOD BERMUDAGRASS, UNLESS OTHERWISE NOTED ON THE DRAWINGS. 8.ALL REQUIRED LANDSCAPE AREAS SHALL BE PROVIDED WITH AN AUTOMATIC UNDERGROUND IRRIGATION SYSTEM WITH RAIN AND FREEZE SENSORS AND EVAPOTRANSPIRATION (ET) WEATHER-BASED CONTROLLERS AND SAID IRRIGATION SYSTEM SHALL BE DESIGNED BY A QUALIFIED PROFESSIONAL AND INSTALLED BY A LICENSED IRRIGATOR. 9.CONTRACTOR SHALL PROVIDE BID PROPOSAL LISTING UNIT PRICES FOR ALL MATERIAL PROVIDED. 10.CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL REQUIRED LANDSCAPE AND IRRIGATION PERMITS. MAINTENANCE NOTES 1.THE OWNER, TENANT AND THEIR AGENT, IF ANY, SHALL BE JOINTLY AND SEVERALLY RESPONSIBLE FOR THE MAINTENANCE OF ALL LANDSCAPE. 2.ALL LANDSCAPE SHALL BE MAINTAINED IN A NEAT AND ORDERLY MANNER AT ALL TIMES. THIS SHALL INCLUDE MOWING, EDGING, PRUNING, FERTILIZING, WATERING, WEEDING AND OTHER SUCH ACTIVITIES COMMON TO LANDSCAPE MAINTENANCE. 3.ALL LANDSCAPE AREAS SHALL BE KEPT FREE OF TRASH, LITTER, WEEDS AND OTHER SUCH MATERIAL OR PLANTS NOT PART OF THIS PLAN. 4.ALL PLANT MATERIAL SHALL BE MAINTAINED IN A HEALTHY AND GROWING CONDITION AS IS APPROPRIATE FOR THE SEASON OF THE YEAR. 5.ALL PLANT MATERIAL WHICH DIES SHALL BE REPLACED WITH PLANT MATERIAL OF EQUAL OR BETTER VALUE. 6.CONTRACTOR SHALL PROVIDE SEPARATE BID PROPOSAL FOR ONE YEAR'S MAINTENANCE TO BEGIN AFTER FINAL ACCEPTANCE. GENERAL LAWN NOTES 1.CONTRACTOR SHALL COORDINATE OPERATIONS AND AVAILABILITY OF EXISTING TOPSOIL WITH ON-SITE CONSTRUCTION MANAGER. 2.CONTRACTOR SHALL LEAVE LAWN AREAS 1" BELOW FINAL FINISHED GRADE PRIOR TO TOPSOIL INSTALLATION. 3.CONTRACTOR SHALL FINE GRADE AREAS TO ACHIEVE FINAL CONTOURS AS INDICATED ON CIVIL PLANS. ADJUST CONTOURS TO ACHIEVE POSITIVE DRAINAGE AWAY FROM BUILDINGS. PROVIDE UNIFORM ROUNDING AT TOP AND BOTTOM OF SLOPES AND OTHER BREAKS IN GRADE. CORRECT IRREGULARITIES AND AREAS WHERE WATER MAY STAND. 4.ALL LAWN AREAS SHALL BE FINE GRADED, IRRIGATION TRENCHES COMPLETELY SETTLED AND FINISH GRADE APPROVED BY THE OWNER'S CONSTRUCTION MANAGER OR LANDSCAPE ARCHITECT PRIOR TO LAWN INSTALLATION. 5.CONTRACTOR SHALL REMOVE ALL ROCKS 3/4" DIAMETER AND LARGER, DIRT CLODS, STICKS, CONCRETE SPOILS, ETC. PRIOR TO PLACING TOPSOIL AND LAWN INSTALLATION. 6.CONTRACTOR SHALL MAINTAIN ALL LAWN AREAS UNTIL FINAL ACCEPTANCE. THIS SHALL INCLUDE, BUT NOT BE LIMITED TO: MOWING, WATERING, WEEDING, CULTIVATING, CLEANING AND REPLACING DEAD OR BARE AREAS TO KEEP PLANTS IN A VIGOROUS, HEALTHY CONDITION. 7.CONTRACTOR SHALL GUARANTEE ESTABLISHMENT OF ACCEPTABLE TURF AREA AND SHALL PROVIDE REPLACEMENT FROM LOCAL SUPPLY IF NECESSARY. SOLID SOD NOTES 1.PLANT SOD BY HAND TO COVER INDICATED AREAS COMPLETELY. ENSURE EDGES OF SOD ARE TOUCHING. TOP DRESS JOINTS BY HAND WITH TOPSOIL TO FILL VOIDS. 2.ROLL GRASS AREAS TO ACHIEVE A SMOOTH, EVEN SURFACE, FREE FROM UNNATURAL UNDULATIONS. 3.WATER SOD THOROUGHLY AS SOD OPERATION PROGRESSES. 4.IF INSTALLATION OCCURS BETWEEN SEPTEMBER 1 AND MARCH 1, OVER-SEED BERMUDAGRASS SOD WITH WINTER RYEGRASS, AT A RATE OF FOUR (4) POUNDS PER ONE THOUSAND (1000) SQUARE FEET. CASE # ZA21-0020GENERAL NOTE: ALL MECHANICAL EQUIPMENT TO BE SCREENED PER CITY REQUIREMENTS CR O O K E D L A N E S O U T H L A K E S T A T E O F T E X A S T C E T H I R C A EPACSDNALDEE G E I S R RT 422 6 K O R I N H A U G A N 04/13/21 LA N D S C A P E S P E C I F I C A T I O N S AN D D E T A I L S L2.02 PREPARED SOIL MIX PER SPECIFICATIONS; TILL 6" MINIMUM OF PREPARED SOIL MIX INTO 6" DEPTH OF EXISTING SOIL 3/16" X 4" BLACK EDGING, STAKES ON INSIDE; EDGING SHALL BE 1/2" MAXIMUM HEIGHT ABOVE FINISH GRADE TOP OF MULCH 1/2" MINIMUM BELOW TOP OF CONCRETE WALK / CURB CONCRETE WALK LAWN / FINISH GRADE NOTE: NO STEEL EDGING SHALL BE INSTALLED ALONG SIDEWALKS OR CURBS ROOTBALL, DO NOT DISTURB NATIVE SOIL POCKET PLANTING NOT ALLOWED SHRUBS / GROUNDCOVER; REFER TO LANDSCAPE PLAN TOPDRESS MULCH PER SPECIFICATIONS; 2" MINIMUM SETTLED THICKNESS SCARIFY SIDES REFER TO LANDSCAPE PLAN FOR SPACING6" A. E. C.B. I. H. F. G. D. TREE PLANTING DETAIL LEGEND AND NOTES A.TREE: TREES SHALL CONFORM WITH LATEST AMERICAN STANDARD FOR NURSERY STOCK. www.anla.org B.TREE PIT: WIDTH TO BE AT LEAST TWO (2) TIMES THE DIAMETER OF THE ROOT BALL CENTER TREE IN HOLE & REST ROOT BALL ON UNDISTURBED NATIVE SOIL. C.ROOT BALL: REMOVE TOP 13 BURLAP AND ANY OTHER FOREIGN OBJECT; CONTAINER GROWN STOCK TO BE INSPECTED FOR GIRDLING ROOTS. D.ROOT FLARE: ENSURE THAT ROOT FLARE IS EXPOSED, FREE FROM MULCH, AND AT LEAST TWO INCHES ABOVE GRADE. TREES SHALL BE REJECTED WHEN GIRDLING ROOTS ARE PRESENT & ROOT FLARE IS NOT APPARENT. E.ROOTBALL ANCHOR RING: REFER TO MANUFACTURER'S GUIDELINES FOR SIZING. PLACE ROOTBALL ANCHOR RING ON BASE OF ROOTBALL, TRUNK SHOULD BE IN THE CENTER OF THE RING. F.ROOT ANCHOR BY TREE STAKE SOLUTIONS. G.NAIL STAKE: REFER TO MANUFACTURER'S GUIDELINES FOR SIZING. INSTALL NAIL STAKES WITH HAMMER OR MALLET FIRMLY INTO UNDISTURBED GROUND. DRIVE NAIL STAKES FLUSH WITH "U" BRACKET ADJACENT TO ROOTBALL (DO NOT DISTURB ROOTBALL). H.BACKFILL: USE EXISTING NATIVE SOIL (no amendments) WATER THOROUGHLY TO ELIMINATE AIR POCKETS. I.MULCH: DOUBLE SHREDDED HARDWOOD MULCH 2 INCH SETTLED THICKNESS, WITH 2" HT. WATERING RING; ENSURE THAT ROOT FLARE IS EXPOSED. BELOW GROUND STAKE SHOULD NOT BE VISIBLE. J.TREE STAKES: TREE STAKE SOLUTIONS 'SAFETY STAKE' BELOW GROUND MODEL AVAILABLE FROM: Tree Stake Solutions ATTN: Jeff Tuley (903) 676-6143 jeff@treestakesolutions.com www.treestakesolutions.com OR APPROVED EQUAL. TREES SHALL BE STAKED BELOW GROUND WHERE NECESSARY; ABOVE GROUND STAKING IS EXPRESSLY PROHIBITED. K.IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN A COPY OF THE MANUFACTURER'S SPECIFICATIONS PRIOR TO INSTALLATION OF TREE STAKES. CONTRACTOR SHALL ADHERE TO MANUFACTURER'S INSTALLATION GUIDELINES, SPECIFICATIONS, AND OTHER REQUIREMENTS FOR TREE STAKE INSTALLATION. 01 TREE PLANTING DETAIL NOT TO SCALE 02 SHRUB / GROUNDCOVER DETAIL NOT TO SCALE SECTION 32 9300 - LANDSCAPE PART 1 - GENERAL 1.1 REFERENCED DOCUMENTS A.Refer to Landscape Plans, notes, details, bidding requirements, special provisions, and schedules for additional requirements. 1.2 DESCRIPTION OF WORK A.Work included: Furnish all supervision, labor, materials, services, equipment and appliances required to complete the work covered in conjunction with the landscaping covered in these specifications and landscaping plans, including: 1. Planting (trees, shrubs and grasses) 2. Bed preparation and fertilization 3. Notification of sources 4. Water and maintenance until final acceptance 5. Guarantee 1.3 REFERENCE STANDARDS A.American Standard for Nursery Stock published by American Association of Nurserymen: April 14, 2014 Edition; by American National Standards Institute, Inc. (Z60.1) – plant material B.American Joint Committee on Horticultural Nomenclature: 1942 Edition of Standardized Plant Names. C.Texas Association of Nurserymen, Grades and Standards D.Hortis Third, 1976 - Cornell University 1.4 NOTIFICATION OF SOURCES AND SUBMITTALS A.Samples: Provide representative quantities of sandy loam soil, mulch, bed mix material, gravel, crushed stone, steel edging and tree stakes. Samples shall be approved by Owner's Authorized Representative before use on the project. 1.5 JOB CONDITIONS A.General Contractor to complete the following punch list: Prior to Landscape Contractor initiating any portion of landscape installation, General Contractor shall leave planting bed areas three (3") inches below final finish grade of sidewalks, drives and curbs as shown on the drawings. All lawn areas to receive solid sod shall be left one (1") inch below the final finish grade of sidewalks, drives and curbs. All construction debris shall be removed prior to Landscape Contractor beginning any work. B.Storage of materials and equipment at the job site will be at the risk of the Landscape Contractor. The Owner cannot be held responsible for theft or damage. 1.6 MAINTENANCE AND GUARANTEE A.Maintenance: 1.The Landscape Contractor shall be held responsible for the maintenance of all work from the time of planting until final acceptance by the Owner. No trees, shrubs, groundcover or grass will be accepted unless they show healthy growth and satisfactory foliage conditions. 2.Maintenance shall include watering of trees and plants, cultivation, weeding spraying, edging, pruning of trees, mowing of grass, cleaning up and all other work necessary of maintenance. 3.A written notice requesting final inspection and acceptance should be submitted to the Owner at least seven (7) days prior to completion. An on-site inspection by the Owner's Authorized Representative will be completed prior to written acceptance. B.Guarantee: 1.Trees, shrubs and groundcover shall be guaranteed for a twelve (12) month period after final acceptance. The Contractor shall replace all dead materials as soon as weather permits and upon notification of the Owner. Plants, including trees, which have partially died so that shape, size, or symmetry have been damaged, shall be considered subject to replacement. In such cases, the opinion of the Owner shall be final. a.Plants used for replacement shall be of the same size and kind as those originally planted and shall be planted as originally specified. All work, including materials, labor and equipment used in replacements, shall carry a twelve (12) month guarantee. Any damage, including ruts in lawn or bed areas, incurred as a result of making replacements shall be immediately repaired. b.At the direction of the Owner, plants may be replaced at the start of the next year's planting season. In such cases, dead plants shall be removed from the premises immediately. c.When plant replacements are made, plants, soil mix, fertilizer and mulch are to be utilized as originally specified and re-inspected for full compliance with the contract requirements. All replacements are to be included under "Work" of this section. 2.The Owner agrees that for the guarantee to be effective, he will water plants at least twice a week during dry periods and cultivate beds once a month after final acceptance. 3.The above guarantee shall not apply where plants die after acceptance because of injury from storms, hail, freeze, insects, diseases, injury by humans, machines or theft. 4.Acceptance for all landscape work shall be given after final inspection by the Owner provided the job is in a complete, undamaged condition and there is a stand of grass in all lawn areas. At that time, the Owner will assume maintenance on the accepted work. C.Repairs: Any necessary repairs under the Guarantee must be made within ten (10) days after receiving notice, weather permitting. In the event the Landscape Contractor does not make repairs accordingly, the Owner, without further notice to Contractor, may provide materials and men to make such repairs at the expense to the Landscape Contractor. 1.7 QUALITY ASSURANCE A.General: Comply with applicable federal, state, county and local regulations governing landscape materials and work. B.Personnel: Employ only experienced personnel who are familiar with the required work. Provide full time supervision by a qualified foreman acceptable to Landscape Architect. C.Selection of Plant Material: 1.Make contact with suppliers immediately upon obtaining notice of contract acceptance to select and book materials. Develop a program of maintenance (pruning and fertilization) which will ensure the purchased materials will meet and / or exceed project specifications. 2.Substitutions: Do not make plant material substitutions. If the specified landscape material is not obtainable, submit proof of non-availability to Landscape Architect, together with proposal for use of equivalent material. At the time bids are submitted, the Contractor is assumed to have located the materials necessary to complete the job as specified. 3.Landscape Architect will provide a key identifying each tree location on site. Written verification will be required to document material selection, source and delivery schedules to site. 4.Measurements: Measure trees with branches and trunks or canes in their normal position. Do not prune to obtain required sizes. Take caliper measurements six inches above ground for trees up to and including 4" caliper size, and twelve inches above ground for larger sizes. Measure main body of all plant material of height and spread dimensions, do not measure from branch or root tip-to-tip. 5.Owner's Authorized Representative shall inspect all plant material with requirements for genus, species, cultivar / variety size and quality. 6.Owner's Authorized Representative retains the right to further inspect all plant material upon arrival to the site and during installation for size and condition of root balls and root systems, limbs, branching habit, insects, injuries and latent defects. 7.Owner's Authorized Representative may reject unsatisfactory or defective material at any time during the process work. Remove rejected materials immediately from the site and replace with acceptable material at no additional cost to the Owner. Plants damaged in transit or at job site shall be rejected. 1.8 PRODUCT DELIVERY, STORAGE AND HANDLING A.Preparation: 1.Balled and Burlapped (B&B) Plants: Dig and prepare shipment in a manner that will not damage roots, branches, shape and future development. 2.Container Grown Plants: Deliver plants in rigid container to hold ball shape and protect root mass. B.Delivery: 1.Deliver packaged materials in sealed containers showing weight, analysis and name of manufacturer. Protect materials from deterioration during delivery and while stored on site. 2.Deliver only plant materials that can be planted in one day unless adequate storage and watering facilities are available on job site. 3.Protect root balls by heeling in with sawdust or other approved moisture retaining material if not planted within 24 hours of delivery. 4.Protect plants during delivery to prevent damage to root balls or desiccation of leaves. Keep plants moist at all times. Cover all materials during transport. 5.Notify Owner's Authorized Representative of delivery schedule 72 hours in advance job site. 6.Remove rejected plant material immediately from job site. 7.To avoid damage or stress, do not lift, move, adjust to plumb, or otherwise manipulate plants by trunk or stems. PART 2 - PRODUCTS 2.1 PLANTS A.General: Well-formed No. 1 grade or better nursery grown stock. Listed plant heights are from tops of root balls to nominal tops of plants. Plant spread refers to nominal outer width of the plant, not to the outer leaf tips. Plants will be individually approved by the Owner's Authorized Representative and his decision as to their acceptability shall be final. B.Quantities: The drawings and specifications are complementary. Anything called for on one and not the other is as binding as if shown and called for on both. The plant schedule is an aid to bidders only. Confirm all quantities on plan. C.Quality and size: Plant materials shall conform to the size given on the plan, and shall be healthy, symmetrical, well-shaped, full branched and well rooted. The plants shall be free from injurious insects, diseases, injuries to the bark or roots, broken branches, objectionable disfigurements, insect eggs and larvae, and are to be of specimen quality. D.Approval: All plants which are found unsuitable in growth, or are in any unhealthy, badly shaped or undersized condition will be rejected by the Owner's Authorized Representative either before or after planting and shall be removed at the expense of the Landscape Contractor and replaced with acceptable plant as specified at no additional cost to the Owner. E.Trees shall be healthy, full-branched, well-shaped, and shall meet the minimum trunk and diameter requirements of the plant schedule. Balls shall be firm, neat, slightly tapered and well wrapped in burlap. Any tree loose in the ball or with a broken root ball at time of planting will be rejected. Balls shall be ten (10") inches in diameter for each one (1") inch of trunk diameter, measured six (6") inches above ball. (Nomenclature confirms to the customary nursery usage. For clarification, the term "multi-trunk" defines a plant having three (3) or more trunks of nearly equal diameter.) F.Pruning: All pruning of trees and shrubs, as directed by the Landscape Architect prior to final acceptance, shall be executed by the Landscape Contractor at no additional cost to the Owner. 2.2 SOIL PREPARATION MATERIALS A.Sandy Loam: 1.Friable, fertile, dark, loamy soil, free of clay lumps, subsoil, stones and other extraneous material and reasonably free of weeds and foreign grasses. Loam containing Dallasgrass or Nutgrass shall be rejected. 2.Physical properties as follows: a.Clay – between 7-27 percent b.Silt – between 15-25 percent c.Sand – less than 52 percent 3.Organic matter shall be 3%-10% of total dry weight. 4.If requested, Landscape Contractor shall provide a certified soil analysis conducted by an approved soil testing laboratory verifying that sandy loam meets the above requirements. B.Organic Material: Compost with a mixture of 80% vegetative matter and 20% animal waste. Ingredients should be a mix of course and fine textured material. C.Premixed Bedding Soil as supplied by Vital Earth Resources, Gladewater, Texas; Professional Bedding Soil as supplied by Living Earth Technology, Dallas, Texas or Acid Gro Municipal Mix as supplied by Soil Building Systems, Dallas, Texas or approved equal. D.Sharp Sand: Sharp sand must be free of seeds, soil particles and weeds. E.Mulch: Double Shredded Hardwood Mulch, partially decomposed, dark brown. Living Earth Technologies or approved equal. F.Organic Fertilizer: Fertilaid, Sustane, or Green Sense or equal as recommended for required applications. Fertilizer shall be delivered to the site in original unopened containers, each bearing the manufacturer's guaranteed statement of analysis. G.Commercial Fertilizer: 10-20-10 or similar analysis. Nitrogen source to be a minimum 50% slow release organic Nitrogen (SCU or UF) with a minimum 8% sulfur and 4% iron, plus micronutrients. H.Peat: Commercial sphagnum peat moss or partially decomposed shredded pine bark or other approved organic material. 2.3 MISCELLANEOUS MATERIALS A.Steel Edging: All steel edging shall be 3/16" thick x 4" deep x 16' long with 6 stakes per section, painted black at the factory as manufactured by The J.D. Russell Company and under its trade name DURAEDGE Heavy Duty Steel. B.Staking Material for Shade Trees: refer to details. C.Gravel: Washed native pea gravel, graded 1 inch to 1-1/2 inch. D.Filter Fabric: 'Mirafi Mirascape' by Mirafi Construction Products available at Lone Star Products, Inc., (469) 523-0444 or approved equal. E.River Rock: 'Colorado' or native river rock, 2" - 4" dia. F.Decomposed Granite: Base material shall consist of a natural material mix of granite aggregate not to exceed 1/8" diameter in size and shall be composed of various stages of decomposed earth base. PART 3 - EXECUTION 3.1 BED PREPARATION & FERTILIZATION A.Landscape Contractor to inspect all existing conditions and report any deficiencies to the Owner. B.All planting areas shall be conditioned as follows: 1.Prepare new planting beds by scraping away existing grass and weeds as necessary. Till existing soil to a depth of six (6") inches prior to placing compost and fertilizer. Apply fertilizer as per Manufacturer's recommendations. Add six (6") inches of compost and till into a depth of six (6") inches of the topsoil. Apply organic fertilizer such as Sustane or Green Sense at the rate of twenty (20) pounds per one thousand (1,000) square feet. 2.All planting areas shall receive a two (2") inch layer of specified mulch. 3.Backfill for tree pits shall be as follows: Use existing top soil on site (use imported topsoil as needed) free from large clumps, rocks, debris, caliche, subsoils, etc., placed in nine (9") inch layers and watered in thoroughly. C.Grass Areas: 1.Blocks of sod should be laid joint to joint (staggered joints) after fertilizing the ground first. Roll grass areas to achieve a smooth, even surface. The joints between the blocks of sod should be filled with topsoil where they are evidently gaped open, then watered thoroughly. 3.2 INSTALLATION A.Maintenance of plant materials shall begin immediately after each plant is delivered to the site and shall continue until all construction has been satisfactorily accomplished. B.Plant materials shall be delivered to the site only after the beds are prepared and areas are ready for planting. All shipments of nursery materials shall be thoroughly protected from the drying winds during transit. All plants which cannot be planted at once, after delivery to the site, shall be well protected against the possibility of drying by wind and Balls of earth of B & B plants shall be kept covered with soil or other acceptable material. All plants remain the property of the Contractor until final acceptance. C.Position the trees and shrubs in their intended location as per plan. D.Notify the Owner's Authorized Representative for inspection and approval of all positioning of plant materials. E.Excavate pits with vertical sides and horizontal bottom. Tree pits shall be large enough to permit handling and planting without injury to balls of earth or roots and shall be of such depth that,when planted and settled, the crown of the plant shall bear the same relationship to the finish grade as it did to soil surface in original place of growth. F.Shrub and tree pits shall be no less than twenty-four (24") inches wider than the lateral dimension of the earth ball and six (6") inches deeper than it's vertical dimension. Remove and haul from site all rocks and stones over three-quarter (3 4") inch in diameter. Plants should be thoroughly moist before removing containers. G.Dig a wide, rough sided hole exactly the same depth as the height of the ball, especially at the surface of the ground. The sides of the hole should be rough and jagged, never slick or glazed. H.Percolation Test: Fill the hole with water. If the water level does not percolate within 24 hours, the tree needs to move to another location or have drainage added. Install a PVC stand pipe per tree planting detail as approved by the Landscape Architect if the percolation test fails. I.Backfill only with 5 parts existing soil or sandy loam and 1 part bed preparation. When the hole is dug in solid rock, topsoil from the same area should not be used. Carefully settle by watering to prevent air pockets. Remove the burlap from the top 13 of the ball, as well as all nylon, plastic string and wire. Container trees will usually be root bound, if so follow standard nursery practice of ‘root scoring’. J.Do not wrap trees. K.Do not over prune. L.Mulch the top of the ball. Do not plant grass all the way to the trunk of the tree. Leave the area above the top of the ball and mulch with at least two (2") inches of specified mulch. M.All plant beds and trees to be mulched with a minimum settled thickness of two (2") inches over the entire bed or pit. N.Obstruction below ground: In the event that rock, or underground construction work or obstructions are encountered in any plant pit excavation work to be done under this section, alternate locations may be selected by the Owner. Where locations cannot be changed, the obstructions shall be removed to a depth of not less than three (3') feet below grade and no less than six (6") inches below the bottom of ball when plant is properly set at the required grade. The work of this section shall include the removal from the site of such rock or underground obstructions encountered at the cost of the Landscape Contractor. O.Trees and large shrubs shall be staked as site conditions require. Position stakes to secure trees against seasonal prevailing winds. P.Pruning and Mulching: Pruning shall be directed by the Landscape Architect and shall be pruned in accordance with standard horticultural practice following Fine Pruning, Class I pruning standards provided by the National Arborist Association. 1.Dead wood, suckers, broken and badly bruised branches shall be removed. General tipping of the branches is not permitted. Do not cut terminal branches. 2.Pruning shall be done with clean, sharp tools. 3.Immediately after planting operations are completed, all tree pits shall be covered with a layer of organic material two (2") inches in depth. This limit of the organic material for trees shall be the diameter of the plant pit. Q.Steel Curbing Installation: 1.Curbing shall be aligned as indicated on plans. Stake out limits of steel curbing and obtain Owners approval prior to installation. 2.All steel curbing shall be free of kinks and abrupt bends. 3.Top of curbing shall be 12" maximum height above final finished grade. 4.Stakes are to be installed on the planting bed side of the curbing, as opposed to the grass side. 5.Do not install steel edging along sidewalks or curbs. 6.Cut steel edging at 45 degree angle where edging meets sidewalks or curbs. 3.3 CLEANUP AND ACCEPTANCE A.Cleanup: During the work, the premises shall be kept neat and orderly at all times. Storage areas for all materials shall be so organized so that they, too, are neat and orderly. All trash and debris shall be removed from the site as work progresses. Keep paved areas clean by sweeping or hosing them at end of each work day. END OF SECTION CASE # ZA21-0020 3 0 ' R O W 60 ' T E M P C O N S T R U C T I O N E S M T 38.94' TEMP CONSTRUCTION ESMT 5' UTIL ESMT 15' ACCESS ESMT FFE = 676.75 FFE = 681.40 FFE = 680.50 678.43 678.62 677.36 677.17 676.33 676.52 675.62 675.43 676.35676.81 675.99677.17 673.76 674.13 675.04 676.12 675.21 676.12675.94 675.67675.85676.68 676.07 675.75 675.62 676.90 677.58 677.80 678.42679.54 679.76 678.64 680.42 679.71679.89 680.60 678.70 679.16 679.06 680.30680.78 679.64 679.18 679.54 681.46 681.27 681.09± ME 682.36± ME682.65± ME 683.25 683.46 683.46± ME685.00± ME 679.48± ME 679.04± ME 679.78680.36 680.72 679.09 678.73± ME 677.60 677.24± ME 677.00± ME 677.36 676.20 675.84± ME 675.05 676.60 676.96 676.95 677.31 674.69 673.98± ME 674.69± ME 674.39± ME 673.57± ME 673.34± ME 673.19± ME 673.68 674.04 672.74 BW 676.69 TW 676.68 676.63 TW672.65 BW 675.97 675.92 TW672.37 BW 675.82 TW672.24 BW 675.50 TW672.50 BW 675.57675.89 676.75 676.75 676.75 676.40 674.33 673.98 676.75 TW672.34 BW 680.50 681.40 681.10 681.40 681.40 681.40681.40 CONTRACTOR SHALL ENSURE POSITIVE DRAINAGE EXPOSED GRADE BEAM EXPOSED GRADE BEAM EXPOSED GRADE BEAM RETAINING WALL W/ 42" HANDRAILS (DESIGN BUILD) EXPOSED GRADE BEAM 681.40 682.20 675.60 TW675.60 BW EXPOSED GRADE BEAM 680.50 679.80680.50 680.00 681.12 681.30 681.04 681.70 TW679.50 BW 680.78 TW680.78 BW 681.90 TW679.84 BW 682.54 TW682.54 BW GR A D I N G P L A N ( 1 O F 3 ) C-11 LEGEND EXISTING CONTOUR PROPOSED CONTOUR FLOW PATH PROPOSED GRADE (TOP OF PAVEMENT) ME MATCH EXISTING TR TOP OF RAMP TW TOP OF WALL BW BOTTOM OF WALL 699.50 700 695 DA T E No . RE V I S I O N BY DATE: SHEET 4/13/2021 CHECKED:CLC DRAWN:LRR DESIGN:LRR File No:MAGNOLIA SOUTHLAKE 19 0 3 C E N T R A L D R . S U I T E # 4 0 6 PH O N E : 8 1 7 . 2 8 1 . 0 5 7 2 BE D F O R D , T X 7 6 0 2 1 W W W . C L A Y M O O R E E N G . C O M TEXAS FIRM #14199 MA G N O L I A S O U T H L A K E VI L L A G E C E N T E R D R SO U T H L A K E , T X 7 6 0 9 2 PRELIMINARY CLAYMOORE ENGINEERING BENCHMARK: TBM #1: MAG NAIL SET IN CONC DRIVE 38.5' NORTH AND 3.4' EAST OF THE SOUTHEAST CORNER OF SUBJECT PROPERTY.ELEVATION: 655.28 -CITY BENCHMARK: MONUMENT 49 GEODETIC DATA LATITUDE: 32°56'04.57805" LONGITUDE: 97°06'17.91291" ELLIP HGHT: 583.85' NOTES: 1.ALL SPOT ELEVATIONS ARE TO TOP OF PAVING UNLESS OTHERWISE NOTED. 2.EXISTING UTILITIES WERE OBTAINED FROM RECORD DRAWINGS. THE CONTRACTOR SHALL VERIFY THE EXACT LOCATION OF EXISTING UTILITIES AND NOTIFY THE ENGINEER FOR ANY DISCREPANCIES WITH THIS PLAN. 3.MAXIMUM SLOPE IN LANDSCAPE AREAS ARE NOT TO EXCEED 4:1; MIN EARTH GRADE IS 1%; MIN PAVING GRADE IS 0.5%. 4.ALL CURB HEIGHTS ARE 6-INCHES UNLESS NOTED OTHERWISE. 5.REFER TO GEOTECHNICAL REPORT FOR REQUIREMENTS REGARDING FILL COMPACTION AND MOISTURE CONTENT. 6.REF. STRUCTURAL PLANS, SPECIFICATIONS, AND GEOTECHNICAL REPORT FOR ALL BUILDING PAD PREPARATION CRITERIA. 7.THE CONTRACTOR SHALL CONSTRUCT ALL BARRIER FREE RAMPS PER CITY OF SOUTHLAKE AND ADA STANDARDS. 8.GRADING FOR ALL SIDEWALKS AND ACCESSIBLE ROUTES INCLUDING CROSSING DRIVEWAYS SHALL CONFORM TO ADA STANDARDS. SLOPES SHALL NOT EXCEED 5% LONGITUDINAL SLOPE OR 2% CROSS SLOPE. SIDEWALK ACCESS TO EXTERNAL BUILDING DOORS SHALL BE ADA COMPLIANT. CONTRACTOR SHALL NOTIFY ENGINEER IMMEDIATELY IF ADA CRITERIA CANNOT BE MET AT ANY LOCATION. 9.GRADING OF ALL HANDICAPPED SPACES AND ROUTES IS TO CONFORM TO LOCAL, STATE, AND FEDERAL GUIDELINES. 10.CONTRACTOR SHALL ADJUST EXISTING VALVES, MANHOLE RIMS, ETC. AS NECESSARY TO MATCH FINISHED GRADE. 11.CONTRACTOR SHALL MAINTAIN POSITIVE DRAINAGE AWAY FROM EXISTING & PROPOSED BUILDINGS. 12.FOR ANY RETAINING WALLS GREATER THAN 4-FEET IN HEIGHT, INCLUDING THE FOOTING, SHALL REQUIRE STRUCTURAL PLANS PREPARED BY A REGISTERED ENGINEERING IN THE STATE OF TEXAS AND WILL REQUIRE A PERMIT FROM THE BUILDING INSPECTIONS DEPARTMENT PRIOR TO CONSTRUCTION. 13.CONTRACTOR TO PROVIDE RETAINING WALL STRUCTURAL PLANS, PREPARED BY A LICENSED ENGINEER IN THE STATE OF TEXAS, TO THE BUILDING INSPECTIONS DEPARTMENT PRIOR TO CONSTRUCTION. 0 GRAPHIC SCALE 1 inch = ft. 20 20 40 20 10 3 0 ' R O W 60 ' T E M P C O N S T R U C T I O N E S M T 38.94' TEMP CONSTRUCTION ESMT 5' UTIL ESMT 15' ACCESS ESMT EX-1 1.55 AC 3.73 CFS EX-2 0.32 AC 0.77 CFS EX I S T I N G D R A I N A G E A R E A M A P C-14 ACCORDING TO MAP NO. 48439C0115K, DATED SEPTEMBER 25, 2009 OF THE NATIONAL FLOOD INSURANCE PROGRAM MAP, FLOOD INSURANCE RATE MAP OF TARRANT COUNTY, TEXAS, FEDERAL EMERGENCY MANAGEMENT AGENCY, FEDERAL INSURANCE ADMINISTRATION, THIS PROPERTY IS WITHIN ZONE "X", (AREAS DETERMINED TO BE OUTSIDE OF THE 0.2% ANNUAL CHANCE FLOODPLAIN). IF THIS SITE IS NOT WITHIN AN IDENTIFIED SPECIAL FLOOD HAZARD AREA, THIS FLOOD STATEMENT DOES NOT IMPLY THAT THE PROPERTY AND/OR THE STRUCTURES THEREON WILL BE FREE FROM FLOODING OR FLOOD DAMAGE. ON RARE OCCASIONS, GREATER FLOODS CAN AND WILL OCCUR AND FLOOD HEIGHTS MAY BE INCREASED BY MAN-MADE OR NATURAL CAUSES. THIS FLOOD STATEMENT SHALL NOT CREATE LIABILITY ON THE PART OF THE SURVEYOR. FLOODPLAIN NOTE LEGEND DRAINAGE AREA LABEL DRAINAGE AREA (AC) FLOW QUANTITY (CFS) DIRECTION OF FLOW DRAINAGE AREA BOUNDARY EXISTING CONTOURS # AC CFS DA T E No . RE V I S I O N BY DATE: SHEET 4/13/2021 CHECKED:CLC DRAWN:LRR DESIGN:LRR File No:MAGNOLIA SOUTHLAKE 19 0 3 C E N T R A L D R . S U I T E # 4 0 6 PH O N E : 8 1 7 . 2 8 1 . 0 5 7 2 BE D F O R D , T X 7 6 0 2 1 W W W . C L A Y M O O R E E N G . C O M TEXAS FIRM #14199 MA G N O L I A S O U T H L A K E VI L L A G E C E N T E R D R SO U T H L A K E , T X 7 6 0 9 2 PRELIMINARY CLAYMOORE ENGINEERING BENCHMARK: TBM #1: MAG NAIL SET IN CONC DRIVE 38.5' NORTH AND 3.4' EAST OF THE SOUTHEAST CORNER OF SUBJECT PROPERTY.ELEVATION: 655.28 -CITY BENCHMARK: MONUMENT 49 GEODETIC DATA LATITUDE: 32°56'04.57805" LONGITUDE: 97°06'17.91291" ELLIP HGHT: 583.85' 0 GRAPHIC SCALE 1 inch = ft. 20 20 40 20 10 600 3 0 ' R O W 60 ' T E M P C O N S T R U C T I O N E S M T 38.94' TEMP CONSTRUCTION ESMT 5' UTIL ESMT 15' ACCESS ESMT A-1 0.65 AC 5.71 CFS B-1 0.23 AC 2.02 CFS C-1 0.06 AC 0.53 CFS R-1 0.09 AC 0.79 CFS R-2 0.10 AC 0.88 CFS R-3 0.10 AC 0.88 CFS D-1 0.33 AC 2.90 CFS E-1 0.31 AC 2.72 CFS PR O P O S E D D R A I N A G E A R E A M A P C-15 ACCORDING TO MAP NO. 48439C0115K, DATED SEPTEMBER 25, 2009 OF THE NATIONAL FLOOD INSURANCE PROGRAM MAP, FLOOD INSURANCE RATE MAP OF TARRANT COUNTY, TEXAS, FEDERAL EMERGENCY MANAGEMENT AGENCY, FEDERAL INSURANCE ADMINISTRATION, THIS PROPERTY IS WITHIN ZONE "X", (AREAS DETERMINED TO BE OUTSIDE OF THE 0.2% ANNUAL CHANCE FLOODPLAIN). IF THIS SITE IS NOT WITHIN AN IDENTIFIED SPECIAL FLOOD HAZARD AREA, THIS FLOOD STATEMENT DOES NOT IMPLY THAT THE PROPERTY AND/OR THE STRUCTURES THEREON WILL BE FREE FROM FLOODING OR FLOOD DAMAGE. ON RARE OCCASIONS, GREATER FLOODS CAN AND WILL OCCUR AND FLOOD HEIGHTS MAY BE INCREASED BY MAN-MADE OR NATURAL CAUSES. THIS FLOOD STATEMENT SHALL NOT CREATE LIABILITY ON THE PART OF THE SURVEYOR. FLOODPLAIN NOTE LEGEND DRAINAGE AREA LABEL DRAINAGE AREA (AC) FLOW QUANTITY (CFS) DIRECTION OF FLOW DRAINAGE AREA BOUNDARY EXISTING CONTOURS PROPOSED CONTOURS # AC CFS DA T E No . RE V I S I O N BY DATE: SHEET 4/13/2021 CHECKED:CLC DRAWN:LRR DESIGN:LRR File No:MAGNOLIA SOUTHLAKE 19 0 3 C E N T R A L D R . S U I T E # 4 0 6 PH O N E : 8 1 7 . 2 8 1 . 0 5 7 2 BE D F O R D , T X 7 6 0 2 1 W W W . C L A Y M O O R E E N G . C O M TEXAS FIRM #14199 MA G N O L I A S O U T H L A K E VI L L A G E C E N T E R D R SO U T H L A K E , T X 7 6 0 9 2 PRELIMINARY CLAYMOORE ENGINEERING BENCHMARK: TBM #1: MAG NAIL SET IN CONC DRIVE 38.5' NORTH AND 3.4' EAST OF THE SOUTHEAST CORNER OF SUBJECT PROPERTY.ELEVATION: 655.28 -CITY BENCHMARK: MONUMENT 49 GEODETIC DATA LATITUDE: 32°56'04.57805" LONGITUDE: 97°06'17.91291" ELLIP HGHT: 583.85' 0 GRAPHIC SCALE 1 inch = ft. 20 20 40 20 10 600 600 **FULLY DEVELOPED FLOW ACCOUNTED FOR BY DOWNSTREAM INFRASTRUCTURE PER NOLEN OFFICE PARK PLANS BY BAIRD, HAMPTON & BROWN, INC. DATED 11 NOVEMBER 2012. VOL. 388-129, PG. 39 P.R.T.C.T. MUTUAL ACCESS EASEMENT INST. NO. D22029534411 D.R.T.C.T. M U T U A L A C C E S S E A S E M E N T I N S T . N O . D 2 2 0 2 9 5 3 4 4 1 1 D . R . T . C . T . 3 0 ' R O W 60 ' T E M P C O N S T R U C T I O N E S M T 38.94' TEMP CONSTRUCTION ESMT 5' UTIL ESMT 15' ACCESS ESMT 0+0 0 1+ 0 0 1+90 0+001+00 2+002+67 STA: 1+32.20 STORM LINE A N: 5027.20 E: 4889.89 INSTALL: 1- 45° BEND FL 18": 669.00 STA: 1+41.61 STORM LINE A N: 5020.54 E: 4896.54 INSTALL: 1- 45° BEND FL 18": 669.11 STA: 1+89.66 STORM LINE A N: 5020.52 E: 4944.58 INSTALL: 1- 3' GRATE INLET CONNECT: 12" ROOF DRAIN FL 18": 669.68 STA: 0+36.56 STORM LINE A N: 5128.05 E: 4874.18 INSTALL: 1- 5' CURB INLET FL 18": 668.76 STA: 0+36.56 STORM LINE A N: 5122.84 E: 4889.95 INSTALL: 45° BEND FL 18": 667.87 FL 18": 667.87 STA: 0+31.32 STORM LINE A N: 5126.54 E: 4893.65 INSTALL: 1- 45° WYE FL 18": 667.81 FL 18": 667.81 STA: 0+00 STORM LINE A N: 5148.68 E: 4915.80 CONNECT TO EX CURB INLET CONTRACTOR SHALLL VERIFY EX FL AND NOTIFY ENGINEER OF ANY DISCREPENCY. EX FL 24: 667.34 FL 18": 667.44 2 LF OF 18" HDPE @ 18.21%5 LF OF 18" HDPE @ 1.18% 31 LF OF 18" HDPE @ 1.18% 48 LF OF 18" HDPE @ 1.18% 9 LF OF 18" HDPE @ 1.18% 96 L F O F 1 8 " H D P E @ 1 . 1 8 % 11 11 1 1 1 1 1 11 2 2 2 18 LF OF 18" HDPE @ 3.14% 18 LF OF 12" HDPE @ 3.14% 82 LF OF 12" HDPE @ 3.14% STA: 2+67.29 STORM LAT A-1 N: 5114.22 E: 4631.52 INSTALL: 1- 2' LANDSCAPE DRAIN FL 12": 676.70 STA: 1+85.12 STORM LAT A-1 N: 5114.17 E: 4713.69 INSTALL: 1- 45° BEND FL 12": 674.12 STA: 1+67.47 STORM LAT A-1 N: 5126.64 E: 4726.18 INSTALL: 1- 45° BEND FL 12": 673.57 STA: 0+17.97 STORM LAT A-1 N: 5126.55 E: 4875.68 INSTALL: 1- 45° WYE FL 12": 668.87 FL 18": 668.37 FL 18": 668.37 149 LF OF 12" HDPE @ 3.14% ST O R M D R A I N P L A N ( 1 O F 3 ) C-16 LEGEND PROPOSED STORM DRAIN EXISTING STORM DRAIN PROPOSED CURB INLET PROPOSED GRATE INLET PROPOSED HEADWALL PROPOSED RIP RAP PROPOSED 8" PVC ROOF DRAIN. FL 4' BELOW FFE (TYP) PROPOSED 12" PVC ROOF DRAIN. MIN SLOPE 1.00% DA T E No . RE V I S I O N BY DATE: SHEET 4/13/2021 CHECKED:CLC DRAWN:LRR DESIGN:LRR File No:MAGNOLIA SOUTHLAKE 19 0 3 C E N T R A L D R . S U I T E # 4 0 6 PH O N E : 8 1 7 . 2 8 1 . 0 5 7 2 BE D F O R D , T X 7 6 0 2 1 W W W . C L A Y M O O R E E N G . C O M TEXAS FIRM #14199 MA G N O L I A S O U T H L A K E VI L L A G E C E N T E R D R SO U T H L A K E , T X 7 6 0 9 2 PRELIMINARY CLAYMOORE ENGINEERING BENCHMARK: TBM #1: MAG NAIL SET IN CONC DRIVE 38.5' NORTH AND 3.4' EAST OF THE SOUTHEAST CORNER OF SUBJECT PROPERTY.ELEVATION: 655.28 -CITY BENCHMARK: MONUMENT 49 GEODETIC DATA LATITUDE: 32°56'04.57805" LONGITUDE: 97°06'17.91291" ELLIP HGHT: 583.85' 0 GRAPHIC SCALE 1 inch = ft. 20 20 40 20 10 1 2 5' UTILITY EASEMENT VOL. 388-129, PG. 39 P.R.T.C.T. MUTUAL ACCESS EASEMENT INST. NO. D22029534411 D.R.T.C.T. M U T U A L A C C E S S E A S E M E N T I N S T . N O . D 2 2 0 2 9 5 3 4 4 1 1 D . R . T . C . T . 3 0 ' R O W 60 ' T E M P C O N S T R U C T I O N E S M T 38.94' TEMP CONSTRUCTION ESMT 5' UTIL ESMT 15' ACCESS ESMT 0+001+002+002+94 0+ 0 0 0+ 3 0 0+ 0 0 0 + 9 3 STA: 0+92.74 SSWR LAT A-2 N: 5073.34 E: 4709.91 END PROP 6" SSWR REFER TO MEP PLANS FOR CONTINUATION. FL 6": 676.50 STA: 2+59.31 SSWR LINE A N: 5038.33 E: 4744.90 INSTALL: 1- 45° BEND W/ CLEANOUT FL 6": 674.97 STA: 2+94.33 SSWR LINE A N: 4995.09 E: 4709.87 END PROP 6" SSWR REFER TO MEP PLANS FOR CONTINUATION. STA: 2+59.33 SSWR LINE A N: 4995.08 E: 4744.87 INSTALL: 1- 4' MANHOLE PER CITY STDS FL 6": 673.62 FL 6": 673.62 STA: 0+30 SSWR LAT A-1 N: 5025.02 E: 4929.26 END PROP 6" SSWR REFER TO MEP PLANS FOR CONTINUATION. STA: 0+74.95 SSWR LINE A N: 4995.03 E: 4929.24 INSTALL: 1- 4' MANHOLE PER CITY STDS FL 8": 667.64 FL 6": 667.81 STA: 0+00 SSWR LINE A N: 4995.01 E: 5004.20 CONNECT TO EX. SSWR MANHOLE. CONTRACTOR SHALL VERIFY EX FL AND NOTIFY ENGINEER OF ANY DISCREPENCY. EX FL 8": 665.12± FL 8": 665.22 43 L F O F 6 " S D R 3 5 @ 3 . 1 0 % 35 LF OF 6" SDR 35 @ 1.36% 184 LF OF 8" SDR 35 @ 3.10%75 LF OF 8" SDR 35 @ 3.10% 30 LF OF 6" SDR 35 @ 9.80% 49 LF OF 6" SDR 35 @ 3.10% 0+ 7 0 0+ 0 0 0+ 6 9 0+ 0 0 0+ 0 0 1+00 1+ 2 6 0+ 0 0 1 + 0 0 1+ 3 3 0+ 0 0 1+00 2+00 2 + 1 9 0+ 0 0 1+00 2+00 2 + 1 2 N: 5028.08 E: 4656.16 END PROP DOM LINE. REFER TO MEP PLANS FOR CONTINUATION. N: 4964.93 E: 4696.46 45° BEND N: 4947.20 E: 4714.17 INSTALL: 1- 45° BEND 1- 2" DOM METER N: 4917.59 E: 4714.16 CONNECT TO EX 8" WATER LINE. INSTALL: 1- 2" CORP STOP PRIVATE 4" SDR 18 C-900 PRIVATE 2" SDR 18 C-900 PRIVATE 2" SDR 18 C-900 N: 4917.59 E: 4711.16 CONNECT TO EX 8" WATER LINE. INSTALL: 1- 8"X6" TEE 1- 8" GATE VAVLE 1- 6" GATE VALVE N: 5023.71 E: 4623.97 45° BEND N: 5034.22 E: 4634.49 45° BEND N: 5034.21 E: 4654.29 45° BEND N: 5030.20 E: 4658.29 END PROP FIRE LINE. REFER TO MEP PLANS FOR CONTINUATION. PRIVATE 6" SDR 18 C-900 PRIVATE 6" SDR 18 C-900 PRIVATE 6" SDR 18 C-900 N: 5142.04 E: 4624.04 CONNECT TO EX 8" WATER LINE. INSTALL: 1- 8"X6" TEE 1- 8" GATE VAVLE 1- 6" DCVA IN VAULT N: 5046.98 E: 4623.98 45° BEND N: 5042.22 E: 4628.74 45° BEND N: 5042.20 E: 4655.71 45° BEND N: 5045.49 E: 4659.00 END PROP FIRE LINE. REFER TO MEP PLANS FOR CONTINUATION. PR I V A T E 6 " S D R 1 8 C - 9 0 0 PRIVATE 6" SDR 18 C-900 PRIVATE 6" SDR 18 C-900 PRIVATE 6" SDR 18 C-900 N: 5142.04 E: 4627.04 CONNECT TO EX 8" WATER LINE. INSTALL: 1- 2" CORP STOP 1- 2" DOM METER N: 5047.62 E: 4656.88 END PROP DOM LINE. REFER TO MEP PLANS FOR CONTINUATION. PRIVATE 2" SDR 18 C-900 N: 5141.86 E: 4947.71 CONNECT TO EX 8" WATER LINE. INSTALL: 1- 2" CORP STOP 1- 2" DOM METER N: 5076.90 E: 4955.67 END PROP DOM LINE. REFER TO MEP PLANS FOR CONTINUATION. PRIVATE 2" SDR 18 C-900 N: 5141.86 E: 4950.71 CONNECT TO EX 8" WATER LINE. INSTALL: 1- 8"X6" TEE 1- 8" GATE VAVLE 1- 6" DCVA IN VAULT N: 5128.20 E: 4957.70 45° BEND N: 5077.90 E: 4957.67 45° BENDN: 5075.90 E: 4955.67 END PROP FIRE LINE. REFER TO MEP PLANS FOR CONTINUATION. PRIVATE 6" SDR 18 C-900 PRIVATE 6" SDR 18 C-900 PRIVATE 6" SDR 18 C-900 N: 5031.21 E: 4653.05 45° BEND N: 5031.22 E: 4635.73 45° BENDN: 5022.46 E: 4626.97 45° BEND PR I V A T E 2 " S D R 1 8 C - 9 0 0 N: 4972.14 E: 4626.94 45° BEND PRIVATE 2" SDR 18 C-900 N: 4964.97 E: 4634.10 45° BEND PRIVATE 2" SDR 18 C-900 N: 4945.95 E: 4711.17 INSTALL: 1- 6" DCVA IN VAULT PRIVATE 6" SDR 18 C-900 N: 4961.93 E: 4695.22 45° BEND PRIVATE 6" SDR 18 C-900 N: 4961.97 E: 4632.86 45° BEND PRIVATE 6" SDR 18 C-900 N: 4970.90 E: 4623.93 45° BEND PR I V A T E 6 " S D R 1 8 C - 9 0 0 N: 5045.20 E: 4654.47 45° BEND N: 5045.22 E: 4629.98 45° BEND N: 5048.22 E: 4626.98 45° BEND PRIVATE 2" SDR 18 C-900 N: 5135.04 E: 4947.71 45° BEND N: 5126.04 E: 4956.70 45° BEND PRIVATE 2" SDR 18 C-900 N: 5077.90 E: 4956.67 45° BEND N: 5135.20 E: 4950.71 45° BEND PRIVATE 6" SDR 18 C-900 PRIVATE 2" SDR 18 C-900 0+ 0 0 0+ 0 1 0+ 0 0 0+ 0 4 0+ 0 0 0+ 2 5 N: 5141.86 E: 4944.71 CONNECT TO EX 8" WATER LINE. INSTALL: 1- 1" CORP STOP 1- 1" IRR METER N: 5142.04 E: 4630.04 CONNECT TO EX 8" WATER LINE. INSTALL: 1- 1" CORP STOP 1- 1" IRR METER N: 4942.80 E: 4717.17 INSTALL: 1- 1" IRR METER PRIVATE 1" SDR 18 C-900 N: 4917.59 E: 4717.16 CONNECT TO EX 8" WATER LINE. INSTALL: 1- 1" CORP STOP 0+ 0 0 0+ 5 3 N: 4970.58 E: 4759.85 INSTALL: 1- FIRE HYDRANT PER CITY STDS N: 4917.57 E: 4759.82 CONNECT TO EX 8" WATER LINE. INSTALL: 1- 8"X6" TEE 1- 8" GATE VAVLE 1- 6" GATE VALVE 15' WATER ESMT 10' WATER ESMT 10' WATER ESMT N: 5074.66 E: 4955.67 INSTALL: 1- FDC N: 4966.92 E: 4703.85 INSTALL: 1- FDC N: 5048.48 E: 4703.65 INSTALL: 1- FDC 88. 6 5 ' T O E X F H Y D 6 2 . 5 2 ' T O E X F H Y D 17.1 2 ' EX FHYD (TO BE RELOCATED BY OTHERS) 28.57' TO EX FHYD 1 0 ' W A T E R E S M T 8" WATER LINE (BY OTHERS) PROP FHYD RELCATION (BY OTHERS) UT I L I T Y P L A N ( 1 O F 3 ) C-24 DA T E No . RE V I S I O N BY DATE: SHEET 4/13/2021 CHECKED:CLC DRAWN:LRR DESIGN:LRR File No:MAGNOLIA SOUTHLAKE 19 0 3 C E N T R A L D R . S U I T E # 4 0 6 PH O N E : 8 1 7 . 2 8 1 . 0 5 7 2 BE D F O R D , T X 7 6 0 2 1 W W W . C L A Y M O O R E E N G . C O M TEXAS FIRM #14199 MA G N O L I A S O U T H L A K E VI L L A G E C E N T E R D R SO U T H L A K E , T X 7 6 0 9 2 PRELIMINARY CLAYMOORE ENGINEERING BENCHMARK: TBM #1: MAG NAIL SET IN CONC DRIVE 38.5' NORTH AND 3.4' EAST OF THE SOUTHEAST CORNER OF SUBJECT PROPERTY.ELEVATION: 655.28 -CITY BENCHMARK: MONUMENT 49 GEODETIC DATA LATITUDE: 32°56'04.57805" LONGITUDE: 97°06'17.91291" ELLIP HGHT: 583.85' LEGEND EXISTING FIRE HYDRANT ASSEMBLY PROPOSED FIRE HYDRANT ASSEMBLY EXISTING WATER MAIN PROPOSED WATER LINE AND GATE VALVE EXISTING SANITARY SEWER AND MANHOLE PROPOSED SANITARY SEWER LINE PROPOSED GAS LINE PROPOSED COMMUNICATIONS LINE PROPOSED UNDERGROUND ELECTRIC LINE S NOTES: 1.CONTRACTOR SHALL COORDINATE WITH FRANCHISE UTILITY COMPANIES AND IRRIGATION PLANS TO DETERMINE QUANTITY, SIZE, AND LOCATION FOR ALL CONDUIT AND SLEEVING REQUIRED TO SERVE BUILDING AND SITE. ALL CONDUIT AND SLEEVES SHALL BE INSTALLED PRIOR TO SUBGRADE PREPARATION AND PAVING. 2.ALL 2" WATER PIPES TO BE SDR-9 POLY CLASS 200 UNLESS OTHERWISE NOTED. 3.ALL SEWER PIPES TO BE SDR-35 PVC UNLESS OTHERWISE NOTED. FRANCHISE UTILITY NOTES: 1.THE GAS, ELECTRIC AND TELEPHONE INFORMATION SHOWN ON THIS PLAN IS BASED UPON THE LATEST INFORMATION AVAILABLE FROM THE RESPECTIVE FRANCHISE UTILITY COMPANIES. IT IS INTENDED FOR PURPOSES OF GENERAL BIDDING AND BASIC CLARITY. SPECIFIC JOB SITE CONDITIONS SHALL BE FIELD VERIFIED PER NOTES 2 THROUGH 4 BELOW. THE FRANCHISE UTILITY CONTRACTOR ASSUMES ALL RESPONSIBILITY FOR SAID FIELD CONDITIONS AND ASSOCIATED REVISIONS REQUIRED BY THE RESPECTIVE UTILITY COMPANIES INVOLVED. 2.THE FRANCHISE UTILITY CONTRACTOR SHALL CONTACT THE RESPECTIVE FRANCHISE UTILITY COMPANIES, VERIFY ALL REQUIREMENTS AND EQUIPMENT, AND FURNISH AND INSTALL, INCLUDING BUT NOT LIMITED TO, ALL METERS, TRANSFORMERS, CONDUIT, CONCRETE PADS, TRENCHING, AND BACKFILL NECESSARY FOR PROPER INSTALLATION. FRANCHISE UTILITY CONTRACTOR SHALL ALSO PAY ALL FEES AND CHARGES INCURRED AND COORDINATE WITH OTHER FRANCHISE UTILITY COMPANIES. 3.THE FRANCHISE UTILITY CONTRACTOR SHALL FIELD VERIFY, IN THE PRESENCE OF THE RESPECTIVE UTILITY COMPANY REPRESENTATIVES, THE LOCATION OF ALL EXISTING AND PROPOSED UTILITY SERVICES AND EQUIPMENT. THE FRANCHISE UTILITY CONTRACTOR SHALL INCLUDE IN HIS BID SUFFICIENT FUNDS TO COVER ALL COSTS REQUIRED BY UTILITY COMPANIES TO PROVIDE NEW SERVICES AND/OR UPGRADE EXISTING SERVICES. NO ALLOWANCES WILL BE MADE FOR FRANCHISE UTILITY CONTRACTOR'S UNFAMILIARITY WITH THE EXISTING CONDITION, REQUIREMENTS OF THE NEW CONDITIONS, AND/OR FAILURE TO COORDINATE INSTALLATION. 4.CONTRACTOR SHALL VERITY THAT METER AND TRANSFORMER LOCATIONS SHOWN MEET DESIGN CRITERIA BY FRANCHISE UTILITY COMPANIES FOR, BUT NOT LIMITED TO, THE OFFSET DISTANCE FROM FACE OF BUILDING. 0 GRAPHIC SCALE 1 inch = ft. 20 20 40 20 10 01C Q 11 6 70 tA EXISTING SD CULVERTS PREVIOUSLY SIZED FOR FULLY DEVELOPED CONDITIONS. Y,i PLEASE REFER TO SOUTH NOLEN t ( \ DRIVE AS BUILT PLANS PREPARED ( . i / BY JDJR ENGINEERS & , 1 ((/ i f 100' 0' 100' 200' 1 CONSULTANTS DATED 04/05/02. 6806 \ l , J - l I ( 711 \ SCALE 1" = 100' EX. 48" RCP._,, Oil j \ CULVERT /Co f J V '' , / \ 9.40 AC. o} 1 PROP. R.O.W. DEDICATION ` ti T ' 1 ,,.' \ EXTEND FUTURE SD TO EX. 48 \ l / CULVERT-- \ DRAINAGE NARRATIVE FUTURE R.O.W. DEDICATION / ` t ` \ \ FUTUESD 'y FUTURE G ,l ice` ALIGNN ENT SDMH (TYP.) 1.07 AC. ', \\ \ ON-SITE STORMWATER IS DISCHARGED EITHER DIRECTLY TO SOUTH NOLEN DR., OR INTO THE 10' DRAINAGE AND UTILITY EASEMENT, AND FLOWS PROP. 18" CONC. SOUTHEAST TOWARD THE EXISTING SUMP INLETS AND HEADWALL ' CULVERTS AT THE INTERSECTION OF SOUTH NOLEN DR. AND CROOKED LANE BLVD. l / 0.49 AC. \y o F cA0 PROP. R.O. ¢ two / / DEDIC,AT ON _ I I FUTURE culla A \ `` . - / / THE EXISTING CULVERTS UNDER SOUTH NOLEN DR., l " INLET (TYP.) , 0-1 0.29 AC. PROP. 1$ I 4.58 Ac. CP SD_ IN *\ \ --- NORTH AND SOUTH OF THE SITE, WERE DESIGNED TO f, ACCOMMODATE FULLY DEVELOPED FLOW B\ \• \ \` EX. DRATINAGO REMAIN / CONDITIONS. PLEASE REFER TO SOUTH NOLEN DR. AS LE 0.84 `' / / BUILT PLANS PREPARED BY JDJR ENGINEERING & 1 01 CONSULTANTS DATED 04/05/02. CUR INLET C PROP. 10' CURB INLET 20 AC. CURB INLET SINCE THE EXISTING STORM DRAIN SYSTEMS UNDER1. \ 7 / fpow- PROP. 18' \ \ \ `• i / /EX. 42" RCP' s NOLEN DR. HAVE BEEN DESIGNED FOR FULLY RCP SQ LINE, , ,CULVERT DEVELOPED CONDITIONS, NO STORMWATER DETENTION IS BEING PROVIDED ON-SITE. EXISTING SD CULVERTS PREVIOUSLY SIZED FOR FULLY EX. 36 RCP DEVELOPED CONDITIONS. `` CULVERT 1 PLEASE REFER TO SOUTH NOLEN D DRIVE AS BUILT PLANS PREPARED BY JDJR ENGINEERS &' CONSULTANTS DATED 04/05/02. P, - EX. 10 CURB INLET & 18„ RCP SD LINE 2.25 AC. Samoa 4000 4000, aft a* *"ONO °...` '....•" Imm. RECORD DRAWING THIS DOCUMENT IS A COMPILATION OF THE SEALED V ", POST -DEVELOPMENT HYDROLOGIC COMPUTATIONS ENGINEERING DRAWING FOR THIS PROJECT; MODIFIED BY ADDENDA, CHANGE ORDERS AND INFORMATION FURNISHED BY THE CONTRACTOR AND OTHERS; AND s 5 Yr 100 Yr HAS NOT B N F D VERIFIED FOR ACCURACY OR Rainfall intensity calculations are based on NCTCOG iSWM Design b = 71.154 b = 110.20 M TENES . Manual for Site Development Rainfall Tables. d = 12 d = 14 ~-1 o oeaa0000eaeoaeoeoeaeoe0000 KONSTANTINE BAKINTAS eoeoae0000 000 e0000e000e000 9 m 67022 a;41:' 0 BHB r'• 2011.719.001 I I SHEET i of t o 00 N W 00 N e. Cq r W UjLU N Q n 00O n 1— o u.. r— it O 0 U n C Uj T F m C O o W I El 9— cnV/1H 0 toto F- z 0 H z W o o oeaa0000eaeoaeoeoeaeoe0000 KONSTANTINE BAKINTAS eoeoae0000 000 e0000e000e000 9 m 67022 a;41:' 0 BHB r'• 2011.719.001 I I SHEET i of t N_ N W NrW UjLU o Q H O N Z LL it 0 E 1 Uj n W a F- z 0 H z W o a U-1 w m Y w W V) Qf z W F- o 0 0 z U U C) m m a a ate. aa.. 0 0 w z o oeaa0000eaeoaeoeoeaeoe0000 KONSTANTINE BAKINTAS eoeoae0000 000 e0000e000e000 9 m 67022 a;41:' 0 BHB r'• 2011.719.001 I I SHEET i of t UjLUe Z LL it 0 E 1 Uj a 20 o oeaa0000eaeoaeoeoeaeoe0000 KONSTANTINE BAKINTAS eoeoae0000 000 e0000e000e000 9 m 67022 a;41:' 0 BHB r'• 2011.719.001 I I SHEET i of t 106 PARKS 1.87 ACRES 13.16 AC (TOTAL) CALLED 22.90 ACRES ELBERT CLARK WHITE JR. OW N E R : T O U L A K I M B A L L - S O U T H L A K E IN V E S T M E N T S L L C LOT 1 BLOCK 1 NOLEN OFFICE PARK ADDITION DOC. No. D213017713 P.R.T.C.T. EX. ZONING: SP1 L.U.D.: MIXED USE OWNER: MPA SOUTHLAKE MOB LLC LOT 11 EASTER, THOMAS SURVEY; A474 EX. ZONING: AG L.U.D: MIXED USE OWNER: 2021 PRIMROSE OFFICE II LLC PROP. ADA RAMP PROP. CONCRETE SIDEWALK PROP. 5' PUBLIC SIDEWALK PROP. CONCRETE SIDEWALK PROP. CONCRETE SIDEWALK PROP. CONCRETE SIDEWALK PROP. CONCRETE SIDEWALK PROP. ADA RAMP PROP. ADA RAMP PROP. ADA RAMP PE D E S T R I A N A C C E S S P L A N PED-1 NOTES: 1.ALL DIMENSIONS ARE TO FACE OF CURB UNLESS OTHERWISE NOTED. 2.REFER TO ARCHITECTURAL PLANS FOR BUILDING DIMENSIONS AND EXACT DOOR LOCATIONS. 3.REFER TO ARCHITECTURAL PLANS FOR FENCE AND GATE DETAILS. 4.REFER TO ARCHITECTURAL PLANS FOR PROPOSED LIGHTING AND PHOTOMETRICS PRELIMINARY CLAYMOORE ENGINEERING DA T E No . RE V I S I O N BY DATE: SHEET 3/14/2021 CHECKED:CLC DRAWN:LRR DESIGN:LRR MA G N O L I A S O U T H L A K E VI L L A G E C E N T E R D R SO U T H L A K E , T X 7 6 0 9 2 19 0 3 C E N T R A L D R . S U I T E # 4 0 6 PH O N E : 8 1 7 . 2 8 1 . 0 5 7 2 BE D F O R D , T X 7 6 0 2 1 W W W . C L A Y M O O R E E N G . C O M TEXAS FIRM #14199 File No:MAGNOLIA SOUTHLAKE 0 GRAPHIC SCALE 1 inch = ft. 20 20 40 20 10 BENCHMARK: TBM #1: MAG NAIL SET IN CONC DRIVE 38.5' NORTH AND 3.4' EAST OF THE SOUTHEAST CORNER OF SUBJECT PROPERTY.ELEVATION: 655.28 -CITY BENCHMARK: MONUMENT 49 GEODETIC DATA LATITUDE: 32°56'04.57805" LONGITUDE: 97°06'17.91291" ELLIP HGHT: 583.85' LEGEND PROPOSED CONCRETE SIDEWALK PROPOSED PUBLIC SIDEWALK