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COUNTRY VILLAGE – 90% CD
CONSTRUCTION PLANS FOR
COUNTRY VILLAGE
RECREATIONAL CENTER IMPROVEMENTS
Associates Inc.
8955 Katy Fwy, Suite 300
Houston, Texas 77024
T: 713-722-8897
WWW.M2LASSCIATES.NET
Landscape Architecture
Land Planning Urban Design
12042 RIVERSIDE DR
HOUSTON, TX 77077
FOR BID AND PERMITTING
CLIENT/OWNER:
DRAWING LIST:
INSTALLATION OF TRAIL, LANDSCAPE BERMS, AND MULTI-
R
VE
OA
RI
BU
FF
K
Lakeside Country Club
AL
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VALLEY VIST
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FA
LLS
WALDEMAR
ROCKY KNOLL
45
CREEK
TREE PRESERVATION & DEMOLITION PLAN
TREE PRESERVATION INVENTORY AND REMOVAL
TREE PRESERVATION DETAIL
L 101
L 201
L 202
SITEPLAN
SITEPLAN- ENLARGEMENT
L 301
L 302
CONSTRUCTION DETAILS 1 OF 3
CONSTRUCTION DETAILS 2 OF 3
CONSTRUCTION DETAILS 3 OF 3
L 401
L 402
L 403
GRADING PLAN
L 501
SITE ELECTRICAL PLAN
ONE LINE DIAGRAM WITH LOAD ANALYSIS
ELECTRICAL NOTES AND DETAILS
E -1
E -2
E -3
DRAINAGE AND DETENTION PLAN
SWPP AND HGL CALCULATIONS
C -1
C -2
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ASHFORD
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S 100
North Briar Community Association
IST
T
ES
R
FO
TOPOGRAPHIC SURVEY
Country Village
Recreational Center Improvements
TW
59
8
290
90
12/22/2023 FOR BID AND PERMITTING
1/4/2024
Client
X
X
X
610
10
10
8
610
45
8
59
288
N
Architect
LOCATION MAP
Engineer
General Contractor
Sub- contractor
100% CD
Revision
11/10/2023 90% CD
RECORD OF ISSUE
Comment:
ASHBROOK
PAVILION
NORTH BRIAR COMMUNITY
ASSOCIATION
12042 RIVERVIEW DRIVE
HOUSTON, TEXAS 77077
DAIRY-ASHFORD
REMODELING OF TENNIS COURTS, AND AN ADDITIONAL
COVER SHEET
WESTBRANCH
PURPOSE LAWN. EXPANSION OF COMMUNAL AREA,
NORTH BRIAR COMMUNITY
ASSOCIATION
12042 RIVERVIEW DRIVE
HOUSTON, TEXAS 77077
Date:
SCOPE:
PREPARED FOR:
30
15
0
30
This property appears to be out of the 100 year flood plain (Zone X);
as per insurance rate map 48201C0640 M, dated 11/15/2019.
SCALE : 1″ = 30′
This determination to be used for flood insurance rate
purposes ONLY and is NOT to be relied upon for ANY
other purpose. Surveyor makes no representation as to
whether property may Flood.
Lot 17
Lot 16
Lot 15
Lot 14
Lot 10
Lot 13
House
Lot 12
Pool
=
Lot 11
L
Lakeview Forest
Section 1
(Vol. 264, Pg. 145 H.C.M.R.)
75
.0
0′
Fnd. 1/2″ I.R.
(C.M.)
Playground
Lot 10
Spa
1 Story
Brick & Frame
(# 12042)
ff=76.26′
Lot 9
LEGEND :
U.E. = Utility Easement
A.E. = Aerial Easement
B.L. = Building Line
O.P.R.H.C. = Official Public Record of Harris County
H.C.M.R. = Harris County Map Record
I.R. = Iron Rod
C.M. = Control Monument
DR
IVE
Lot 8
= Light Pole
= Inlet
= Gas Meter
‘R
.O.
W.
)
VIE
W
Lot 7
= Tree
= Chain Link
= Barbed Wire
= Wrought Iron
= Overhead Powerline
= Power Pole
= Manhole
= Tel. Ped.
= Elec. Box
= Cable Pad
= Transformer
= Irrigation Control Valve
= Light Pole
= Inlet
0.1919 Acre
out of Reserve “B”.
(20100486442 O.P.R.H.C.)
11/12/2010
0.2055 Acre
out of Reserve “B”.
(20120139593 O.P.R.H.C.)
04/02/2012
0.2055 Acre
out of Reserve “B”.
(RP-2017-491398 O.P.R.H.C.)
11/07/2017
0.2096 Acre
out of Reserve “B”.
(20130339990 O.P.R.H.C.)
07/09/2013
RIV
T.B
.M
.
E l. = X
o
=
7 3 n Inlet,
.22
‘.
Lot 5
ER
(60
Lot 6
0.2152 Acre
out of Reserve “B”.
(20120249185 O.P.R.H.C.)
06/06/2012
0.2106 Acre
out of Reserve “B”.
(F095976 O.P.R.H.C.)
04/04/1977
0.2023 Acre
out of Reserve “B”.
(20100529486 O.P.R.H.C.)
12/14/2010
0.2119 Acre
out of Reserve “B”.
(20090483183 O.P.R.H.C.)
10/23/2009
Notes :
– Basis for Bearings: Record plat.
– Distances shown are ground distances.
– All abstracting done by title company.
– All B.L.’s & U.E.’s taken from recorded plat unless otherwise noted.
– Dimension ties from improvements to property lines are calculated and should NOT be relied upon for
construction and/or removal of any improvements including fences.
– Building dimensions may not be used to calculate square footage.
– This property subject to any and all recorded and unrecorded easements. Surveyor has made no investigation or
independent search for easements of record, encumbrances, restrictive covenants or ownership title evidence.
BARRY D. ADKINS
6137
“A”
1
COUNTRY VILLAGE
HARRIS
VOLUME 210 , PAGE 85 OF THE MAP RECORDS
12042 RIVERVIEW DRIVE
1 R/P
HOUSTON
TEXAS
77077
This survey was prepared without the benefit of a title commitmentand may not show all building lines, easements or other matters of record.
This survey is certified for this transaction only, is not transferable to additional institutions or subsequent owners. If this
survey does not bear an original BLUE seal it is invalid and should not be relied upon for any purpose.
DaRam Engineers, Inc.
Survey firm #: 10194492
Engineering firm #: F-9503
11000 Richmond Avenue, Suite 300
Houston, Texas. 77042
(713) 528-1552 * Email: [email protected]
Field Crew: NB
Drafter: TA
Project #: S202377077-Riverview12042
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M2L Associates Inc.
M2L
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8955 KATY FWY, # 300 HOUSTON, TX 77024
713-722-8897
WWW.M2LASSOCIATES.NET
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5′ x 2
0′ A.
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5’ U.
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016
TENNIS COURT
DEMOLITION BY
TRANS TEXAS TENNIS,
LTD.
055
8
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E OF T EX
DEC-22-2023
Number
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Date
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CONSULTANT:
026
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10′
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20′
5′ x
J
This drawing and all prints of it are the property of
M2L Associates, Inc. Prints are to be returned to M2L
Associates, Inc. upon completion of use for which they
were issued. Reproduction of this drawing without the
written consent of M2L Associates, Inc. is not permitted.
6
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002
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E
E
12042 Riverview Dr.
Houston, TX 77077
Benchmark Info.:
RM No. 210160; Elevation =
66.10′
NAVD 88; 2001 Adjustmen
t
D
EXISTING TREES TO BE PRESERVED.
PLAN NOTES
REMOVE & DISPOSE OF EXISTING CONCRETE/ ASPHALT PAVING.
1.
C
EXISTING TREE TO BE REMOVED. SEE DETAIL #2, SHEET 201.
2.
3.
4.
5.
6.
7.
8.
9.
TREE IDENTIFICATION LEGEND (NOT TO SCALE)
PLAN NOTE
(SEE THIS SHEET)
TREE PROTECTION
FENCING
B
PLANT
QUANTITY
A. TREE PRESERVATION FENCING AS NOTED ON DRAWINGS AROUND PERIMETER OF TREE
DRIPLINE OR AS NOTED ON DRAWING.
B. SEE SPECIFICATIONS FOR TREE PRESERVATION PROCEDURES.
C. THE CONTRACTOR SHALL EXERCISE CAUTION WHEN WORKING AROUND OR NEAR
EXISTING TREES, EVEN IF THEY DO NOT REQUIRE TREE PROTECTION FENCING.
SEE SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS.
D. TREES TO BE REMOVED SHALL BE STUMP GROUND TO +/- 2′-0″ BELOW FINISHED GRADE
E. SEE DETAIL #2, SHEET L202 FOR TREE PROTECTIVE FENCING.
F. BACKFILL CONCRETE FOUNDATION TO BE REMOVED WITH APPROVED TOPSOIL BACKFILL
MATERIALS, SEE SPECIFICATIONS.
G. CONTRACTOR TO FIELD VERIFY ALL QUANTITIES AND REMOVE AS SPECIFIED.
QUANTITIES INDICATED ON DRAWINGS ARE FOR REFERENCE PURPOSES ONLY.
H. PROPOSED SPECIMEN TREES TO BE PRESERVED SHALL BE PROTECTED FOR A DIAMETER
DISTANCE OF 1′-0″ PER 1″ OF TREE CALIPER AS MEASURED 4′-0″ ABOVE FINISHED GRADE
AWAY FROM THE TREE (EXAMPLE: IF A 12″ CALIPER TREE IS TO BE SAVED, ITS
PROTECTED ROOT ZONE DIAMETER SHALL BE 12′ OR GREATER). NO CUTTING, FILLING OR
OTHER DISTURBANCES OF EXISTING GRADE SHALL OCCUR IN THIS AREA WITHOUT THE
AUTHORIZATION OF THE LANDSCAPE ARCHITECT OR OWNER’S REPRESENTATIVE.
I. ROOT PRUNE EXISTING TREES AS NEEDED WHEN ROOTS ARE ENCOUNTERED DURING
CONSTRUCTION . (SEE TREE PRESERVATION SPECIFICATION)
J. CALIPER IS MEASURED AS THE DIAMETER OF THE TRUNK AT 48″ ABOVE THE GROUND
SURFACE FOR TREES LARGER THAN 6″ DIAMETER.
FULL DEPTH SAWCUT, REMOVE, & DISPOSE OF EXISTING CONCRETE
PAVEMENT, RAMPS, FOUNDATION, AND MISC. OFF SITE. BACKFILL WITH
TOPSOIL AND COMPACT TO NATIVE SOIL
TENNIS COURT SURFACE AND FENC ING TO BE REMOVED BY OWNER
CAREFULLY REMOVE GATES AND REUSE/EXTEND ELECTRONIC GATE
HARDWARE
REMOVE AND DISPOSE OF EXISTING GARDEN CLUB PLANTERS ENTIRELY.
EXISTING CONCRETE PAD TO REMAIN
EXISTING ASPHALT PARKING LOT TO REMAIN.
REMOVE EXISTING FENCING AND REPUROSE AS NEEDED
TREE PRESERVATION FENCING – TYPICAL, SEE DETAIL #2, SHEET L202.
EXISTING TENNIS COURT TO BE USED BY OWNER FOR NEW COURT SURFACE
1
PLANT TYPE
001
TREE ID. NO.
(SEE TREE INVENTORY)
NORTH
RIGHT OF WAY
A
C
B
1
PLAN NOTES
2
3
4
5
A
GENERAL NOTES
6
7
8
9
10
11
90% CD
DATE:
11.17.2023
PROJ. NO.
NBCA2301
SHEET:
TREE PRESERVATION
& DEMOLITION
PLAN
EXISTING TREE – TYP.
LEGEND
D
GENERAL NOTES
PLANTING CALLOUT
QV
5
Country Village
Recreation Center
Improvements
12
L101
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M2L Associates Inc.
M2L
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8955 KATY FWY, # 300 HOUSTON, TX 77024
713-722-8897
WWW.M2LASSOCIATES.NET
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This drawing and all prints of it are the property of
M2L Associates, Inc. Prints are to be returned to M2L
Associates, Inc. upon completion of use for which they
were issued. Reproduction of this drawing without the
written consent of M2L Associates, Inc. is not permitted.
CONSULTANT:
TREE INVENTORY TREATMENT LEGEND
(ALL WORK CONTAINED HEREIN IS INCIDENTAL TO 01562 UNLESS
OTHERWISE NOTED)
A.
I
REMOVE TREE & STUMP GRIND, PROVIDE TOPSOIL BACKFILL AND COMPACT TO NATURAL
GRADE (TOPSOIL INCIDENTAL).
B.
MAINTENANCE PRUNING – PRUNE CANOPY TO ±10′ ABOVE FINISH SURFACE/FINISH GRADE.
C.
ROOT PRUNING, SEE DETAIL #3, SHEET L202.
D.
E.
I
TOTAL INCHES REMOVED
46
TREE PROTECTION FENCING, SEE DETAIL #2, SHEET L202.
TOTAL QUANTITY OF 4″ CAL. TREES REQUIRED
0
PROVIDE 3″ MULCH OVER EXISTING TREE ROOTS WITHOUT COVERING ROOT FLARE (MIN.
5′-0″ DIA. OR UP TO 6’-0″ FROM BASE OF TREE).
TOTAL QUANTITY OF 6″ CAL. TREES PLANTED
0
SEAL (S):
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ROOT INVIGORATION, SEE TREE PRESERVATION SPEC.
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F.
TREE REMOVAL SUMMARY
16 15
E OF T EX
JAN-4-2023
PROTECTED TREE SUMMARY
# of Trees Inventoried
59
# of Trees Greater than 20″ caliper
16
Number
G
G
F
F
E
E
Date
Country Village
Recreation Center
Improvements
12042 Riverview Dr.
Houston, TX 77077
D
D
C
C
100% CD
DATE:
1.4.2023
PROJ. NO.
B
B
NBCA2301
SHEET:
TREE PRESERVATION
INVENTORY & REMOVAL
SHEET 1 OF 2
A
A
1 TREE INVENTORY
1
NOT TO SCALE
2
3
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5
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7
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2 TREE REMOVAL
9
NOT TO SCALE
10
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L 201
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M2L Associates Inc.
M2L
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8955 KATY FWY, # 300 HOUSTON, TX 77024
713-722-8897
WWW.M2LASSOCIATES.NET
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This drawing and all prints of it are the property of
M2L Associates, Inc. Prints are to be returned to M2L
Associates, Inc. upon completion of use for which they
were issued. Reproduction of this drawing without the
written consent of M2L Associates, Inc. is not permitted.
CONSULTANT:
I
I
H
ST
AT
AS
H
N
R
GE
KARE
NDSCAPE
D LA
A
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SEAL (S):
16 15
E OF T EX
JAN-4-2023
Number
G
Date
G
5
TRENCH REQUIREMENTS
NOT TO SCALE
4
TREE BOARDING
NOT TO SCALE
3
TREE AND ROOT PRUNING
NOT TO SCALE
F
F
A.
CONTRACTOR SHALL SEEK PRIOR APPROVAL FROM THE PROJECT ARBORIST PRIOR TO INITIATION OF TREE REMOVAL AND/OR TREE
PROTECTION ACTIVITIES WITHIN THE PROJECT SCOPE OF WORK. IT IS THE CONTRACTOR’S RESPONSIBILITY TO NOTIFY THE
PROJECT ARBORIST.
B.
IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO ENSURE THAT NO DAMAGE TO EXISTING TREES TO BE PROTECTED AND/OR
THOSE THAT HAVE THEIR TRUNKS OUTSIDE OF THE PROJECT LIMITS BUT HAVE SIGNIFICANT BRANCH OVERHANG INTO THE
PROJECT LIMITS.
C.
THE CONTRACTOR SHALL NOT, AT ANY TIME, PARK CONSTRUCTION VEHICLES, MATERIALS, OR EQUIPMENT INSIDE OF THE TREE
PROTECTION ZONE (TPZ) OF TREES TO BE PROTECTED.
D.
SEE TREE PRESERVATION DETAILS AND SPECIFICATIONS FOR DISPOSITION AND CONDITIONAL TREATMENT OF TREES NOTED ON
THE DRAWINGS.
E.
ALL NOTED TREES ON DRAWINGS MAY REQUIRE ADDITIONAL CONDITIONAL TREATMENT OTHER THAN NOTED ON THE PLANS. SEE
TREE INVENTORY AND TREE PRESERVATION DETAILS.
F.
SHALL ENGAGE A CERTIFIED ARBORIST TO OVERSEE ALL THE PRESERVATION METHODS AND PROCEDURES.
G.
CONTRACTOR TO PROVIDE WATER, TREATMENT FOR BORERS AND OTHER INSECTICIDE TREATMENTS FOR TREES TO BE
PRESERVED AS NEEDED PER ARBORISTS RECOMMENDATION AND TREE PRESERVATION SPECIFICATIONS.
H.
CONTRACTOR TO EXERCISE CAUTION WHEN WORKING AROUND ALL EXISTING TREES REGARDLESS OF SPECIFIC MEASURES THAT
ARE NOTED ON THESE PLANS AND DETAILS AT ALL TIMES AND TO THE EXTENT REQUIRED BY THE CONTRACT DOCUMENTS.
I.
CONTRACTOR TO INSTALL ALL TREE PRESERVATION METHODS AND TECHNIQUES PROPOSED PRIOR TO INITIATING SITE
DEMOLITION.
E
E
D
C
Country Village
Recreation Center
Improvements
12042 Riverview Dr.
Houston, TX 77077
D
C
100% CD
DATE:
J.
FOR TREE REMOVAL STUMP GRIND TO ±24″ BELOW FINISHED GRADE.
1.4.2023
PROJ. NO.
B
B
NBCA2301
SHEET:
TREE PRESERVATION
DETAILS
SHEET 2 OF 2
A
A
2
TREE PROTECTION FENCING
1
2
NOT TO SCALE
3
4
5
6
1
GENERAL PRESERVATION NOTES
7
8
9
NOT TO SCALE
10
11
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L 202
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M2L Associates Inc.
M2L
8955 KATY FWY, # 300 HOUSTON, TX 77024
713-722-8897
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This drawing and all prints of it are the property of
M2L Associates, Inc. Prints are to be returned to M2L
Associates, Inc. upon completion of use for which they
were issued. Reproduction of this drawing without the
written consent of M2L Associates, Inc. is not permitted.
CONSULTANT:
5:1
I
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IT
1
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Pip
30′
SE
LIM
.
U.E
10′
.
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20′
5′ x
EXISTING
TREE- TYP.
J
OF
2
Fnd. 1/2″ I.R.
(C.M.)
WWW.M2LASSOCIATES.NET
AS
1
Number
Date
30
2
1
G
EXISTING
TREE- TYP.
8
4
EXISTING
TREE- TYP.
F
F
10’
45
‘-
B.L
.
0″
7
E
E
12042 Riverview Dr.
Houston, TX 77077
Benchmark Info.:
RM No. 210160; Elevation =
66.10′
NAVD 88; 2001 Adjustmen
t
D
Country Village
Recreation Center
Improvements
NORTH
D
GENERAL NOTES
PLAN NOTES
LEGEND
1.
2.
3.
4.
5.
6.
7.
8.
9.
CONSTRUCTION JOINT
C
EXPANSION JOINT WITH SEALANT
EXISTING FENCE TO REMAIN
NEW 6′ METAL FENCE
6′ DECOMPOSED GRANITE TRAIL, SEE DETAIL #8, SHEET L401.
PURPOSED LANDSCAPE BERM, SEE CIVIL DRAWINGS.
PROPOSED DRAINAGE AREA, SEE CIVIL DRAWINGS, SHEET C-1.
MULTI PURPOSE LAWN
PROPOSED TENNIS COURTS, BY OWNER.
TENNIS COURT FENCE, BY OWNER.
EXISTING FENCE TO REMAIN.
NEW 6’-0″ HIGH METAL FENCE, SEE DETAIL #1, SHEET #402.
ONE (1) ROW OF SOD ALONG SIDEWALKS, TRAILS, AND MISCELLANEOUS.
A.
CONTRACTOR SHALL BE RESPONSIBLE FOR THE LAYOUT OF ALL PROPOSED LANDSCAPE
WALLS AND ELEMENTS. ANY AND ALL SURVEYING COSTS FOR THE PROPOSED HARDSCAPE
ELEMENTS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR.
B.
THE CLIENT SHALL PROVIDE LIMIT OF WORK SURVEYING OF LANDSCAPE RESERVES,
RIGHTS OF WAY AND EASEMENTS. THE CONTRACTOR SHALL NOTIFY THE LANDSCAPE
ARCHITECT OR OWNER’S REPRESENTATIVE OF ANY LACK OF SURVEYING POINTS, OR
DISCREPANCIES PRIOR TO INITIATING CONSTRUCTION.
C
C.
THE CONTRACTOR SHALL LAYOUT ALL PROPOSED LANDSCAPE ELEMENTS IN THE FIELD
FOR APPROVAL BY LANDSCAPE ARCHITECT OR OWNER’S REPRESENTATIVE PRIOR TO
INITIATING CONSTRUCTION.
D.
CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATIONS AND CONDITIONS
OF ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION.
E.
CONTRACTOR TO COORDINATE ACTIVITIES WITH OWNERS CONTRACTORS FOR THE
INSTALLATION OF TENNIS COURTS AND PAVILION.
TENNIS COURT FENCE BY OTHERS
5:1
B
PURPOSED GRADE
SOLID SOD
DATE:
PROJ. NO.
B
A
LEGEND
1
PLAN NOTES
2
3
4
ALL POOL FENCING AND GATES SHALL COMPLY WITH THE LATEST REQUIRES OF TCEQ
POOL ENCLOSURE DESIGN
G.
SITE CONTRACTOR TO PROTECT PROPOSED PAVILION COLUMNS FROM CONCRETE
SPLASHING ON THE COLUMNS
A
GENERAL NOTES
5
6
7
8
9
10
11
1.4.2023
NBCA2301
SHEET:
SITEPLAN
HYDROMULCH
F.
100% CD
12
L301
1
2
4
3
5
6
7
8
9
10
11
12
L
SH
EE
T
L30
1
L
K
M2L Associates Inc.
18
WWW.M2LASSOCIATES.NET
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5′-0″
11
5′-0
5
12
17
I
13 15
18
57′
2’-0
”
2
‘B
.L.
8
EXISTING
SHADE
STRUCTURE
SEAL (S):
3
2′-0
”
KARE
13 15
11
H
ST
AT
E OF T EX
JAN-4-2023
IT O
FW
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10′
-0″
16 15
LIM
7
Number
K
Date
EX
IS
6
1
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18
This drawing and all prints of it are the property of
M2L Associates, Inc. Prints are to be returned to M2L
Associates, Inc. upon completion of use for which they
were issued. Reproduction of this drawing without the
written consent of M2L Associates, Inc. is not permitted.
CONSULTANT:
9
18
I
-5″
18
J
EXISTING
COMMUNITY CENTER
16
TENNIS COURT
BY OWNER
713-722-8897
AS
18
8955 KATY FWY, # 300 HOUSTON, TX 77024
25
INE
FW
OR
K
M2L
MA
TC
HL
J
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EXISTING
TREE TYP.
,S
EE
K
LIM
TIN
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18
WA
LK
12′
-9″
14
G
SID
E
18
2
18
F
F
EXISTING
TREE TYP.
78′
-3
”
18
15′
6
– 1″
EXISTING
PARKING LOT
E
E
Country Village
Recreation Center
Improvements
6′-0
”
5′-1
0″
12042 Riverview Dr.
Houston, TX 77077
MATCH LINE, SEE SHEET L301
D
NORTH
PLAN NOTES
1.
2.
3.
4.
5.
6.
7.
LEGEND
CONSTRUCTION JOINT
C
EXPANSION JOINT WITH SEALANT
EXISTING FENCE TO REMAIN
5:1
B
NEW 6′ METAL FENCE
8.
TENNIS COURT FENCE BY OTHERS
9.
10.
11.
12.
13.
14.
15.
16.
PURPOSED GRADE
SOLID SOD
HYDROMULCH
17.
18.
A
LEGEND
1
GENERAL NOTES
NEW PAVILION BY OWNER. SEE SHEET# 403 (FOR REFERENCE ONLY)
PAVILION TABLES BY OWNER.
BENCHES BY OWNER
NOT USED
NEW 6′-0″ W/H METAL PLAYGROUND GATE. SEE DETAIL #2, SHEET #L402.
NEW 6″-0′ HIGH METAL FENCE. SEE DETAIL #1, SHEET #402.
NEW 6″-0′ WIDE X 6′-0″ HIGH METAL ENTRANCE GATE, CONTRACTOR TO REUSE AND
REASSEMBLE ELECTRONIC GATE LATCH AND ELECTRICAL WIRING, AND TEST FOR
FUNCTIONALITY. SEE DETAIL #3, SHEET #L402.
NEW METAL POOL 4′-0″ WIDE X 6′-0″ POOL GATE. SEE DETAIL #3, SHEET #L402
(SIMILAR).
5′ CONCRETE SIDEWALK. SEE DETAIL #1, SHEET #L401.
EXISTING PLAYGROUND RAMP.
EXISTING FENCE.
RESIN-BASED GRAVEL. SEE DETAIL #4, SHEET #L402.
EXPANSION JOINT @ EXISTING CONCRETE. SEE DETAIL #, SHEET #L401
CONSTRUCTION JOINT TYPICAL. SEE DETAIL #4, SHEET #L401.
MATCH EXISTING PATIO GRADE.
EXPANSION JOINT @ VERTICAL SURFACE (FLUSH TRANSITION TO DOOR
THRESHOLD) MAXIMUM 2% SLOPE FROM DOOR ENTRANCE. SEE DETAIL #5, SHEET
#L401
REMOVE EXISTING GATE AND INSTALL SIMILAR TYPE FENCE PANEL.
ONE (1) ROW OF SOD ALONG SIDEWALKS, TRAILS, AND MISCELLANEOUS.
A.
B.
C.
PLAN NOTES
2
3
4
CONTRACTOR SHALL BE RESPONSIBLE FOR THE LAYOUT OF ALL PROPOSED LANDSCAPE
WALLS AND ELEMENTS. ANY AND ALL SURVEYING COSTS FOR THE PROPOSED HARDSCAPE
ELEMENTS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR.
C
THE CLIENT SHALL PROVIDE LIMIT OF WORK SURVEYING OF LANDSCAPE RESERVES,
RIGHTS OF WAY AND EASEMENTS. THE CONTRACTOR SHALL NOTIFY THE LANDSCAPE
ARCHITECT OR OWNER’S REPRESENTATIVE OF ANY LACK OF SURVEYING POINTS, OR
DISCREPANCIES PRIOR TO INITIATING CONSTRUCTION.
PROJ. NO.
THE CONTRACTOR SHALL LAYOUT ALL PROPOSED LANDSCAPE ELEMENTS IN THE FIELD
FOR APPROVAL BY LANDSCAPE ARCHITECT OR OWNER’S REPRESENTATIVE PRIOR TO
INITIATING CONSTRUCTION.
D.
CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATIONS AND CONDITIONS
OF ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION.
E.
CONTRACTOR TO COORDINATE ACTIVITIES WITH OWNERS CONTRACTORS FOR THE
INSTALLATION OF TENNIS COURTS AND PAVILION.
F.
ALL POOL FENCING AND GATES SHALL COMPLY WITH THE LATEST REQUIRES OF TCEQ
POOL ENCLOSURE DESIGN
G.
SITE CONTRACTOR TO PROTECT PROPOSED PAVILION COLUMNS FROM CONCRETE
SPLASHING ON THE COLUMNS
6
7
8
9
10
11
100% CD
DATE:
B
1.4.2023
NBCA2301
SHEET:
SITEPLAN
ENLARGEMENT
A
GENERAL NOTES
5
D
12
L302
1
2
9
3
7
4
J
2
± 1′-6″
GRAVEL LOK AT BUILDING
1.
1/2″ PREFORMED BITUMINOUS EXPANSION BOARD WITH FILLER AND
SEALANT AS SPECIFIED ON THE DRAWINGS, SEALANT COLOR TO
MATCH ADJACENT PAVEMENT.
1/4″ R HAND TOOLED EDGE – TYPICAL
CONCRETE PAVEMENT SECTION, SEE DETAIL #1, THIS SHEET.
#4 X18″ LONG, SMOOTH REBAR @ MAX 24″ O.C. OR AS NOTED ON
DRAWINGS. SLEEVE ONE END. WHERE EXISTING PAVEMENT IS
PRESENT, DRILL INTO PAVEMENT AND SET DOWELS REINFORCING
REBAR CHAIR AT 1/2 PAVEMENT THICKNESS IN HEIGHT.
2.
3.
4.
SEC.
2
12
DETAIL NOTES:
6″
1/8″ ALUMININUM KEY JOINT.
CONCRETE PAVEMENT SECTION, SEE DETAIL #1, THIS SHEET.
#4 X18″ LONG, SMOOTH REBAR @ MAX 24″O.C. OR AS NOTED
ON DRAWINGS. WHERE EXISTING PAVEMENT IS PRESENT,
DRILL INTO PAVEMENT AND SET DOWELS.
11
4
EQUAL
PHONE: 410-721-4844
EMAIL: [email protected]
1
DETAIL NOTES:
1.
2.
3.
10
5.
EQUAL
GRAVEL LOK
9
8
2
K
1
1
3
L
M2L Associates Inc.
M2L
5
8955 KATY FWY, # 300 HOUSTON, TX 77024
713-722-8897
WWW.M2LASSOCIATES.NET
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6″
LINTHICUM HEIGHTS, MD 21090
6
7
6″
1. EXISTING BLACK GRANITE CHIPS
TOP 2″ TO BE CLEANED OF DEBRIS
AND REMOVED, MIXED WITH
GRAVEL-LOK PER MANUFACTURER
REQUEST. REPLACE AND
TAMPED/LEVEL AND BACK ROLLED
PER MANUFACTURER
RECOMMENDATION
2. MIRAFI 140-N FILTER FABRIC OR
APPROVED EQUAL.
3. EXISTING BUILDING, SEE LAYOUT
PLAN.
4. CONCRETE PAVING. SEE DETAIL
#1, SHEET #L401.
5. NATURAL GRADE OR 95%
COMPACTED SUB-GRADE.
6. EXISTING GRAVEL BELOW 2″ LEVEL
REMAIN IN PLACE. CONTRACTOR
TO RE LEVEL PRIOR TO PLACING
GRAVEL-LOK MIX ON TOP.
7. (2) ROLLER COATS OF GRAVEL-LOK
LIQUID ON SURFACE, ALLOWING
EACH ONE TO CURE 24 HOURS IN
BETWEEN EACH APPLICATION.
1
6
LOAD TRANSFER DEVICE SPACING
2″
DETAIL NOTES:
CELL-TEK GEOSYNTHETIC, LLC
809 BARKWOOD COURT, SUIT M
K
5
5
MANUFACTURER
WWW.CELLTEKDIRECT.COM
L
4
3
5′-0″ WIDE SHOWN (WIDTHS VARY)
3 EQUALLY SPACED. FOR SIDEWALKS AND/OR
PAVEMENT AREAS WIDER THAN 5′-0″ INSTALL
LOAD TRANSFER DEVICES AT ±24″ O.C.
3
J
This drawing and all prints of it are the property of
M2L Associates, Inc. Prints are to be returned to M2L
Associates, Inc. upon completion of use for which they
were issued. Reproduction of this drawing without the
written consent of M2L Associates, Inc. is not permitted.
CONSULTANT:
4
SECTION SCALE: 1-1/2″=1′-0″
PLAN
SCALE:3/8″=1′-0″
SCALE: 1-1/2″=1′-0″
6
KEY JOINT W/DOWEL
3
SCALE: 1-1/2″=1′-0″
EJ W/ LOAD TRANSFER
SCALE AS NOTED
I
I
DETAIL NOTES:
2
G
2
1
3
5
G
8″
6″
MATERIAL NOTE:
STALOK BY
STABILIZER SOLUTIONS
F
33 SOUTH 28TH STREET
PHOENIX, ARIZONA 85034
(800) 336-2468
5
12″
SECTION
SCALE: 1 1/2″ = 1′-0″
8
DECOMPOSED GRANITE TRAIL
5
SCALE: VARIES
EJ @ VERTICAL SURFACE -TYPICAL
2
SCALE: 1-1/2″=1′-0″
1.
4 1/2″ THICK CONCRETEMEDIUM BROOM
FINISH PERPENDICULAR TO LENGTH., SEE
LAYOUT PLANS FOR TYPE AND FINISH.
10
2. #4 REBAR @ 18″ O.C. BW.
3. 2″ THICK COMPACTED SAND BASE.
4. 95% COMPACTED OR UNDISTURBED
SUBGRADE.
5. REBAR CHAIR AT 1/2 PAVEMENT THICKNESS
IN HEIGHT.
TYPICAL SIDEWALK
6. NOT USED
PLAN
7. 1/4″ R HAND TOOLED EDGE -TYP.
(WHERE APPLICABLE)
8. ± 1″ TO FINISH GRADE.
SEE LAYOUT PLAN FOR 9. SAWCUT CONTROL JOINTS, SEE DETAIL #4,
SPECIAL FINISH & COLOR
THIS SHEET.
10
10. PROVIDE MIN. OF TWO (2) ROWS OF SOLID
SOD OR AS NEEDED TO REPAIR TURF
8
10
DAMAGE OR AS NOTED ON DRAWINGS.
11. EXPANSION JOINT W/ LOAD TRANSFER, SEE
DETAIL #3, THIS SHEET.
3.
4.
5.
3
C
1
4
1
2
5
1
MATCH
EXISTING
GRADE
D
7
2
C
100% CD
DATE:
PROJ. NO.
1.4.2023
NBCA2301
6″
2
12042 Riverview Dr.
Houston, TX 77077
CJ
2.
CONCRETE PAVEMENT, SEE LAYOUT PLANS FOR FINISH AND TEXTURE
AND SEE DETAIL #1, THIS SHEET FOR TYPICAL CONCRETE DETAIL.
± 1/8″ W(MAX.) X 1″ DEEP SAWCUT JOINT @ 8′-0″ O.C. OR AS SPECIFIED
ON THE DRAWINGS
EJ
1.
CJ
2.
DETAIL NOTES:
WIDTH VARIES
D
E
Country Village
Recreation Center
Improvements
DETAIL NOTES:
DETAIL NOTES:
1/2″ BITUMINOUS EXPANSION BOARD WITH FILLER AND
SEALANT, COLOR TO MATCH PREDOMINATE PAVEMENT
COLOR.
DRILL INTO EXISTING PAVEMENT AND INSERT DOWEL @ MIN.
SPACING NOTED IN DETAIL #6, THIS SHEET.
1/4″-R ALL EXPOSED EDGES.
EXISTING CONCRETE PAVEMENT.
NEW CONCRETE PAVEMENT, SEE DETAIL #1, THIS SHEET.
SCALE:
1 1/2″ = 1′-0″
CONCRETE BAND EXPANSION JOINT
9
11
12
1.
Date
6″
FS
F
E
E OF T EX
3
PLAN
SCALE: 3/8″ = 1′-0″
3
16 15
Number
HP
4
±5″
5″ MIN.
1% MAX
AT
JAN-4-2023
2
8
6
H
6
1
N
2″
1
4
6.
1%
1%
SLOPE X SLOPE
5′-0″
6″
5.
2.
3.
1/2″ THICK REDWOOD EXPANSION JOINT WITH SEALANT.
SEALANT COLOR TO MATCH ADJACENT PAVEMENT.
#4 x 12″ DOWEL, SLEEVE ONE END.
CONCRETE PAVEMENT, SEE DETAIL #1, THIS SHEET.
AS
2”-0″ TYP
1.
NDSCAPE
D LA
A
E
R
W. RO
KARE
7
DETAIL NOTES:
REGIST
E
2
CONCRETE PAVEMENT, SEE DETAIL #1, THIS SHEET.
1/4″ R HAND TOOLED EDGE -TYPICAL
GALV. STEEL NAIL 8 D COMMON @ 12″ O.C.
CONCRETE HEADER AT PAVEMENT EDGE, SEE DETAIL #1, SHEET L501
(SIMILAR)
1/2″ BITIMINOUS EXPANSION BOARD WITH FILLER AND SEALANT (COLOR TO
MATCH ADJACENT PAVEMENT) @ 36′-0″ O.C. DO NOT EXTEND THROUGH UNIT
PAVERS WHERE NOTED ON LAYOUT PLANS.
EXISTING BUILDING, WALL, FOUNDATION,STRUCTURAL SURFACE, OR OTHER
VERTICAL SURFACE.
R
GE
1
1.
2.
3.
4.
ST
9
SEAL (S):
DETAIL NOTES:
CT
HITE
RC
S
H
1. STALOK STABILIZED MECHANICALLY COMPACTED, DECOMPOSED GRANITE PAVING
TO 95% SPD.
(POUR D.G. @ MIDDLE OF TRAIL AND SLOPE TO EDGE 1% MAX.)
2. NATURAL COLORED CONCRETE BORDER.
3. MIRAFI 140-N FILTER FABRIC ( OR APPROVED EQUAL).
4. FINISH GRADE.
5. 95% COMPACTED OR UNDISTURBED SUBGRADE.
6. APPLY APPROVED, SOIL STABILIZER.
7. 1/8″ X 3/4″ SAW CUT CONTROL JOINT AT 4′ – 0″ O.C. EXPANSION JOINT WITH
SEALANT
& REBAR @ 25′ – 0″ O.C., SEE DETAIL #2, THIS SHEET.
8. #4 REBAR, CONTINUOUS.
9. 1/2″ RADIUS ON ALL EXPOSED EDGES ON TOP.
GRADING NOTE
2″
B
A.
B.
C.
1′-0″
4
3
5
D.
E.
A
7 CONCRETE AT EXISTING CONCRETE
1
2
3
SCALE: 1-1/2″=1′-0″
4
4 SAWCUT CONTROL JOINT
5
6
SCALE: 1-1/2″=1′-0″
7
1
8
MAXIMUM SLOPE ALONG WALKWAY IS 5%
MAXIMUM SLIDE SLOPE ACROSS WALKWAY IS
2%.
CONTROL JOINT @ ± 8′-0″ O.C. OR WIDTH OF
SIDEWALK.
EXPANSION JOINTS W/ LOAD TRANSFER @ ±
24″ O.C. MIN AS NOTED ON DRAWING.
EXPANSION JOINTS W/ LOAD TRANSFER @
MATERIAL & DIRECTIONAL CHANGES, CURBS &
LANDSCAPE STRUCTURE.
CONCRETE PAVEMENT (TYP)
9
10
SCALE: 1-1/2″=1′-0″
11
12
B
SHEET:
CONSTRUCTION
DETAILS 1 OF 3
A
L 401
2
4
3
DETAIL NOTES:
L
1.
2.
3.
4.
5.
6′ FENCING
KANT-SLAM DOOR CLOSER
POST CAP
GATE HANGER BOLT & HINGE
ELECTROMAGNETIC LOCK AND ARMATURE PLATE. LOCK
SHALL BE ON SIDE THE SIDE IN WHICH THE GATE OPENS
FENCE CONTRACTOR TO PROVIDE Z-BRACKET WELDED
TO GATE TO RECEIVE THE ARMATURE PLATE
GATE SHALL MATCH FENCE AND HAVE 1 21″ SOLID STEEL
TUB FRAME
3″ x 3″ MINIMUM TERMINAL FENCE POST AT GATE (ONE
OF TWO)
CARD READER
PASSAGE LEVER WITH LOCK BOX AND KWIK SET DEAD
BOLT
6.
K
11.
7.
8.
9.
10.
4
3
J
14.
15.
16.
17.
18.
19.
4′-3″
3′-9″
6
7
8
9
10
11
12
DETAIL NOTES:
MATERIAL NOTES:
1. 1-1/2″ TUBULAR STEEL MIDDLE RAIL.
L
A. FENCING TO BE HOT DIPPED GALVANIZED WITH
2. 5/8″ SQUARE SOLID STEEL BAR
POLYURETHANE COATED FINISH,COLOR TO BE “MATTE BLACK”
3. 3″ SQUARE TUBULAR STEEL POST W/ CAP.
B. CONTRACTOR TO VERIFY EXISTING FENCING DIMENSIONS,
4. PICKET FINIAL, MATCH EXISTING
PICKETS, RAILS, AND MATCH.
5. 3′-0″ DEEP x 9″ DIA. CONCRETE FILLED POST
C. CONTRACTOR MAY SUBSTITUTE MANUFACTURED FENCE
FOOTING 3000psi
SECTION FOR CONSIDERATION BY LANDSCAPE ARCHITECT,
MIN. @ 28 DAYS, SEE POST FOOTING DETAIL.
SEE SPECIFICATIONS FOR PRE-APPROVED FENCE
6. POST FINIAL, MATCH EXISTING
MANUFACTURER.
K
7. GRAVITY LATCH WITH TWO WAY ACCESS
D. FENCEMASTERS
8. HEAVY DUTY, SELF CLOSING HINGES (3)
11255 EASTEX FREEWAY
9. 1-1/2″ SQUARE TUBULAR STEEL FRAME
HOUSTON, TEXAS 77093
+/- 4′-6″
(713) 692-2781
MINIMUM EXTENT OF EXPANDED MESH = THE GREATER
BETWEEN 24″ & TEXAS POOL CODE
EXPANDED MESH CONTINUOUS
JUNCTION BOX (MOUNT INSIDE OF FENCE; PAINT TO
MATCH FENCE)
SWEEP TO BE INSTALLED BY FENCING CONTRACTOR
WHEN FENCE POSTS ARE SET IN CONCRETE
KICK PLATE BOTH SIDES
CONCRETE FOOTING
FINISHED GRADE
PUSH TO EXIST BUTTON
BOTTOM RAIL
7
1
6
M2L Associates Inc.
M2L
8955 KATY FWY, # 300 HOUSTON, TX 77024
713-722-8897
WWW.M2LASSOCIATES.NET
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1
5
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13.
5
J
This drawing and all prints of it are the property of
M2L Associates, Inc. Prints are to be returned to M2L
Associates, Inc. upon completion of use for which they
were issued. Reproduction of this drawing without the
written consent of M2L Associates, Inc. is not permitted.
CONSULTANT:
7
14
14
+/6″
1
1 21″
8
I
2
9
SEAL (S):
5
14
17
14
17
REGIST
E
KARE
H
3″ MAX
1 21″
15
9
19
N
R
GE
13
4
NDSCAPE
D LA
A
E
R
W. RO
CT
HITE
RC
S
10
12
AT
FS/FG
AS
11
3′-3″
1′-3″
3-1/2″
ST
4″ MAX
5
10
4′-0″
2′-0″
2 21″
H
7
9
6′-0″
I
PLAN VIEW
16 15
E OF T EX
JAN-4-2023
8
16
Number
9
Date
SIDE VIEW
FRONT VIEW
G
G
4
6′ METAL GATE
SCALE: 1-1/2″ = 1′
2
+/- 6′-0″
7
3-1/2″
2
6′-0″
D
4
3″ MAX
C
FS/FG
B
8
5
9
E
4
6
1
3
Country Village
Recreation Center
Improvements
12042 Riverview Dr.
Houston, TX 77077
+/- 6′-0″ O.C.
MATERIAL NOTES:
A. FENCING TO BE HOT DIPPED GALVANIZED
WITH POLYURETHANE COATED FINISH,COLOR
TO BE “MATTE BLACK”
B. CONTRACTOR TO VERIFY EXISTING FENCING
DIMENSIONS, PICKETS, RAILS, AND MATCH.
C. CONTRACTOR MAY SUBSTITUTE
MANUFACTURED FENCE SECTION FOR
CONSIDERATION BY LANDSCAPE ARCHITECT,
SEE SPECIFICATIONS FOR PRE-APPROVED
FENCE MANUFACTURER.
D. FENCEMASTERS
11255 EASTEX FREEWAY
HOUSTON, TEXAS 77093
(713) 692-2781
D
C
100% CD
DATE:
4″ O.C.
PROJ. NO.
1.4.2023
NBCA2301
2
4
B
3″ MAX
E
F
+/6″
+/6″
1
DETAIL NOTES:
1. 1-1/2″ STEEL MIDDLE RAIL.
2. 5/8″ SQUARE SOLID STEEL BAR
3. 3″ SQUARE TUBULAR STEEL POST W/ CAP.
4. PICKET FINIAL, MATCH EXISTING
5. 3′-0″ DEEP x 9″ DIA. CONCRETE FILLED POST
FOOTING 3000psi
MIN. @ 28 DAYS, SEE POST FOOTING DETAIL.
6. POST FINIAL, MATCH EXISTING
7. ELECTRONIC GATE LATCH WITH CARD
READER, REPURPOSE AND REINSTALL
EXISTING ELECTRONIC CARD READER GATE
LATCH AND EXTEND CONDUIT/CONDUCTORS
8. HEAVY DUTY, SELF CLOSING HINGES (3)
9. 2″” SQUARE TUBULAR STEEL FRAME
4′-0″ OR 6′-0″
3
4
SCALE: 1″ = 1′-0″
DETAIL NOTES:
MATERIAL NOTES:
1. 1-5/8″ X1 1/2″ STEEL TUBING TOP, BOTTOM,
A. FENCING TO BE HOT DIPPED GALVANIZED WITH
AND MIDDLE RAIL.
POLYURETHANE COATED FINISH,COLOR TO BE “MATTE BLACK”
2. 5/8″ SQUARE SOLID STEEL BAR
B. CONTRACTOR TO VERIFY EXISTING FENCING DIMENSIONS,
3. 3″ SQUARE TUBULAR STEEL POST W/ CAP.
PICKETS, RAILS, AND MATCH.
4. PICKET FINIAL, MATCH EXISTING
C. CONTRACTOR MAY SUBSTITUTE MANUFACTURED FENCE
5. 3′-0″ DEEP x 9″ DIA. CONCRETE FILLED POST
SECTION FOR CONSIDERATION BY LANDSCAPE ARCHITECT,
FOOTING 3000psi
SEE SPECIFICATIONS FOR PRE-APPROVED FENCE
MIN. @ 28 DAYS, SEE POST FOOTING DETAIL.
MANUFACTURER.
6. POST FINIAL, MATCH EXISTING
D.
FENCEMASTERS
11255 EASTEX FREEWAY
HOUSTON, TEXAS 77093
(713) 692-2781
F
6
PLAYGROUND GATE
SHEET:
CONSTRUCTION
DETAILS 2 OF 3
FS/FG
5
A
A
3
6′-0″ HIGH X 6′-0″ WIDE PARK ENTRANCE GATE
1
2
3
SCALE 1″=1′-0″
4
5
6
7
1
4′-0″ OR 6’-0″ HIGH METAL FENCE
8
9
10
SCALE: NTS
11
12
L402
1
2
3
4
5
6
7
8
9
10
11
12
L
L
FOR REFERENCE ONLY- PAVILION BY OTHERS
MANUFACTURER
CLASSIC RECREATION SYSTEMS INC.
WWW.CLASSICRECREATION.COM
K
11875 E. BERRY DR. DEWY, AZ 86327
TEL: 520-775-3307
GENERAL NOTES:
1. MANUFACTURE HIGH
PERFORMANCE COATING.
2. COLOR TO BE SELECTED
FROM MFR. STANDARD
COLOR SCHEME.
3. MANUFACTURER: CLASSIC
[email protected]
STRUCTURAL ENGINEERED FOUNDATION SHALL BE BASED
ON THE REQUIREMENTS OF THE CITY OF HOUSTON
BUILDING CODE, “2012 INTERNATIONAL BUILDING CODE”,
WITH CITY OF HOUSTON AMENDMENT. THE COLUMN IS
DESIGNED TO WITHSTAND WIND LOAD OF 139 MPH @
3 SECOND GUST WIND SPEED.
K
M2L
RECREATION SYSTEMS
REPRESENTATIVE: MAY
RECREATION 281-288-1412
MODEL: ORLANDO
J
M2L Associates Inc.
J
8955 KATY FWY, # 300 HOUSTON, TX 77024
713-722-8897
WWW.M2LASSOCIATES.NET
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This drawing and all prints of it are the property of
M2L Associates, Inc. Prints are to be returned to M2L
Associates, Inc. upon completion of use for which they
were issued. Reproduction of this drawing without the
written consent of M2L Associates, Inc. is not permitted.
CONSULTANT:
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SEAL (S):
16 15
E OF T EX
JAN-4-2023
Number
*FOR REFERENCE ONLY- PAVILION BY OWNER
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6
SUB-SURFACE CAISSON FOOTING
*FOR REFERENCE ONLY- PAVILION BY OWNER
SCALE: NTS
4
LAYOUT PLAN
*FOR REFERENCE ONLY- PAVILION BY OWNER
SCALE: NTS
2
ELEVATION
Date
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SCALE: NTS
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Country Village
Recreation Center
Improvements
12042 Riverview Dr.
Houston, TX 77077
D
D
C
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100% CD
DATE:
PROJ. NO.
B
B
1.4.2023
NBCA2301
SHEET:
CONSTRUCTION
DETAILS 3 OF 3
A
*FOR REFERENCE ONLY- PAVILION BY OWNER
*FOR REFERENCE ONLY- PAVILION BY OWNER
5
SUB-SURFACE SPREAD FOOTING
1
2
3
SCALE: NTS
4
3
