construction documents
DESCRIPTION
set of construction documents with details. Irrigation, water feater, deck, fountain, paving, fence and moreTRANSCRIPT
ECO CAFE
NAME: CAL POLY POMONA LA332COMPANY NAME: MORDECHAY BUSKILAPHONE #: 818 288 8060FAX # : 818 788 8729 [email protected]
FEED YOUR BODY AND YOUR MIND
EC
O C
AF
E
SCALE: 1/8"=1'
DATE:Feb / 25 / 2011
DRAWING TITLE:
Plants Installation Plan
DRAWING NO.
DRAWN BY: Mordechay Buskila
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NOTES FOR CONTRACTOR:1.FOR GRADING PLANS PLEASE CONTACT LA OFFICE (IF REQUIRED)2.ALL MATERIALS SPECIFY IN PLANS MUST BE USED. IN CASE OF ANY CHANGECONTRACTOR MUST CONTACT LA FOR APPROVAL.3.ALL PERMITS REQUIREMENTS FOR DECK, OVERHEAD TRELLIS AND WALLS ARE CONTRACTORS RESPONSIBILITY. PLEASE CONTACT LA 48 HOURS BEFORE INSPECTION SCHEDULE DATE4. INSTALLATION OF PAVERS, GATE, DECK AND OVERHEAD TRELLIS SHALL BE APPROVED BY LA 48 HOURS IN ADVANCE5. CONTRACTOR IS RESPONSIBLE FOR ANY UTILITY LINES CHANGE OR DAMAGE.6. ALL FRAMING MATERIAL FOR DECK SHOULD BE 4"X8" DOUGLAS FIR TREATED BEAMS.7.ALL JOISTS MUST BE 2"x6" CONNECTED WITH BRACKETS SPECIFIED IN PLAN OR BETTER (APPROVED BY LA)8. ALL SCREWS AND BOLTS MUST BE GALVANIZED.9. ALL BOLTS FOR POSTS. HANDRAILS OVERHEAD TRELLIS MUST BE 5/8" GALVANIZED WITH NUTS AND WASHERS.MATERIALS:DESCRIPTIONPortland cement concrete shall be composed of cementitious material, fineaggregate,coarse aggregate, admixtures if used, and water, proportioned and mixedas specified in these specifications.The Contractor shall determine the mix proportions for concrete in conformance withthese specifications. Unless otherwise specified, cementitious material shall be acombination of cement and mineral admixture. Cement material shall be either:1. "Type IP (MS) Modified" cement; or2. A combination of "Type II Modified" Portlandcement and mineral admixture; or3. A combination of Type V Portland cement andmineral admixture.CEMENTUnless otherwise specified, cement shall be either "Type IP (MS)
2133 GARVEY AVENUEMONTEREY PARK, CA 91754
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VAULT DRAIN
RE _____
RE _____
RE _____
RE _____
RE _____
RE _____
ProposedDetentionPond
FFE 765.3
DECK
PATIO
RAMP
RAMP
764
765
767
768
767
766
765
767
766
765
764
765
766
768
768
767
766
766
767
768
765
765
766
767
767
766
HH
H
RETAINING WALL
764
LP 764.2
LP 763.9
BIO SWALE
765.26 765.26
764.76 764.76
765.26
765.26
765.26
765.26
767.26
767.16
765.14
767.0
765.26
765.26764.94
IE _____765.07
764.32
IE _____765.07
764.19766.95
IE _____766.2764.75
IE _____764.0
764.7IE _____763.7
764.9
BCTC767.66
767.16BCTC767.66
767.3766.8BC
TC
766.9HP
767.3766.8BC
TC
766.28766.28
765.96
765.76
766.3
765.7
765.8
765.7
766.1
766.5
764.0
763.5
765.0
IE _____
763.0
767.0TCBC
766.2TCBC
TCBC
766.3
767.0BCTC767.5
767.0BCTC767.5
TCBC
766.8
764.0763.0762.0
761.0
767.37
765.1
766.0
766.0
767.0 766.0
766.
0
767.
0
768.
0
FS765.0
764.88
765.12764.94
HP767.0
760.5LP
765.0
762.0
763.0
764.0
765.0
766.0
767.0
TS
BSTS
BS
766.4766.37
765.94
766.67
766.57
766.65
6"63'3%
6"66'0.7%
6"35'0.5%
6"25'0.5%
6"46'0.6%
6"67'1%
0.3%
3%
1.7%
2%
Xref F:\My Documents\MLA\library\acad\title 24X36.dwg
NORTH
0 feet40
1" = 20'
20 60
1" = 20'
PRO
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31 C
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201
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FFE 768.8
DECK
PATIO
765
766
7
6
7
767
H
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768
768.8
768
768
769
769.3
768.3
768.66
LP 768.51
768.76
768.76
766.5
768.75
767.5
768.75
768.75
766.5
768.75
767.5
763.3
768.75
7'-6"7'-6" 7'-0"
7'-0"
2' O
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10' LONG 4"x8" DOUGLAS FIR BEAMSWITH SUPPORT POST TO FOOTING 5' OC
2"X6" DECKING 1/4" SPACE5' LONG ALTERNATE 10' LONG
2"x6" DECKING 5' LONG2"X6" DECKING 10' LONG
JOIST 2"X6" DOUGLAS FIR24" OC
25'
10'
15'
7'-6"
5'-2"
4" LE
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B
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5'
14'
39'
11' 18'
59'-4"
60'
ECO
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SCALE: 1/8"=1' AND 1/16"=1'
DATE:MARCH / 15 / 2011
DRAWING TITLE:
CAFE STAKING PLAN
DRAWING NO.
L-1
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DECK
SCALE: 1/16"=1'
OVERHEAD TRELLIS
SCALE: 1/16"=1'
PATIO AREA
SCALE: 1/16"=1'
B
B
L-6
L-2, 3, 4
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14'
39'
11' 18'
ANCHOR POINT
20'
20'-0
7
16
"
8'-8"
8'-8"
4" DRAINAGE INLETSEE GRADING PLAN SPECS
4'-1
0"
7'-6
1 2
"3
'-1
0"
7'-6
1/2
"
59'-4"
60'
6'
2'
2'-3"
40'
18'
3'
11'
8"
Finished grade
Stone cap 2"tx12"w
Flagstone veneerfinish8"x8"x16" CMU- Fillwith concrete
Alternate bends
#3 Vertical/HorizontalRebar 16"OC
Flagstone facing, mortaredvertically with cement
6'
1'
1'-8"
1'
concrete Footingover compacted soil
14'14' 30'
8"
2'-8"
6'
Beveled concretecap 5" "t x18"w
16"x16""x16" CMU- Fill with concrete
#4 Vertical rebar
Bricks facing, mortared vertically with cement
Finished grade
3'
1'
Alternate bends
6'
2' 2"
concrete Footing aggregate overcompacted soil
2'-3"
8"
8"
2'-0"
Alternatebends
1'
1'-8"
1'
3'
14"
AggregatedCOMPACTEDSOIL
PRECAST CONCRETE CAP 2"X12"
LIMESTONE FLAGSTONECUT VENEER FINISHMORTARED
FINISHED SURFACE
8"x6"x12" BLOCK POURD WITH CONCRETE
12"
10" Base
8"
6'
2"
8"
PRE-CAST CONCRETE CAP2"Tx12"W
8"x8"x16" CMU- Fill with concrete
#3 Vertical/Horizontal Rebar 16"OC connected
with metal wire
Rebar re-enforcing wall with the pilaster.
FINISHED GRADE
FLAGSTONEVENEER FINISH
EXTEND HORIZONTAL REBAR THROUGH
PILASTER CMU BLOCKS
#4 VERTICALREBAR
#3 VERTICALREBAR BETWEENEVERY OTHERCMU LAYER
24"
(2) 8"x8"x16" CMUBLOCKS, STAGGER
STACKING ORIENTATION
SCALE: 1/8"=1'
DATE:Feb / 25 / 2011
DRAWING TITLE:
CAFE AREA WALLS,
PILASTERS AND LIGHT
DRAWING NO.
L-2
DRAWN BY: Mordechay Buskila
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NORTH WALL VIEWSCALE 3/8"=1'
Rusty Solid BrassColumn Mount Lanternsee factory specs
EAST WALL VIEWSCALE 3/8"=1'
N
8"2"3"
SPACE
ROLOCK
SHINER
PREFERATED WALL DETAILSCALE 3/8"=1'
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L-27
L-26 PILASTER
SCALE 1/2"=1'
L-42
L-33
L-2
L-25
L-25
PREFERATED WALL 3-DNTS
L-2
1
L-2
5
L-2
6
L-26 SECTION OF PILASTER CONNECTED TO WALL
SCALE 1/2"=1'
L-28
L-21
L-27
L-28 VIEW WALL SECTION
SCALE 1/2"=1'
WALL SECTION SCALE 1/2"=1'
L-29
L-29
L-29
L-43
CAFE PATIO STAKINGSCALE 1/8"=1'
A
A-A
L-25 PILASTER TO WALLS CONNECTION
TOP SECTION SCALE 3/8"=1'
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2'-3"
8"
4' 7'-10 5/8" 7'-10 5/8" 7'-10 5/8"11'-7"
5'-8"
Bricks facing, mortared vertically with cement
Finished grade
.
3'-3"
8" x8" wood beveled cap 1"x6" Wood panels installed with5/16" stainless still screws attach to2"x4" channel rail, Laid in a semi see through layout
6" 1"
Smooth stucco finish
8"
1'
3'
10"
3"
Cafe Wall
Cafe Wall
PilasterGate
3'-3"
5'-5"
Iron welding supportfor decorative window
Iron frame 1.5"x1.5"
1'
1"x1/2" wide iron panelto screw 1"x6"wood panelsButt joint from two sides
18"
1'-9"
8"
8"
1/2" diam
1 1/4" diam
9/16" diam
3 1/4"
5/8" attach to post
5/8" attach to fram
e
1 1/4" diam
Threaded headfor 1/2" Bolt
1"
BottomVIEW
1"
Wood Cap DetailNTS
3-D TOP
1'-6
"
1'-4"
. Dado laid flat on edgefor 2"x4" wood channelrail
2"x4" wood
6'-1
1 2
"
AGGREGATE
COMPACTED SOIL
FINISHED GRADE
14'
39'
11' 18'
ANCHOR POINT
20'
20'-0
7
16
"
8'-8"
8'-8"
4" DRAINAGE INLETSEE GRADING PLAN SPECS
4'-10"
7'-6
1
2
"3'-10"
7'-61/2"
59'-4"
60'
Wall / Pilaster2"x4" wood
5" long 3/8" diamconcrete screws
SCALE: 1/8"=1'
DATE:Feb / 25 / 2011
DRAWING TITLE:
Plants Installation Plan
DRAWING NO.
L-3
DRAWN BY: Mordechay Buskila
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L-33 VIEW OF WOOD FENCE
SCALE 1/2"=1'
L-3
3 TOP VIEW OF WOOD FENCE SCALE 1/2"=1'
A CAFE PATIO STAKINGSCALE 3/32"=1'
L-31 FENCE POST DETAIL
SCALE 1/2"=1'L-31
L-32
L-34
L-31
L-34
L-35
L-35
L-36
L-36
GATE DETAIL SCALE 1/2"=1'
GATE HINGES DETAIL SCALE 6"=1'
FENCE TO WALL CONNECTION SCALE 1"=1'
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14'
39'
11' 18'
ANCHOR POINT
20'
20'-0
7
16
"
8'-8"
8'-8"
4" DRAINAGE INLETSEE GRADING PLAN SPECS
4'-10"
7'-6
1 2
"3'-10"
7'-61/2"
8'-6 1/2"
2' 8"7'-6 1/2"
1'
8
"
4
"
2"
9
.
3
7
"
6
1
/
4
"
2.25"
ANGELUS PAVING STONE
2"
3.25"
4"
1 1/4"
1 1/4"
3"
14"
1'
1'
2'-11"
2"
4"4"
1' 16"
1'
3'
2"
6"
2"2"
16"
16"
20"
6"
1'
6"
EXPANSION JOINT
AGGREGATE OVERCOMPACTED SOIL
COMPACT SUBGRADESOILS 90% R.C
SWEPT OPEN JOINTED BRICK PAVEMENT
1 1/2" SAND OVERWATER PROOF MAMBRANE
4" AGGREGATE BASE
COMPACT SUBGRADESOILS
SWEPT OPEN JOINTED BRICK PAVEMENT
MORTARED PAVERS ON4" CONCRETE BASE
4" AGGREGATE BASE
1'
1'
HERRINGBONE
SCALE: VARIES
DATE:MARCH / 15 / 2011
DRAWING TITLE:
CAFE STAIRS, PAVERS
PATTERN, AND BASE SPECS
DRAWING NO.
L-4
DRAWN BY: Mordechay Buskila
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LOWER PATIO PAVERS & BRICK LAYOUTSCALE 1/2"=1'
UPPER PATIO PAVERS & BRICK LAYOUTSCALE 1/2"=1'
N
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L-4
2
L-43
L-43
L-4
2
L-4
1
L-4
1 STAIRS SECTIONSCALE 1"=1'
L-45
L-45 RIGID BASE SECTION
SCALE 1/2"=1'
L-46
L-46 SOFT BASE SECTION
SCALE 1/2"=1'
L-47
L-47 HANDRAIL DETAIL
SCALE 11/2"=1'
A
L-33
NTS2,3 L-4
CAFE PATIO STAKINGSCALE 1/4"=1'
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100'
7'-6"7'-6" 7'-0" 7'-0"
2' O
C
10' LONG 4"x8" DOUGLAS FIR BEAMSWITH SUPPORT POST TO FOOTING 5' OC
2"X6" DECKING 1/4" SPACE5' LONG ALTERNATE 10' LONG
2"x6" DECKING 5' LONG
2"X6" DECKING 10' LONGJOIST 2"X6" DOUGLAS FIR24" OC
25'
10'
15'
7'-6"
5'-2"
4" LE
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B
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5'
ANCHOR POINT
ANCHOR POINT
3'
METAL WIRE 4"OC VERTICAL
2"x6" TREXHANDRAIL CAP
4"x8" DOUGLAS FIR BEAM
METAL WIRE 4"OC VERTICAL
2"x6" TREXHANDRAIL CAP
10" DIAM
1'-6"
2 1/2"
POST SIZE ACCORDINGTO GRADING BETWEEN2'-3' PLEASE SEE GRADINGPLAN
AGGREGATE
`58" BOLTS INTO
2"x4" STUDS 32"OC
4"x8" LEDGER
FOR WALL DETAILSEE BUILDINGPLAN SPECS
2"x4" STUDSINSIDE WALL
5'
10'
2"x6" JOIST 24" OC
4"x8" DOUGLAS FIRTREATED BEAMS
2"x6" HANDRAIL CAP
4"x4" HANDRAIL POST ATTACHTO DECK BEAM W/BOLTS
58" BOLTS SEE SPECS
SEE POST TO BEAMCONNECTOR SPECS
AGGREGATE
SEE POST TO FOOTINGCONNECTOR SPECS
5'
35'
`58" BOLTS INTO
2"x4" STUDS 32"OC
4"x8" LEDGER
SCALE: VARIES
DATE:MARCH / 15 / 2011
DRAWING TITLE:
DECK SPECS
DRAWING NO.
L-5
DRAWN BY: Mordechay Buskila
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5
'
5
'
POST TO BEAM BRACKET4"x8" BEAM TO 4"x4" POST
10' LONG 4"x8" BEAM
CONCRETE TO POST BRACKETSEE SPECS FOR SIZES
4"x8" POST
2"x6" DECKING
2"x6" JOISTJOIST TO BEAM
CONNECTOR SEE SPECS 2"x6" HANDRAIL CAP
2"x4" STUD
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B
DECK AREA STAKINGSCALE 3/16"=1'
L-5
NORTH DECK SECTIONSCALE 1/4"=1'
AA
A-A
B
B
B-B EAST DECK SECTIONSCALE 3/8"=1'
DECK AND TRELLISSCREWS SPECS
4"x8" BEAM CORNER
TO POST BRACKET
4
"
4
"
5"
JOIST TO BEAM BRACKET 4"x8" BEAM TO POST BRACKET
DECK'S POST DETAIL SECTION SCALE 1"=1' DECK'S LEDGER BEAM DETAIL
SCALE 1 1/2"=1'
DECK'S HANDRAIL DETAILSCALE 3/4"=1'
DECK 3-D DETAIL NTS
L-51
1L-5
L-5
5
5
2-AL-5
2-AL-5 2-B
L-5
2-BL-5
2-CL-5
2-CL-5
3L-5
3L-5
2-CL-5
2-C POST TOL-5 CONCRETE BRACKET
L-5
L-5
1L-5
3-DL-5
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PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT
14'-10"
2'
4"
10-2 3/16"
2' O
C
5'
2"x4" DOUGLAS FIR8" OF CENTER
2-2"x8" BEAMS ATTACH TO4"x4" POST W/2- 5/8" BOLTS
4"x4" TREATED WOODPOST ATTACH TO DECKBEAM W/ 2-5/8" BOLTS
2"x6" JOISTCONNECTEDW/BRACKETS OVER2"x8" BEAM 24"OC
2'
ANCHOR POINT
24'-11 3/8"
10-2 3/16" 10'-2 3/16"
3'
10'
5' OC
METAL WIRE 4"OC VERTICAL
2"x6" TREXHANDRAIL CAP
25'
14'-10
1
4
"
2"x4" TRELLIS 8" OC
2- 2"x6" SANDWICH4"x4" POST ATTACHDECK BEAM W/ BOLTS
2"x6" JOIST 24" OC
2-2"x8" BEAM SANDWICH A 4"x4" POST
4"x8" DOUGLAS FIR BEAM
`58" BOLTS INTO
2"x4" STUDS 32"OC
4"x8" LEDGER
FOR WALL DETAILSEE BUILDING
PLAN SPECS
2"x4" STUDSINSIDE WALL
5'
10'
2"x6" JOIST 24" OC
4"x8" DOUGLAS FIRTREATED BEAMS
2"x6" HANDRAIL CAP
4"x4" HANDRAIL POST ATTACHTO DECK BEAM W/BOLTS
58" BOLTS SEE SPECS
SEE POST TO BEAMCONNECTOR SPECS
AGGREGATE
SEE POST TO FOOTINGCONNECTOR SPECS
5'
35'
35'
8'-8" 8'-8"
10'
2' OC
8"
36'
2"x6" HANDRAIL CAP
2"x4" TRELLIS 8" OC
2- 2"x6" SANDWICH
2"x6" JOIST 24" OC
2-2"x8" BEAM SANDWICH A 4"x4" POST
SCALE: VARIES
DATE:MARCH/15 / 2011
DRAWING TITLE:
OVERHEAD TRELLIS
SPECS
DRAWING NO.
L-6
DRAWN BY: Mordechay Buskila
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9" BOLTS 58"DIAM WITH NUTS
8"
4
"
2
"
2"
5/8" BOLTS SEE SPECS
6"
2"
4"x4" POST
4"
4"x8" BEAM
4"x4" TRELLIS/HANDRAILPOST
58" DIAM BOLTS W/ NUTS AND WASHERS
2"x6" DECKING
2- 2"x6" ATTACHED TO 4"x4" POST W/ SCREWS
2"x6" JOIST CONNECTED TOBEAM WITH L CONNECTOR
N
ECO
CAFE
BO
OST
SKI
LLS L
AND
SCAPE
44
89
MURIE
TTA A
VE
#21
6SHER
MAN O
AKS
, C
A,
91
42
3
A
B
OVERHEAD TRELLIS STAKING SCALE: 3/16"=1'C
A
A-A OVERHEAD TRELLIS SOUTH SECTION SCALE: 3/16"=1'
B
B-B OVERHEAD TRELLIS WEST SECTION SCALE: 1/4"=1'L-6
L-6
L-6
L-6
L-6 L-6
L-6
L-6
1
1
2
1 2OVERHEAD TRELLIS 3-D NTS
POST TO BEAM CONNECTION NTS
POST TO TRELLIS BEAM DETAIL SCALE: 1"=1'
L-63 TRELLIS LEDGER
SCALE: 11/2"=1'
L-6
3
58" GALVANIZED BOLTS TO 2"X4"
WALL STUDS 32"OC
2"X4" WALL STUDS
2"X4" TRELLIS2"X8" LEDGER
PR
OD
UC
ED
B
Y A
N A
UT
OD
ES
K E
DU
CA
TIO
NA
L P
RO
DU
CT
PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCTP
RO
DU
CE
D B
Y A
N A
UT
OD
ES
K E
DU
CA
TIO
NA
L P
RO
DU
CT
PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT
A-235 1 12"
A-435 1 12"
A-135 1 12"
A-335 1 12"
A-1412 1 "
A-1320 1 14"
A-1212 1 "
A-1035 1 12"
A - 530 1 1/2"
A - 630 1 1/2"
A - 730 1 1/2"
A-835 1 12"
A-935 1 12"
P.O.C
A-1135 1 12"
SCALE: 1"=10''
DATE:MAY / 2 / 2011
DRAWING TITLE:
IRRIGATION PLAN
DRAWING NO.
L-1
DRAWN BY: Mordechay Buskila
DA
TE
RE
VIS
IO
N
ECO
CAFE
BO
OST
SKI
LLS L
AND
SCAPE
44
89
MURIE
TTA A
VE
#21
6SHER
MAN O
AKS
, C
A,
91
42
3
SCALE 1"=10'
PR
OD
UC
ED
B
Y A
N A
UT
OD
ES
K E
DU
CA
TIO
NA
L P
RO
DU
CT
PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCTP
RO
DU
CE
D B
Y A
N A
UT
OD
ES
K E
DU
CA
TIO
NA
L P
RO
DU
CT
PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT
R
CONTROLLER - WALL MOUNT
100
TWO-WIRE COMMUNICATION
SITECONTROL ESP-SAT FIELD SATELLITE
WIRING DIAGRAM
SCALE:
1
16
"=1'
DATE:MAY / 2 / 2011
DRAWING TITLE:
IRRIGATION DETAIL
DRAWING NO.
L-2
DRAWN BY: Mordechay Buskila
DA
TE
RE
VIS
IO
N
ECO
CAFE
BO
OST
SKI
LLS L
AND
SCAPE
44
89
MURIE
TTA A
VE
#21
6SHER
MAN O
AKS
, C
A,
91
42
3
101
102
PR
OD
UC
ED
B
Y A
N A
UT
OD
ES
K E
DU
CA
TIO
NA
L P
RO
DU
CT
PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCTP
RO
DU
CE
D B
Y A
N A
UT
OD
ES
K E
DU
CA
TIO
NA
L P
RO
DU
CT
PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT
D
ROTOR POP-UP SPRINKLER
3500 -35 PSI
D
POP-UP SPRAY SPRINKLER-VAN
4-6-8-12-15-18 SERIES WITH SWING PIPE
D
XCZ-100-PRF 1" CONTROL
ZONE KIT IN SQUARE VALVE BOX
OPTION 1
D
XERI-BUG INTO 1/2-INCH TUBING
WITH 1/4" TUBING, STAKE AND BUG CAP
OPTION 2
ROUND PLASTIC BOX W/ LOCKING COVER.
D
PRE-FABRICATED SWING JOINT
RAIN BIRD TSJ-12150
SCALE: 1"=10''
DATE:MAY / 2 / 2011
DRAWING TITLE:
IRRIGATION PLAN
DRAWING NO.
L-3
DRAWN BY: Mordechay Buskila
DA
TE
RE
VIS
IO
N
ECO
CAFE
BO
OST
SKI
LLS L
AND
SCAPE
44
89
MURIE
TTA A
VE
#21
6SHER
MAN O
AKS
, C
A,
91
42
3
105
104
103
1
2
3
4
D6
5
PR
OD
UC
ED
B
Y A
N A
UT
OD
ES
K E
DU
CA
TIO
NA
L P
RO
DU
CT
PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCTP
RO
DU
CE
D B
Y A
N A
UT
OD
ES
K E
DU
CA
TIO
NA
L P
RO
DU
CT
PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT
8'-6"
6'-2"
4'-6"
2'-10"
1'-10 1/4"
1'-2"
3'
DRAWING NO.
L-2
ECO
CAFE
BO
OST
SKI
LLS L
AND
SCAPE
44
89
MURIE
TTA A
VE
#21
6SHER
MAN O
AKS
, C
A,
91
42
3
CENTER WATER FEATURE SECTION
FRONT SECTION TYPTOP VIEW SIDE VIEW
CAPING DETAIL
SCALE: 1/2"=1' SCALE: 1/2"=1' SCALE: 1"=1'
SCALE: 3/4"=1' CMU WEIR W/ FLAGSTONE VENEER SIDE AND 3-D VIEW NTS
SCALE: 1 1/2"=1'
SCALE: 1/2"=1'
D-1
E1
PR
OD
UC
ED
B
Y A
N A
UT
OD
ES
K E
DU
CA
TIO
NA
L P
RO
DU
CT
PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCTP
RO
DU
CE
D B
Y A
N A
UT
OD
ES
K E
DU
CA
TIO
NA
L P
RO
DU
CT
PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT
