site plan and dimensional control plan
TRANSCRIPT
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Building 1 Total UnitsPer Building
Total Numberof Buildings
Net S.F. PerBldg
Net S.F. ofBldgsA1 A2 A3 A4 A5 B1 B2 B3 TH
4 6 0 4 5 0 6 2 0 27 1 24,928 24,928
Building 2 Total UnitsPer Building
Total Numberof Buildings
Net S.F. PerBldg
Net S.F. ofBldgsA1 A2 A3 A4 A5 B1 B2 B3 TH
7 8 0 0 2 0 0 4 0 21 1 17,820 17,820
Building 3 Total UnitsPer Building
Total Numberof Buildings
Net S.F. PerBldg
Net S.F. ofBldgsA1 A2 A3 A4 A5 B1 B2 B3 TH
0 0 0 0 0 0 0 0 7 7 1 13,300 13,300
Building 4 Total UnitsPer Building
Total Numberof Buildings
Net S.F. PerBldg
Net S.F. ofBldgsA1 A2 A3 A4 A5 B1 B2 B3 TH
9 0 40 0 6 6 0 8 0 69 1 60,328 60,328
Building 5 Total UnitsPer Building
Total Numberof Buildings
Net S.F. PerBldg
Net S.F. ofBldgsA1 A2 A3 A4 A5 B1 B2 B3 TH
15 0 48 0 6 6 0 8 0 83 1 70,928 70,928
Building 6 Total UnitsPer Building
Total Numberof Buildings
Net S.F. PerBldg
Net S.F. ofBldgsA1 A2 A3 A4 A5 B1 B2 B3 TH
0 0 0 0 0 0 0 0 3 3 1 5,700 5,700
Building 7 Total UnitsPer Building
Total Numberof Buildings
Net S.F. PerBldg
Net S.F. ofBldgsA1 A2 A3 A4 A5 B1 B2 B3 TH
10 0 1 0 0 0 4 0 0 15 1 12,664 12,664
Unit Type Square Footage Number Percentage Total S.F.
(LINEAR FEET)STREET FRONTAGE
RIVER WALK DRIVE1 per 30 l.f.
STANDARD
15 Trees (min. 6" cal.)
REQUIRED PROVIDED
STREET BUFFER TREES
TOWN OF FLOWER MOUNDLANDSCAPE REQUIREMENT COMPLIANCE
LG River Walk Apartments
15 Trees (6" cal.)
1st AVENUE 16 Trees (6" cal.) 16 Trees (min. 6" cal.) 1 per 30 l.f.
NEW PARKING AREA LANDSCAPING
# OF PARK. SPACES
1 per 10 parking spaces
STANDARD
(15)New Trees (3" cal.) 15 Trees (3" cal.)
203 Spaces
REQUIRED PROVIDED
**All parking spaces to be located within 50ft. of shade tree.
142 SpacesTotal Parking
Interior Lot Parking142/10 = 14.2
OLYMPIA DRIVE 12 Trees (6" cal.) 12 Trees (min. 6" cal.) 1 per 30 l.f.
COMMUNITY DRIVE 19 Trees (6" cal.) 19 Trees (min. 6" cal.) 1 per 30 l.f.
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CU- STRUCTURAL SOIL;REF. L3.0, DETAIL #1
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L2.0
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STA 1
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7 9ET
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EA WART
15260
L3.0
TOP OF PLATE
TOP OF DECK
TOP OF PLATE
TOP OF CONC. - F.F.RELATIVE DATUM= 100'-0"
= 113'-7 7/8"
= 112'-1 1/8"
= 125'-9"
1'-6
3/4
"
12'-1
1/8
"12
'-1 1
/8"
7'-6
"
TOP OF PARAPET= 133'-3"
TOP OF PARAPET= 137'-9"
4'-6
"
TOP OF PLATE
TOP OF DECK
TOP OF PLATE
TOP OF CONC. - F.F.RELATIVE DATUM
= 100'-0"
= 113'-7 7/8"
= 112'-1 1/8"
= 125'-9"
1'-6
3/4
"
12'-1
1/8
"12
'-1 1
/8"
7'-6
"
TOP OF PARAPET= 133'-3"
TOP OF PARAPET= 136'-7"
3'-4
"
2 1 15 14 19875 4 62011 5 11 6 149 211 14 7
TOP OF PLATE
TOP OF DECK
TOP OF PLATE
TOP OF CONC. - F.F.RELATIVE DATUM= 100'-0"
= 113'-7 7/8"
= 112'-1 1/8"
= 125'-9"
1'-6
3/4
"
12'-1
1/8
"12
'-1 1
/8"
TOP OF PARAPET= 144'-11 5/8"
TOP OF PLATE
TOP OF DECK
TOP OF PLATE
TOP OF CONC. - F.F.RELATIVE DATUM
= 100'-0"
= 113'-7 7/8"
= 112'-1 1/8"
= 125'-9"
1'-6
3/4
"
12'-1
1/8
"12
'-1 1
/8"
7'-6
"
TOP OF PARAPET= 133'-3"
TOP OF PARAPET= 137'-9"
4'-6
"
TOP OF DECK = 127'-3 3/4"
1'-6
3/4
"
TOP OF PLATE= 136'-4 7/8"
9'-1
1/8
"
TOP OF DECK = 137'-11 5/8"
1'-6
3/4
"
7'-0
"
1914 22011 915 16
9 14 7 19 11 2113 8 1
73 14
6
1
14
TOP OF PLATE
TOP OF DECK
TOP OF PLATE
TOP OF CONC. - F.F.RELATIVE DATUM= 100'-0"
= 113'-7 7/8"
= 112'-1 1/8"
= 125'-9"
1'-6
3/4
"
12'-1
1/8
"12
'-1 1
/8"
TOP OF PARAPET= 131'-9"
TOP OF PLATE
TOP OF DECK
TOP OF PLATE
TOP OF CONC. - F.F.RELATIVE DATUM
= 100'-0"
= 113'-7 7/8"
= 112'-1 1/8"
= 125'-9"
1'-6
3/4
"
12'-1
1/8
"12
'-1 1
/8"
6'-0
"
TOP OF PARAPET= 136'-7"
4'-1
0"
TOP OF DECK = 127'-3 3/4"
1'-6
3/4
"
TOP OF PLATE= 136'-4 7/8"
9'-1
1/8
"6'
-0"
TOP OF PARAPET= 142'-4 7/8"
13 14 2 147 19
14 11 7 3 536 6 1910
3 111
1
1
17
18
INTERIOR BLOCKVEHICULAR BLOCK
TOP OF PLATE
TOP OF DECK
TOP OF PLATE
TOP OF CONC. - F.F.RELATIVE DATUM= 100'-0"
= 113'-7 7/8"
= 112'-1 1/8"
= 125'-9"
1'-6
3/4
"
12'-1
1/8
"12
'-1 1
/8"
TOP OF PARAPET= 131'-9"
TOP OF PLATE
TOP OF DECK
TOP OF PLATE
TOP OF CONC. - F.F.RELATIVE DATUM
= 100'-0"
= 113'-7 7/8"
= 112'-1 1/8"
= 125'-9"
1'-6
3/4
"
12'-1
1/8
"12
'-1 1
/8"
6'-0
"
TOP OF DECK = 127'-3 3/4"
1'-6
3/4
"
TOP OF PLATE= 136'-4 7/8"
9'-1
1/8
"
TOP OF DECK = 137'-11 5/8"
1'-6
3/4
"
TOP OF PLATE= 147'-0 3/4"
9'-1
1/8
"
TOP OF PARAPET= 153'-10 3/4"
6'-1
0"
1 3 21410 195 11317117 3 6 19 1 18
14 113619 2 1 19
27
PEDESTRIAN BLOCKINTERIOR BLOCK
Issue Set:
Drawing No.
Project ID
15305
HENSLEY LAMKIN RACHEL, INC.
DALLAS ● HOUSTON ● SEATTLE
WWW.HLRINC.NET
PH: 972.726.9400
DOCUMENTS AS INSTRUMENTS OF SERVICE AREGIVEN IN CONFIDENCE AND REMAIN THE
PROPERTY OF HENSLEY LAMKIN RACHEL, INC.THIS DOCUMENT AND THE INFORMATION
CONTAINED HEREIN MAY NOT BE DUPLICATED,USED, OR DISCLOSED WITHOUT WRITTEN
CONSENT OF HENSLEY LAMKIN RACHEL, INC.
C 2016 HENSLEY LAMKIN RACHEL, INC.
Revisions
Project Title:
ROBERT W. LAMKIN, AIATX LICENSE NO. 12495
PRELIMINARY DRAWING
NOT FOR CONSTRUCTIONNOT FOR GOVERNMENTAL REVIEW
02.08.16
THERIVERWALK
FLOWER MOUNDTEXAS
03.02.16 - City Comments
04.26.16 - City Comments
A1
BUILDING 1
ELEVATIONS
SCALE:01 1ST AVENUE ELEVATION (NORTH)
3/32" = 1'-0" BLDG #1
SCALE:02 RIVERWALK DRIVE ELEVATION (WEST)
3/32" = 1'-0" BLDG #1
STUCCO FINISH SYSTEM
BRICK VENEER SYSTEM
STONE FINISH SYSTEM
FIBER CEMENT PANEL SYSTEM
BALCONY SYSTEM
TUBE STEEL RAILING SYSTEM
VINYL WINDOW SYSTEM
GARAGE DOOR
EXT. DOOR SYSTEM
STOREFRONT SYSTEM
CANOPY SYSTEM W/ METAL
ROOF
COMPOSITE SHINGLE ROOF
SYSTEM
SCUPPER AND DOWNSPOUT
SYSTEM
FLAT ROOF SYSTEM
PARAPET WALL METAL
FLASHING CAP
GUTTER AND DOWNSPOUT
SYSTEM
BRICK ROWLOCK
BRICK SOLDIER
STUCCO FOAM TRIM
CAST STONE
SIGNAGE
STEEL COLUMN
FASCIA BOARD
OPEN ROOF TRELLIS
WOOD SCREEN GATE
SLAT SCREEN
STEEL LINTEL
MATERIAL ELEVATION
LEGEND
SCALE:03 SIDE / INTERIOR LOT ELEVATION (EAST)
3/32" = 1'-0" BLDG #1
SCALE:04 SIDE / INTERIOR LOT ELEVATION (SOUTH)
3/32" = 1'-0" BLDG #1
NOTES:
1. ANY EXTERNAL ELECTRICAL PANELS WILL BEPAINTED/TEXTURED TO MATCH THE MATERIAL ANDCOLOR OF THE BUILDING.
2. REFER TO SHEET A8 FOR MATERIAL CALCULATIONS.
MATERIAL LEGEND - BLDGS 1 & 2
ACME BRICK - OLD WORLD
4" SMOOTH FACED BURNISHED
BLOCK - COLOR TO MATCH
EXISTING RIVERWALK STONE
CAST STONE - BUFF COLOR
PAINT - DRY DOCK (SW7502)
PAINT - PERFECT GREIGE
(SW6073)
STEEL - IRON ORE (SW7069)
TOP OF PLATE
TOP OF DECK
TOP OF PLATE
TOP OF CONC. - F.F.RELATIVE DATUM= 100'-0"
= 113'-7 7/8"
= 112'-1 1/8"
= 125'-9"
1'-6
3/4
"
12'-1
1/8
"12
'-1 1
/8"
7'-6
"
TOP OF PARAPET= 133'-3"
TOP OF PARAPET= 136'-7"
3'-4
"
TOP OF PLATE
TOP OF DECK
TOP OF PLATE
TOP OF CONC. - F.F.RELATIVE DATUM
= 100'-0"
= 113'-7 7/8"
= 112'-1 1/8"
= 125'-9"
1'-6
3/4
"
12'-1
1/8
"12
'-1 1
/8"
7'-6
"
TOP OF PARAPET= 133'-3"
TOP OF PARAPET= 136'-7"
3'-4
"
151 2 14 19875 4 6311 5 11 6 145114 718 11 21 5 3
TOP OF PLATE
TOP OF DECK
TOP OF PLATE
TOP OF CONC. - F.F.RELATIVE DATUM= 100'-0"
= 113'-7 7/8"
= 112'-1 1/8"
= 125'-9"
1'-6
3/4
"
12'-1
1/8
"12
'-1 1
/8"
6'-0
"
TOP OF PARAPET= 131'-9"
TOP OF PLATE
TOP OF DECK
TOP OF PLATE
TOP OF CONC. - F.F.RELATIVE DATUM
= 100'-0"
= 113'-7 7/8"
= 112'-1 1/8"
= 125'-9"
1'-6
3/4
"
12'-1
1/8
"12
'-1 1
/8"
6'-0
"
TOP OF PARAPET= 131'-9"
14117 18 3 3 311 65 19 7 2 1014 3 517 148191 123
TOP OF PLATE
TOP OF DECK
TOP OF PLATE
TOP OF CONC. - F.F.RELATIVE DATUM= 100'-0"
= 113'-7 7/8"
= 112'-1 1/8"
= 125'-9"
1'-6
3/4
"
12'-1
1/8
"12
'-1 1
/8"
4'-3
"
TOP OF PARAPET= 130'-0"
TOP OF PARAPET= 136'-7"
6'-7
"
TOP OF PLATE
TOP OF DECK
TOP OF PLATE
TOP OF CONC. - F.F.RELATIVE DATUM
= 100'-0"
= 113'-7 7/8"
= 112'-1 1/8"
= 125'-9"
1'-6
3/4
"
12'-1
1/8
"12
'-1 1
/8"
6'-0
"
TOP OF PARAPET= 130'-0"
32 7114 3 14 119 15
TOP OF PLATE
TOP OF DECK
TOP OF PLATE
TOP OF CONC. - F.F.RELATIVE DATUM
= 100'-0"
= 113'-7 7/8"
= 112'-1 1/8"
= 125'-9"
1'-6
3/4
"12
'-1 1
/8"
12'-1
1/8
"4'
-3"
TOP OF PARAPET= 130'-0"
TOP OF PARAPET= 136'-7"
6'-7
"
TOP OF PLATE
TOP OF DECK
TOP OF PLATE
TOP OF CONC. - F.F.RELATIVE DATUM= 100'-0"
= 113'-7 7/8"
= 112'-1 1/8"
= 125'-9"
1'-6
3/4
"12
'-1 1
/8"
12'-1
1/8
"6'
-0"
TOP OF PARAPET= 130'-0"
3 27 1 143141 1915
Issue Set:
Drawing No.
Project ID
15305
HENSLEY LAMKIN RACHEL, INC.
DALLAS ● HOUSTON ● SEATTLE
WWW.HLRINC.NET
PH: 972.726.9400
DOCUMENTS AS INSTRUMENTS OF SERVICE AREGIVEN IN CONFIDENCE AND REMAIN THE
PROPERTY OF HENSLEY LAMKIN RACHEL, INC.THIS DOCUMENT AND THE INFORMATION
CONTAINED HEREIN MAY NOT BE DUPLICATED,USED, OR DISCLOSED WITHOUT WRITTEN
CONSENT OF HENSLEY LAMKIN RACHEL, INC.
C 2016 HENSLEY LAMKIN RACHEL, INC.
Revisions
Project Title:
ROBERT W. LAMKIN, AIATX LICENSE NO. 12495
PRELIMINARY DRAWING
NOT FOR CONSTRUCTIONNOT FOR GOVERNMENTAL REVIEW
02.08.16
THERIVERWALK
FLOWER MOUNDTEXAS
03.02.16 - City Comments
04.26.16 - City Comments
A2
BUILDING 2
ELEVATIONS
STUCCO FINISH SYSTEM
BRICK VENEER SYSTEM
STONE FINISH SYSTEM
FIBER CEMENT PANEL SYSTEM
BALCONY SYSTEM
TUBE STEEL RAILING SYSTEM
VINYL WINDOW SYSTEM
GARAGE DOOR
EXT. DOOR SYSTEM
STOREFRONT SYSTEM
CANOPY SYSTEM W/ METAL
ROOF
COMPOSITE SHINGLE ROOF
SYSTEM
SCUPPER AND DOWNSPOUT
SYSTEM
FLAT ROOF SYSTEM
PARAPET WALL METAL
FLASHING CAP
GUTTER AND DOWNSPOUT
SYSTEM
BRICK ROWLOCK
BRICK SOLDIER
STUCCO FOAM TRIM
CAST STONE
SIGNAGE
STEEL COLUMN
FASCIA BOARD
OPEN ROOF TRELLIS
WOOD SCREEN GATE
SLAT SCREEN
STEEL LINTEL
MATERIAL ELEVATION
LEGEND
SCALE:01 RIVERWALK DRIVE ELEVATION (WEST)
3/32" = 1'-0" BLDG #2
SCALE:02 COMMUNITY DRIVE ELEVATION (SOUTH)
3/32" = 1'-0" BLDG #2
SCALE:04 INTERIOR LOT ELEVATION (EAST)
3/32" = 1'-0" BLDG #1
SCALE:03 SIDE ELEVATION (NORTH)
3/32" = 1'-0" BLDG #1
MATERIAL LEGEND - BLDGS 1 & 2
ACME BRICK - OLD WORLD
4" SMOOTH FACED BURNISHED
BLOCK - COLOR TO MATCH
EXISTING RIVERWALK STONE
CAST STONE - BUFF COLOR
PAINT - DRY DOCK (SW7502)
PAINT - PERFECT GREIGE
(SW6073)
STEEL - IRON ORE (SW7069)
NOTES:
1. ANY EXTERNAL ELECTRICAL PANELS WILL BEPAINTED/TEXTURED TO MATCH THE MATERIAL ANDCOLOR OF THE BUILDING.
2. REFER TO SHEET A8 FOR MATERIAL CALCULATIONS.
TOP OF PLATE
TOP OF DECK
TOP OF PLATE
TOP OF CONC. - F.F.RELATIVE DATUM= 100'-0"
= 110'-7 7/8"
= 109'-1 1/8"
= 119'-9"
1'-6
3/4
"
9'-1
1/8
"9'
-1 1
/8"
TOP OF DECK
TOP OF PLATE
= 121'-3 3/4"
= 130'-4 7/8"
1'-6
3/4
"
9'-1
1/8
"
11 8 37 5 61 12 17 8 2211 23
TOP OF PLATE
TOP OF DECK
TOP OF PLATE
TOP OF CONC. - F.F.RELATIVE DATUM
= 100'-0"
= 110'-7 7/8"
= 109'-1 1/8"
= 119'-9"
9'-1
1/8
"9'
-1 1
/8"
TOP OF DECK
TOP OF PLATE
= 121'-3 3/4"
= 130'-4 7/8"
9'-1
1/8
"
1'-6
3/4
"1'
-6 3
/4"
TOP OF ROOF= 146'-6 7/8"
TOP OF ROOF= 146'-6 7/8"
16'-2
"
16'-2
"
TOP OF PLATE
TOP OF DECK
TOP OF PLATE
TOP OF CONC. - F.F.RELATIVE DATUM= 100'-0"
= 110'-7 7/8"
= 109'-1 1/8"
= 119'-9"
1'-6
3/4
"
9'-1
1/8
"9'
-1 1
/8"
TOP OF DECK
TOP OF PLATE
= 121'-3 3/4"
= 130'-4 7/8"
1'-6
3/4
"
9'-1
1/8
"
1 17 22 318 1012 17 181 72318
TOP OF PLATE
TOP OF DECK
TOP OF PLATE
TOP OF CONC. - F.F.RELATIVE DATUM
= 100'-0"
= 110'-7 7/8"
= 109'-1 1/8"
= 119'-9"
9'-1
1/8
"9'
-1 1
/8"
TOP OF DECK
TOP OF PLATE
= 121'-3 3/4"
= 130'-4 7/8"
9'-1
1/8
"
1'-6
3/4
"1'
-6 3
/4"
TOP OF ROOF= 146'-6 7/8"
TOP OF ROOF= 146'-6 7/8"
16'-2
"
16'-2
"
TOP OF PLATE
TOP OF DECK
TOP OF PLATE
TOP OF CONC. - F.F.RELATIVE DATUM= 100'-0"
= 110'-7 7/8"
= 109'-1 1/8"
= 119'-9"
1'-6
3/4
"
9'-1
1/8
"9'
-1 1
/8"
TOP OF DECK
TOP OF PLATE
= 121'-3 3/4"
= 130'-4 7/8"
1'-6
3/4
"
9'-1
1/8
"
712 221 23 317 183
TOP OF PLATE
TOP OF DECK
TOP OF PLATE
TOP OF CONC. - F.F.RELATIVE DATUM
= 100'-0"
= 110'-7 7/8"
= 109'-1 1/8"
= 119'-9"
9'-1
1/8
"9'
-1 1
/8"
TOP OF DECK
TOP OF PLATE
= 121'-3 3/4"
= 130'-4 7/8"9'
-1 1
/8"
1'-6
3/4
"1'
-6 3
/4"
11
TOP OF PLATE
TOP OF DECK
TOP OF PLATE
TOP OF CONC. - F.F.RELATIVE DATUM= 100'-0"
= 110'-7 7/8"
= 109'-1 1/8"
= 119'-9"
1'-6
3/4
"
9'-1
1/8
"9'
-1 1
/8"
TOP OF DECK
TOP OF PLATE
= 121'-3 3/4"
= 130'-4 7/8"
1'-6
3/4
"
9'-1
1/8
"
7 1222 18231 3
TOP OF PLATE
TOP OF DECK
TOP OF PLATE
TOP OF CONC. - F.F.RELATIVE DATUM
= 100'-0"
= 110'-7 7/8"
= 109'-1 1/8"
= 119'-9"
9'-1
1/8
"9'
-1 1
/8"
TOP OF DECK
TOP OF PLATE
= 121'-3 3/4"
= 130'-4 7/8"
9'-1
1/8
"
1'-6
3/4
"1'
-6 3
/4"
Issue Set:
Drawing No.
Project ID
15305
HENSLEY LAMKIN RACHEL, INC.
DALLAS ● HOUSTON ● SEATTLE
WWW.HLRINC.NET
PH: 972.726.9400
DOCUMENTS AS INSTRUMENTS OF SERVICE AREGIVEN IN CONFIDENCE AND REMAIN THE
PROPERTY OF HENSLEY LAMKIN RACHEL, INC.THIS DOCUMENT AND THE INFORMATION
CONTAINED HEREIN MAY NOT BE DUPLICATED,USED, OR DISCLOSED WITHOUT WRITTEN
CONSENT OF HENSLEY LAMKIN RACHEL, INC.
C 2016 HENSLEY LAMKIN RACHEL, INC.
Revisions
Project Title:
ROBERT W. LAMKIN, AIATX LICENSE NO. 12495
PRELIMINARY DRAWING
NOT FOR CONSTRUCTIONNOT FOR GOVERNMENTAL REVIEW
02.08.16
THERIVERWALK
FLOWER MOUNDTEXAS
03.02.16 - City Comments
04.26.16 - City Comments
A3
BUILDING 3
ELEVATIONS
STUCCO FINISH SYSTEM
BRICK VENEER SYSTEM
STONE FINISH SYSTEM
FIBER CEMENT PANEL SYSTEM
BALCONY SYSTEM
TUBE STEEL RAILING SYSTEM
VINYL WINDOW SYSTEM
GARAGE DOOR
EXT. DOOR SYSTEM
STOREFRONT SYSTEM
CANOPY SYSTEM W/ METAL
ROOF
COMPOSITE SHINGLE ROOF
SYSTEM
SCUPPER AND DOWNSPOUT
SYSTEM
FLAT ROOF SYSTEM
PARAPET WALL METAL
FLASHING CAP
GUTTER AND DOWNSPOUT
SYSTEM
BRICK ROWLOCK
BRICK SOLDIER
STUCCO FOAM TRIM
CAST STONE
SIGNAGE
STEEL COLUMN
FASCIA BOARD
OPEN ROOF TRELLIS
WOOD SCREEN GATE
SLAT SCREEN
STEEL LINTEL
MATERIAL ELEVATION
LEGEND
SCALE:01 COMMUNITY DRIVE ELEVATION (SOUTH)
3/32" = 1'-0" BLDG #3
SCALE:02 SIDE ELEVATION (EAST)
3/32" = 1'-0" BLDG #3
SCALE:04 INTERIOR LOT ELEVATION (NORTH)
3/32" = 1'-0" BLDG #3
SCALE:03 SIDE ELEVATION (WEST)
3/32" = 1'-0" BLDG #3
MATERIAL LEGEND - BLDGS 3 & 6
ACME BRICK - SHENANDOAH
ACME BRICK - CASTLE MIST
PAINT - WORLDLY GRAY
(SW7043)
PAINT - INTELLECTUAL GRAY
(SW7045)
STEEL - IRON ORE (SW7069)
NOTES:
1. ANY EXTERNAL ELECTRICAL PANELS WILL BEPAINTED/TEXTURED TO MATCH THE MATERIAL ANDCOLOR OF THE BUILDING.
2. REFER TO SHEET A8 FOR MATERIAL CALCULATIONS.
TOP OF PLATE
TOP OF DECK
TOP OF PLATE
TOP OF CONC. - F.F.RELATIVE DATUM= 100'-0"
= 110'-7 7/8"
= 19'-1 1/8"
= 119'-9"
1'-6
3/4
"
9'-1
1/8
"9'
-1 1
/8"
TOP OF DECK = 121'-3 3/4"
1'-6
3/4
"
TOP OF PLATE= 130'-4 7/8"
9'-1
1/8
"
TOP OF DECK = 131'-11 5/8"
1'-6
3/4
"
TOP OF PLATE= 141'-0 3/4"
9'-1
1/8
"
TOP OF PARAPET= 147'-0 3/4"
4'-0
"
TOP OF PLATE= 143'-0 3/4"
2'-0
"
TOP OF PLATE
TOP OF DECK
TOP OF PLATE
TOP OF CONC. - F.F.RELATIVE DATUM
= 100'-0"
= 110'-7 7/8"
= 19'-1 1/8"
= 119'-9"
1'-6
3/4
"
9'-1
1/8
"9'
-1 1
/8"
TOP OF DECK = 121'-3 3/4"
1'-6
3/4
"
TOP OF PLATE= 130'-4 7/8"
9'-1
1/8
"
TOP OF DECK = 131'-11 5/8"
1'-6
3/4
"
TOP OF PLATE= 141'-0 3/4"
9'-1
1/8
"
TOP OF PARAPET= 147'-0 3/4"
4'-0
"
TOP OF PLATE= 143'-0 3/4"
2'-0
"
1 3 37 5 617 1214 8 2211 2313 23 14 3 1 17 18 314 1711 1 1 77
TOP OF ROOF= 155'-0 3/4"
8'-0
"
TOP OF ROOF= 155'-0 3/4"
8'-0
"
TOP OF PLATE
TOP OF DECK
TOP OF PLATE
TOP OF CONC. - F.F.RELATIVE DATUM= 100'-0"
= 110'-7 7/8"
= 19'-1 1/8"
= 119'-9"
1'-6
3/4
"
9'-1
1/8
"9'
-1 1
/8"
TOP OF DECK = 121'-3 3/4"
1'-6
3/4
"
TOP OF PLATE= 130'-4 7/8"
9'-1
1/8
"
TOP OF DECK = 131'-11 5/8"
1'-6
3/4
"
TOP OF PLATE= 141'-0 3/4"
9'-1
1/8
"
TOP OF PARAPET= 147'-0 3/4"
4'-0
"
TOP OF PLATE= 143'-0 3/4"
2'-0
"
TOP OF PLATE
TOP OF DECK
TOP OF PLATE
TOP OF CONC. - F.F.RELATIVE DATUM
= 100'-0"
= 110'-7 7/8"
= 19'-1 1/8"
= 119'-9"
1'-6
3/4
"
9'-1
1/8
"9'
-1 1
/8"
TOP OF DECK = 121'-3 3/4"
1'-6
3/4
"
TOP OF PLATE= 130'-4 7/8"
9'-1
1/8
"
TOP OF DECK = 131'-11 5/8"
1'-6
3/4
"
TOP OF PLATE= 141'-0 3/4"
9'-1
1/8
"
TOP OF PARAPET= 147'-0 3/4"
4'-0
"
TOP OF PLATE= 143'-0 3/4"
2'-0
"
22 171 7 141214 823 18 117 1 17373 1 17 1113 2356
TOP OF ROOF= 155'-0 3/4"
TOP OF ROOF= 155'-0 3/4"
8'-0
"
8'-0
"
Issue Set:
Drawing No.
Project ID
15305
HENSLEY LAMKIN RACHEL, INC.
DALLAS ● HOUSTON ● SEATTLE
WWW.HLRINC.NET
PH: 972.726.9400
DOCUMENTS AS INSTRUMENTS OF SERVICE AREGIVEN IN CONFIDENCE AND REMAIN THE
PROPERTY OF HENSLEY LAMKIN RACHEL, INC.THIS DOCUMENT AND THE INFORMATION
CONTAINED HEREIN MAY NOT BE DUPLICATED,USED, OR DISCLOSED WITHOUT WRITTEN
CONSENT OF HENSLEY LAMKIN RACHEL, INC.
C 2016 HENSLEY LAMKIN RACHEL, INC.
Revisions
Project Title:
ROBERT W. LAMKIN, AIATX LICENSE NO. 12495
PRELIMINARY DRAWING
NOT FOR CONSTRUCTIONNOT FOR GOVERNMENTAL REVIEW
02.08.16
THERIVERWALK
FLOWER MOUNDTEXAS
03.02.16 - City Comments
04.26.16 - City Comments
A4.1
BUILDING 4
ELEVATIONS
SCALE:01 COMMUNITY DRIVE ELEVATION (SOUTH)
3/32" = 1'-0" BLDG #4
SCALE:02 SOUTH BROADWAY AVENUE ELEVATION (EAST)
3/32" = 1'-0" BLDG #4
MATERIAL LEGEND - BLDGS 4 & 5
ACME BRICK - VILLAGE
ACME BRICK - HENSLEY GRAY
PAINT - ACCESSIBLE BEIGE
(SW7036)
PAINT - TONY TAUPE (SW7038)
STEEL - IRON ORE (SW7069)
NOTES:
1. ANY EXTERNAL ELECTRICAL PANELS WILL BEPAINTED/TEXTURED TO MATCH THE MATERIAL ANDCOLOR OF THE BUILDING.
2. REFER TO SHEET A8 FOR MATERIAL CALCULATIONS.
STUCCO FINISH SYSTEM
BRICK VENEER SYSTEM
STONE FINISH SYSTEM
FIBER CEMENT PANEL SYSTEM
VINYL WINDOW SYSTEM
GARAGE DOOR
EXT. DOOR SYSTEM
STOREFRONT SYSTEM
CANOPY SYSTEM W/ METAL
ROOF
COMPOSITE SHINGLE ROOF
SYSTEM
SCUPPER AND DOWNSPOUT
SYSTEM
FLAT ROOF SYSTEM
PARAPET WALL METAL
FLASHING CAP
GUTTER AND DOWNSPOUT
SYSTEM
BRICK ROWLOCK
BRICK SOLDIER
STUCCO FOAM TRIM
CAST STONE
SIGNAGE
STEEL COLUMN
FASCIA BOARD
BALCONY SYSTEM
TUBE STEEL RAILING SYSTEM OPEN ROOF TRELLIS
WOOD SCREEN GATE
SLAT SCREEN
MATERIAL ELEVATION LEGEND
STEEL LINTEL
TOP OF PLATE
TOP OF DECK
TOP OF PLATE
TOP OF CONC. - F.F.RELATIVE DATUM= 100'-0"
= 110'-7 7/8"
= 19'-1 1/8"
= 119'-9"
1'-6
3/4
"
9'-1
1/8
"9'
-1 1
/8"
TOP OF DECK = 121'-3 3/4"
1'-6
3/4
"
TOP OF PLATE= 130'-4 7/8"
9'-1
1/8
"
TOP OF DECK = 131'-11 5/8"
1'-6
3/4
"
TOP OF PLATE= 141'-0 3/4"
9'-1
1/8
"
TOP OF PARAPET= 147'-0 3/4"
4'-0
"
TOP OF PLATE= 143'-0 3/4"
2'-0
"
TOP OF PLATE
TOP OF DECK
TOP OF PLATE
TOP OF CONC. - F.F.RELATIVE DATUM
= 100'-0"
= 110'-7 7/8"
= 19'-1 1/8"
= 119'-9"
1'-6
3/4
"
9'-1
1/8
"9'
-1 1
/8"
TOP OF DECK = 121'-3 3/4"
1'-6
3/4
"
TOP OF PLATE= 130'-4 7/8"
9'-1
1/8
"
TOP OF DECK = 131'-11 5/8"
1'-6
3/4
"
TOP OF PLATE= 141'-0 3/4"
9'-1
1/8
"
7 1 2223 33 1218 181 78 6 53 22 23 6 310117 17322
TOP OF ROOF= 155'-0 3/4"
TOP OF ROOF= 155'-0 3/4"
8'-0
"
14'-0
"
26
INTERIOR BLOCKVEHICULAR BLOCK
TOP OF PLATE
TOP OF DECK
TOP OF PLATE
TOP OF CONC. - F.F.RELATIVE DATUM= 100'-0"
= 110'-7 7/8"
= 19'-1 1/8"
= 119'-9"
1'-6
3/4
"
9'-1
1/8
"9'
-1 1
/8"
TOP OF DECK = 121'-3 3/4"
1'-6
3/4
"
TOP OF PLATE= 130'-4 7/8"
9'-1
1/8
"
TOP OF DECK = 131'-11 5/8"
1'-6
3/4
"
TOP OF PLATE= 141'-0 3/4"
9'-1
1/8
"
TOP OF PLATE
TOP OF DECK
TOP OF PLATE
TOP OF CONC. - F.F.RELATIVE DATUM
= 100'-0"
= 110'-7 7/8"
= 19'-1 1/8"
= 119'-9"
1'-6
3/4
"
9'-1
1/8
"9'
-1 1
/8"
TOP OF DECK = 121'-3 3/4"
1'-6
3/4
"
TOP OF PLATE= 130'-4 7/8"
9'-1
1/8
"
TOP OF DECK = 131'-11 5/8"
1'-6
3/4
"
TOP OF PLATE= 141'-0 3/4"
9'-1
1/8
"
TOP OF PARAPET= 147'-0 3/4"
4'-0
"
TOP OF PLATE= 143'-0 3/4"
2'-0
"
117 17 713 231710 3 6 317183 8 1222
TOP OF ROOF= 155'-0 3/4"
TOP OF ROOF= 155'-0 3/4"
14'-0
"
8'-0
"
PEDESTRIAN BLOCKINTERIOR BLOCK
Issue Set:
Drawing No.
Project ID
15305
HENSLEY LAMKIN RACHEL, INC.
DALLAS ● HOUSTON ● SEATTLE
WWW.HLRINC.NET
PH: 972.726.9400
DOCUMENTS AS INSTRUMENTS OF SERVICE AREGIVEN IN CONFIDENCE AND REMAIN THE
PROPERTY OF HENSLEY LAMKIN RACHEL, INC.THIS DOCUMENT AND THE INFORMATION
CONTAINED HEREIN MAY NOT BE DUPLICATED,USED, OR DISCLOSED WITHOUT WRITTEN
CONSENT OF HENSLEY LAMKIN RACHEL, INC.
C 2016 HENSLEY LAMKIN RACHEL, INC.
Revisions
Project Title:
ROBERT W. LAMKIN, AIATX LICENSE NO. 12495
PRELIMINARY DRAWING
NOT FOR CONSTRUCTIONNOT FOR GOVERNMENTAL REVIEW
02.08.16
THERIVERWALK
FLOWER MOUNDTEXAS
03.02.16 - City Comments
04.26.16 - City Comments
A4.2
BUILDING 4
ELEVATIONS
SCALE:01 SIDE / INTERIOR LOT ELEVATION (NORTH)
3/32" = 1'-0" BLDG #4
SCALE:02 SIDE / INTERIOR LOT ELEVATION (WEST)
3/32" = 1'-0" BLDG #4
MATERIAL LEGEND - BLDGS 4 & 5
ACME BRICK - VILLAGE
ACME BRICK - HENSLEY GRAY
PAINT - ACCESSIBLE BEIGE
(SW7036)
PAINT - TONY TAUPE (SW7038)
STEEL - IRON ORE (SW7069)
NOTES:
1. ANY EXTERNAL ELECTRICAL PANELS WILL BEPAINTED/TEXTURED TO MATCH THE MATERIAL ANDCOLOR OF THE BUILDING.
2. REFER TO SHEET A8 FOR MATERIAL CALCULATIONS.
STUCCO FINISH SYSTEM
BRICK VENEER SYSTEM
STONE FINISH SYSTEM
FIBER CEMENT PANEL SYSTEM
VINYL WINDOW SYSTEM
GARAGE DOOR
EXT. DOOR SYSTEM
STOREFRONT SYSTEM
CANOPY SYSTEM W/ METAL
ROOF
COMPOSITE SHINGLE ROOF
SYSTEM
SCUPPER AND DOWNSPOUT
SYSTEM
FLAT ROOF SYSTEM
PARAPET WALL METAL
FLASHING CAP
GUTTER AND DOWNSPOUT
SYSTEM
BRICK ROWLOCK
BRICK SOLDIER
STUCCO FOAM TRIM
CAST STONE
SIGNAGE
STEEL COLUMN
FASCIA BOARD
BALCONY SYSTEM
TUBE STEEL RAILING SYSTEM OPEN ROOF TRELLIS
WOOD SCREEN GATE
SLAT SCREEN
MATERIAL ELEVATION LEGEND
STEEL LINTEL
TOP OF PLATE
TOP OF DECK
TOP OF PLATE
TOP OF CONC. - F.F.RELATIVE DATUM= 100'-0"
= 110'-7 7/8"
= 19'-1 1/8"
= 119'-9"
1'-6
3/4
"
9'-1
1/8
"9'
-1 1
/8"
TOP OF DECK = 121'-3 3/4"
1'-6
3/4
"
TOP OF PLATE= 130'-4 7/8"
9'-1
1/8
"
TOP OF DECK = 131'-11 5/8"
1'-6
3/4
"
TOP OF PLATE= 141'-0 3/4"
9'-1
1/8
"
TOP OF PARAPET= 147'-0 3/4"
4'-0
"
TOP OF PLATE= 143'-0 3/4"
2'-0
"
TOP OF PLATE
TOP OF DECK
TOP OF PLATE
TOP OF CONC. - F.F.RELATIVE DATUM
= 100'-0"
= 110'-7 7/8"
= 19'-1 1/8"
= 119'-9"
1'-6
3/4
"
9'-1
1/8
"9'
-1 1
/8"
TOP OF DECK = 121'-3 3/4"
1'-6
3/4
"
TOP OF PLATE= 130'-4 7/8"
9'-1
1/8
"
TOP OF DECK = 131'-11 5/8"
1'-6
3/4
"
TOP OF PLATE= 141'-0 3/4"
9'-1
1/8
"
TOP OF PARAPET= 147'-0 3/4"
4'-0
"
TOP OF PLATE= 143'-0 3/4"
2'-0
"
133 756 1712 14822 1123 1323143117183 1417 11117 7
TOP OF ROOF= 155'-0 3/4"
TOP OF ROOF= 147'-0 3/4"
8'-0
"
8'-0
"
TOP OF PLATE
TOP OF DECK
TOP OF PLATE
TOP OF CONC. - F.F.RELATIVE DATUM= 100'-0"
= 110'-7 7/8"
= 19'-1 1/8"
= 119'-9"
1'-6
3/4
"
9'-1
1/8
"9'
-1 1
/8"
TOP OF DECK = 121'-3 3/4"
1'-6
3/4
"
TOP OF PLATE= 130'-4 7/8"
9'-1
1/8
"
TOP OF DECK = 131'-11 5/8"
1'-6
3/4
"
TOP OF PLATE= 141'-0 3/4"
9'-1
1/8
"
TOP OF PARAPET= 147'-0 3/4"
4'-0
"
TOP OF PLATE= 143'-0 3/4"
2'-0
"
TOP OF PLATE
TOP OF DECK
TOP OF PLATE
TOP OF CONC. - F.F.RELATIVE DATUM
= 100'-0"
= 110'-7 7/8"
= 19'-1 1/8"
= 119'-9"
1'-6
3/4
"
9'-1
1/8
"9'
-1 1
/8"
TOP OF DECK = 121'-3 3/4"
1'-6
3/4
"
TOP OF PLATE= 130'-4 7/8"
9'-1
1/8
"
TOP OF DECK = 131'-11 5/8"
1'-6
3/4
"
TOP OF PLATE= 141'-0 3/4"
9'-1
1/8
"
TOP OF PARAPET= 147'-0 3/4"
4'-0
"
TOP OF PLATE= 143'-0 3/4"
2'-0
"
2217 1714 12 148 231811 7117 3 7 311711 1323 5 637 1436
TOP OF ROOF= 155'-0 3/4"
TOP OF ROOF= 155'-0 3/4"
8'-0
"
8'-0
"
Issue Set:
Drawing No.
Project ID
15305
HENSLEY LAMKIN RACHEL, INC.
DALLAS ● HOUSTON ● SEATTLE
WWW.HLRINC.NET
PH: 972.726.9400
DOCUMENTS AS INSTRUMENTS OF SERVICE AREGIVEN IN CONFIDENCE AND REMAIN THE
PROPERTY OF HENSLEY LAMKIN RACHEL, INC.THIS DOCUMENT AND THE INFORMATION
CONTAINED HEREIN MAY NOT BE DUPLICATED,USED, OR DISCLOSED WITHOUT WRITTEN
CONSENT OF HENSLEY LAMKIN RACHEL, INC.
C 2016 HENSLEY LAMKIN RACHEL, INC.
Revisions
Project Title:
ROBERT W. LAMKIN, AIATX LICENSE NO. 12495
PRELIMINARY DRAWING
NOT FOR CONSTRUCTIONNOT FOR GOVERNMENTAL REVIEW
02.08.16
THERIVERWALK
FLOWER MOUNDTEXAS
03.02.16 - City Comments
04.26.16 - City Comments
A5.1
BUILDING 5
ELEVATIONS
SCALE:01 1ST AVENUE ELEVATION (NORTH)
3/32" = 1'-0" BLDG #5
STUCCO FINISH SYSTEM
BRICK VENEER SYSTEM
STONE FINISH SYSTEM
FIBER CEMENT PANEL SYSTEM
VINYL WINDOW SYSTEM
GARAGE DOOR
EXT. DOOR SYSTEM
STOREFRONT SYSTEM
CANOPY SYSTEM W/ METAL
ROOF
COMPOSITE SHINGLE ROOF
SYSTEM
SCUPPER AND DOWNSPOUT
SYSTEM
FLAT ROOF SYSTEM
PARAPET WALL METAL
FLASHING CAP
GUTTER AND DOWNSPOUT
SYSTEM
BRICK ROWLOCK
BRICK SOLDIER
STUCCO FOAM TRIM
CAST STONE
SIGNAGE
STEEL COLUMN
FASCIA BOARD
BALCONY SYSTEM
TUBE STEEL RAILING SYSTEM OPEN ROOF TRELLIS
WOOD SCREEN GATE
SLAT SCREEN
MATERIAL ELEVATION LEGEND
STEEL LINTEL
SCALE:02 SOUTH BROADWAY AVENUE ELEVATION (EAST)
3/32" = 1'-0" BLDG #5
MATERIAL LEGEND - BLDGS 4 & 5
ACME BRICK - VILLAGE
ACME BRICK - HENSLEY GRAY
PAINT - ACCESSIBLE BEIGE
(SW7036)
PAINT - TONY TAUPE (SW7038)
STEEL - IRON ORE (SW7069)
NOTES:
1. ANY EXTERNAL ELECTRICAL PANELS WILL BEPAINTED/TEXTURED TO MATCH THE MATERIAL ANDCOLOR OF THE BUILDING.
2. REFER TO SHEET A8 FOR MATERIAL CALCULATIONS.
TOP OF PLATE
TOP OF DECK
TOP OF PLATE
TOP OF CONC. - F.F.RELATIVE DATUM
= 100'-0"
= 110'-7 7/8"
= 19'-1 1/8"
= 119'-9"
1'-6
3/4
"
9'-1
1/8
"9'
-1 1
/8"
TOP OF DECK = 121'-3 3/4"
1'-6
3/4
"
TOP OF PLATE= 130'-4 7/8"
9'-1
1/8
"
TOP OF DECK = 131'-11 5/8"
1'-6
3/4
"
TOP OF PLATE= 141'-0 3/4"
9'-1
1/8
"
TOP OF PARAPET= 147'-0 3/4"
4'-0
"
TOP OF PLATE= 143'-0 3/4"
2'-0
"
TOP OF PLATE
TOP OF DECK
TOP OF PLATE
TOP OF CONC. - F.F.RELATIVE DATUM= 100'-0"
= 110'-7 7/8"
= 19'-1 1/8"
= 119'-9"
1'-6
3/4
"
9'-1
1/8
"9'
-1 1
/8"
TOP OF DECK = 121'-3 3/4"
1'-6
3/4
"
TOP OF PLATE= 130'-4 7/8"
9'-1
1/8
"
TOP OF DECK = 131'-11 5/8"
1'-6
3/4
"
TOP OF PLATE= 141'-0 3/4"
9'-1
1/8
"
7122 233 312 1818 17 865 3222363 10 1 1717 3
TOP OF ROOF= 155'-0 3/4"
TOP OF ROOF= 155'-0 3/4"
8'-0
"
14'-0
"
26
VEHICULAR BLOCKINTERIOR BLOCK
TOP OF PLATE
TOP OF DECK
TOP OF PLATE
TOP OF CONC. - F.F.RELATIVE DATUM
= 100'-0"
= 110'-7 7/8"
= 19'-1 1/8"
= 119'-9"
1'-6
3/4
"
9'-1
1/8
"9'
-1 1
/8"
TOP OF DECK = 121'-3 3/4"
1'-6
3/4
"
TOP OF PLATE= 130'-4 7/8"
9'-1
1/8
"
TOP OF DECK = 131'-11 5/8"
1'-6
3/4
"
TOP OF PLATE= 141'-0 3/4"
9'-1
1/8
"
TOP OF PLATE
TOP OF DECK
TOP OF PLATE
TOP OF CONC. - F.F.RELATIVE DATUM= 100'-0"
= 110'-7 7/8"
= 19'-1 1/8"
= 119'-9"
1'-6
3/4
"
9'-1
1/8
"9'
-1 1
/8"
TOP OF DECK = 121'-3 3/4"
1'-6
3/4
"
TOP OF PLATE= 130'-4 7/8"
9'-1
1/8
"
TOP OF DECK = 131'-11 5/8"
1'-6
3/4
"
TOP OF PLATE= 141'-0 3/4"
9'-1
1/8
"
TOP OF PARAPET= 147'-0 3/4"
4'-0
"
TOP OF PLATE= 143'-0 3/4"
2'-0
"
1 17177 1323 1 7 10363 17 18 38 12 225
TOP OF ROOF= 155'-0 3/4"
8'-0
"
TOP OF ROOF= 155'-0 3/4"
14'-0
"
INTERIOR BLOCKVEHICULAR BLOCK
Issue Set:
Drawing No.
Project ID
15305
HENSLEY LAMKIN RACHEL, INC.
DALLAS ● HOUSTON ● SEATTLE
WWW.HLRINC.NET
PH: 972.726.9400
DOCUMENTS AS INSTRUMENTS OF SERVICE AREGIVEN IN CONFIDENCE AND REMAIN THE
PROPERTY OF HENSLEY LAMKIN RACHEL, INC.THIS DOCUMENT AND THE INFORMATION
CONTAINED HEREIN MAY NOT BE DUPLICATED,USED, OR DISCLOSED WITHOUT WRITTEN
CONSENT OF HENSLEY LAMKIN RACHEL, INC.
C 2016 HENSLEY LAMKIN RACHEL, INC.
Revisions
Project Title:
ROBERT W. LAMKIN, AIATX LICENSE NO. 12495
PRELIMINARY DRAWING
NOT FOR CONSTRUCTIONNOT FOR GOVERNMENTAL REVIEW
02.08.16
THERIVERWALK
FLOWER MOUNDTEXAS
03.02.16 - City Comments
04.26.16 - City Comments
A5.2
BUILDING 5
ELEVATIONS
SCALE:01 SIDE / INTERIOR LOT ELEVATION (SOUTH)
3/32" = 1'-0" BLDG #5
SCALE:02 SIDE / INTERIOR LOT ELEVATION (WEST)
3/32" = 1'-0" BLDG #5
MATERIAL LEGEND - BLDGS 4 & 5
ACME BRICK - VILLAGE
ACME BRICK - HENSLEY GRAY
PAINT - ACCESSIBLE BEIGE
(SW7036)
PAINT - TONY TAUPE (SW7038)
STEEL - IRON ORE (SW7069)
NOTES:
1. ANY EXTERNAL ELECTRICAL PANELS WILL BEPAINTED/TEXTURED TO MATCH THE MATERIAL ANDCOLOR OF THE BUILDING.
2. REFER TO SHEET A8 FOR MATERIAL CALCULATIONS.
STUCCO FINISH SYSTEM
BRICK VENEER SYSTEM
STONE FINISH SYSTEM
FIBER CEMENT PANEL SYSTEM
VINYL WINDOW SYSTEM
GARAGE DOOR
EXT. DOOR SYSTEM
STOREFRONT SYSTEM
CANOPY SYSTEM W/ METAL
ROOF
COMPOSITE SHINGLE ROOF
SYSTEM
SCUPPER AND DOWNSPOUT
SYSTEM
FLAT ROOF SYSTEM
PARAPET WALL METAL
FLASHING CAP
GUTTER AND DOWNSPOUT
SYSTEM
BRICK ROWLOCK
BRICK SOLDIER
STUCCO FOAM TRIM
CAST STONE
SIGNAGE
STEEL COLUMN
FASCIA BOARD
BALCONY SYSTEM
TUBE STEEL RAILING SYSTEM OPEN ROOF TRELLIS
WOOD SCREEN GATE
SLAT SCREEN
MATERIAL ELEVATION LEGEND
STEEL LINTEL
TOP OF PLATE
TOP OF DECK
TOP OF PLATE
TOP OF CONC. - F.F.RELATIVE DATUM= 100'-0"
= 110'-7 7/8"
= 109'-1 1/8"
= 119'-9"
1'-6
3/4
"
9'-1
1/8
"9'
-1 1
/8"
TOP OF DECK
TOP OF PLATE
= 121'-3 3/4"
= 130'-4 7/8"
1'-6
3/4
"
9'-1
1/8
"
1 1722 3 17101217 1818
TOP OF PLATE
TOP OF DECK
TOP OF PLATE
TOP OF CONC. - F.F.RELATIVE DATUM
= 100'-0"
= 110'-7 7/8"
= 109'-1 1/8"
= 119'-9"
9'-1
1/8
"9'
-1 1
/8"
TOP OF DECK
TOP OF PLATE
= 121'-3 3/4"
= 130'-4 7/8"
9'-1
1/8
"
1'-6
3/4
"1'
-6 3
/4"
TOP OF ROOF= 145'-10 7/8"
TOP OF ROOF= 145'-10 7/8"
15'-6
"
15'-6
"
TOP OF PLATE
TOP OF DECK
TOP OF PLATE
TOP OF CONC. - F.F.RELATIVE DATUM= 100'-0"
= 110'-7 7/8"
= 109'-1 1/8"
= 119'-9"
1'-6
3/4
"
9'-1
1/8
"9'
-1 1
/8"
TOP OF DECK
TOP OF PLATE
= 121'-3 3/4"
= 130'-4 7/8"
1'-6
3/4
"
9'-1
1/8
"
7 1222 1823 111 3
TOP OF PLATE
TOP OF DECK
TOP OF PLATE
TOP OF CONC. - F.F.RELATIVE DATUM
= 100'-0"
= 110'-7 7/8"
= 109'-1 1/8"
= 119'-9"
9'-1
1/8
"9'
-1 1
/8"
TOP OF DECK
TOP OF PLATE
= 121'-3 3/4"
= 130'-4 7/8"
9'-1
1/8
"
1'-6
3/4
"1'
-6 3
/4"
TOP OF ROOF= 145'-10 7/8"
TOP OF ROOF= 145'-10 7/8"
15'-6
"
15'-6
"
TOP OF PLATE
TOP OF DECK
TOP OF PLATE
TOP OF CONC. - F.F.RELATIVE DATUM= 100'-0"
= 110'-7 7/8"
= 109'-1 1/8"
= 119'-9"
1'-6
3/4
"
9'-1
1/8
"9'
-1 1
/8"
TOP OF DECK
TOP OF PLATE
= 121'-3 3/4"
= 130'-4 7/8"
1'-6
3/4
"
9'-1
1/8
"
11 83 7 51 1217 82211
TOP OF PLATE
TOP OF DECK
TOP OF PLATE
TOP OF CONC. - F.F.RELATIVE DATUM
= 100'-0"
= 110'-7 7/8"
= 109'-1 1/8"
= 119'-9"
1'-6
3/4
"
9'-1
1/8
"9'
-1 1
/8"
TOP OF DECK
TOP OF PLATE
= 121'-3 3/4"
= 130'-4 7/8"
1'-6
3/4
"
9'-1
1/8
"
TOP OF ROOF= 145'-10 7/8"
TOP OF ROOF= 145'-10 7/8"
15'-6
"
15'-6
"
TOP OF PLATE
TOP OF DECK
TOP OF PLATE
TOP OF CONC. - F.F.RELATIVE DATUM= 100'-0"
= 110'-7 7/8"
= 109'-1 1/8"
= 119'-9"
1'-6
3/4
"
9'-1
1/8
"9'
-1 1
/8"
TOP OF DECK
TOP OF PLATE
= 121'-3 3/4"
= 130'-4 7/8"
1'-6
3/4
"
9'-1
1/8
"
712 221 23 317 183
TOP OF PLATE
TOP OF DECK
TOP OF PLATE
TOP OF CONC. - F.F.RELATIVE DATUM
= 100'-0"
= 110'-7 7/8"
= 109'-1 1/8"
= 119'-9"
9'-1
1/8
"9'
-1 1
/8"
TOP OF DECK
TOP OF PLATE
= 121'-3 3/4"
= 130'-4 7/8"
9'-1
1/8
"
1'-6
3/4
"1'
-6 3
/4"
TOP OF ROOF= 145'-10 7/8"
TOP OF ROOF= 145'-10 7/8"
15'-6
"
15'-6
"
CL
8'-9" 8'-9"
17'-6"
7'-6
" MIN
.
124
CL
VARIES
VARIES
7'-6
" MIN
.
9'-0" 9'-0" 3"3"
CL
TOP OF CONC. - F.F.RELATIVE DATUM= 100'-0"
CL CL
PRE-FINISHED METALROOF SYSTEM ON STEEL
PURLINS
CANTILEVER PAINTED STEEL FRAMECARPORT STRUCTURE
PROVIDE SINGLE CENTER TUBESTEEL COLUMN AT 18'-0" O.C. MAX.
Issue Set:
Drawing No.
Project ID
15305
HENSLEY LAMKIN RACHEL, INC.
DALLAS ● HOUSTON ● SEATTLE
WWW.HLRINC.NET
PH: 972.726.9400
DOCUMENTS AS INSTRUMENTS OF SERVICE AREGIVEN IN CONFIDENCE AND REMAIN THE
PROPERTY OF HENSLEY LAMKIN RACHEL, INC.THIS DOCUMENT AND THE INFORMATION
CONTAINED HEREIN MAY NOT BE DUPLICATED,USED, OR DISCLOSED WITHOUT WRITTEN
CONSENT OF HENSLEY LAMKIN RACHEL, INC.
C 2016 HENSLEY LAMKIN RACHEL, INC.
Revisions
Project Title:
ROBERT W. LAMKIN, AIATX LICENSE NO. 12495
PRELIMINARY DRAWING
NOT FOR CONSTRUCTIONNOT FOR GOVERNMENTAL REVIEW
02.08.16
THERIVERWALK
FLOWER MOUNDTEXAS
03.02.16 - City Comments
04.26.16 - City Comments
A6
BUILDING 6 & CARPORT
ELEVATIONS
STUCCO FINISH SYSTEM
BRICK VENEER SYSTEM
STONE FINISH SYSTEM
FIBER CEMENT PANEL SYSTEM
BALCONY SYSTEM
TUBE STEEL RAILING SYSTEM
VINYL WINDOW SYSTEM
GARAGE DOOR
EXT. DOOR SYSTEM
STOREFRONT SYSTEM
CANOPY SYSTEM W/ METAL
ROOF
COMPOSITE SHINGLE ROOF
SYSTEM
SCUPPER AND DOWNSPOUT
SYSTEM
FLAT ROOF SYSTEM
PARAPET WALL METAL
FLASHING CAP
GUTTER AND DOWNSPOUT
SYSTEM
BRICK ROWLOCK
BRICK SOLDIER
STUCCO FOAM TRIM
CAST STONE
SIGNAGE
STEEL COLUMN
FASCIA BOARD
OPEN ROOF TRELLIS
WOOD SCREEN GATE
SLAT SCREEN
STEEL LINTEL
MATERIAL ELEVATION
LEGEND
SCALE:01 1ST AVENUE ELEVATION (NORTH)
3/32" = 1'-0" BLDG #6
SCALE:02 SIDE ELEVATION (WEST)
3/32" = 1'-0" BLDG #6
SCALE:04 INTERIOR LOT ELEVATION (SOUTH)
3/32" = 1'-0" BLDG #6
SCALE:03 SIDE ELEVATION (EAST)
3/32" = 1'-0" BLDG #6
MATERIAL LEGEND - BLDGS 3 & 6
ACME BRICK - SHENANDOAH
ACME BRICK - CASTLE MIST
PAINT - WORLDLY GRAY
(SW7043)
PAINT - INTELLECTUAL GRAY
(SW7045)
STEEL - IRON ORE (SW7069)
NOTES:
1. ANY EXTERNAL ELECTRICAL PANELS WILL BEPAINTED/TEXTURED TO MATCH THE MATERIAL ANDCOLOR OF THE BUILDING.
2. REFER TO SHEET A8 FOR MATERIAL CALCULATIONS.
SCALE:05 TYPICAL CARPORT ELEVATIONS
3/32" = 1'-0"
TOP OF PLATE
TOP OF DECK
TOP OF PLATE
TOP OF CONC. - F.F.RELATIVE DATUM= 100'-0"
= 113'-7 7/8"
= 112'-1 1/8"
= 122'-9"
1'-6
3/4
"
9'-1
1/8
"12
'-1 1
/8"
TOP OF DECK
TOP OF PLATE
= 124'-3 3/4"
= 133'-4 7/8"
1'-6
3/4
"
9'-1
1/8
"
TOP OF PLATE
TOP OF DECK
TOP OF PLATE
TOP OF CONC. - F.F.RELATIVE DATUM
= 100'-0"
= 113'-7 7/8"
= 112'-1 1/8"
= 122'-9"
9'-1
1/8
"12
'-1 1
/8"
TOP OF DECK
TOP OF PLATE
= 124'-3 3/4"
= 133'-4 7/8"
9'-1
1/8
"
1'-6
3/4
"1'
-6 3
/4"
TOP OF ROOF= 144'-4 7/8"
TOP OF ROOF= 144'-4 7/8"
14'-0
"
14'-0
"
15 678 9 11 1820
7 181514
TOP OF PLATE
TOP OF DECK
TOP OF PLATE
TOP OF CONC. - F.F.RELATIVE DATUM= 100'-0"
= 113'-7 7/8"
= 112'-1 1/8"
= 122'-9"
1'-6
3/4
"
9'-1
1/8
"12
'-1 1
/8"
TOP OF DECK
TOP OF PLATE
= 124'-3 3/4"
= 133'-4 7/8"
1'-6
3/4
"
9'-1
1/8
"
TOP OF PLATE
TOP OF DECK
TOP OF PLATE
TOP OF CONC. - F.F.RELATIVE DATUM
= 100'-0"
= 113'-7 7/8"
= 112'-1 1/8"
= 122'-9"
9'-1
1/8
"12
'-1 1
/8"
TOP OF DECK
TOP OF PLATE
= 124'-3 3/4"
= 133'-4 7/8"
9'-1
1/8
"
1'-6
3/4
"1'
-6 3
/4"
TOP OF ROOF= 144'-4 7/8"
TOP OF ROOF= 144'-4 7/8"
3'-0
"
3'-0
"
TOP OF PARAPET= 136'-4 7/8"
TOP OF PARAPET= 136'-4 7/8"
TOP OF PARAPET= 139'-4 7/8"
TOP OF PARAPET= 139'-4 7/8"
3'-0
"8'
-0"
3'-0
"8'
-0"
1 117 8 18 17 1914 314 9 21 6 511 3
7 181514
TOP OF PLATE
TOP OF DECK
TOP OF PLATE
TOP OF CONC. - F.F.RELATIVE DATUM= 100'-0"
= 113'-7 7/8"
= 112'-1 1/8"
= 122'-9"
1'-6
3/4
"
9'-1
1/8
"12
'-1 1
/8"
TOP OF DECK
TOP OF PLATE
= 124'-3 3/4"
= 133'-4 7/8"
1'-6
3/4
"
9'-1
1/8
"
TOP OF PLATE
TOP OF DECK
TOP OF PLATE
TOP OF CONC. - F.F.RELATIVE DATUM
= 100'-0"
= 113'-7 7/8"
= 112'-1 1/8"
= 122'-9"
9'-1
1/8
"12
'-1 1
/8"
TOP OF DECK
TOP OF PLATE
= 124'-3 3/4"
= 133'-4 7/8"
9'-1
1/8
"
1'-6
3/4
"1'
-6 3
/4"
TOP OF ROOF= 144'-4 7/8"
3'-0
"
14'-0
"
TOP OF PARAPET= 136'-4 7/8"
TOP OF PARAPET= 139'-4 7/8"
3'-0
"
1 1173 6141420 26
TOP OF PLATE
TOP OF DECK
TOP OF PLATE
TOP OF CONC. - F.F.RELATIVE DATUM
= 100'-0"
= 113'-7 7/8"
= 112'-1 1/8"
= 122'-9"
9'-1
1/8
"12
'-1 1
/8"
TOP OF DECK
TOP OF PLATE
= 124'-3 3/4"
= 133'-4 7/8"
9'-1
1/8
"
1'-6
3/4
"1'
-6 3
/4"
3'-0
"
TOP OF PARAPET= 136'-4 7/8"
TOP OF PARAPET = 139'-4 7/8"
3'-0
"
111 7 36 14 14 192614
TOP OF CONC. - F.F.RELATIVE DATUM= 100'-0"
8'-0
"
TOP OF PLATE= 108'-0"
TOP OF COLUMN= 110'-0"
2'-0
"
21 124 25
TOP OF CONC. - F.F.RELATIVE DATUM= 100'-0"
8'-0
"
TOP OF PLATE= 108'-0"
TOP OF COLUMN= 110'-0"
2'-0
"
19 1 2124
TOP OF CONC. - F.F.RELATIVE DATUM= 100'-0"
8'-0
"
TOP OF PLATE= 108'-0"
TOP OF COLUMN= 110'-0"
2'-0
"
19 1 2124
TOP OF CONC. - F.F.RELATIVE DATUM= 100'-0"
8'-0
"
TOP OF PLATE= 108'-0"
TOP OF COLUMN= 110'-0"
2'-0
"
21 19124
Issue Set:
Drawing No.
Project ID
15305
HENSLEY LAMKIN RACHEL, INC.
DALLAS ● HOUSTON ● SEATTLE
WWW.HLRINC.NET
PH: 972.726.9400
DOCUMENTS AS INSTRUMENTS OF SERVICE AREGIVEN IN CONFIDENCE AND REMAIN THE
PROPERTY OF HENSLEY LAMKIN RACHEL, INC.THIS DOCUMENT AND THE INFORMATION
CONTAINED HEREIN MAY NOT BE DUPLICATED,USED, OR DISCLOSED WITHOUT WRITTEN
CONSENT OF HENSLEY LAMKIN RACHEL, INC.
C 2016 HENSLEY LAMKIN RACHEL, INC.
Revisions
Project Title:
ROBERT W. LAMKIN, AIATX LICENSE NO. 12495
PRELIMINARY DRAWING
NOT FOR CONSTRUCTIONNOT FOR GOVERNMENTAL REVIEW
02.08.16
THERIVERWALK
FLOWER MOUNDTEXAS
03.02.16 - City Comments
04.26.16 - City Comments
A7
BUILDING 7 & TRASH
ENCLOSURE ELEVATIONS
STUCCO FINISH SYSTEM
BRICK VENEER SYSTEM
STONE FINISH SYSTEM
FIBER CEMENT PANEL SYSTEM
BALCONY SYSTEM
TUBE STEEL RAILING SYSTEM
VINYL WINDOW SYSTEM
GARAGE DOOR
EXT. DOOR SYSTEM
STOREFRONT SYSTEM
CANOPY SYSTEM W/ METAL
ROOF
COMPOSITE SHINGLE ROOF
SYSTEM
SCUPPER AND DOWNSPOUT
SYSTEM
FLAT ROOF SYSTEM
PARAPET WALL METAL
FLASHING CAP
GUTTER AND DOWNSPOUT
SYSTEM
BRICK ROWLOCK
BRICK SOLDIER
STUCCO FOAM TRIM
CAST STONE
SIGNAGE
STEEL COLUMN
FASCIA BOARD
OPEN ROOF TRELLIS
WOOD SCREEN GATE
SLAT SCREEN
STEEL LINTEL
MATERIAL ELEVATION
LEGEND
SCALE:01 INTERIOR LOT ENTRY ELEVATION (WEST)
3/32" = 1'-0" BLDG #7
SCALE:02 INTERIOR LOT SIDE ELEVATION (SOUTH)
3/32" = 1'-0" BLDG #7
SCALE:04 INTERIOR LOT POOL ELEVATION (EAST)
3/32" = 1'-0" BLDG #7
SCALE:03 INTERIOR LOT SIDE ELEVATION (NORTH)
3/32" = 1'-0" BLDG #7
SCALE:05 TRASH ENCLOSURE GATE ELEVATION
3/32" = 1'-0" TRASH ENCLOSURE
SCALE:06 TRASH ENCLOSURE BACK ELEVATION
3/32" = 1'-0" TRASH ENCLOSURESCALE:07 TRASH ENCLOSURE SIDE ELEVATION
3/32" = 1'-0" TRASH ENCLOSURESCALE:08 TRASH ENCLOSURE SIDE ELEVATION
3/32" = 1'-0" TRASH ENCLOSURE
MATERIAL LEGEND - BLDG 7
ACME BRICK - CHILTON CREEK
CAST STONE - BUFF COLOR
PAINT - DOVETAIL (SW7018)
PAINT - POPULAR GRAY
(SW6071)
STEEL - IRON ORE (SW7069)
PAINT - PERFECT GREIGE
(SW6073)
NOTES:
1. ANY EXTERNAL ELECTRICAL PANELS WILL BEPAINTED/TEXTURED TO MATCH THE MATERIAL ANDCOLOR OF THE BUILDING.
2. REFER TO SHEET A8 FOR MATERIAL CALCULATIONS.