Item 6B 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
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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.
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01/23/2017
CASE NO. ZA16-089
5270
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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
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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
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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 OF 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
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S
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695 696
6
9
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698
698
699
699
700
700
700
7
0
0
701
7
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1
701
7
0
1
702
702
7
0
2
7037
0
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7
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704
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709
709
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7
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710
710
7
1
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1
0
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1
0
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1
0
7
1
1
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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
15
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
704
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
704
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
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N
S
O
N
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D
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a
h
2
9
2
5
H
A
L
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1
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7
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Sheet Number
Sheet Title
Checked By:
Drawn By:
Project No.:
Issued:
N
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Scale:AS NOTED
SUBMITTAL DATE
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B
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W
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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 OF 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
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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
704
704
704
704
7
0
4
705
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
709
709
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
15
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
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S
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N
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D
.
a
h
2
9
2
5
H
A
L
F
F
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3
1
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0
s
\
3
1
7
7
0
\
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A
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1
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p
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A
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Sheet Number
Sheet Title
Checked By:
Drawn By:
Project No.:
Issued:
N
o
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D
a
t
e
D
e
s
c
r
i p
t
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Scale:AS NOTED
SUBMITTAL DATE
S
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t
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l a
k
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T
X
7
6
0
9
2
3
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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 OF 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
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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