FLP 2017-0007 Griffin Ranch Model Complex (10.03.2017)NOPARKINGNOPARKING7'-6"4'7'-6"11'-1"6'
CONCRETE PAVEMENT - NATURAL COLOR, "ACID ETCH" FINISH
SEE DETAIL C-01, SHEET L.1-5
CONCRETE UNIT PAVERS - BELGARD- 3 PIECE MODULAR, CATALINA,
COLOR "BELLA" SEE DETAIL C-2,3, SHEET L.1-5
STABILIZED DECOMPOSED GRANITE PAVING "CA GOLD", WITH
PERMALOC EDGE RESTRAINT SEE DETAIL C-4, SHEET L.1-5
ARTIFICAL TURF - EQUIVALENT TO EASY TURF "OLIVE LUSH"
SEE DETAIL C-5, SHEET L.1-5
ARTIFICIAL TURF PUTTING GREEN - "SIGNATURE PRO",
SEE DETAIL C-6, SHEET L.1-5
SAND TRAP
SEE DETAIL C-7, SHEET L.1-6
BOCCE BALL
SEE DETAIL C-16, SHEET L.1-10
LOT 60 -ALUMAWOOD SHADE TRELLIS "A"
SEE DETAIL C-09, SHEET L.1-6
LOT 60 -ALUMAWOOD SHADE TRELLIS "B"
SEE DETAIL C-08, SHEET L.1-6
LOT 212 -ALUMAWOOD SHADE TRELLIS
SEE DETAIL C-09, SHEET L.1-6
LOT 211 -ALUMAWOOD SHADE TRELLIS
SEE DETAIL C-10, SHEET L.1-6
LOT 60 -OUTDOOR KITCHEN
SEE DETAIL C-11, SHEET L.1-7
LOT 212 -OUTDOOR KITCHEN
SEE DETAIL C-14, SHEET L.1-9
LOT 211 -OUTDOOR KITCHEN
SEE DETAIL C-13, SHEET L.1-8
LOT 210 -OUTDOOR KITCHEN
SEE DETAIL C-12, SHEET L.1-7
LOT 60 -FIREPIT
SEE DETAIL C-15, SHEET L.1-9
LOT 212 -FIREPIT
SEE DETAIL C-17, SHEET L.1-10
LOT 211 -FIREPIT
SEE DETAIL C-18, SHEET L.1-10
LOT 210 -FIREPIT
SEE DETAIL C-19, SHEET L.1-11
LOT 60 -WATER FEATURE
SEE DETAIL C-20-22, SHEET L.1-11
LOT 212 -WATER FEATURE
SEE DETAIL C-20,21,23, SHEET L.1-11
LOT 211 -WATER FEATURE
SEE DETAIL C-20,21,24 SHEET L.1-11-12
LOT 210 -URN WATER FEATURE
SEE DETAIL C-25, SHEET L.1-12
1.5'-HIGH CMU PLANTER WALL WITH TILE FINISH, AND PRE-CAST CAP,
SEE DETAIL C-26, SHEET L.1-12
3'-HIGH CMU PLANTER WALL WITH TILE FINISH, AND PRE-CAST CAP,
SEE DETAIL C-27, SHEET L.1-12
1.5'-HIGH FREESTANDING CMU WALL WITH STUCCO FINISH, AND
PRE-CAST CAP, SEE DETAIL C-28, SHEET L.1-13
6'-HIGH SIDE YARD GATE
SEE F&W PLANS FOR TYPICAL
TEMPORARY TRUNCATED DOME TILES
PER CIVIL PLANS
2'-2"-HIGH FREESTANDING CMU PILASTER WITH TILE FINISH,
PRE-CAST CAP, AND POTTED PLANT, SEE DETAIL C-29, SHEET L.1-13
2'-2"-HIGH FREESTANDING CMU PILASTER WITH TILE FINISH,
PRE-CAST CAP, AND FIRE BOWL, SEE DETAIL C-30, SHEET L.1-13
FESTOON LIGHTING SUPPORT STRUCTURE (AND LIGHTING)
SEE DETAIL C-31, SHEET L.1-13
STEP
SEE DETAIL C-32, SHEET L.1-14
TEMPORARY WHEEL STOP
PER CIVIL PLANS
TEMPORARY ADA SIGNAGE
PER CIVIL PLANS
TEMPORARY 3'-HIGH TRAP FENCE (MATCH EXISTING)
SEE DETAIL C-33, SHEET L.1-14
LOT 60- RAISED SPA WALL. TILE FINISH AND PRE-CAST CONCRETE
CAP SEE SEE DETAIL C-35, SHEET L.1-14
LOT 212- RAISED BOND BEAM FIRE FEATURE WALL. 3 SHEER
DESCENT WATER FEATURES. SEE DETAIL C-36, SHEET L.1-15
LOT 211- SHEER DESCENT WATERFALLS
SEE DETAIL C-37, SHEET L.1-15
SUNKEN SITTING AREA
SEE DETAIL C-34, SHEET L.1-14
CONSTRUCTION CALL-OUTS
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
184 S.F.
16,710 S.F.
5,190 S.F.
6,503 S.F.
300 S.F.
88 S.F.
1 EA.
1 EA.
1 EA.
1 EA.
1 EA.
1 EA.
1 EA.
1 EA.
1 EA.
1 EA.
1 EA.
1 EA.
1 EA.
1 EA.
1 EA.
1 EA.
1 EA.
2 EA.
1 EA.
139 LF.
4 EA.
1 EA.
14 EA.
4 EA.
1 EA.
5 EA.
13 EA.
2 EA.
745 LF.
1 EA.
1 EA.
3 EA.
1 EA.
QNTY. TYP.
2850 Womble Road, Suite 100-403
San Diego, CA 92106 619-795-7603 www.insitelandarch.com LICENSED L A N D SCAPE A
R
C
H
I
TECTST
A
T
E OF C A L IF O RNIANo. 4547Tim J a c h l ewsk
i JrSignature
Renewal Date
Date
11-30-17
08/2/17
MATCHLINE: SEE SHEET L.1-2
MATCHLINE: SEE BELOW
MATCHLINE:
SEE ABOVE
2
3
26 20
29
4
1
8
29
4
29
26
9
12
16
35
2
3
3
4
29
32
30
36
26
29
3
3
35
35
2
2
32
30
2
30
30
2
L.1-1
TEMPORARY WALKWAY
DECORATIVE COBBLE,
SEE PLANTING PLANS
DECORATIVE COBBLE,
SEE PLANTING PLANS
DECORATIVE COBBLE,
SEE PLANTING PLANS
2
BOULDER,
SEE PLANTING PLANS
BOULDER,
SEE PLANTING PLANS
GAS CONNECTION TO FIRE
PIT AND BBQ DESIGN,
PERMIT AND
CONSTRUCTION BY
PLUMBING CONTRACTOR
+6"
+6"
MERV GRIFFIN WAY DAMASCUS DRIVELOT 60
4700
PLAN 7B
LOT 1
PARKING
POOL AND SPA REFER TO
POOL CONSTRUCTION
PLANS BY OTHERS
PLANTER POT,
SEE PLANTING PLAN
TEMPORARY WALKWAY
TEMPORARY TRAP FENCE
TEMPORARY ASPHALT
PARKING LOT
33
34
28
33
34
0' 5' 10' 20' 30'
NORTH
6'-HIGH FREESTANDING CMU
WALL WITH STUCCO FINISH,
SEE GRADING PLANS
27
PLANTER POT,
SEE PLANTING PLAN
POOL EQUIPMENT
NOTE: APPROXIMATE QUANTITIES ARE PROVIDED
FOR CONVENIENCE ONLY. CONTRACTOR IS
RESPONSIBLE FOR VERIFYING ALL QUANTITIES
PRIOR TO BIDDING AND CONSTRUCTION
CONCRETE PAVEMENT - NATURAL COLOR, "ACID ETCH" FINISH
SEE DETAIL C-01, SHEET L.1-5
CONCRETE UNIT PAVERS - BELGARD- 3 PIECE MODULAR, CATALINA,
COLOR "BELLA" SEE DETAIL C-2,3, SHEET L.1-5
STABILIZED DECOMPOSED GRANITE PAVING "CA GOLD", WITH
PERMALOC EDGE RESTRAINT SEE DETAIL C-4, SHEET L.1-5
ARTIFICAL TURF - EQUIVALENT TO EASY TURF "OLIVE LUSH"
SEE DETAIL C-5, SHEET L.1-5
ARTIFICIAL TURF PUTTING GREEN - "SIGNATURE PRO",
SEE DETAIL C-6, SHEET L.1-5
SAND TRAP
SEE DETAIL C-7, SHEET L.1-6
BOCCE BALL
SEE DETAIL C-16, SHEET L.1-10
LOT 60 -ALUMAWOOD SHADE TRELLIS "A"
SEE DETAIL C-09, SHEET L.1-6
LOT 60 -ALUMAWOOD SHADE TRELLIS "B"
SEE DETAIL C-08, SHEET L.1-6
LOT 212 -ALUMAWOOD SHADE TRELLIS
SEE DETAIL C-09, SHEET L.1-6
LOT 211 -ALUMAWOOD SHADE TRELLIS
SEE DETAIL C-10, SHEET L.1-6
LOT 60 -OUTDOOR KITCHEN
SEE DETAIL C-11, SHEET L.1-7
LOT 212 -OUTDOOR KITCHEN
SEE DETAIL C-14, SHEET L.1-9
LOT 211 -OUTDOOR KITCHEN
SEE DETAIL C-13, SHEET L.1-8
LOT 210 -OUTDOOR KITCHEN
SEE DETAIL C-12, SHEET L.1-7
LOT 60 -FIREPIT
SEE DETAIL C-15, SHEET L.1-9
LOT 212 -FIREPIT
SEE DETAIL C-17, SHEET L.1-10
LOT 211 -FIREPIT
SEE DETAIL C-18, SHEET L.1-10
LOT 210 -FIREPIT
SEE DETAIL C-19, SHEET L.1-11
LOT 60 -WATER FEATURE
SEE DETAIL C-20-22, SHEET L.1-11
LOT 212 -WATER FEATURE
SEE DETAIL C-20,21,23, SHEET L.1-11
LOT 211 -WATER FEATURE
SEE DETAIL C-20,21,24 SHEET L.1-11-12
LOT 210 -URN WATER FEATURE
SEE DETAIL C-25, SHEET L.1-12
1.5'-HIGH CMU PLANTER WALL WITH TILE FINISH, AND PRE-CAST CAP,
SEE DETAIL C-26, SHEET L.1-12
3'-HIGH CMU PLANTER WALL WITH TILE FINISH, AND PRE-CAST CAP,
SEE DETAIL C-27, SHEET L.1-12
1.5'-HIGH FREESTANDING CMU WALL WITH STUCCO FINISH, AND
PRE-CAST CAP, SEE DETAIL C-28, SHEET L.1-13
6'-HIGH SIDE YARD GATE
SEE F&W PLANS FOR TYPICAL
TEMPORARY TRUNCATED DOME TILES
PER CIVIL PLANS
2'-2"-HIGH FREESTANDING CMU PILASTER WITH TILE FINISH,
PRE-CAST CAP, AND POTTED PLANT, SEE DETAIL C-29, SHEET L.1-13
2'-2"-HIGH FREESTANDING CMU PILASTER WITH TILE FINISH,
PRE-CAST CAP, AND FIRE BOWL, SEE DETAIL C-30, SHEET L.1-13
FESTOON LIGHTING SUPPORT STRUCTURE (AND LIGHTING)
SEE DETAIL C-31, SHEET L.1-13
STEP
SEE DETAIL C-32, SHEET L.1-14
TEMPORARY WHEEL STOP
PER CIVIL PLANS
TEMPORARY ADA SIGNAGE
PER CIVIL PLANS
TEMPORARY 3'-HIGH TRAP FENCE (MATCH EXISTING)
SEE DETAIL C-33, SHEET L.1-14
LOT 60- RAISED SPA WALL. TILE FINISH AND PRE-CAST CONCRETE
CAP SEE SEE DETAIL C-35, SHEET L.1-14
LOT 212- RAISED BOND BEAM FIRE FEATURE WALL. 3 SHEER
DESCENT WATER FEATURES. SEE DETAIL C-36, SHEET L.1-15
LOT 211- SHEER DESCENT WATERFALLS
SEE DETAIL C-37, SHEET L.1-15
SUNKEN SITTING AREA
SEE DETAIL C-34, SHEET L.1-14
CONSTRUCTION CALL-OUTS
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
184 S.F.
16,710 S.F.
5,190 S.F.
6,503 S.F.
300 S.F.
88 S.F.
1 EA.
1 EA.
1 EA.
1 EA.
1 EA.
1 EA.
1 EA.
1 EA.
1 EA.
1 EA.
1 EA.
1 EA.
1 EA.
1 EA.
1 EA.
1 EA.
1 EA.
2 EA.
1 EA.
139 LF.
4 EA.
1 EA.
14 EA.
4 EA.
1 EA.
5 EA.
13 EA.
2 EA.
745 LF.
1 EA.
1 EA.
3 EA.
1 EA.
QNTY. TYP.
2850 Womble Road, Suite 100-403
San Diego, CA 92106 619-795-7603 www.insitelandarch.com LICENSED L A N D SCAPE A
R
C
H
I
TECTST
A
T
E OF C A L IF O RNIANo. 4547Tim J a c h l ewsk
i JrSignature
Renewal Date
Date
11-30-17
08/2/17MATCHLINE: SEE SHEET L.1-1MATCHLINE: SEE SHEET L.1-337
39
17
10
29
32
24
13
3
4
5
6
21
3
2
4
32
33
4
2
2
2
3
2
3
2
29
2626
29
26
2
24
32
35
3531
34
31
L.1-2
BOULDER,
SEE PLANTING PLANS
DECORATIVE COBBLE,
SEE PLANTING PLANS
BOULDER,
SEE PLANTING PLANS
DECORATIVE COBBLE,
SEE PLANTING PLANS
GAS CONNECTION TO FIRE PIT
AND BBQ DESIGN, PERMIT AND
CONSTRUCTION BY PLUMBING
CONTRACTOR
+18"-24"
DAMASCUS
D
R
I
V
E
LOT 212
4154
PLAN 5C
POOL AND SPA
REFER TO POOL
CONSTRUCTION
PLANS BY OTHERS
PLANTER POT,
SEE PLANTING PLAN
TEMPORARY WALKWAY
TEMPORARY TRAP FENCE
0' 5' 10' 20' 30'
NORTH
6'-HIGH FREESTANDING CMU
WALL WITH STUCCO FINISH,
SEE GRADING PLANS
6'-HIGH FREESTANDING CMU
WALL WITH STUCCO FINISH,
SEE GRADING PLANS
27
6'-HIGH FREESTANDING CMU
WALL WITH STUCCO FINISH,
SEE GRADING PLANS
PLANTER POT,
SEE PLANTING PLAN
POOL EQUIPMENT
NOTE: APPROXIMATE QUANTITIES ARE PROVIDED
FOR CONVENIENCE ONLY. CONTRACTOR IS
RESPONSIBLE FOR VERIFYING ALL QUANTITIES
PRIOR TO BIDDING AND CONSTRUCTION
CONCRETE PAVEMENT - NATURAL COLOR, "ACID ETCH" FINISH
SEE DETAIL C-01, SHEET L.1-5
CONCRETE UNIT PAVERS - BELGARD- 3 PIECE MODULAR, CATALINA,
COLOR "BELLA" SEE DETAIL C-2,3, SHEET L.1-5
STABILIZED DECOMPOSED GRANITE PAVING "CA GOLD", WITH
PERMALOC EDGE RESTRAINT SEE DETAIL C-4, SHEET L.1-5
ARTIFICAL TURF - EQUIVALENT TO EASY TURF "OLIVE LUSH"
SEE DETAIL C-5, SHEET L.1-5
ARTIFICIAL TURF PUTTING GREEN - "SIGNATURE PRO",
SEE DETAIL C-6, SHEET L.1-5
SAND TRAP
SEE DETAIL C-7, SHEET L.1-6
BOCCE BALL
SEE DETAIL C-16, SHEET L.1-10
LOT 60 -ALUMAWOOD SHADE TRELLIS "A"
SEE DETAIL C-09, SHEET L.1-6
LOT 60 -ALUMAWOOD SHADE TRELLIS "B"
SEE DETAIL C-08, SHEET L.1-6
LOT 212 -ALUMAWOOD SHADE TRELLIS
SEE DETAIL C-09, SHEET L.1-6
LOT 211 -ALUMAWOOD SHADE TRELLIS
SEE DETAIL C-10, SHEET L.1-6
LOT 60 -OUTDOOR KITCHEN
SEE DETAIL C-11, SHEET L.1-7
LOT 212 -OUTDOOR KITCHEN
SEE DETAIL C-14, SHEET L.1-9
LOT 211 -OUTDOOR KITCHEN
SEE DETAIL C-13, SHEET L.1-8
LOT 210 -OUTDOOR KITCHEN
SEE DETAIL C-12, SHEET L.1-7
LOT 60 -FIREPIT
SEE DETAIL C-15, SHEET L.1-9
LOT 212 -FIREPIT
SEE DETAIL C-17, SHEET L.1-10
LOT 211 -FIREPIT
SEE DETAIL C-18, SHEET L.1-10
LOT 210 -FIREPIT
SEE DETAIL C-19, SHEET L.1-11
LOT 60 -WATER FEATURE
SEE DETAIL C-20-22, SHEET L.1-11
LOT 212 -WATER FEATURE
SEE DETAIL C-20,21,23, SHEET L.1-11
LOT 211 -WATER FEATURE
SEE DETAIL C-20,21,24 SHEET L.1-11-12
LOT 210 -URN WATER FEATURE
SEE DETAIL C-25, SHEET L.1-12
1.5'-HIGH CMU PLANTER WALL WITH TILE FINISH, AND PRE-CAST CAP,
SEE DETAIL C-26, SHEET L.1-12
3'-HIGH CMU PLANTER WALL WITH TILE FINISH, AND PRE-CAST CAP,
SEE DETAIL C-27, SHEET L.1-12
1.5'-HIGH FREESTANDING CMU WALL WITH STUCCO FINISH, AND
PRE-CAST CAP, SEE DETAIL C-28, SHEET L.1-13
6'-HIGH SIDE YARD GATE
SEE F&W PLANS FOR TYPICAL
TEMPORARY TRUNCATED DOME TILES
PER CIVIL PLANS
2'-2"-HIGH FREESTANDING CMU PILASTER WITH TILE FINISH,
PRE-CAST CAP, AND POTTED PLANT, SEE DETAIL C-29, SHEET L.1-13
2'-2"-HIGH FREESTANDING CMU PILASTER WITH TILE FINISH,
PRE-CAST CAP, AND FIRE BOWL, SEE DETAIL C-30, SHEET L.1-13
FESTOON LIGHTING SUPPORT STRUCTURE (AND LIGHTING)
SEE DETAIL C-31, SHEET L.1-13
STEP
SEE DETAIL C-32, SHEET L.1-14
TEMPORARY WHEEL STOP
PER CIVIL PLANS
TEMPORARY ADA SIGNAGE
PER CIVIL PLANS
TEMPORARY 3'-HIGH TRAP FENCE (MATCH EXISTING)
SEE DETAIL C-33, SHEET L.1-14
LOT 60- RAISED SPA WALL. TILE FINISH AND PRE-CAST CONCRETE
CAP SEE SEE DETAIL C-35, SHEET L.1-14
LOT 212- RAISED BOND BEAM FIRE FEATURE WALL. 3 SHEER
DESCENT WATER FEATURES. SEE DETAIL C-36, SHEET L.1-15
LOT 211- SHEER DESCENT WATERFALLS
SEE DETAIL C-37, SHEET L.1-15
SUNKEN SITTING AREA
SEE DETAIL C-34, SHEET L.1-14
CONSTRUCTION CALL-OUTS
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
184 S.F.
16,710 S.F.
5,190 S.F.
6,503 S.F.
300 S.F.
88 S.F.
1 EA.
1 EA.
1 EA.
1 EA.
1 EA.
1 EA.
1 EA.
1 EA.
1 EA.
1 EA.
1 EA.
1 EA.
1 EA.
1 EA.
1 EA.
1 EA.
1 EA.
2 EA.
1 EA.
139 LF.
4 EA.
1 EA.
14 EA.
4 EA.
1 EA.
5 EA.
13 EA.
2 EA.
745 LF.
1 EA.
1 EA.
3 EA.
1 EA.
QNTY. TYP.
2850 Womble Road, Suite 100-403
San Diego, CA 92106 619-795-7603 www.insitelandarch.com LICENSED L A N D SCAPE A
R
C
H
I
TECTST
A
T
E OF C A L IF O RNIANo. 4547Tim J a c h l ewsk
i JrSignature
Renewal Date
Date
11-30-17
08/2/17MATCHLINE: SEE SHEET L.1-2MATCHLINE: SEE SHEET L.1-42
3
1
31
22
3
4
11
2
14
38
25
7
1
4
4
1
25
18
2
29
2
35 4
35 2
2
27
27
L.1-3
BOULDER,
SEE PLANTING PLANS
DECORATIVE COBBLE,
SEE PLANTING PLANS
DECORATIVE COBBLE,
SEE PLANTING PLANS
BOULDER,
SEE PLANTING PLANS
GAS CONNECTION TO FIRE PIT
AND BBQ DESIGN, PERMIT AND
CONSTRUCTION BY PLUMBING
CONTRACTOR
DAMASCUS DRIVE
LOT 211
3818
PLAN 4B
POOL AND SPA
REFER TO POOL
CONSTRUCTION
PLANS BY OTHERS
PLANTER POT,
SEE PLANTING PLAN
TEMPORARY WALKWAY
TEMPORARY TRAP FENCE
1. THESE PLANS WERE PREPARED USING THE SURVEY AND BASE
INFORMATION PROVIDED BY MSA CONSULTING. THE
CONTRACTOR IS RESPONSIBLE FOR VERIFYING THE
ACCURACY OF THE PLANS COMPARED TO ACTUAL FIELD
CONDITIONS PRIOR TO ORDERING MATERIALS AND BEGINNING
WORK. IF THERE ARE DISCREPANCIES BETWEEN THE PLANS
AND FIELD CONDITIONS, THE CONTRACTOR SHALL NOTIFY THE
LANDSCAPE ARCHITECT OF RECORD TO WORK OUT A
SOLUTION AGREEABLE TO THE OWNER. IF THE CONTRACTOR
FAILS TO NOTIFY THE LANDSCAPE ARCHITECT OF RECORD OF
THE DISCREPANCIES PRIOR TO BEGINNING WORK, THE
CONTRACTOR SHALL BE RESPONSIBLE FOR ANY ADDITIONAL
LABOR AND MATERIALS AS DIRECTED BY THE LANDSCAPE
ARCHITECT OF RECORD TO RESOLVE SUCH DISCREPANCIES
AT NO ADDITIONAL COST TO THE OWNER.
2. THE CONTRACTOR IS RESPONSIBLE FOR DETERMINING THE
LOCATION OF ALL UTILITIES PRIOR TO ORDERING MATERIALS
AND BEGINNING WORK. THE CONTRACTOR SHALL CLEARLY
MARK ALL UTILITIES AND SHALL BE RESPONSIBLE FOR
PRESERVING ALL UTILITIES THROUGHOUT CONSTRUCTION.
THE CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR
REPAIRING DAMAGED UTILITIES AT NO ADDITIONAL COST TO
OWNER.
3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPARING OR
REPLACING ANY EQUIPMENT AND MATERIALS DAMAGED
DURING CONSTRUCTION WITHIN OR OUTSIDE THE PROJECT
LIMIT OF WORK.
4. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING AND
VERIFYING ALL CONDUIT AND IRRIGATION SLEEVING WITH
OTHER CONSTRUCTION TRADE CONTRACTORS.
5. REFER TO SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS.
CONSTRUCTION NOTES
0' 5' 10' 20' 30'
NORTH
6'-HIGH FREESTANDING CMU
WALL WITH STUCCO FINISH,
SEE GRADING PLANS
6'-HIGH FREESTANDING CMU
WALL WITH STUCCO FINISH,
SEE GRADING PLANS
PLANTER POT,
SEE PLANTING PLAN
PLANTER POT,
SEE PLANTING PLAN
POOL EQUIPMENT
NOTE: APPROXIMATE QUANTITIES ARE PROVIDED
FOR CONVENIENCE ONLY. CONTRACTOR IS
RESPONSIBLE FOR VERIFYING ALL QUANTITIES
PRIOR TO BIDDING AND CONSTRUCTION
CONCRETE PAVEMENT - NATURAL COLOR, "ACID ETCH" FINISH
SEE DETAIL C-01, SHEET L.1-5
CONCRETE UNIT PAVERS - BELGARD- 3 PIECE MODULAR, CATALINA,
COLOR "BELLA" SEE DETAIL C-2,3, SHEET L.1-5
STABILIZED DECOMPOSED GRANITE PAVING "CA GOLD", WITH
PERMALOC EDGE RESTRAINT SEE DETAIL C-4, SHEET L.1-5
ARTIFICAL TURF - EQUIVALENT TO EASY TURF "OLIVE LUSH"
SEE DETAIL C-5, SHEET L.1-5
ARTIFICIAL TURF PUTTING GREEN - "SIGNATURE PRO",
SEE DETAIL C-6, SHEET L.1-5
SAND TRAP
SEE DETAIL C-7, SHEET L.1-6
BOCCE BALL
SEE DETAIL C-16, SHEET L.1-10
LOT 60 -ALUMAWOOD SHADE TRELLIS "A"
SEE DETAIL C-09, SHEET L.1-6
LOT 60 -ALUMAWOOD SHADE TRELLIS "B"
SEE DETAIL C-08, SHEET L.1-6
LOT 212 -ALUMAWOOD SHADE TRELLIS
SEE DETAIL C-09, SHEET L.1-6
LOT 211 -ALUMAWOOD SHADE TRELLIS
SEE DETAIL C-10, SHEET L.1-6
LOT 60 -OUTDOOR KITCHEN
SEE DETAIL C-11, SHEET L.1-7
LOT 212 -OUTDOOR KITCHEN
SEE DETAIL C-14, SHEET L.1-9
LOT 211 -OUTDOOR KITCHEN
SEE DETAIL C-13, SHEET L.1-8
LOT 210 -OUTDOOR KITCHEN
SEE DETAIL C-12, SHEET L.1-7
LOT 60 -FIREPIT
SEE DETAIL C-15, SHEET L.1-9
LOT 212 -FIREPIT
SEE DETAIL C-17, SHEET L.1-10
LOT 211 -FIREPIT
SEE DETAIL C-18, SHEET L.1-10
LOT 210 -FIREPIT
SEE DETAIL C-19, SHEET L.1-11
LOT 60 -WATER FEATURE
SEE DETAIL C-20-22, SHEET L.1-11
LOT 212 -WATER FEATURE
SEE DETAIL C-20,21,23, SHEET L.1-11
LOT 211 -WATER FEATURE
SEE DETAIL C-20,21,24 SHEET L.1-11-12
LOT 210 -URN WATER FEATURE
SEE DETAIL C-25, SHEET L.1-12
1.5'-HIGH CMU PLANTER WALL WITH TILE FINISH, AND PRE-CAST CAP,
SEE DETAIL C-26, SHEET L.1-12
3'-HIGH CMU PLANTER WALL WITH TILE FINISH, AND PRE-CAST CAP,
SEE DETAIL C-27, SHEET L.1-12
1.5'-HIGH FREESTANDING CMU WALL WITH STUCCO FINISH, AND
PRE-CAST CAP, SEE DETAIL C-28, SHEET L.1-13
6'-HIGH SIDE YARD GATE
SEE F&W PLANS FOR TYPICAL
TEMPORARY TRUNCATED DOME TILES
PER CIVIL PLANS
2'-2"-HIGH FREESTANDING CMU PILASTER WITH TILE FINISH,
PRE-CAST CAP, AND POTTED PLANT, SEE DETAIL C-29, SHEET L.1-13
2'-2"-HIGH FREESTANDING CMU PILASTER WITH TILE FINISH,
PRE-CAST CAP, AND FIRE BOWL, SEE DETAIL C-30, SHEET L.1-13
FESTOON LIGHTING SUPPORT STRUCTURE (AND LIGHTING)
SEE DETAIL C-31, SHEET L.1-13
STEP
SEE DETAIL C-32, SHEET L.1-14
TEMPORARY WHEEL STOP
PER CIVIL PLANS
TEMPORARY ADA SIGNAGE
PER CIVIL PLANS
TEMPORARY 3'-HIGH TRAP FENCE (MATCH EXISTING)
SEE DETAIL C-33, SHEET L.1-14
LOT 60- RAISED SPA WALL. TILE FINISH AND PRE-CAST CONCRETE
CAP SEE SEE DETAIL C-35, SHEET L.1-14
LOT 212- RAISED BOND BEAM FIRE FEATURE WALL. 3 SHEER
DESCENT WATER FEATURES. SEE DETAIL C-36, SHEET L.1-15
LOT 211- SHEER DESCENT WATERFALLS
SEE DETAIL C-37, SHEET L.1-15
SUNKEN SITTING AREA
SEE DETAIL C-34, SHEET L.1-14
CONSTRUCTION CALL-OUTS
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
184 S.F.
16,710 S.F.
5,190 S.F.
6,503 S.F.
300 S.F.
88 S.F.
1 EA.
1 EA.
1 EA.
1 EA.
1 EA.
1 EA.
1 EA.
1 EA.
1 EA.
1 EA.
1 EA.
1 EA.
1 EA.
1 EA.
1 EA.
1 EA.
1 EA.
2 EA.
1 EA.
139 LF.
4 EA.
1 EA.
14 EA.
4 EA.
1 EA.
5 EA.
13 EA.
2 EA.
745 LF.
1 EA.
1 EA.
3 EA.
1 EA.
QNTY. TYP.
2850 Womble Road, Suite 100-403
San Diego, CA 92106 619-795-7603 www.insitelandarch.com LICENSED L A N D SCAPE A
R
C
H
I
TECTST
A
T
E OF C A L IF O RNIANo. 4547Tim J a c h l ewsk
i JrSignature
Renewal Date
Date
11-30-17
08/2/17MATCHLINE: SEE SHEET L.1-32
19
2
15
3
4
2
29
26
29
26
23
3
33
32
2
4
35
2
35
2
27
31
34
31
L.1-4
DECORATIVE COBBLE,
SEE PLANTING PLANS
2
DECORATIVE COBBLE,
SEE PLANTING PLANS
BOULDER,
SEE PLANTING PLANS
GAS CONNECTION TO FIRE PIT
AND BBQ DESIGN, PERMIT AND
CONSTRUCTION BY PLUMBING
CONTRACTOR
DAMASCUS DRIVE
LOT 210
3314
PLAN 2A
POOL AND SPA
REFER TO POOL
CONSTRUCTION
PLANS BY OTHERS
TEMPORARY WALKWAY
TEMPORARY TRAP FENCE
0' 5' 10' 20' 30'
NORTH
6'-HIGH FREESTANDING CMU
WALL WITH STUCCO FINISH,
SEE GRADING PLANS
6'-HIGH FREESTANDING CMU
WALL WITH STUCCO FINISH,
SEE GRADING PLANS
POOL EQUIPMENT
NOTE: APPROXIMATE QUANTITIES ARE PROVIDED
FOR CONVENIENCE ONLY. CONTRACTOR IS
RESPONSIBLE FOR VERIFYING ALL QUANTITIES
PRIOR TO BIDDING AND CONSTRUCTION
2850 Womble Road, Suite 100-403
San Diego, CA 92106 619-795-7603 www.insitelandarch.com LICENSED L A N D SCAPE A
R
C
H
I
TECTST
A
T
E OF C A L IF O RNIANo. 4547Tim J a c h l ewsk
i JrSignature
Renewal Date
Date
11-30-17
08/2/17
L.1-5
1. PLANTING AREA - TOP OF DECOMPOSED GRANITE MULCH 1/2"
LOWER THAN CONCRETE FINISH GRADE (1" LOWER AT TURF)
2. 1/2" RADIUS
3. CAST-IN-PLACE CONCRETE SLAB, SEE PLANS FOR FINISH AND
COLOR, AND SEE SPECIFICATIONS
4. #3 REBAR @ 18" O.C. BOTH WAYS, CENTERED IN SLAB
5. SUBGRADE PER GEOTECHNICAL ENGINEERING REPORT
6. DOUBLE LAYER VISQUEEN VAPOR BARRIER UNDER SAND BASE
CONCRETE PAVEMENT
PEDESTRIAN APPLICATION
SCALE: 1 1/2" = 1'-0"
C-01
3.
4.
5.
1.
2.4"1/2" @ D.G/ 1" @ TURF6.
NOTE: CONCRETE SHALL HAVE TYPE
V CEMENT AND SULFATE RESISTANT
MIX PER GEOTECHNICAL REPORT
CONCRETE UNIT PAVER
VEHICULAR APPLICATION
SCALE: 1 1/2" = 1'-0"
C-02
VARIES SEE PLANS
1. PLANTING AREA - TOP OF MULCH 1/2" LOWER THAN PAVER
FINISH GRADE
2. CONCRETE HEADER BELOW PAVERS, (WET SET PAVERS)
3. UNIT PAVER - SEE PLANS AND SPECIFICATIONS
4. CLASS II BASE
5. SETTING BED - MASONRY SAND
6. WALL, STRUCTURE, OR CURB - PER PLANS
1.2.
3.
4.
5.
6.4"112"NOTE: FINISH GRADE OF PAVERS (AFTER COMPACTION) SHALL BE 1/ 8" to 1/4" ABOVE
ADJACENT HARDSCAPE FINISH SURFACES TO ALLOW FOR FUTURE SETTLEMENT.8"6"3"1. 6X3 PAVER
2. 6X6 PAVER
3. 6X9 PAVER
NOTE:
A. NO PIECES LESS THAN 1" IN ANY DIRECTION. IF WIDTHS LESS
THAN 1" OCCUR DURING LAYOUT, CUT EITHER (2) OR (3) PAVERS
EQUAL IN SIZE TO FIT THE GAP EQUALLY
B. USE SMALLER FULL PAVER IN LIEU OF CUTTING LARGER PAVERS
IN CONDITIONS WHERE STANDARD PATTERN WOULD HAVE THE
PAVER CUT. I.E. USE A 3X6 PAVER IN LIEU OF 6X6 CUT IN HALF
C. CENTER PAVERS THAT HAVE BEEN CUT ALONG BAND
PAVER LAYOUT
CATALINA MODULAR 3 PIECE LAYOUT
SCALE: 1/4" = 1'-0"
C-03
6x9
6x6
6x3
6x9
6x6
6x3 6x36x66x96x36x9 6x6
CUT 6X3
TO 3x3
6x3 CUT
6x3
CUT
6x6
6x3
6x9
CUT 6X3
TO 3x3
6x3 CUT
6x3
CUTCUT 6X3TO 3x36x3 CUT6x3CUTCUT 6X3TO 3x36x3 CUT6x3CUTCUT 6X3TO 3x36x3 CUT6x3CUT6x3
6x3
6x3
6x3
6x3
6x3
6x3
6x3
6x3
6x3
CUT PIECE
6x3
6x3
6x3
6x3
6x3
6x3
6x3
6x3
6x3
6x3
CUT PIECE
6x36x36x36x36x36x36x36x36x36x36x36x36x36x36x36x36x36x36x36x36x36x36x36x36x9
6x6
6x3
6x9
6x6
6x3 6x36x66x96x36x9 6x6
6x6
6x3 6x36x66x96x36x9 6x6
6x6
6x9
6x3
6x9
6x3 CUT 6X3TO 3x36x3 CUT6x3CUTCUT 6X3TO 3x36x3 CUT6x3CUT6x3
6x9
6x6 6x36x36x6
CUT PIECE 6x36x36x36x36x36x36x36x3CUT 6X3
TO 3x3
6x3 CUT
6x3
CUT 6x36x3
6x36x36x36x36x36x3CUT 6X3
TO 3x3
6x3 CUT
6x3
CUT 6x36x36x3CUT PIECE6x36x36x36x36x36x36x36x36x36x36x36x36x36x36x36x36x36x36x36x3CUT PIECECUT PIECECUT PIECECUT PIECECUT PIECECUT PIECECUT PIECECUT PIECECUT PIECECUT PIECECUT PIECECUT PIECECUT PIECECUT PIECE
6x3
6x3
6x3
6x3CUT 6X3TO 3x36x3 CUT6x3CUTCUT 6X3TO 3x36x3 CUT6x3CUT6x3
6x3
6x3
6x3
CUT PIECE
6x3
6x3
6x3
6x3
6x3CUT PIECECUT PIECECUT PIECECUT PIECECUT PIECECUT 6X3TO 3x36x3 CUT6x3CUTCUT 6X3TO 3x36x3 CUT6x3CUTCUT 6X3
TO 3x3
6x3 CUT
6x3
CUT CUT 6X3TO 3x36x3 CUT6x3CUTCUT 6X3TO 3x36x3 CUT6x3CUTCUT 6X3TO 3x36x3 CUT6x3CUTCUT 6X3
TO 3x3
6x3 CUT
6x3
CUT CUT 6X3TO 3x36x3 CUT6x3CUT6x3
6x3
6x3
6x3
6x3
6x3
6x3
6x3
6x3
6x3
6x3
6x3
6x3
6x36x36x36x36x36x36x36x36x36x36x3CUT PIECECUT PIECECUT PIECE6x36x36x36x36x36x36x36x36x36x36x36x36x36x36x36x36x36x36x36x36x36x36x36x36x3
6x3
6x3
6x3
6x3
6x3
6x3
6x3
6x3
6x3
6x3
6x3
6x3
6x3
6x3
6x3
6x3
6x3
6x3
6x3
6x3
6x3
6x3
6x3
6x3
6x3
6x3
6x3
6x3
6x3
6x3
6x3
6x3
6x3
6x3
6x3
6x36x36x36x36x36x36x36x36x36x36x36x36x36x36x36x36x36x36x36x36x36x36x36x3CUT PIECE6x3
6x3
6x3
6x3
6x3
6x3
6x3
6x3
6x3
6x3
6x3
6x3
6x3
6x3
6x3
6x3
6x3
6x3 6x36x36x36x36x36x36x36x36x36x3CUT PIECECUT PIECE6x9
6x6
6x3
6x9
6x6
6x3 6x36x66x96x36x9 6x6
6x6
6x6
6x3 6x36x66x96x36x9 6x6
6x9
6x3
6x9
6x96x36x96x36x66x96x36x9 6x6
6x9
6x6
6x3
6x9
6x6
6x3 6x36x66x9
6x6
6x36x96x36x96x9
6x6
6x3
6x9
6x6
6x3 6x36x66x96x36x9 6x6
6x3
6x36x66x96x36x9 6x6
6x9
6x6
6x3
6x9
6x6
6x3 6x36x66x96x36x9 6x6
6x9
6x6
6x3
6x9
6x6
6x3
6x9
6x6
6x3
6x9
6x6
6x3 6x36x66x96x36x9 6x6
6x9
6x6
6x3
6x9
6x6
6x3 6x36x66x96x36x9 6x6
6x9
6x6
6x3
6x9
6x6
6x3 6x36x66x96x36x9 6x6
6x36x96x6
6x9
6x6
6x3
6x9
6x6
6x3
6x36x6
6x3 6x36x66x96x36x9 6x6
6x9
6x6
6x3
6x9
6x6
6x3 6x36x66x96x36x9 6x6
6x9
6x6
6x3
6x9
6x6
6x3 6x36x66x96x36x9 6x6
6x9
6x6
6x3
6x9
6x6
6x3 6x36x66x96x36x9 6x6
6x9
6x6
6x3
6x9
6x6
6x3 6x36x66x96x36x9 6x6
6x9
6x6
6x3
6x9
6x6
6x3 6x36x6
6x6
6x3
6x9
6x6 6x36x6
6x6 6x36x66x36x66x3
6x36x6
6x3
6x6
6x36x6
6x3 6x36x6
6x3
6x3
6x6
6x3
CUT PIECECUT PIECECUT PIECECUT PIECETYPICAL PLAN LAYOUT
STEP
PAVER PATTERN
SCALE 1-1/2"=1'-0"
TYPICAL CORNER
SCALE 1-1/2"=1'-0"
3 PIECES IN SET
SCALE 1-1/2"=1'-0"
USE AS SOLDIER COURSE
BORDER PAVER
STEP
A.
B.
C.
3.
2.
1.
1. PERMALOC CLEANLINE 3/16" x 5.5" ALUMINUM LANDSCAPE
EDGING, COLOR: 'BRONZE DURAFLEX', INSTALL WITH STAKES
PER MANUFACTURER'S INSTALLATION GUIDELINES. TOP OF
EDGING SHALL BE FLUSH WITH FINISH SURFACE OF D.G.
PAVING AND ADJACENT D.G. MULCH. FINISH GRADE OF
ADJACENT TURF SHALL BE 1" BELOW TOP OF EDGING.
2. 12" STAKE (5) PER 16' SECTION, INSTALL IN PRE-FORMED
LOOPS WITHIN EDGING
3. STABILIZED DECOMPOSED GRANITE (D.G.) PAVING, SEE
SPECIFICATIONS
4. COMPACTED SUBGRADE PER GEOTECHNICAL REPORT
NOTE: CUT BASE EDGING UP HALFWAY TO FORM CONTINUOUS CORNERS
NOTE: COMPACT GRADE ON EACH SIDE OF EDING TO PREVENT SETTLEMENT
DECOMPOSED GRANITE PAVING
WITH EDGE RESTRAINT
SCALE: 1 1/2" = 1'-0"
C-04
2.
3.4"1.
ISOMETRIC VIEW 4.
SLOPE AWAY
D.G. MULCH
SLOPE AWAY
TURF1"FLUSH1. 5" TURF STAPLES AT BURIED EDGE TO HOLD IN PLACE. 24" O.C.
2. 1 5/8" FIELD TURF ARTIFICIAL GRASS FIBER (5/8" EXPOSED FIBER)
3. SECONDARY THATCH GRASS FIBER
4. ACRYLIC COATED SAND INFILL OR SILICA SAND
5. NAILER BOARD
6. MAXXFLOW DRAINAGE SYSTEM/ WEED BARRIER
7. 3" CRUSHED STONE BASE COMPACTED TO 90%
8. NATURAL SOIL COMPACTED SUB-GRADE
9. ADJACENT DECOMPOSED GRANITE OR PLANTING
10. NARROW TRENCH TO RECEIVE ARTIFICIAL TURF EDGE. STAKE
AND BURY TURF EDGE IN TRENCH
ARTIFICIAL TURF - NO BORDER
SCALE: 3" = 1'-0"
C-05 1"MANUFACTURER AND INSTALLER:
EASYTURF, INC.
2750 LA MIRADA DRIVE,
VISTA, CA 92081
PHONE: (760) 745-7000
OR:
CHALLENGER INDUSTRIES INC PRODUCT# ELAN (FRONT YARD)
PHONE: (800) 334-8873 PRODUCT# ELAN (BACKYARD
NOTES:
A. TURF CONTRACTOR SHALL COORDINATE
SUBGRADE DEPTH AND ADJACENT
GRADES WITH GRADING CONTRACTOR
PRIOR TO AND DURING CONSTRUCTION.
B. INSTALL PER MANUFACTURER'S
SPECIFICATIONS.3"2.
3.
4.
5.
6.
7.
8.
1.
9.
10.6" MIN.12"1. GREENS CUP, LOCATE PER PLAN
2. ACRYLIC COATED SAND TOPDRESSING
3. 1
1
4" FIELDTURF ARTIFICIAL GRASS FIBER
4. WASHED SILICA SAND
5. 3" THICK CRUSHED STONE BASE,
COMPACTED TO 90%
6. NATURAL SOIL COMPACTED SUBGRADE
ARTIFICIAL TURF PUTTING GREEN
SCALE: AS NOTED
C-06
SCALE: 6"=1'
1.
2.
3.
4.
5.
6.3"NOTES:
A. CONTRACTOR SHALL PROVIDE GENTLE, SMOOTH GRADE
TRANSITIONS AND UNIFORM SLOPES
B. GOLF GREEN POLYPROPYLENE SLIT-FILM GRASS FIBER.
C. INSTALL PER MANUFACTURER'S SPECIFICATIONS.
7. SIGNATURE PRO ARTIFICIAL TURF PUTTING
GREEN
8. 3' WIDE ARTIFICIAL TURF 'OLIVE LUSH' FRINGE,
SEE DETAIL C-13
9. 6"-8" HIGH MOGUL, TYP.
10. NATURAL GRASS PER PLANTING PLANS1 1/4"MANUFACTURER AND INSTALLER:
EASYTURF, INC.
2750 LA MIRADA DRIVE,
VISTA, CA 92081
PHONE: (760) 745-7000
OR:
CHALLENGER INDUSTRIES INC PRODUCT# BGDF
PHONE: (800) 334-8873
2850 Womble Road, Suite 100-403
San Diego, CA 92106 619-795-7603 www.insitelandarch.com LICENSED L A N D SCAPE A
R
C
H
I
TECTST
A
T
E OF C A L IF O RNIANo. 4547Tim J a c h l ewsk
i JrSignature
Renewal Date
Date
11-30-17
08/2/17
L.1-6
1. 1" x 6" PLASTIC HEADER, VENDOR: "BENDA BOARD", INSTALL PER MANFACTURER'S
REQUIREMENTS, SEE ENLARGEMENT
2. ARTIFICAL TURF, SEE PLANS FOR TYPE AND DESCRIPTION, EXTEND EDGE OF TURF MIN.
2'-0" BEYOND SAND EDGE, USE EROSION CONTROL BLANKET STAPLES TO SECURE TO
DECOMPOSED GRANITE BASE
3. 3" DEPTH OF DECOMPOSED GRANITE, HAND TAMP TO FORM BERM
4. NATURAL SOIL COMPACTED SUBGRADE
5. BUNKER SAND - WASHED, SCREENED WHITE PLAY SAND, DEPTH VARIES, MIN. 1'-0" DEPTH
AT DEEPEST POINT
6. CRUSHED ROCK SUMP, MIN. 1'-0" DIAM., 4'-0" DEPTH, COVER SURFACE WITH 3'-0" SQ. FILTER
FABRIC , CENTER SUMP IN MIDDLE OF BUNKER
7. ADJACENT PUTTING GREEN SURFACE, SEE DETAIL
8. BERM HEIGHT APPROX. 8" HIGH
BUNKER / SAND TRAP
SCALE: 3/4" = 1'-0"
C-07
5.
1.
2.
3.
4.
5.1.
6.
8.
7.
ENLARGEMENT
ALUMAWOOD SHADE TRELLIS- 'A'
LOT 60 AND LOT 212
SCALE: 1/4" = 1'-0"
C-09
1.POST- 10" X 10" -ALUMAWOOD®
2.BEAM- 3" X 8" - CORBEL EDGE -ALUMAWOOD®
3.RAFTER- 3" X 8" - CORBEL EDGE -ALUMAWOOD®
4.TRELLIS- 2" X 3"- BEVELED EDGE -ALUMAWOOD®
NOTE: REFER TO MANUFACTURER'S STRUCTURAL DRAWING
ANDCALCULATIONS FOR STRUCTURE. CONTRACTOR SHALL BE
RESPONSIBLE FOR OBTAINING PERMITS FOR STRUCTURE 9'8"8"2"10"
13'-6"
1'-4"
3"
15'-8"
5"
5" O.C.5" O.C.9'2' O.C.2' O.C.2' O.C.2' O.C.8"8"2"10"
9'-3"
7'
1'-4"
3"
6"
1.
2.
3.
4.
1.
2.
3.
4.
SECTION 'A'
SECTION 'B'
PLAN 'A'-TRELLIS
PLAN 'B'-BEAM AND RAFTER
2.
1.
3.
4.
14'-10"8'-3"9'-3"13'-6"2' O.C.ALUMAWOOD SHADE TRELLIS- 'B'
LOT 60
SCALE: 1/4" = 1'-0"
C-08
1.POST- 10" X 10" -ALUMAWOOD®
2.BEAM- 3" X 8" - CORBEL EDGE -ALUMAWOOD®
3.RAFTER- 3" X 8" - CORBEL EDGE -ALUMAWOOD®
4.TRELLIS- 2" X 3"- BEVELED EDGE -ALUMAWOOD®
NOTE: REFER TO MANUFACTURER'S
STRUCTURAL DRAWING ANDCALCULATIONS FOR
STRUCTURE. CONTRACTOR SHALL BE
RESPONSIBLE FOR OBTAINING PERMITS FOR
STRUCTURE 9'8"8"2"10"
13'-6"
1'-4"
3"
15'-8"
5"
5" O.C.5" O.C.
1.
2.
3.
4.
SECTION 'A'9'2' O.C.2' O.C.2' O.C.2' O.C.2' O.C.2' O.C.8"8"2"10"
13'-8"
11'-51
2"
1'-4"
3"
81
2"
1.
2.
3.
4.
SECTION 'B'
2.
1.
3.
4.2' O.C.PLAN 'A'-TRELLIS
PLAN 'B'-BEAM AND RAFTER 13'-8"12'-112"13'-6"
14'-10"
ALUMAWOOD SHADE TRELLIS- 'C'
LOT 211
SCALE: 1/4" = 1'-0"
C-10 9'1.POST- 10" X 10" -ALUMAWOOD®
2.BEAM- 3" X 8" - CORBEL EDGE -ALUMAWOOD®
3.RAFTER- 3" X 8" - CORBEL EDGE -ALUMAWOOD®
4.TRELLIS- 2" X 3"- BEVELED EDGE -ALUMAWOOD®
2' O.C.2' O.C.2' O.C.2' O.C.2' O.C.2' O.C.2' O.C.2' O.C.8"8"2"10"
17'-8"
15'-2"
1'-4"
3"9'8"8"2"10"
15'-2"
1'-4"
3"
81
2"
17'-8"
7"
5" O.C.5" O.C.
NOTE: REFER TO MANUFACTURER'S
STRUCTURAL DRAWING
ANDCALCULATIONS FOR STRUCTURE.
CONTRACTOR SHALL BE RESPONSIBLE
FOR OBTAINING PERMITS FOR
STRUCTURE
SECTION 'A'17'-8"16'-6"16'-3"2' O.C.1.
2.
3.
4.
1.
2.
3.
4.
2.
1.
3.
4.
3"1'-4"
SECTION 'B'
PLAN 'A'-TRELLIS
PLAN 'B'-BEAM AND RAFTER
2850 Womble Road, Suite 100-403
San Diego, CA 92106 619-795-7603 www.insitelandarch.com LICENSED L A N D SCAPE A
R
C
H
I
TECTST
A
T
E OF C A L IF O RNIANo. 4547Tim J a c h l ewsk
i JrSignature
Renewal Date
Date
11-30-17
08/2/17
L.1-7
1.
2.
3.
4.
7.
6.
5.
9.
10.
8.2'-10"2'-2"
10"3"3"
16.
17.
12.
13.
14.
15.
1'-8"1'-0"20.
19.
18.3'-5"1. 1.25" THICK GRANITE COOK COUNTERTOP, 1/4 BEVEL EDGES, TYPE,
COLOR, FINISH TO MATCH MODEL INTERIOR
2. WATERPROOF SUBTOP, APPLY THIN ADHESIVE BETWEEN SUBTOP AND
GRANITE
3. 1" SQ. STAINLESS STEEL TUBING FRAME TO SUPPORT SUBTOP AND
GRANTIE COUNTERTOP, SECURE HORIZ. FRAME TO CMU BLOCK, WELD
ALL JOINTS AS REQUIRED, INSTALL VERTICAL FRAME ANCHORS TO
SUPPORT STOOL COUNTER TOP
4. 3/4" THICK, 3.5" HIGH, GRANITE VERTICAL NOSING, MITERED EDGE AT
ALL CORNERS, ADHERE TO SUBTOP NOSING
5. 6X8X16 CMU BLOCK, 8X8X16 CMU BLOCK AT SIDES
6. LANDSCAPE DRAIN, CONNECT TO DRAINAGE SYSTEM
OUTDOOR BARBEQUE - LOT 60
WITH STUCCO FINISH
SCALE: 3/4" = 1'-0"
C-11
7. #4 BARS @ 16" O.C. AND #4 VERTICAL BARS AT 32" O.C.
8. #4 BARS @ 32" O.C., ALTERNATE BENDS IN FOOTING
9. #4 BARS CONTINOUS
10. CONCRETE FOOTING
11. COMPACTED SUBGRADE PER GEOTECHNICAL REPORT
12. GAS BARBEQUE, MANUFACTURER: DELTA HEAT, MODEL: DHBQ32G, OR
ALFRESCO. INSTALL PER MANUFACTURER'S REQUIREMENTS
13. 1.25" THICK GRANITE BARSTOOL COUNTERTOP, 1/4 BEVEL EDGES
14. 1.25" THICK GRANITE BACKSPLASH
15. STAINLESS STEEL ACCESS DOOR, MANUFACTURER: DELTA HEAT,
INSTALL PER MANUFACTURER'S REQUIREMENTS
16. STUCCO FINISH/COLOR TO MATCH MODEL HOME EXTERIOR
17. FINISH GRADE, ADJACENT PAVING
18. FLUSH, WATERPROOF 120V OUTLET WITH COVER BOTH
ENDS
19. 3/4" THICK, 3.5" HIGH, VERTICAL NOSING CONTINUOUS
ON ALL COUNTERTOP SIDES, MITERED EDGE AT ALL
CORNERS
20. 4"X16" STAINLESS STEEL VENT BOTH ENDS
NOTE: PROVIDE COMPLETE SHOP DRAWINGS FOR OWNER
REVIEW AND APPROVAL PRIOR TO INSTALLATION4.75"4.75"SIDE / ELEVATION FRONT / ELEVATION SIDE / SECTION
9'-7"
11.
1. 1.25" THICK GRANITE COOK COUNTERTOP, 1/4 BEVEL EDGES, TYPE,
COLOR, FINISH TO MATCH MODEL INTERIOR
2. WATERPROOF SUBTOP, APPLY THIN ADHESIVE BETWEEN SUBTOP AND
GRANITE
3. 1" SQ. STAINLESS STEEL TUBING FRAME TO SUPPORT SUBTOP AND
GRANTIE COUNTERTOP, SECURE HORIZ. FRAME TO CMU BLOCK, WELD
ALL JOINTS AS REQUIRED
4. 3/4" THICK GRANITE VERTICAL NOSING, CONTINUOUS ON ALL COUNTER
TOP SIDES, MITERED EDGE AT ALL CORNERS, ADHERE TO SUBTOP
NOSING
5. 6X6X16 CMU BLOCK, 8x8x16 CMU BLOCK AT SIDES
6. LANDSCAPE DRAIN, CONNECT TO DRAINAGE SYSTEM
OUTDOOR BARBEQUE - LOT 210
WITH STUCCO FINISH
SCALE: 3/4" = 1'-0"
C-12
7. #4 BARS @ 16" O.C. AND #4 VERTICAL BARS AT 32" O.C.
8. #4 BARS @ 32" O.C., ALTERNATE BENDS IN FOOTING
9. #4 BARS CONTINOUS
10. CONCRETE FOOTING
11. COMPACTED SUBGRADE PER GEOTECHNICAL REPORT
12. GAS BARBEQUE, MANUFACTURER: DELTA HEAT, MODEL: DHBQ32G, OR
ALFRESCO. INSTALL PER MANUFACTURER'S REQUIREMENTS
13. STAINLESS STEEL ACCESS DOOR, MANUFACTURER: DELTA HEAT,
INSTALL PER MANUFACTURER'S REQUIREMENTS
14. STUCCO FINISH/COLOR TO MATCH MODEL HOME EXTERIOR
15. FINISH GRADE, ADJACENT PAVING
16. FLUSH, WATERPROOF 120V OUTLET WITH COVER BOTH
ENDS
17. 3/4" THICK VERTICAL NOSING CONTINUOUS ON ALL
COUNTERTOP SIDES, MITERED EDGE AT ALL CORNERS
18. 4"X16" STAINLESS STEEL VENT BOTH ENDS
NOTE: PROVIDE COMPLETE SHOP DRAWINGS FOR OWNER'S
REVIEW AND APPROVAL PRIOR TO INSTALLLATION
10"3"3"2'-10"1.
2.
3.
4.
7.
6.
5.
9.
10.
8.
3'-0"
SIDE / ELEVATION FRONT / ELEVATION SIDE / SECTION
14.
15.
12.
13.
18.
17.
16.1'-0"10'-4"4.75"11.
2850 Womble Road, Suite 100-403
San Diego, CA 92106 619-795-7603 www.insitelandarch.com LICENSED L A N D SCAPE A
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C
H
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A
T
E OF C A L IF O RNIANo. 4547Tim J a c h l ewsk
i JrSignature
Renewal Date
Date
11-30-17
08/2/17
L.1-8
1. 1.25" THICK GRANITE COOK COUNTERTOP, 1/4 BEVEL EDGES,
TYPE, COLOR, FINISH TO MATCH MODEL INTERIOR
2. WATERPROOF SUBTOP, APPLY THIN ADHESIVE BETWEEN
SUBTOP AND GRANITE
3. 1" SQ. STAINLESS STEEL TUBING FRAME TO SUPPORT SUBTOP
AND GRANTIE COUNTERTOP, SECURE HORIZ. FRAME TO CMU
BLOCK, WELD ALL JOINTS AS REQUIRED, INSTALL VERTICAL
FRAME ANCHORS TO SUPPORT STOOL COUNTER TOP
4. 3/4" THICK, 3.5" HIGH, GRANITE VERTICAL NOSING, MITERED
EDGE AT ALL CORNERS, ADHERE TO SUBTOP NOSING
5. 6X8X16 CMU BLOCK
6. 8X8X16 CMU BLOCK
OUTDOOR BARBEQUE LOT-211
WITH STUCCO FINISH
SCALE: 3/4" = 1'-0"
C-13
7. LANDSCAPE DRAIN, CONNECT TO DRAINAGE SYSTEM
8. #4 BARS @ 16" O.C. AND #4 VERTICAL BARS AT 32" O.C.
9. #4 BARS @ 32" O.C., ALTERNATE BENDS IN FOOTING
10. #4 BARS CONTINUOUS
11. CONCRETE FOOTING
12. COMPACTED SUBGRADE PER GEOTECHNICAL REPORT
13. 1.25" THICK GRANITE TABLETOP, 1/4 BEVEL EDGES
14. GAS BARBEQUE, MANUFACTURER: DELTA HEAT, MODEL:
DHBQ32G, OR ALFRESCO. INSTALL PER MANUFACTURER'S
REQUIREMENTS
15. 1.25" THICK GRANITE BACKSPLASH
16. STAINLESS STEEL ACCESS DOOR, MANUFACTURER: DELTA
HEAT, INSTALL PER MANUFACTURER'S REQUIREMENTS
17. FLUSH, WATERPROOF 120V OUTLET WITH COVER BOTH ENDS
OF COOK COUNTERTOP AND TABLETOP END
18. STUCCO FINISH/COLOR TO MATCH MODEL HOME EXTERIOR
19. 4"X16" STAINLESS STEEL VENT BOTH ENDS
20. FINISH GRADE, ADJACENT PAVING
NOTE: PROVIDE COMPLETE SHOP DRAWINGS FOR OWNER
REVIEW AND APPROVAL PRIOR TO INSTALLATION
REAR / ELEVATION FRONT / ELEVATION SIDE / ELEVATION
SIDE / SECTION
1.
2.
3.
4.
6.
5.
10.
11.
9.
8.
REAR / SECTION
1.
2.
3.
4.
6.
9.
10.
8.
7.
11.
12.
12.
13.
14.
15.
16.
17.
18.
19.
20.
17.3'-5"2'-10"5'-0"5'-0"3'-5"11'-2"4.75"4.75"4.75"
2850 Womble Road, Suite 100-403
San Diego, CA 92106 619-795-7603 www.insitelandarch.com LICENSED L A N D SCAPE A
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H
I
TECTST
A
T
E OF C A L IF O RNIANo. 4547Tim J a c h l ewsk
i JrSignature
Renewal Date
Date
11-30-17
08/2/17
L.1-9
1. 1.25" THICK GRANITE COOK COUNTERTOP, 1/4 BEVEL EDGES, TYPE,
COLOR, FINISH TO MATCH MODEL INTERIOR
2. WATERPROOF SUBTOP, APPLY THIN ADHESIVE BETWEEN SUBTOP AND
GRANITE
3. 1" SQ. STAINLESS STEEL TUBING FRAME TO SUPPORT SUBTOP AND
GRANTIE COUNTERTOP, SECURE HORIZ. FRAME TO CMU BLOCK, WELD
ALL JOINTS AS REQUIRED
4. 3/4" THICK GRANITE VERTICAL NOSING, CONTINUOUS ON ALL COUNTER
TOP SIDES, MITERED EDGE AT ALL CORNERS, ADHERE TO SUBTOP
NOSING
5. 6X6X16 CMU BLOCK, 8X8X16 CMU BLOCK AT SIDES
6. LANDSCAPE DRAIN, CONNECT TO DRAINAGE SYSTEM
OUTDOOR BARBEQUE - LOT 212
WITH STUCCO FINISH
SCALE: 3/4" = 1'-0"
C-14
7. #4 BARS @ 16" O.C. AND #4 VERTICAL BARS AT 32" O.C.
8. #4 BARS @ 32" O.C., ALTERNATE BENDS IN FOOTING
9. #4 BARS CONTINOUS
10. CONCRETE FOOTING
11. COMPACTED SUBGRADE PER GEOTECHNICAL REPORT
12. GAS BARBEQUE, MANUFACTURER: DELTA HEAT, MODEL: DHBQ32G, OR
ALFRESCO. INSTALL PER MANUFACTURER'S REQUIREMENTS
13. STAINLESS STEEL ACCESS DOOR, MANUFACTURER: DELTA HEAT,
INSTALL PER MANUFACTURER'S REQUIREMENTS
14. STUCCO FINISH/COLOR TO MATCH MODEL HOME EXTERIOR
15. FINISH GRADE, ADJACENT PAVING
16. FLUSH, WATERPROOF 120V OUTLET WITH COVER BOTH
ENDS
17. 3/4" THICK VERTICAL NOSING CONTINUOUS ON ALL
COUNTERTOP SIDES, MITERED EDGE AT ALL CORNERS
18. 4"X16" STAINLESS STEEL VENT BOTH ENDS
NOTE: PROVIDE COMPLETE SHOP DRAWINGS FOR OWNER'S
REVIEW AND APPROVAL PRIOR TO INSTALLLATION
10"3"3"2'-10"1.
2.
3.
4.
7.
6.
5.
9.
10.
8.
3'-0"
SIDE / ELEVATION FRONT / ELEVATION SIDE / SECTION
14.
15.
12.
13.
18.
17.
16.1'-0"7'-8"4.75"11.
1. 8"x8" CMU WALL GROUTED SOLID WITH STUCCO FINISH.
COLOR TO BE EQUAL TO LA HABRA 'CHARLESTON' WITH
SANTA BARBARA FINISH. WALL TO SUPPORT FIRE PAN
LIP ON NARROW SIDE
2. #4 VERTICAL REBAR EMBEDDED INTO FOOTING @ 16"
O.C.
3. #4 HORIZONTAL REBAR @ 12" O.C.
4. CONCRETE FOOTING WITH (3) #4 REBAR CONTINUOUS &
#4 VERTICAL REBAR WITH ALTERNATING BENDS
5. 3"x6" STAINLESS STEEL VENT TO BE INSTALLED ON
OPPOSITE SIDES OF WALL (2 LOCATIONS)
6. STAINLESS STEEL ACCESS DOOR WITH MAGNETIC
LATCH
LOT 60 FIRE TABLE
CMU CONSTRUCTION
SCALE: 3/4" = 1'-0"
C-15
1.1'8"SECTION
2.
3.
4.
7.
6.
11.
10.
12.
13.
15.
12. 8" WIDE x 2" THICK CUSTOM PRECAST QUICKCRETE WALL
CAP IN LIGHT ETCH 'HARVEST'. MINIMAL GROUT JOINT
BETWEEN PIECES. MORTAR OVER TOP OF FIRE PAN LIP
AND WALL. MORTAR COLOR TO BE DAVIS 'MC 68 LIGHTEST'
13. VERTICAL EXPANSION JOINT
14. FINISHED SURFACE OF DECK PAVING
15. CONTROL WIRE IN CONDUIT FROM POWER SOURCE TO
IGNITION AND ON/OFF SWITCH. INSTALL OUTDOOR RATED
SWITCH ON EXTERIOR OF FIRE TABLE
16. SOLENOID GAS VALVE #2509 BY WHITE RODGERS, WIRE TO
ON/OFF SWITCH
17. STEEL STUDS TO SUPPORT FIRE PAN AND WIRE GRATING
@ ENDS WHERE FIRE PAN DOES NOT REST ON CMU
16.
ISO VIEW - FIRE PAN (N.T.S.)
2%
5
3"6"3"10"10"
18. 1/8" WIRE GRATE INSTALLED ATOP STEEL STUDS
TO SUPPORT FIRE GLASS
NOTES:
A. ALL MATERIALS TO BE FIRE RATED TO THE EXTENT
NECESSARY
B. FIXED NATURAL GAS PIPING SYSTEM ONLY
C. FOLLOW ALL MANUFACTUER INSTALLATION
INSTRUCTIONS AND LOCAL CODES
D. PROVIDE OWNER WITH REMOTE AND INFORMATION
FOR REMOTE ELECTRONIC IGNITION. THESE FIRE
PIT ARE CAPABLE OF BEING RUN THROUGH A
SMART PHONE. WWW.HCPFIRE.COM
7. MANUAL GAS SHUT OFF VALVE - INSTALL WITHIN
REACH OF ACCESS DOOR
8. 1.5" DEPTH OF AZURIA DECORATIVE FIRE GLASS OR
EQUAL AVAILABLE FROM FIRE PIT OUTFITTERS
9. H-BURNER 54"x16" HWI FIRE PIT INSERT (200K BTU) IN
304 STAINLESS STEEL - FLAME SENSING WITH
ELECTRONIC HOT WIRE IGNITION. PRODUCT LISTING:
HEARTH PRODUCTS CONTROLS
(WWW.HPCFIRE.COM). AVAILABLE THROUGH FIREPIT
OUTFITTERS
10. 3" ATRIUM DRAIN AND LINE CONNECTED TO DECK
DRAIN SYSTEM
11. GAS LINE - SIZE PER FIRE RING SPECIFICATIONS.
SLEEVE TO BE TWICE THE SIZE OF LINE
PLAN SECTION ELEVATION
12.
6.
1.
1.
2.
3.
8.
9.1'-6"2"8.
9.
14.
17.
18.
2850 Womble Road, Suite 100-403
San Diego, CA 92106 619-795-7603 www.insitelandarch.com LICENSED L A N D SCAPE A
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C
H
I
TECTST
A
T
E OF C A L IF O RNIANo. 4547Tim J a c h l ewsk
i JrSignature
Renewal Date
Date
11-30-17
08/2/17
L.1-10
1. 8"x8" CMU WALL GROUTED SOLID WITH STUCCO FINISH.
COLOR TO MATCH ARCHITECTURE. WALL TO SUPPORT
FIRE PAN LIP ON NARROW SIDE
2. #4 VERTICAL REBAR EMBEDDED INTO FOOTING @ 16"
O.C.
3. #4 HORIZONTAL REBAR @ 12" O.C.
4. CONCRETE FOOTING WITH (3) #4 REBAR CONTINUOUS &
#4 VERTICAL REBAR WITH ALTERNATING BENDS
5. 3"x6" STAINLESS STEEL VENT TO BE INSTALLED ON
OPPOSITE SIDES OF WALL (2 LOCATIONS)
6. STAINLESS STEEL ACCESS DOOR WITH MAGNETIC
LATCH
LOT 211 FIRE TABLE
CMU CONSTRUCTION
SCALE: 3/4" = 1'-0"
C-18
1.1'8"SECTION
2.
3.
4.
7.
6.
11.
10.
12.
13.
15.
12. 10" WIDE x 3" THICK CUSTOM PRECAST QUICKCRETE WALL
CAP IN LIGHT ETCH 'HARVEST'. MINIMAL GROUT JOINT
BETWEEN PIECES. MORTAR OVER TOP OF FIRE PAN LIP
AND WALL. MORTAR COLOR TO BE DAVIS 'MC 68 LIGHTEST'
13. VERTICAL EXPANSION JOINT
14. FINISHED SURFACE OF DECK PAVING
15. CONTROL WIRE IN CONDUIT FROM POWER SOURCE TO
IGNITION AND ON/OFF SWITCH. INSTALL OUTDOOR RATED
SWITCH ON EXTERIOR OF FIRE TABLE
16. SOLENOID GAS VALVE #2509 BY WHITE RODGERS, WIRE TO
ON/OFF SWITCH
17. STEEL STUDS TO SUPPORT FIRE PAN AND WIRE GRATING
@ ENDS WHERE FIRE PAN DOES NOT REST ON CMU
16.
ISO VIEW - FIRE PAN (N.T.S.)
2%
5.3"6"3"10"10"
18. 1/8" WIRE GRATE INSTALLED ATOP STEEL STUDS
TO SUPPORT FIRE GLASS
NOTES:
A. ALL MATERIALS TO BE FIRE RATED TO THE EXTENT
NECESSARY
B. FIXED NATURAL GAS PIPING SYSTEM ONLY
C. FOLLOW ALL MANUFACTUER INSTALLATION
INSTRUCTIONS AND LOCAL CODES
D. PROVIDE OWNER WITH REMOTE AND INFORMATION
FOR REMOTE ELECTRONIC IGNITION. THESE FIRE
PIT ARE CAPABLE OF BEING RUN THROUGH A
SMART PHONE. WWW.HCPFIRE.COM
7. MANUAL GAS SHUT OFF VALVE - INSTALL WITHIN
REACH OF ACCESS DOOR
8. 1.5" DEPTH OF BLACK LAVA ROCK WITH 'COTTAGE
WHITE' FIRE BALLS IN MIXED SIZES AFG-FBL-CW-18-M
ATOP
9. H-BURNER 54"x16" HWI FIRE PIT INSERT (200K BTU) IN
304 STAINLESS STEEL - FLAME SENSING WITH
ELECTRONIC HOT WIRE IGNITION. PRODUCT LISTING:
HEARTH PRODUCTS CONTROLS
(WWW.HPCFIRE.COM). AVAILABLE THROUGH FIREPIT
OUTFITTERS
10. 3" ATRIUM DRAIN AND LINE CONNECTED TO DECK
DRAIN SYSTEM
11. GAS LINE - SIZE PER FIRE RING SPECIFICATIONS.
SLEEVE TO BE TWICE THE SIZE OF LINE
PLAN SECTION ELEVATION
12.
6.
1.
1.
2.
3.
8.
9.1'-6"3"8.
9.
14.
17.
18.
6'-8"2'-8"6'-8"
1'-6"
1"1"3"1. C.I.P. CONCRETE WALL. INTEGRAL COLOR DAVIS
'WESTERN GOLD' WITH LIGHT ETCH FINISH. FINISHED
WALL TO BE SACKED AND PATCHED. WALL TO SUPPORT
FIRE PAN LIP
2. #4 VERTICAL REBAR EMBEDDED INTO FOOTING @ 14"
O.C.
3. #4 HORIZONTAL REBAR @ 12" O.C.
4. CONCRETE FOOTING WITH (3) #4 REBAR CONTINUOUS &
#4 VERTICAL REBAR WITH ALTERNATING BENDS
5. 3"x6" STAINLESS STEEL VENT TO BE INSTALLED ON
OPPOSITE SIDES OF CONCRETE WALL (2 LOCATIONS)
6. STAINLESS STEEL ACCESS DOOR WITH MAGNETIC
LATCH
7. MANUAL GAS SHUT OFF VALVE - INSTALL WITHIN REACH
OF ACCESS DOOR
8. 2" DEPTH OF GREY ROLLED LAVA STONE IN 1"-2" SIZE.
LOT 212 FIRE TABLE
CAST IN PLACE CONCRETE
SCALE: 3/4" = 1'-0"
C-17
9. PENTA BURNER 31" HWI FIRE PIT INSERT (200K BTU)
IN 304 STAINLESS STEEL - FLAME SENSING WITH
ELECTRONIC HOT WIRE IGNITION. PRODUCT
LISTING: HEARTH PRODUCTS CONTROLS
(WWW.HPCFIRE.COM). AVAILABLE THROUGH
FIREPIT OUTFITTERS
10. 3" ATRIUM DRAIN AND LINE CONNECTED TO DECK
DRAIN SYSTEM
11. GAS LINE - SIZE PER FIRE RING SPECIFICATIONS.
SLEEVE TO BE TWICE THE SIZE OF LINE
12. 9" WIDE x 3" THICK CUSTOM PRECAST QUICKCRETE
WALL CAP IN LIGHT ETCH 'LATTE'. MINIMAL GROUT
JOINT BETWEEN PIECES. MORTAR OVER TOP OF
FIRE PAN LIP AND WALL. MORTAR COLOR TO BE
DAVIS 'MC 58 DARK'.
13. VERTICAL EXPANSION JOINT
14. FINISHED SURFACE OF DECK PAVING
1.3"1'-3"1'8"SECTION PLAN SECTION ELEVATION
1.
2.
2.
3.
3.
4.
5.
7.3"6"3"10"10"4'4'
1
2"
6.
8.
9.
9.
8.
5.
10.
11.
12.
12.
6.
1.13.
14.
15.
15. CONTROL WIRE IN CONDUIT FROM POWER SOURCE
TO IGNITION AND ON/OFF SWITCH. INSTALL
OUTDOOR RATED SWITCH ON EXTERIOR OF FIRE
TABLE
16. SOLENOID GAS VALVE #2509 BY WHITE RODGERS,
WIRE TO ON/OFF SWITCH
NOTES:
A. ALL MATERIALS TO BE FIRE RATED TO THE EXTENT
NECESSARY
B. FIXED NATURAL GAS PIPING SYSTEM ONLY
C. FOLLOW ALL MANUFACTUER INSTALLATION
INSTRUCTIONS AND LOCAL CODES
D. PROVIDE OWNER WITH REMOTE AND INFORMATION
FOR REMOTE ELECTRONIC IGNITION. THESE FIRE
PIT ARE CAPABLE OF BEING RUN THROUGH A
SMART PHONE. WWW.HCPFIRE.COM
16.
ISO VIEW - FIRE
PAN (N.T.S.)
2%
NOTE: CONCRETE SHALL HAVE TYPE
V CEMENT AND SULFATE RESISTANT
MIX PER GEOTECHNICAL REPORT
1. COLORED CONCRETE HEADER, 6" WIDE. 1/4"
RADIUS EDGES, EXPANSION JOINT MID-WAY
IN LENGTH, CONTROL JOINTS 10' O.C.
2. #3 BARS CONTINUOUS, 2 LOCATIONS, LAP
12" AT SPLICE
3. 2X6 TREX HEADER, CONTINUOUS ALL
SIDES, MITER JOINTS AT CORNERS
4. (2) 3/8" EXPANSION BOLTS, SPACING 24"
O.C.
5. CRUSHED OYSTER SHELL TOPPING, 1/2"
DEPTH
LOT 211 - BOCCE BALL COURT
SCALE: 1 1/2" = 1'-0"
C-16
SLOPE AWAY
D.G. MULCH
SLOPE AWAY
TURF
2.
3.
1.
4.
5.
6.9.5"112"SLOPE TO
DRAIN
9.7.
8.
6. DECOMPOSED GRANITE (COMPACTED), 3"
DEPTH
7. MIRAFI MSCAPE FLITER FABRIC
8. COMPACTED SUB GRADE THROUGHOUT
9. NDS EZ-1001F FRENCH DRAIN, CENTER IN
COURT LENGTH, CONNECT TO SITE DRAINAGE
SYSTEM
NOTE: SEE PLAN FOR LAYOUT AND DIMENSIONS
NOTE: CONCRETE SHALL HAVE TYPE
V CEMENT AND SULFATE RESISTANT
MIX PER GEOTECHNICAL REPORT
2850 Womble Road, Suite 100-403
San Diego, CA 92106 619-795-7603 www.insitelandarch.com LICENSED L A N D SCAPE A
R
C
H
I
TECTST
A
T
E OF C A L IF O RNIANo. 4547Tim J a c h l ewsk
i JrSignature
Renewal Date
Date
11-30-17
08/2/17
L.1-11
1. 8"x8" CMU WALL GROUTED SOLID WITH STUCCO FINISH.
COLOR TO MATCH ARCHITECTURE. WALL TO SUPPORT
FIRE PAN LIP ON NARROW SIDE
2. #4 VERTICAL REBAR EMBEDDED INTO FOOTING @ 16"
O.C.
3. #4 HORIZONTAL REBAR @ 12" O.C.
4. CONCRETE FOOTING WITH (3) #4 REBAR CONTINUOUS &
#4 VERTICAL REBAR WITH ALTERNATING BENDS
5. 3"x6" STAINLESS STEEL VENT TO BE INSTALLED ON
OPPOSITE SIDES OF WALL (2 LOCATIONS)
6. STAINLESS STEEL ACCESS DOOR WITH MAGNETIC
LATCH
LOT 210 FIRE TABLE
CMU CONSTRUCTION
SCALE: 3/4" = 1'-0"
C-19
1
1'8"SECTION
2
3
4
7
6
11
10
12
13
15
12. 10" WIDE x 3" THICK CUSTOM PRECAST QUICKCRETE WALL
CAP IN LIGHT ETCH 'HARVEST'. MINIMAL GROUT JOINT
BETWEEN PIECES. MORTAR OVER TOP OF FIRE PAN LIP
AND WALL. MORTAR COLOR TO BE DAVIS 'MC 68 LIGHTEST'
13. VERTICAL EXPANSION JOINT
14. FINISHED SURFACE OF DECK PAVING
15. CONTROL WIRE IN CONDUIT FROM POWER SOURCE TO
IGNITION AND ON/OFF SWITCH. INSTALL OUTDOOR RATED
SWITCH ON EXTERIOR OF FIRE TABLE
16. SOLENOID GAS VALVE #2509 BY WHITE RODGERS, WIRE TO
ON/OFF SWITCH
17. STEEL STUDS TO SUPPORT FIRE PAN AND WIRE GRATING
@ ENDS WHERE FIRE PAN DOES NOT REST ON CMU
16
ISO VIEW - FIRE PAN (N.T.S.)
2%
5
3"6"3"10"10"
18. 1/8" WIRE GRATE INSTALLED ATOP STEEL STUDS
TO SUPPORT FIRE GLASS
NOTES:
A. ALL MATERIALS TO BE FIRE RATED TO THE EXTENT
NECESSARY
B. FIXED NATURAL GAS PIPING SYSTEM ONLY
C. FOLLOW ALL MANUFACTUER INSTALLATION
INSTRUCTIONS AND LOCAL CODES
D. PROVIDE OWNER WITH REMOTE AND INFORMATION
FOR REMOTE ELECTRONIC IGNITION. THESE FIRE
PIT ARE CAPABLE OF BEING RUN THROUGH A
SMART PHONE. WWW.HCPFIRE.COM
7. MANUAL GAS SHUT OFF VALVE - INSTALL WITHIN
REACH OF ACCESS DOOR
8. 1.5" DEPTH OF 1/2" EVERGREEN FIRE GLASS
9. H-BURNER 54"x16" HWI FIRE PIT INSERT (200K BTU) IN
304 STAINLESS STEEL - FLAME SENSING WITH
ELECTRONIC HOT WIRE IGNITION. PRODUCT LISTING:
HEARTH PRODUCTS CONTROLS
(WWW.HPCFIRE.COM). AVAILABLE THROUGH FIREPIT
OUTFITTERS
10. 3" ATRIUM DRAIN AND LINE CONNECTED TO DECK
DRAIN SYSTEM
11. GAS LINE - SIZE PER FIRE RING SPECIFICATIONS.
SLEEVE TO BE TWICE THE SIZE OF LINE
PLAN SECTION ELEVATION
12
6
1
1
2
3
8
9
1'-6"3"8
9
14
17
18
6'-8"2'-8"6'-8"
1'-6"
1"1"3"10"
FOUNTAIN WATERPROOFING
TYPICAL CONDITION
SCALE: NTS
C-20
1.
1. WATER FOUNTAIN BASIN. CIP SHELL
2. LATICRETE SCRATCH AND LEVELING BED
3. LATICRETE 9235 WATERPROFF MEMBRANE
4. LATICRETE LATEX THINSET MORTAR
5. TILE PER FOUNTAIN DETAIL
6. LATICRETE SPECTRALOCK GROUT OR TRI-POLY MIXED W 1776 GROUT ADMIX
NOTES:
A. LATICRETE 226 THICK BED MORTAR MIXED WITH LATICRETE 3701 MORTAR
ADMIX FOR WALL. RENDER DIRECT BOND TO CONCRETE TANK WALLS OR SEMI
DRY MORTAR BED FOR FLOOR APPLICATIONS
B. LATICRETE 9235 WATERPROOF MEMBRANE IS LIQUID APPLIED. REINFORCING
FABRIC (TWO PLYS AT COVERS AND CORNERS).
C. LATICRETE 4237 LATEX THINSET MORTAR ADDITIVE MIXED W/ LATICRETE 211
CRETE FILLER POWDER OR LATICRETE 254 PLATINUM MULTIPURPOSE THIN-SET
MORTAR
D. LATICRETE SPECTRALOCK GROUT OR LATICRETE TRI-POLY FORTIFIED GROUT
WITH LATICRETE 1776 GROUT ADMIX PLUS MICROBAN
E. INSTALLATION TO CURE 14 DAYS BEFORE FILLING POOL WATER
2.
3.
4.
5.
6.
1. WATER FEATURE CONTROLLER. LOCATE ON BACK SIDE OF FOUNTAIN OR
INSIDE GARAGE. VERIFY WITH DEVELOPER
2. MECHANICAL PUMP & ELECTRICAL SYSTEM
3. POWER SUPPLY LINE PER FOUNTAIN REQUIREMENTS
4. SUCTION FITTING FOR WATER RETURN
5. WATER LEVEL CONTROL SENSOR LOCATED ON FRONT WALL OF FOUNTAIN
6. FOUNTAIN BASIN PER PLAN
7. OVERFLOW FITTING. LOCATE IN LOW VISIBILITY CORNER OF FOUNTAIN
8. WATER SUPPLY BACKFLOW IN IRRIGATION BOX LOCATED BEHIND FOUNTAIN
9. DRAIN PIPE CONNECTED TO SEWER SYSTEM
10. WATER NOZZLE / EMITTER PER FOUNTAIN DETAIL
11. LIGHT FIXTURE IF NECESSARY
12. FILTER DISCHARGE PIPE
13. SUCTION PIPING
NOTE:
CONTRACTOR SHALL PROVIDE ELECTRICAL CONNECTION TO CONTROLLER
WATER FEATURE CIRCULATION
TYPICAL LAYOUT
SCALE: N.T.S.
C-21
1.
3.
9.9.
4.
5.
6.
7.
8.
10.
11.
12.
12.
12.2.
13.
LOT 60 WATER FEATURE
WEIR WATER SPILLWAY CONSTRUCTION
SCALE: 1/2" = 1'-0"
C-22
1. 10" WIDE x 2" THICK CUSTOM PRECAST QUICKCRETE WALL CAP IN
LIGHT ETCH 'HARVEST'. MINIMAL GROUT JOINT BETWEEN PIECES.
MORTAR COLOR TO BE DAVIS 'MC 68 LIGHTEST'
2. C.I.P. NATURAL COLOR CONCRETE FOUNTAIN BASIN. NO BLOCK
ALLOWED IN ADJACENT TO STANDING WATER. STUCCO FINISH TO
BE EQUAL TO LA HABRA 'CHARLESTON' WITH SANTA BARBARA
FINISH
3. #4 VERTICAL & HORIZONTAL REBAR @ 16" O.C. EACH WAY
4. NPT TILE 'COBALT OCENA DECO' CAS320. TILE INSIDE OF BASIN
5. WATER LEVEL
6. 4" DEPTH OF DECORATIVE STONES TO BE 'MEXICAN SUNBURST
PEBBLES' 3"-5"
7. STAINLESS STEEL 24" SHEER FALL WATERFALL WEIR SUCH AS
(SEG2025D FROM PONDUSA.COM)1'-6"1'-6"8"4'2'-10"1'-6"3'8"1'-6"8"
1.
1.
2.
3.
5.
6.
7.
1.
1.
4.
7.
NOTE: CONTRACTOR TO REVIEW
STANDARD WATERPROOFING AND
CIRCULATION DETAILS AND PROVIDE
SHOP DRAWINGS TO LANDSCAPE
ARCHITECT AND CLIENT FOR REVIEW
OF ALL EQUIPMENT FOR THIS
FOUNTAIN. DRAWINGS TO INCLUDE ALL
REINFORCEMENT, EQUIPMENT, POOL
TILE, LIGHTING, WATERPROOFING AND
CONSTRUCTION.
SECTION
ELEVATION PLAN
LOT 212 WATER FEATURE
C.I.P WALL WITH SPILLOVER ON TOP
SCALE: 1/2" = 1'-0"
C-23
6. WATER FEEDER TUBE WITH THE ABILITY TO THROTTLE
UP/DOWN FROM CONTROLLER TO CONTROL SPILLOVER FLOW
7. 1/4" STEEL TROUGH TO RUN ENTIRE PERIMETER OF FEATURE
TO HOLD RIVER ROCK. AREAS IN FRONT OF SPILLOVER TO
HAVE STEEL ON SIDES ONLY AND ALLOW DIRECT FLOW TO
BASIN
8. DISCHARGE TUBE
9. ADJACENT PAVING SET FLUSH WITH TOP OF RIVER ROCK
NOTE: CONTRACTOR TO REVIEW STANDARD WATERPROOFING AND CIRCULATION DETAILS
AND PROVIDE SHOP DRAWINGS TO LANDSCAPE ARCHITECT AND CLIENT FOR REVIEW OF
ALL EQUIPMENT FOR THIS FOUNTAIN. DRAWINGS TO INCLUDE ALL REINFORCEMENT,
EQUIPMENT, POOL TILE, LIGHTING, WATERPROOFING AND CONSTRUCTION.3'-6"1.
2.
3.
4.
5.
6.
7.
1'4"1'-2"1'2'
1. 1/8" STEEL PLATE
ANCHORED TO CONCRETE
FOUNTAIN WALL. EPOXY TO
BE WATER TIGHT AND WELD
TO TOP AND BOTTOM PAN
FOR CONTINUOUS METAL
FACE.WATER LEVEL
2. 4" DEPTH OF DECORATIVE
STONES TO BE 'MEXICAN
SUNBURST PEBBLES' 3"-5"
3. 1/2" THICK CUSTOM
STAINLESS STEEL WATER
SPILLOVER TROUGH. SET
ONE SIDE 1/2" LOWER
ACROSS ENTIRE RIM FOR
RIM FLOW-OVER EFFECT.
ANCHOR INTO C.I.P. WALL
WITH STEEL PEGS WELDED
AT BOTTOM
4. C.I.P. WALL WITH #4 REBAR
@ 16" O.C. BOTH WAYS
5. PLASTIC WATER FEATURE
BASIN TO RUN ENTIRE
LENGTH OF FEATURE.
RETURN WATER SYSTEM TO
BE CONNECTED FOR LOOP.
USE REMOVABLE PLASTIC
GRATE
9.
8.
NOTE: CONCRETE
SHALL HAVE TYPE V
CEMENT AND
SULFATE RESISTANT
MIX PER
GEOTECHNICAL
REPORT
2850 Womble Road, Suite 100-403
San Diego, CA 92106 619-795-7603 www.insitelandarch.com LICENSED L A N D SCAPE A
R
C
H
I
TECTST
A
T
E OF C A L IF O RNIANo. 4547Tim J a c h l ewsk
i JrSignature
Renewal Date
Date
11-30-17
08/2/17
L.1-12
1.
2.
3.
4.
5.
6.
7.
8.
9.
10.
11.
12.
13.
14.
15.
LOT 210-URN WATER FEATURE
SCALE: 3/4" = 1'-0"
C-25
1. ALTUM AQUABOX, 220 GAL. CAPACITY, VENDOR: AQUA BELLA
2. 2" - 3" SIZE BLACK MEXICAN BEACH PEBBLES, MIN. 4" DEPTH
3. AQUABOX GRATE
4. LARGE MAG DRIVE FOUNTAIN PUMP, 1300 GPH, 120V - 110
WATTS
5. 3/4" CRUSHED ROCK
6. COMPACTED SAND SETTING BED, MIN. 6" DEPTH
7. COMPACTED SUBGRADE PER GEOTECHNICAL REPORT
8. FOUNTAIN VASE, GLAZED, MODEL NO.:
FNT50279, VENDOR: AQUA BELLA
9. 3/4" PVC VERTICAL SUPPLY LINE
10. ADJUSTABLE VALVE
11. STANDPIPE ASSEMBLY
12. LED UPLIGHT, WATERPROOF
13. AUTO-FILL VALVE FITTING
14. CONCRETE HEADER OR UNIT PAVER EDGE, SEE
DETAIL
15. ISOLATION BALL VALVE AND VALVE BOX,
LOCATION IN PLANTING AREA
NOTE: CONTRACTOR TO
REVIEW STANDARD
WATERPROOFING AND
CIRCULATION DETAILS AND
PROVIDE SHOP DRAWINGS
TO LANDSCAPE
ARCHITECT AND CLIENT
FOR REVIEW OF ALL
EQUIPMENT FOR THIS
FOUNTAIN. DRAWINGS TO
INCLUDE ALL
REINFORCEMENT,
EQUIPMENT, POOL TILE,
LIGHTING,
WATERPROOFING AND
CONSTRUCTION.
CONTRACTOR SHALL
STUCCO THE BACK SIDE OF
WATER FEATURE TO
MATCH ARCHITECTURESECTION
ELEVATION
PLAN
LOT 211 WATER FEATURE
SCUPPER WATER SPILLWAY CONSTRUCTION
SCALE: 1/2" = 1'-0"
C-24
SECTION @ FOUNTAIN
SECTION @ WALL
1. 10" WIDE x 2" THICK CUSTOM PRECAST QUICKCRETE WALL CAP IN LIGHT ETCH 'HARVEST'. MINIMAL GROUT JOINT BETWEEN PIECES. MORTAR COLOR TO BE
DAVIS 'MC 68 LIGHTEST'
2. C.I.P. NATURAL COLOR CONCRETE FOUNTAIN BASIN. NO BLOCK ALLOWED IN ADJACENT TO STANDING WATER. TILE FINISH TO BE MOONBEAM COBALT BLUE
(STB808) FROM NPT POOL TILE.
3. #4 VERTICAL & HORIZONTAL REBAR @ 16" O.C. EACH WAY
4. NPT TILE MOONBEAM COBALT BLUE (STB808). TILE INSIDE OF BASIN AND ENTIRE FRONT FACE OF FEATURE WALL
5. WATER LEVEL
6. 4" DEPTH OF DECORATIVE STONES TO BE 'MEXICAN SUNBURST PEBBLES' 3"-5"
7. (3) WALL SPOUTS SUCH AS 'ATLANTIC WATER GARDENS RAVENNA BRASS WALL SPOUT' FROM PONDUSA.COM
8. 6"x8" CMU WALL GROUTED SOLID WITH TILE FINISH. TILE TO BE: MOONBEAM COBALT BLUE (STB808) FROM NPT POOL TILE.
9. PLANTER POT. SEE PLANTER POT ON PILASTER DETAIL FOR DRAINAGE AND LAYOUT INFORMATION2"1'-10"10"1'1'
2'1'5'3'-101
2"1'-6"1'-9"1'-9"R2
'
-
2
"
R
3
'
-
8
"1'1'-9"10"3'1'-6"2'2'-8"1'-4"1.
1.
1.2.
2.
3.
3.
4.5.
6.
7.
8.
9.9.
NOTE: CONCRETE SHALL HAVE TYPE
V CEMENT AND SULFATE RESISTANT
MIX PER GEOTECHNICAL REPORT LOT 212 PLANTER WALL
CAST IN PLACE CONCRETE
SCALE: 1" = 1'-0"
C-26
11. POURED IN PLACE STAIRS PER DETAIL X/LC-XX
12. BAJA LEDGE & POOL PER POOL CONTRACTOR
NOTES:
A. ALL POURED IN PLACE CONCRETE WORK TO BE
COORDINATED WITH POOL INSTALLATION.
B. PLANTER WALL SERVES AS SWIMMING POOL WALL.
PROPER CONCRETE POURING AND WATER RATED
MATERIALS TO BE COORDINATED
PLAN
SCALE: 1/4" = 1'-0"
1. C.I.P. CONCRETE WALL. INTEGRAL COLOR DAVIS 'WESTERN
GOLD' WITH LIGHT ETCH FINISH. FINISHED WALL TO BE
SACKED AND PATCHED
2. 9" WIDE x 3" THICK CUSTOM PRECAST QUICKCRETE WALL
CAP IN LIGHT ETCH 'LATTE'. MINIMAL GROUT JOINT
BETWEEN PIECES. MORTAR OVER TOP OF FIRE PAN LIP
AND WALL. MORTAR COLOR TO BE DAVIS 'MC 58 DARK'.
3. #4 VERTICAL REBAR @ 14" O.C. ALL LOCATIONS. FOOTING
CONDITION - EMBED INTO FOOTING WITH ALTERNATING
BENDS. POOL WALL CONDITIONS TO BE COORDINATED
WITH POOL CONTRACTOR AND POURED AS ONE WALL
4. #4 HORIZONTAL REBAR CONTINUOUS @ 12" O.C.1'-6"1'1'3"8"
2'
SECTION
1
POOL
POOL
DECK
STEPS
+0+6+12+18+24
+24
+24
+42
COPING+42
~+22 WATER LINE
+40
+16
+31
8'3'2'-6"
R4'-
51
2"
SUNKEN SEATING
AREA DECK
WATER LINE
5. CONCRETE FOOTING WITH (3) #4 REBAR
CONTINUOUS & #4 REBAR 12" O.C.
6. VERTICAL EXPANSION JOINT
7. 4" DRAIN PIPE WERAPPED IN CRUSHED
GRAVEL AND FILTER FABRIC
8. PARASEAL WATER PROOFING
MEMBRANE. INSTALL PER
MANUFACTURER'S RECOMMENDATIONS
9. SUBGRADE PER GEOTECHNICAL REPORT
10. POURED IN PLACE SEAT WALL PER
DETAIL X/LC-XX
1
2
3
4
5
6
7
8
9
10
11
12
NOTE: CONCRETE SHALL HAVE TYPE
V CEMENT AND SULFATE RESISTANT
MIX PER GEOTECHNICAL REPORT
LOT 211 PLANTER WALL
CMU CONSTRUCTION
SCALE: 1" = 1'-0"
C-27
NOTES:
A. ALL POURED IN PLACE CONCRETE WORK TO BE
COORDINATED WITH POOL INSTALLATION.
B. PLANTER WALL SERVES AS SWIMMING POOL WALL.
PROPER CONCRETE POURING AND WATER RATED
MATERIALS TO BE COORDINATED
1. 8"x8" CMU WALL GROUTED SOLID WITH STUCCO FINISH.
COLOR TO MATCH ARCHITECTURE
2. 10" WIDE x 3" THICK CUSTOM PRECAST QUICKCRETE WALL
CAP IN LIGHT ETCH 'HARVEST'. MINIMAL GROUT JOINT
BETWEEN PIECES. MORTAR COLOR TO BE DAVIS 'MC 68
LIGHTEST
3. #4 VERTICAL REBAR @ 14" O.C. ALL LOCATIONS. FOOTING
CONDITION - EMBED INTO FOOTING WITH ALTERNATING
BENDS. POOL WALL CONDITIONS TO BE COORDINATED WITH
POOL CONTRACTOR AND POURED AS ONE WALL
4. #4 HORIZONTAL REBAR CONTINUOUS @ 12" O.C.
5. CONCRETE FOOTING WITH (3) #4 REBAR
CONTINUOUS & #4 REBAR 12" O.C.
6. 4" DRAIN PIPE WRAPPED IN CRUSHED
GRAVEL AND FILTER FABRIC
7. PARASEAL WATER PROOFING MEMBRANE.
INSTALL PER MANUFACTURER'S
RECOMMENDATIONS
8. SUBGRADE PER GEOTECHNICAL REPORT
9. POOL WALL BY POOL CONTRACTOR
WATER LINE
1
2
3
1'SECTION
10"10"3"3'8"2'-2"
5
6
8
4
7
9
2850 Womble Road, Suite 100-403
San Diego, CA 92106 619-795-7603 www.insitelandarch.com LICENSED L A N D SCAPE A
R
C
H
I
TECTST
A
T
E OF C A L IF O RNIANo. 4547Tim J a c h l ewsk
i JrSignature
Renewal Date
Date
11-30-17
08/2/17
L.1-13
1. 10" WIDE x 3" THICK CUSTOM PRECAST QUICKCRETE WALL CAP IN
LIGHT ETCH 'HARVEST'. MINIMAL GROUT JOINT BETWEEN PIECES.
MORTAR OVER TOP OF FIRE PAN LIP AND WALL. MORTAR COLOR
TO BE DAVIS 'MC 68 LIGHTEST'
2. 8"x8" CMU WALL GROUTED SOLID WITH STUCCO FINISH. COLOR TO
MATCH ARCHITECTURE.
3. (2) #4 BARS @ 12" O.C. AND #4 VERTICAL BARS @ 32" O.C.
4. #4 BARS @ 32" O.C., ALTERNATE BENDS IN FOOTING
5. CONCRETE FOOTING
6. FINISH GRADE
7. (3) #4 BARS CONTINUOUS
1'-6" CMU FREESTANDING WALL
WITH STUCCO FINISH
SCALE: 1/2" = 1'-0"
C-28
FRONT SIDE
1.
2.
5.
6.
3.
1.1'2'-3"8"3" CLR.TYP.1'-3"3"10"
4.
7.
2.
PILASTER WITH POT
CMU CONSTRUCTION
SCALE: 1/2" = 1'-0"C-29
SECTION @ POOL LOCATIONS1'-4"2"2'-4"1'-4"1'1. 8"x8" CMU WALL GROUTED SOLID WITH TILE FINISH. TILE TO
BE:COBALT OCEAN DECO (CAS320) FROM NPT POOL TILE.
2. #4 VERTICAL REBAR @ EACH CORNER OF PILASTER. EMBEDDED INTO
FOOTING WITH BENDS AS SHOWN
3. #4 HORIZONTAL REBAR HOOP @ 16" O.C.
4. CONCRETE FOOTING WITH (3) #4 REBAR CONTINUOUS & #4 VERTICAL
REBAR @ 12" O.C.
5. DRAIN LINE CONNECTED TO STORM DRAIN SYSTEM
6. 3" ATRIUM DRAIN WITHIN POT COVERED IN 3/4" CRUSHED GRAVEL
AND DRAIN CLOTH
7. IRRIGATION PER IRRIGATION PLANS. RUN IN CONDUIT ADJACENT TO
DRAIN PIPE
8. PLANTER POT MEDIA
9. POT PER PLANTING PLANS
10. WAX SEAL BETWEEN PLANTER POT AND ATRIUM GRATE AND CAP AND PLANTER POT
11. 8"x28"x 2" CUSTOM PRECAST QUICKCRETE PILASTER CAP IN LIGHT ETCH 'HARVEST'.
PLAN FOR GAS LINE THROUGH CAP. MORTAR COLOR TO BE DAVIS 'MC 68 LIGHTEST'
12. VERTICAL EXPANSION JOINT
13. FINISHED SURFACE OF DECK PAVING
14. 3" PERFORATED DRAIN PIPE CONNECTED TO DECK DRAIN SYSTEM. WRAP IN
GRAVEL AND DRAIN CLOTH
15. POOL WALL PER POOL CONTRACTOR. COORDINATE REBAR INSTALLATION
16. ISOLATION JOINT
17. COMPACTED SUBGRADE PER GEOTECHNICAL REPORT
18. CONCRETE FOOTING WITH (3) #4 REBAR CONTINUOUS AND VERTICAL REBAR AT
EACH CORNER. #4 REBAR HORIZONTAL HORIZONTAL @ 18" O.C.
1.
3.
2.
4.
8.
9.
11.
12.13.
15.
16.
14.
17.
SECTION @ FREESTANDING LOCATION
5.
6.
7.
10.
1.
3.
2.
8.
9.
11.
12.
13.
5.
6.
7.
10.
17.
18.1'-4"2"2'1'1'-2"4'
PILASTER WITH FIRE BURNER
CMU CONSTRUCTION
SCALE: 1/2" = 1'-0"
C-30
SECTION2'2"2'
2'-4"1'-4"1'1. 8"x8" CMU WALL GROUTED SOLID WITH TILE FINISH. TILE TO
BE:COBALT OCEAN DECO (CAS320) FROM NPT POOL TILE.
2. #4 VERTICAL REBAR @ EACH CORNER OF PILASTER.
EMBEDDED INTO FOOTING MINIMUM 12"
3. #4 HORIZONTAL REBAR HOOP.
4. CONCRETE FOOTING WITH (3) #4 REBAR CONTINUOUS & #4
VERTICAL REBAR @ 12" O.C.
5. 3"x6" STAINLESS STEEL VENT TO BE INSTALLED ON
OPPOSITE SIDES OF WALL (2 LOCATIONS)
6. STAINLESS STEEL ACCESS DOOR WITH MAGNETIC LATCH
7. MANUAL GAS SHUT OFF VALVE - INSTALL WITHIN REACH OF ACCESS
DOOR
8. 1.5" DEPTH OF AZURIA DECORATIVE FIRE GLASS OR EQUAL AVAILABLE
FROM FIRE PIT OUTFITTERS
9. TEMPE 'TEMP31-EL' ELECTRONIC IGNITION COPPER FIRE BOWL IN
HAMMERED FINISH. ELECTRONIC HOT WIRE IGNITION. PRODUCT LISTING:
HEARTH PRODUCTS CONTROLS (WWW.HPCFIRE.COM). AVAILABLE
THROUGH FIREPIT OUTFITTERS
10. GAS LINE - SIZE PER FIRE BURNER SPECIFICATIONS. SLEEVE TO BE TWICE
THE SIZE OF LINE
11. 8"x28"x 2" CUSTOM PRECAST QUICKCRETE PILASTER CAP IN LIGHT ETCH
'HARVEST'. PLAN FOR GAS LINE THROUGH CAP. MORTAR COLOR TO BE
DAVIS 'MC 68 LIGHTEST'
12. VERTICAL EXPANSION JOINT
13. FINISHED SURFACE OF DECK PAVING
14. SOLENOID GAS VALVE #2509 BY WHITE RODGERS, WIRE TO ON/OFF
SWITCH
15. POOL WALL PER POOL CONTRACTOR. COORDINATE REBAR INSTALLATION
16. ISOLATION JOINT
17. COMPACTED SUBGRADE PER GEOTECHNICAL REPORT
18. 3" PERFORATED DRAIN PIPE CONNECTED TO DECK DRAIN SYSTEM. WRAP
IN GRAVEL & DRAIN CLOTH
NOTES:
A. ALL MATERIALS TO BE FIRE RATED TO THE EXTENT NECESSARY
B. FIXED NATURAL GAS PIPING SYSTEM ONLY
C. FOLLOW ALL MANUFACTUER INSTALLATION INSTRUCTIONS AND LOCAL
CODES
D. PROVIDE OWNER WITH REMOTE AND INFORMATION FOR REMOTE
ELECTRONIC IGNITION. THESE FIRE PIT ARE CAPABLE OF BEING RUN
THROUGH A SMART PHONE. WWW.HCPFIRE.COM
1.
3.
2.
4.
6.
5.
7.
8.
9.
10.
11.
12.13.
14.
15.
16.18.
17.
1. HANGING LIGHT PER LIGHTING PLAN
2. STAINLESS STEEL EYEBOLT WITH LOCKNUT AND (2) WASHERS
3. STAINLESS STEEL EYE AND JAW TURNBUCKLE. JAW SIDE TO
GRAB EYEBOLT @ POST
4. STAINLESS STEEL EYE AND EYE TURNBUCKLE - PLACE AT MID
SPAN
5. 1/8" 7X7 STAINLESS STEEL AIRCRAFT CABLE. USE CRIMPING LOOP
TO FIX TO EYEBOLTS
6. 4"x4" TUBULAR STEEL POST
7. CONCRETE FOOTING (5) #4 VERTICAL REBAR AND (3) #4
HORIZONTAL REBAR HOOPS
8. OPTIONAL HANGING BASKETS, GAZING BALL, OR DECORATIVE ART
PIECE
9. DECORATIVE COBBLE PER PLANS
FESTOON LIGHTING
STEEL POST AND AIRLINE CABLE
SCALE: 1/2" = 1'-0"
C-31
FRONT (WATER
FEATURE SIDE)
BACK (MODEL
HOME SIDE)
NOTES:
A. EPOXY ALL TUBULAR STEEL PENETRATIONS AND USE RUBBER
GASKETS WHEN RUNNING LINES THROUGH STEEL
B. PROVIDE ELECTRICAL CONDUIT THROUGH FROM BELOW GRADE
THROUGH TUBULAR STEEL POST FOR LIGHTING.
C. RUN ELECTRICAL LINE ATOP AIRCRAFT CABLE AND TIE IN PLACE
TO CABLE.
D. PAINT ALL METAL POSTS AND COMPONENTS TO MATCH SHERWIN
WILLIAMS 'ROYCROFT BRONZE GREEN'
E. CENTER OF AIRCRAFT CABLE TO SAG BETWEEN 3" TO 6" AT
CENTER POINT
F. LOWEST POINT OF ANY HANGING OBJECT SHALL BE A MINIMUM
OF 7'-6" ABOVE FINISHED GRADE
1.
1.
SECTION PLAN
MID SPAN
CONNECTION ENLARGEMENT
SCALE: 1"-1'-0"
CONNECTION @ POST
2.
2.
2.
6.
3.
4.
5.
5.5.
3.
4.
4.
4.
4.
5.
5.
6.
5.
8.
9.8'-6"3'-1"1'-6"9'-812"13'-61
2"8'-3"
2850 Womble Road, Suite 100-403
San Diego, CA 92106 619-795-7603 www.insitelandarch.com LICENSED L A N D SCAPE A
R
C
H
I
TECTST
A
T
E OF C A L IF O RNIANo. 4547Tim J a c h l ewsk
i JrSignature
Renewal Date
Date
11-30-17
08/2/17
L.1-14
1. POURED IN PLACE CONCRETE CONCRETE STEPS. INTEGRAL
COLOR DAVIS 'WESTERN GOLD' WITH LIGHT ETCH FINISH. FINISHED
WALL TO BE SACKED AND PATCHED
2. ISOLATION JOINT
3. PAVERS PER PLAN
4. #3 REBAR @ 12" O.C. EACH WAY
5. CONCRETE FOOTING
6. COMPACTED SUBGRADE PER GEOTECHNICAL REPORT
7. #3 REBAR HORIZONTAL CONTINUOUS
8. STAIR NOSING WITH 1/2" RADIUS AND 1/2" RADIUS AT STEP BOTTOM
9. 3" GROOVE STRIP ENTIRE WIDTH OF STAIR
10. DOUBLE LAYER VISQUEEN VAPOR BARRIER UNDER SAND BASE
NOTE:
A. STEP QUANTITY PER PLAN.
CONCRETE STEPS
C.I.P. CONSTRUCTION
SCALE: 3/4" = 1'-0"
C-32
1.1'1'
1'1'1'6"TYP.2.
3.
4.
5.
6.
7.
9.
8.
10.1'-6"NOTE: CONCRETE SHALL HAVE TYPE
V CEMENT AND SULFATE RESISTANT
MIX PER GEOTECHNICAL REPORT
1. 2 RAIL VINYL RANCH FENCE BY DURAMAX BUILDING PRODUCTS. COLOR TO
MATCH EXISTING BROWN COLOR. FINISH TO BE SMOOTH. INCLUDE GOTHIC POST
CAP. INSTALL PER MANUFACTURER'S SPECIFICATIONS.
2. CONCRETE FOOTING WHEN INSTALLED WITHIN PLANTING AREA, SLOPE TOP OF
FOOTING TO DRAIN AWAY.
3. SURFACE MOUNT WHEN INSTALLED AT PAVING. CUT POST LENGTH AS NEEDED
TO HOLD TOP OF FENCE LEVEL.
4. COMPACTED SUBGRADE PER GEOTECHNICAL REPORT.
NOTE:
TOP OF FENCE TO BE HELD LEVEL. ADJUST FENCE POSTS HEIGHTS AS NEED TO
ACCOUNT FOR ALL GRADE DIFFERENCES AND TRANSITIONS AT CURBS.
TRAP FENCING
BROWN VINYL RAIL FENCE
SCALE: 3/4" = 1'-0"
C-33
1.
3.3'-2"1'-10"2"512"11"512"8'
O.C.
5"3"2"10"Ø
4.
2.
LOT 212 SUNKEN SEATING AREA
CAST IN PLACE CONCRETE
SCALE: 1" = 1'-0"
C-34
1. POURED IN PLACE CONCRETE CONCRETE BANQUETTE
WALL. INTEGRAL COLOR DAVIS 'WESTERN GOLD' WITH
LIGHT ETCH FINISH. FINISHED WALL TO BE SACKED AND
PATCHED. SAW CUT EVERY (6) LOCATIONS. 2" RADIUS ON
EXPOSED CORNERS
2. #4 VERTICAL REBAR EMBEDDED INTO POOL WALL @ 14"
O.C.
3. #4 HORIZONTAL REBAR CONTINUOUS @ (11) PLACES
4. VERTICAL EXPANSION JOINT
5. 3" DECK DRAIN LOCATED UNDER BANQUETTE WALL (3)
LOCATIONS. TIE INTO DECK DRAIN SYSTEM
6. SUBGRADE PER GEOTECHNICAL REPORT
7. POURED IN PLACE FIRE PIT PER DETAIL C17/L.1-10
8. POURED IN PLACE WALL PER DETAIL C26/L.1-12
9. POURED IN PLACE CONCRETE STAIRS PER DETAIL
C32/L.1-14
10. WATER LINE PER POOL CONTRACTOR
11. POOL WALL PER POOL CONTRACTOR
12. BAJA LEDGE PER POOL CONTRACTOR
13. PAVING PER PLAN
NOTES:
A. ALL POURED IN PLACE CONCRETE WORK TO BE
COORDINATED WITH POOL INSTALLATION.
B. BANQUETTE WALL SERVES AS SWIMMING POOL
WALL. PROPER CONCRETE POURING AND WATER
RATED MATERIALS TO BE COORDINATED
PLAN
SCALE: 1/4" = 1'-0"
1
2
3
SAWCUT TYP.
4
5
5
6
7
7
9
8
8
10
11
12
12
13
13
1'-4"1'-3"1'1'81
2"
1
0
5
°6"412"2'-3"3'-7"2'-3"
R6'-9"
9
1. SPILLWAY
2. WALL AND PILASTERS PER PLAN
3. SPA
4. POOL
5. TILE TO BE NPT POOL TILE 'CASABLANCA' IN COBALT OCEAN DECO
(CAS320)
NOTE:
CONTRACTOR TO SUBMIT FINAL SHOP DRAWINGS TO OWNER
LANDSCAPE ARCHITECT FOR FINAL APPROVAL OF DESIGN
CAP AND COPING TO MATCH:CUSTOM PRECAST QUICKCRETE CAP
IN LIGHT ETCH 'HARVEST'. MORTAR COLOR TO MATCH DAVIS 'MC
68 LIGHTEST'
TILE TO MATCH PILASTER WITH FIRE C30/L.1-13
LOT 60 SPA WALL WATER FEATURE
TO BE DESIGN BUILD BY POOL CONTRACTOR (THIS DETAIL IS TO SHOW DESIGN INTENT)
SCALE: 1/2" = 1'-0"
C-35 2'1'-8"SPA
POOL
SPA WALL
SPILLWAY
SEAT SPA DECK
WATER LINE
1'-5"2'6'-7"4'-5"4'-5"6'-7"2'2'-5"3'-7"R2'-3"R3'-6"
R4'-6"R4'-6"R6'1.3.2.4.
SECTION
PLAN
ELEVATION
5.
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L.1-15
1. CUSTOM FIRE FEATURE (18' CURVED LINEAR BURNER). CONTACT HPC PRODUCTS
FOR PRICING. RUN FROM SINGLE GAS SUPPLY
2. CUSTOM REMOVEABLE GRATE TO HOLD FIRE RIVER ROCK
3. 2"x2"x1/2" L-ANGLE ANCHORED INTO CONCRETE WALL TO SUPPORT CUSTOM FIRE
BURNER AND GRATE
4. 36" SHEER FALL WATER WEIR. CONTACT PONDUSA.COM FOR PRICING
5. RECESSED TILE TO BE NPT POOL TILE 'IBERIA' IN LA MANCHA
6. WATER LINE FEED
7. GAS LINE FEED
8. ATRIUM GRATE CONNECTED TO STORM DRAIN
9. PRECAST CAP AND SURROUND
10. POOL WALL
NOTE:
CONTRACTOR TO SUBMIT FINAL SHOP DRAWINGS TO OWNER LANDSCAPE
ARCHITECT FOR FINAL APPROVAL OF DESIGN
CAP AND COPING TO MATCH:CUSTOM PRECAST QUICKCRETE CAP IN LIGHT ETCH
'HARVEST'. MORTAR COLOR TO MATCH DAVIS 'MC 68 LIGHTEST'
LOT 212 POOL WALL WATER & FIRE FEATURE
TO BE DESIGN BUILD BY POOL CONTRACTOR (THIS DETAIL IS TO SHOW DESIGN INTENT)
SCALE: 1/2" = 1'-0"
C-36
PLAN
25'-5"1'-5"R30'-9"ELEVATION1'-7"1'-7"1'-5"
SECTION
POOL
PAPA
1.
1.
2.
3.
4.
4.5.
5.
6.
7.
8.
9.
9.
10.
WATER LINE
WATER LINE
LOT 211 POOL WALL WATER
TO BE DESIGN BUILD BY POOL CONTRACTOR (THIS DETAIL IS TO SHOW DESIGN INTENT)
SCALE: 1/2" = 1'-0"
C-37
ELEVATION
WATER LINE
PLAN
POOL
RAISED PLANTER
SECTION
WATER LINE
1. 36" SHEER FALL WATER WEIR. CONTACT PONDUSA.COM FOR PRICING
2. RECESSED TILE TO BE NPT POOL TILE 'MOONBEAM' IN COBALT BLUE
3. WATER LINE FEED
4. PRECAST CAP AND SURROUND
5. POOL WALL
6. PLANTER WALL PER PLANS. RETAINS SOIL BEYOND FOUNTAIN
NOTE:
CONTRACTOR TO SUBMIT FINAL SHOP DRAWINGS TO OWNER LANDSCAPE
ARCHITECT FOR FINAL APPROVAL OF DESIGN
CAP AND COPING TO MATCH: 3" THICK CUSTOM PRECAST QUICKCRETE
WALL CAP IN LIGHT ETCH 'HARVEST'. MINIMAL GROUT JOINT BETWEEN
PIECES. MORTAR COLOR TO BE DAVIS 'MC 68 LIGHTEST3'8'-4"8'-4"
1.2.
1.
2.
3.
4.
4.
6.5.
5.
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SECTION 03330 - ARCHITECTURAL CAST-IN-PLACE CONCRETE
PART 1 GENERAL
1.1 GENERAL CONDITIONS
A. Requirements of "General Conditions of the Contract" and of Division 1,
"General Requirements," apply to work in this Section with same force and effect
as though repeated in full herein.
1.2 SCOPE OF WORK
A. Furnish materials, labor, transportation, services, and equipment necessary to
furnish and install Architectural Cast-in-place Concrete incorporating the process
as indicated on Drawings and as specified herein.
B. Only experienced Architectural Cast-in-place Concrete installers are acceptable
for this project.
C. Work related in other Sections:
1. Section 328400 - Irrigation System: Coordination of irrigation sleeve
installation.
2. Section 329300 - Landscape Planting: Coordination of plant material
placement.
1.3 REQUIREMENTS OF REGULATORY AGENCIES
A. Federal, State and local laws and regulations governing this Work are hereby
incorporated into and made part of this Section. When this Section calls for
certain materials, workmanship, or a level of construction that exceeds the level
of Federal, State, or local requirements, provisions of this Section take
precedence.
1.4 APPLICABLE STANDARDS
A. Specifications and recommended practices of American Concrete Institute (ACI),
American Society for Testing and Materials (ASTM), and The Uniform Building
Code referred to in this Specification with their individual designations are to be
considered part of this Specification.
B. Design and Control of Concrete Mixtures - Thirteenth Edition; Portland cement
Association.
1.5 QUALITY CONTROL
A. Quality control to be maintained by experienced Architectural Cast-in-place
Concrete installers throughout duration of project.
B. Paving Subcontractor Qualifications: provide evidence to indicate successful
experience in providing pavement similar to that specified herein and demonstrate
successful experience
C. As part of the bid submittal the General Contractor shall submit background
information/qualifications on his Architectural Cast-in-place Contractor. This
information shall provide evidence to indicate successful experience in providing
concrete work identical to that specified herein. A listing of projects shall be
provided and shall be reviewed and approved as comparable projects to the
specified work by the Owner or Architect prior to award of bid. Failure to
provide this information or the submittal of incomplete or inaccurate information
shall give cause to reject the entire bid as non responsive and incomplete. The
submittal shall provide the Owner and Architect with evidence of successful
experience in pavement similar to that specified herein and can demonstrate
successful experience through past project documentation and references.
D. Demonstration of experience: provide a minimum of five (5) projects of installed
architectural cast-in-place concrete totaling at least 25,000 square feet with a
reference list of each containing address of installation, contact person and phone
number of project's architect or owner's representation. Minimum size of each
individual installation shall be 5,000 square feet. Provide two (2) color digital
photos or 8” x 10” size color prints, of each installation listed above representing
the installation. Photo #1 shall show the approximate size of the installation.
Photo #2 shall be taken approximately 2 to 3 feet from the paving surface. See
submittals portion of this section for additional information.
E. Supervision: On site superintendent must have a minimum of 5 years experience
installing architectural cast-in-place concrete. See submittals portion of this
section for additional information.
F. Slip Resistance: provide a finish with a slip resistance of equal or greater than
0.65 when tested by the owner in accordance with ASTM F 489
1.6 SITE INSPECTION
A. Verify conditions at site that affect work of this Section.
B. Take field measurements as required.
C. Report major discrepancies between Drawings and field dimensions to Owner's
Authorized Representative prior to commencing work.
1.7 SUBMITTALS
A. Product Data: Submit no later than 10 days after contract award a typed list of
products specified in this Section.
B. Shop Drawings:
1. Paving Jointing and Pour Sequence Plan - per submittal requirements.
a. Proposed layout of contraction, construction and isolation joints.
Clearly delineate the three different joint types.
b. Layout of paving types as indicated on Drawing Paving Schedule.
Give overall dimensions of each paving type.
C. Statement of Mix Design: Submit (1) copy of Statement of Mix Design prepared
by batch plant servicing Project for each load delivered to Project. Statement of
Mix Design to contain following information:
1. Name, address, and telephone number of batch plant preparing statement of
mix design.
2. Date of mix design.
3. Project location.
4. Contractor requesting load delivery.
5. Mix design number.
6. Integral color used.
7. Gradations for sand and aggregate.
8. Material weights, specific gravity, and absolute volumes.
9. Basis of testing, i.e. UBC 2605 D4 and Title 24 2604 D4.
10. Water/cement ratio.
11. PSI rating.
D. Submit evidence of installer qualifications for experience, demonstration of
square footage installed, number of projects, and contact information to verify
experience as indicated in Quality Control section of this specification.
E. Surface-Seeded Aggregate (extra stock):
1. One 1-pound sample of each aggregate (if specified).
F. Washed Concrete Sand (extra stock):
1. One 50-pound sealed bag of washed concrete sand similar to type used during
installation.
1.8 SUBSTITUTIONS
A. None allowed unless approved in writing by Owner's Authorized Representative.
1.9 TESTING
A. A testing agency may be designated by Owner or Owner's Authorized
Representative. Testing personnel to meet ASTM E329 requirements.
1.10 MOCK-UPS
A. Prior to construction, provide (1) 4-foot x 4-foot x 4-inch sample of each paving
type specified on Drawings.
B. Ensure that each mock-up contains joint types specified on project, i.e.
construction, contraction, and isolation.
C. Locate mock-ups in a conveniently accessible and protected place. Approved
mock-ups will be standard for future installation review.
D. Remove mock-ups from site upon completion of Work and approval by Owner's
Authorized Representative.
1.11 PROJECT CONDITIONS
A. Keep work area clean, and in a safe and workmanlike condition so that rubbish,
waste and debris do not interfere with work of other trades.
1.12 PRODUCT HANDLING
A. Store materials in a dry and protected location. Protect reinforcing steel and
dowels from rusting, deformation, staining, and moisture damage.
B. Keep aggregate dry at all times prior to installation.
1.13 COORDINATION
A. Notify Owner's Authorized Representative and contractors performing work
related to installation of Contractor's Work in ample time, so as to allow sufficient
time for them to perform their portion of work.
B. Concrete pour sequence to be generated during preconstruction phase.
PART 2 PRODUCTS
2.1 PORTLAND CEMENT
A. Type I, IA, II, IIA, III, IIIA, IV, and V cements, to conform to ASTM C150.
B. Use same brand of cement from single source throughout entire project.
C. Refer to Geotechnical Report for cement type specified.
2.2 WASHED CONCRETE SAND
A. Clean, hard, and durable washed concrete sand, conforming to ASTM C33.
B. Use same sand from single source throughout entire project.
2.3 COURSE AGGREGATE
A. Clean, hard, and durable coarse aggregate, conforming to ASTM C33.
B. Use same aggregate from single source throughout entire project.
2.4 SURFACE-SEEDED AGGREGATE (If specified on drawings)
A. Use same surface-seeded aggregate from same source for each paving type
specified throughout entire project.
2.5 WATER
A. Free from deleterious materials such as oils, acids, and organic matter.
2.6 ADMIXTURES
A. Integral Concrete Coloring Admixture: Refer to Drawings for color type and
manufacturer.
1. Acceptable Manufacturers:
a. L.M. Scofield; (800) 800-9900.
b. Colorfull by Admixtures, Inc.; (626) 357-3263.
c. Davis Color (323) 269-7311.
d. Solomon Colors (800) 624-0261
B. Air Entrainment Admixtures: Conforming to ASTM C260.
1. Acceptable Manufacturers:
a. Grace Construction Products; Daravair, (800) 433-0020 or
www.graceconstruction.com/concrete/air_entraining.html#daravair.
b. Master Builders, Inc.; Micro-Air, (800) 628-9990 or
www.masterbuilders.com/MB/pub/Product.asp?TypeCat=2&ParentID=
78&ProductID=22.
c. The Euclid Chemical Company; AEA or Airmix Series (800) 752-4626
www.euclidchemical.com
C. Water Reducing Admixtures: Conforming to ASTM C494, Type A.
1. Acceptable Manufacturers:
a.Grace Construction Products; WRDA® (800) 433-0020
www.graceconstruction.com/concrete/water_reducers.html#wrda.
b. The Euclid Chemical Company; Eucon Series (800) 321-7628
www.euclidchemical.com
D. Shrinkage Reducing Admixtures: Conforming to ASTM C157.
1. Acceptable Manufacturers:
a.Grace Construction Products; Eclipse® (800) 433-0020 or
www.graceconstruction.com/concrete/shrinkage_reducers.html#eclipse.
b. BASF; Tetraguard (800) 228-3318 or
http://www.basf-admixtures.com/en/products/shrinkage_reducing/
tetraguard_as20/Pages/default.aspx
c. The Euclid Chemical Company; Eucon SRA (800) 321-7628
www.euclidchemical.com
2.7 READY MIXED CONCRETE
A. Batched mixed and transported in accordance with ASTM C94 - "Specifications
for Ready Mixed Concrete."
2.8 REINFORCING
A. Reinforcing Steel: Conforming to ASTM A615, clean and free of rust, dirt,
grease or oils.
B. Tie Wire: 16-gauge plain cold-drawn steel conforming to ASTM A82, clean, and
free of rust, dirt, grease or oils.
C. Supports for Reinforcement:
1. Provide supports for reinforcement including bolsters, chairs, spacers and other
devices for spacing, supporting and fastening reinforcing bars in place.
D. Polypropylene Fiber Reinforcement: 100% virgin multifilament polypropylene
fibers, complying with ASTM C 1116 - Type III.
1. Acceptable Manufacturers:
a.Fibermesh; Fibermix Stealth - 1/4” long (423) 892-8080 or
www.fibermesh.com/family/stealth.htm.
b. Grace Construction Products; MicroFiberTM (800) 433-0020 or
www.graceconstruction.com/concrete/fibers.html
2. Application Rate: 1/2 lb./cy of mix.
2.9 ISOLATION JOINT MATERIALS
A. Refer to Drawings.
2.10 CONSTRUCTION JOINT DOWELS
A. Construct Diamond Dowel Construction Joints or Dowel Basket Joints at
modules no larger than 20'-0” x 20'-0”.
B.Dowel schedule to match rebar schedule at a minimum spacing of 24-30”o.c.
C.¼-inch-thick diamond shaped load plate, free of dirt, grease, and oils. Contact
PNA Construction Technologies at (800)542-0214 or
http://www.pna-inc.com/products/square_dowel_basket/ or contact local suppliers
such as White Cap.
2.11 FLY ASH
A. ASTM C618 - Type F. While fly ash may be used when utilizing reactive
aggregates, when LEED certification is a concern or as a tool to enhance color, it
should under no circumstance be used to replace more than 30% (by weight) of
the cement content of the proposed mix. If fly ash is not available an equal must
be approved to mitigate alkali silica reaction.
2.12 CURING COMPOUND
A. Concrete Curing Compound
1. Acceptable Manufacturers
a. Admixtures Inc,; Colorfull Clear Curing Compound - (626) 357-3263
or http://admixtures.home.att.net/.
b.SpecCon Cure & Sealer for Lithocrete® - (877) 423-9255 or
www.specconproducts.com
PART 3 EXECUTION
3.1 SUBGRADE
A. Subgrade to meet requirements of project's soils report.
B. Ensure that a minimum 2-inch layer of graded washed concrete sand compacted
to 95 percent relative compaction is placed over subgrade prior to placing
concrete.
C. Screed sand to a smooth plane.
D. Ensure that utilities, including irrigation lines are buried and compacted below
bottom of sand layer.
E. Keep sand damp prior to placing concrete.
3.2 FORMING
A. Be responsible for design and engineering of form work as well as its
construction.
B. Ensure that Work conforms to recommended practice for concrete form work
(ACI 347), latest edition.
C. Do not exceed 20-feet by 20-feet in a formed construction area.
D. Ensure that form lumber is new #2 or better grade wood. Do not use used form
lumber.
E. Perform form layout with a digital electronic transit for line layout accuracy.
F. Allow forms to remain in place long enough to allow concrete to set properly.
Remove forms when appropriate.
3.3 DESIGN OF MIXES AND PROPORTIONING
A. Proportion and mix of cement, aggregate, admixture and water to attain required
plasticity and strength in accordance with current edition of ACI Manual of
Concrete Practice and PCA "Design and Control of Concrete Mixtures."
B. Concrete mixtures to be designed by an approved commercial testing laboratory,
using approved materials to obtain specified minimum compressive strength.
C. Concrete Mix Criteria:
1. Slump: minimum of 4 inch, max 5_inch, with a 1/2-inch slump differential
between successive batches. Obtain approval from Owner's Authorized
Representative if slump is outside these parameters.
2. Minimum PSI Rating at 28 days: 3,000
3. Cement quantity per yard of mix:
a. Minimum: 6 sacks.
b. Maximum: 7 sacks.
4. Sand: 50% of total mix.
5.Coarse aggregates to be a blend of 1” to 3/8”.
6. Admixtures:
a. Air entrainment: Per local standards
b. Shrinkage Reducing: Do not exceed 2% by weight of cement.
7. Fly ash: ASTM C618 - Type F. Use only when seeding reactive aggregates
such as glass and seashells or per item 2.11 above. If fly ash is not available,
utilize approved equal to mitigate alkali silica reaction.
8. Non-Chloride Accelerators: Do not use corrosive accelerators such as calcium
chloride.
9. Concrete Delivery: Use of concrete loads exceeding 90 minutes from time of
batch plant must be approved by Owner's Authorized Representative.
10. Ensure that batch plant guarantees single source supply for cement, sand, and
aggregate for the entire project.
D. The mix designs involve different Architectural Cast-in-place finishes as
indicated in Drawings and Specifications. A match to the referee samples is
required.
3.4 JOINTING
A.Refer to ACI 302 “Guide for Concrete Floor and Slab Construction” for work
under this section.
B. Construction and Contraction Joints:
1. Sawcut construction and contraction joints in locations indicated on Drawings.
2. Perform jointing with a new diamond tip circular saw.
3. Joint Width: Per Drawings. Do not exceed 3/16-inch in width.
4. Depth of sawcuts: 1/4th depth of slab.
b. Decorative Sawcut Joints: Per Drawings.
5. Sawcut joints in a straight line with no overcutting.
6. Use a hand tool to sawcut up to vertical edges such as walls, steps, curbs and
columns. No cutting into vertical surfaces will be allowed.
C. Isolation Joint Caulking:
1. Install isolation joint caulking to be installed per manufacturer's instructions.
3.5 CURING
A. After aggregate exposure, cure concrete for a minimum of seven (7) days (or
longer) without foot traffic and a minimum of thirty (30) days or longer without
vehicular traffic for all Architectural Cast-in-place areas. If a curing compound is
required, refer to Section 2.12 of this specification for acceptable curing
compounds. Contractor shall verify these suggested time frames and shall
coordinate this schedule with other related construction.
END OF SECTION
L.1-16
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08/2/17
SECTION 321413
CONCRETE UNIT PAVERS
PART 1 GENERAL
1.01 Section Includes
A. Concrete paver units (Concrete paver edge units)
B. Bedding and joint sand
C. Edge restraints
1.02 Related Sections
1.03 References
Note: Pavements subject to vehicles should be designed in consultation with a
qualified civil engineer, in accordance with established flexible pavement design
procedures, Pavespec software, and in accordance with the ICPI “Tech Spec”
Technical Bulletins.
A. American Society of Testing and Materials (ASTM):
1. C 33, Specification for Concrete Aggregates
2. C 136, Method for Sieve Analysis for Fine and Coarse Aggregate
3. C 140, Sampling and Testing Concrete Masonry Units
4. C 144, Standard Specification for Aggregate for Masonry Mortar
5. C 936, Specification for Solid Interlocking Concrete Paving Units
6. C 979, Specification for Pigments for Integrally Colored Concrete
7. D 698, Test Methods for Moisture Density Relations of Soil and Soil
Aggregate Mixtures Using a 5.5-lb (2.49 kg) Rammer and 12 in. (305 mm)
drop
8. D 1557, Test Methods for Moisture Density Relations of Soil and Soil
Aggregate Mixtures Using a 10-lb (4.54 kg) Rammer and 18 in. (457 mm)
drop
1. D 2940, Graded Aggregate Material for Bases or Subbases for
Highways or Airports.
B. Interlocking Concrete Pavement Institute (ICPI)
1. Tech Spec Technical Bulletins.
1.04 Quality Assurance
A. Installation shall be by a contractor and crew with at least one year of experience
in placing interlocking concrete pavers on projects of similar nature or dollar
cost.
B. Contractor shall hold current Basic Level Certificate from the Interlocking
Concrete Pavement Institute contractor certification program.
C. Contractor shall conform to all local, state/provincial licensing and bonding
requirements.
1.05 Submittals
A. Shop or product drawings, and product data.
B. Full size samples of concrete paving units to indicate color and shape selections.
Color will be selected by Architect/Engineer/Landscape Architect/Owner from
Manufacturer's available colors.
C. Sieve analysis for grading of bedding and joint sand.
D. Test results from an independent testing laboratory for compliance of paving
unit requirements to [ASTM C 936] [CSA] or other applicable requirements.
E. Manufacturer's certification of concrete pavers by ICPI as having passed
applicable ASTM or CSA standards.
F. Indicate layout, pattern, and relationship of paving joints to fixtures and project
formed details.
1.06 Mock-Ups
A. Install a 7 ft x 7 ft (2 m x 2 m) paver area as described in Article 3.02.
B. This area will be used to determine surcharge of the bedding sand layer, joint
sizes, lines, laying pattern(s), color(s), and texture of the job.
C. This area shall be the standard from which the work will be judged and shall it
be incorporated into the work.
1.07 Delivery, Storage, And Handling
A. Deliver concrete pavers to the site in steel banded, plastic banded, or plastic
wrapped cubes capable of transfer by fork lift or clamp lift. Unload pavers at
job site in such a manner that no damage occurs to the product.
B. Cover sand with waterproof covering to prevent exposure to rainfall or removal
by wind. Secure the covering in place.
C. Coordinate delivery and paving schedule to minimize interference with normal
use of buildings adjacent to paving.
1.08 Environmental Conditions
A. Do not install sand or pavers during heavy rain or snowfall.
B. Do not install sand and pavers over frozen base materials.
C. Do not install frozen sand.
PART 2 PRODUCTS
A. Manufacturer: Belgard
C. Interlocking Concrete Paver Units:
1. Paver Type: MEGA BERGERAC to match existing on Merv Griffin
Way
2. Color: “Bella”
2.02 PRODUCT SUBSTITUTIONS
A. Substitutions: No substitutions permitted.
2.03 CRUSHED STONE SUBBASE
A. CLass II Base
2.04 BEDDING AND JOINT SAND
Note: The type of sand used for bedding is often called concrete sand. Sands vary
regionally. Screenings and stone dust can be unevenly graded and have material
passing the No. 200 (0.075 mm) sieve. Bedding sands with these characteristics
should not be used. Contact paver contractors local or manufacturers to the project and
confirm sand(s) successfully used in previous similar applications.
A. Clean, non-plastic, free from deleterious or foreign matter, natural or
manufactured from crushed rock. Do not use limestone screenings or stone dust
that do not conform to the grading requirements in Table 1. When concrete
pavers are subject to vehicular traffic, the sands shall be as hard as practically
available.
Note: If the hardness of the bedding sand is not sufficient or questionable for the
application (usually a heavily trafficked thoroughfare), contact the ICPI for
information and specifications on assessing bedding sand durability under heavy
traffic loads.
B. Sieve according to [ASTM C 136] [CSA-A23.2A].
C. Conform to the grading requirements of as shown in Table 1.
Note: Use ASTM or CSA standards as applicable.
Table 1
Grading Requirements for Joint Sand
ASTM C 144 ASTM C 144 CSA A82.56M
Natural Sand Manufactured Sand
Sieve Size Percent Passing Sieve Size Percent Passing
No. 4 (4.75 mm) 100 5 mm 100
No. 8 (2.36 mm) 95 to 100 2.5 mm 95 to 100
No. 16 (1.18 mm) 70 to 100 1.25 mm 90 to 100
No. 30 (0.600 mm) 40 to 100 0.600 mm 35 to 80
No. 50 (0.300 mm) 20 to 40 0.300 mm 15 to 50
No. 100 (0.150 mm) 10 to 25 0.150 mm 2 to 15
No. 200 (0.075 mm) 0 to 10
Table 2
Grading Requirements for Bedding Sand
ASTM C 33 CSA A23.1-M94
Sieve Size Percent Passing Sieve Size Percent Passing
3/8 in.(9.5 mm) 100 10 mm 100
No. 4 (4.75 mm) 95 to 100 5 mm 95 to 100
No. 8 (2.36 mm) 85 to 100 2.5 mm 80 to 100
No. 16 (1.18 mm) 50 to 85 1.25 mm 50 to 90
No. 30 (0.600 mm) 25 to 60 0.630 mm 25 to 65
No. 50 (0.300 mm) 10 to 30 0.315 mm 10 to 35
No. 100 (0.150 mm) 2 to 10 0.160 mm 2 to 10
Note: Bedding sand may be used for joint sand. However, extra effort in
sweeping and compacting the pavers may be required in order to completely fill
the joints. If joint sand other than bedding sand is used, the gradations shown in
Table 2 are recommended. Joint sand should never be used for bedding sand.
D. The joint sand shall conform to the grading requirements as shown in Table 2
below:
Note: Use ASTM or CSA standards as applicable.
2.05 ACCESSORIES
A. Provide accessory materials as follows:
1. Edge Restraints
a. Material: Concrete.
a. Geotextile Fabric: Material Type and Description: as indicated
on drawings.
PART 3 EXECUTION
3.01 Examination
Note: For installation on a compacted aggregate base and soil subgrade, the specifier
should be aware that the top surface of the pavers may be 1 /8 to 1 /4 in. (3 to 6 mm)
above the final elevations after compaction. This difference in initial and final
elevation is to compensate for possible minor settling.
A. Verify that subgrade preparation, compacted density and elevations conform to
the specifications.
Note: Compaction of the soil subgrade is recommended to at least 95% standard
Proctor density per ASTM D 698 for pedestrian areas and residential driveways.
Compaction to at least 95% modified Proctor density per ASTM D 1557 is
recommended for areas subject to heavy vehicular traffic. Stabilization of the
subgrade and/or base material may be necessary with weak or saturated subgrade
soils. The Architect/Engineer should inspect subgrade preparation, elevations,
and conduct density tests for conformance to specifications.
B. Verify that geotextiles, if applicable, have been placed according to
specifications and drawings.
C. Verify that aggregate base materials, thickness, compaction, surface tolerances,
and elevations conform to the specifications.
Note: Local aggregate base materials typical to those used for highway flexible
pavements are recommended, or those conforming to ASTM D 2940.
Compaction is recommended to not less than 95% Proctor density in accordance
with ASTM D 698 is recommended for pedestrian areas and residential
driveways. Compaction is recommended to not less than 98% modified Proctor
density according to ASTM D 1557 is recommended for vehicular areas.
Note: The aggregate base should be spread and compacted in uniform layers not
exceeding 6 in. (150 mm) thickness.
Recommended base surface tolerance should be plus or minus 3 /8 in. (10 mm)
over a 10 ft. (3 m) straight edge. The Architect/Engineer should inspect
geotextile materials and placement (if applicable), base preparation, surface
tolerances, elevations, and conduct density tests for conformance to
specifications. See ICPI Tech Spec 2, “Construction of Interlocking Concrete
Pavements” for further guidance on construction practices.
Note: Mechanical tampers are recommended for compaction of soil subgrade
and aggregate base around lamp standards, utility structures, building edges,
curbs, tree wells and other protrusions. In areas not accessible to large
compaction equipment, compact to specified density with mechanical tampers.
Verify location, type, installation and elevations of edge restraints around the
perimeter area to be paved.
---OR---
C. Install edge restraints per the drawings [and manufacturer's
recommendations][at the indicated elevations].
D. Verify that base is dry, uniform, even, and ready to support sand, pavers, and
imposed loads.
E. Beginning of bedding sand and paver installation means acceptance of base
and edge restraints.
3.02 Installation
A. Spread the bedding sand evenly over the base course and screed to a nominal 1
in. (25 mm) thickness, not exceeding 1 1 /2 in. (40 mm) thickness. The screeded
sand should not be disturbed. Place sufficient sand to stay ahead of the laid
pavers. Do not use the bedding sand to fill depressions in the base surface.
B. Ensure that pavers are free of foreign material before installation.
C. Lay the pavers in the pattern(s) as shown on the drawings. Maintain straight
pattern lines.
D. Points between the pavers on average shall be between 1 /16 in. and 3 /16 in. (2
mm to 5 mm) wide.
Note: Some paver shapes require a larger joint. Consult manufacturer for
recommended joint widths.
E. Fill gaps at the edges of the paved area with cut pavers or edge units.
Note: Units cut no smaller than one-third of a whole paver are recommended
along edges subject to vehicular traffic.
F. Cut pavers to be placed along the edge with a [double blade paver splitter or]
masonry saw.
G. Use a low amplitude plate compactor capable of at least 5,000 lbf (22 kN)
compaction at a frequency of 75 hz -100 hz.
H. Compact the pavers, sweeping dry joint sand into the joints and vibrating until
they are full. This will require at least two or three passes with the compactor.
Do not compact within 3 ft (1 m) of the unrestrained edges of the paving units.
I. All work to within 3 ft (1 m) of the laying face must be left fully compacted with
sand-filled joints at the end of each day. Cover the laying face with plastic sheets
overnight if not closed with cut and compacted pavers.
J. Sweep off excess sand when the job is complete.
K. The final surface elevations shall not deviate more than 3 /8 in. (10 mm) under a
10 ft (3 m) long straightedge.
L. The surface elevation of pavers shall be 1 /8 to 1 /4 in. (3 to 6 mm) above
adjacent drainage inlets, concrete collars or channels.
3.03 Field Quality Control
A. After removal of excess sand, check final elevations for conformance to the
drawings.
3.07 SITE OBSERVATION & WALK-THROUGHS FOR SUBSTANTIAL
COMPLETION:
A. General Observation: The Landscape architect will visit the construction site
at interim times during the construction process to access construction
progress regarding installation of hardscape to be in compliance with the
drawings, details, specifications and site conditions. The Landscape architect
will prepare a site report after each visit noting progress of installation,
verbal communication with the contractor and identifying any field
adjustments necessary that require modifications to the designed hardscape.
A copy of this site report will be delivered to both the owner and the
contractor. The contractor is responsible to immediately address each item on
the site report before proceeding with further construction.
B. Walk Through For Substantial Completion (Punch List #1):
1. Before requesting a walk through for substantial completion the
following requirements must be entirely satisfied:
(a) The entire hardscape area is completely installed, and when
letters of acceptance as described above have been obtained
from the Landscape architect and/or owner's representative. If
the contractor failed to notify the Landscape architect for any
of the above items as listed above than the contractor assumes
full responsibility for any design modifications directed by the
Landscape architect during the walk through for substantial
completion any of these issues at no additional cost to the
owner.
2. Once the above requirements have been met, a walk through for
substantial completion may be requested. The following procedures
will be used during the walk through:
(a) A visual walk through of the entire site will take place
consisting of an examination of hardscape areas as compared
to the drawings, and installation procedures as shown on the
details and specifications. A punch list will be established for
deficiencies in the construction and workmanship of the
hardscape area as compared to the construction drawings,
details, and specifications.
3. Once the Walk Through for Substantial Completion has been
completed the Landscape architect will provide a copy of all punch
list items to the owner for review and distribution to the contractor. It
is the contractor's responsibility to repair, replace, and adjust all items
on the punch prior to requesting a final walk through.
C. Final Walk Through:
1. Before commencement of a final walk through is requested, each item
on the walk through for substantial completion (punch list #1) must
be thoroughly satisfied, addressed, and resolved by the contractor.
2. Once the above requirement has been met a final walk through may
be requested. The following procedures will be used:
(a) This visual walk through will consist of walking through the
punch list items created at the time of the walk through for
substantial completion, and examining outstanding items. Any
remaining deficiencies in the construction and workmanship of
the hardscape as compared to the punch list generated at the
time of the walk through for substantial completion,
construction drawings, details and specifications will be noted.
END OF SECTION 321413
L.1-17
RUN ## OF FIXTURES
WATTS VOLT TAP
12
4
18
1
TOTAL WATTAGE:
317.7 WATTS
RUN #1: 10 GAUGE
LOSS @ FIRST FIXTURE: .6 VOLTS
LOSS @ LAST FIXTURE: 1.2 VOLTS
RUN #2: 14 GAUGE
LOSS @ FIRST FIXTURE: .6 VOLTS
LOSS @ LAST FIXTURE: 1.1 VOLTS
RUN #3: 14 GAUGE
LOSS @ FIRST FIXTURE: .7 VOLTS
LOSS @ LAST FIXTURE: 1.7 VOLTS
RUN #4: 16 GAUGE
LOSS @ FIRST FIXTURE: .35 VOLTS
LOSS @ LAST FIXTURE: 1.15 VOLTS
RUN #5: 12 GAUGE
LOSS @ FIRST FIXTURE: .58 VOLTS
LOSS @ LAST FIXTURE: 1.5 VOLTS
RUN #6: 12 GAUGE
LOSS @ FIRST FIXTURE: .45 VOLTS
LOSS @ LAST FIXTURE: 2.55 VOLTS
RUN #7: 10 GAUGE
LOSS @ FIRST FIXTURE: .82 VOLTS
LOSS @ LAST FIXTURE: 1.85 VOLTS
RUN #8: 10 GAUGE
LOSS @ FIRST FIXTURE: .82 VOLTS
LOSS @ LAST FIXTURE: 1.85 VOLTS
RUN #9: 10 GAUGE
LOSS @ FIRST FIXTURE: .87 VOLTS
LOSS @ LAST FIXTURE: 1.75 VOLTS
10 GAUGE
RUN ## OF FIXTURES
WATTS VOLT TAP
12
8
36
2
14 GAUGE
RUN ## OF FIXTURES
WATTS VOLT TAP
12
8
36
3
14 GAUGE
RUN ## OF FIXTURES
WATTS VOLT TAP
12
5
22.5
4
16 GAUGE
RUN ## OF FIXTURES
WATTS VOLT TAP
12
9
40.5
5
12 GAUGE
RUN ## OF FIXTURES
WATTS VOLT TAP
14
12
45
6
12 GAUGE
RUN ## OF FIXTURES
WATTS VOLT TAP
12
11
49.5
7
10 GAUGE
RUN ## OF FIXTURES
WATTS VOLT TAP
12
10
40.8
8
10 GAUGE
#1#2#3
#5#4 #6 #7 #8#9
RUN ## OF FIXTURES
WATTS VOLT TAP
12
7
29.4
9
10 GAUGE
90
WATTS
227.7
WATTS
LIGHT SYMBOL QTY. LUMENS FIXTURE VOLTS WATTS TYPE DESCRIPTION MANUFACTURER & CATALOG MOUNT
A 16 127 LED 10 to 15 4.2 WELL LIGHT UP LIGHT FOR PALMS FX LUMINAIRE -PE-3LED-CW-CB IN GROUND
B 45 155 LED 10 to 15 4.2 UP LIGHT IN GROUND FX LUMINAIRE -FB-3LED-SB LONG SLOT SPIKE
C 17 62 LED 10 to 15 2 UP LIGHT UP LIGHT FOR LOW TREES FX LUMINAIRE -QZ-1LED-SB LONG SLOT SPIKE
D 16 39 LED 10 TO 15 2 DOWN LIGHT RECESS IN WALLS/OVERHEADS FX LUMINAIRE -PO-ST-1RD-SB RECESSED
E 28 37 LED 10 TO 15 4.2 UP LIGHT WALL WASH FX LUMINAIRE -PB-3LED-SB LONG SLOT SPIKE
F 62 79 LED 10 TO 15 4.2 PATH LIGHT WALKWAY LIGHTS FX LUMINAIRE-TMLEDTA-SB + POST MOUNT (PM-BS)
A-3LED-18RA-SB
G 12 90 LED 10 TO 15 2 DOWN LIGHT HANG FROM CABLE FX LUMINAIRE-VE-ZDC(BLUE)-HANGING
1LED-RD-SB
3 NA LED NA 150 CONTROLLER CONTROLLER IN GARAGE FX LUMINAIRE-LX-150-M (GFCI) WALL MOUNT IN GARAGE
LIGHTING SCHEDULE (QUANTITIES SHOWN ARE FOR ENTIRE MODEL COMPLEX) 2 NA LED NA 300 CONTROLLER CONTROLLER IN GARAGE FX LUMINAIRE-LX-300-M (GFCI) WALL MOUNT IN GARAGE
NA NA NA NA NA WIRING DIRECT BURY 10 GAUGE WIRE - USE 3M SPLICE KIT DBRY/Y-6 KIT
NA NA NA NA NA WIRING DIRECT BURY 12 GAUGE WIRE - USE 3M SPLICE KIT DBRY/Y-6 KIT
NA NA NA NA NA WIRING DIRECT BURY 14 GAUGE WIRE - USE 3M SPLICE KIT DBRY/Y-6 KIT
NA NA NA NA NA WIRING DIRECT BURY 16 GAUGE WIRE - USE 3M SPLICE KIT DBRY/Y-6 KIT
NA NA NA NA NA PVC ELECTRICAL CONDUIT SLEEVING
RUN ## OF FIXTURES
WATTS VOLT TAP
X
X
X
X
GAUGE OF
RUN WIRE
NOTES:
1. ACTUAL PLACEMENT AND ADJUSTMENTS OF ALL LIGHT FIXTURES TO BE DETERMINED IN THE FIELD
2. INSTALL TRANSFORMERS MINIMUM 18" ABOVE GROUND
3. ALL CABLE RUNS INSTALLED UNDER HARDSCAPE ELEMENTS, DECOMPOSED GRANITE, OR TURF SHALL BE INSTALLED
WITH A SCHEDULE 40 OR 80 PVC ELECTRICAL SLEEVE OR AS APPROVED EQUIVALENT PER LOCAL CODE
4. VOLTAGE DROPS AND RUNS SHOWN ARE FOR REFERENCE ONLY. IN FIELD ADJUSTMENTS AND VOLTAGE READINGS
SHALL BE IN ACCORDANCE TO MANUFACTURER'S RECOMMENDATIONS.
WATTS PER
RUN
RUN #
QUANTITY OF
FIXTURES ON RUN
QUANTITY OF
FIXTURES ON RUN
2850 Womble Road, Suite 100-403
San Diego, CA 92106 619-795-7603 www.insitelandarch.com LICENSED L A N D SCAPE A
R
C
H
I
TECTST
A
T
E OF C A L IF O RNIANo. 4547Tim J a c h l ewsk
i JrSignature
Renewal Date
Date
11-30-17
08/2/17
MATCHLINE: SEE SHEET L.1-2
L.4-1
MERV GRIFFIN WAY DAMASCUS DRIVELOT 60
4700
PLAN 7BLOT 1
PARKING
NOTE: APPROXIMATE QUANTITIES ARE
PROVIDED FOR CONVENIENCE ONLY.
CONTRACTOR IS RESPONSIBLE FOR
VERIFYING ALL QUANTITIES PRIOR TO
BIDDING AND CONSTRUCTION
RUN ## OF FIXTURESWATTSVOLT TAP12836314 GAUGERUN #10 GAUGERUN ## OF FIXTURESWATTSVOLT TAP121040.8810 GAUGETOTAL WATTAGE:
164.7 WATTS
RUN #1: 16 GAUGE
LOSS @ FIRST FIXTURE: .53 VOLTS
LOSS @ LAST FIXTURE: 2.28 VOLTS
RUN #2: 12 GAUGE
LOSS @ FIRST FIXTURE: .78 VOLTS
LOSS @ LAST FIXTURE: 2.34 VOLTS
RUN #3: 14 GAUGE
LOSS @ FIRST FIXTURE: 1.0 VOLTS
LOSS @ LAST FIXTURE: 1.67 VOLTS
RUN #4: 14 GAUGE
LOSS @ FIRST FIXTURE: .9 VOLTS
LOSS @ LAST FIXTURE: 1.49 VOLTS
RUN #5: 14 GAUGE
LOSS @ FIRST FIXTURE: 1.0 VOLTS
LOSS @ LAST FIXTURE: 2.0 VOLTS
RUN ## OF FIXTURES
WATTS VOLT TAP
14
7
34.2
1
16 GAUGE
RUN ## OF FIXTURES
WATTS VOLT TAP
14
13
50.1
2
12 GAUGE
RUN ## OF FIXTURES
WATTS VOLT TAP
12
9
21.6
3
14 GAUGE
RUN ## OF FIXTURES
WATTS VOLT TAP
12
7
27.3
4
14 GAUGE
RUN ## OF FIXTURES
WATTS VOLT TAP
14
7
31.5
5
14 GAUGE
#5
164.7
WATTS
#1 #2 #3 #4
LIGHT SYMBOL QTY. LUMENS FIXTURE VOLTS WATTS TYPE DESCRIPTION MANUFACTURER & CATALOG MOUNT
A 16 127 LED 10 to 15 4.2 WELL LIGHT UP LIGHT FOR PALMS FX LUMINAIRE -PE-3LED-CW-CB IN GROUND
B 45 155 LED 10 to 15 4.2 UP LIGHT IN GROUND FX LUMINAIRE -FB-3LED-SB LONG SLOT SPIKE
C 17 62 LED 10 to 15 2 UP LIGHT UP LIGHT FOR LOW TREES FX LUMINAIRE -QZ-1LED-SB LONG SLOT SPIKE
D 16 39 LED 10 TO 15 2 DOWN LIGHT RECESS IN WALLS/OVERHEADS FX LUMINAIRE -PO-ST-1RD-SB RECESSED
E 28 37 LED 10 TO 15 4.2 UP LIGHT WALL WASH FX LUMINAIRE -PB-3LED-SB LONG SLOT SPIKE
F 62 79 LED 10 TO 15 4.2 PATH LIGHT WALKWAY LIGHTS FX LUMINAIRE-TMLEDTA-SB + POST MOUNT (PM-BS)
A-3LED-18RA-SB
G 12 90 LED 10 TO 15 2 DOWN LIGHT HANG FROM CABLE FX LUMINAIRE-VE-ZDC(BLUE)-HANGING
1LED-RD-SB
3 NA LED NA 150 CONTROLLER CONTROLLER IN GARAGE FX LUMINAIRE-LX-150-M (GFCI) WALL MOUNT IN GARAGE
2 NA LED NA 300 CONTROLLER CONTROLLER IN GARAGE FX LUMINAIRE-LX-300-M (GFCI) WALL MOUNT IN GARAGE
NA NA NA NA NA WIRING DIRECT BURY 10 GAUGE WIRE - USE 3M SPLICE KIT DBRY/Y-6 KIT
NA NA NA NA NA WIRING DIRECT BURY 12 GAUGE WIRE - USE 3M SPLICE KIT DBRY/Y-6 KIT
NA NA NA NA NA WIRING DIRECT BURY 14 GAUGE WIRE - USE 3M SPLICE KIT DBRY/Y-6 KIT
NA NA NA NA NA WIRING DIRECT BURY 16 GAUGE WIRE - USE 3M SPLICE KIT DBRY/Y-6 KIT
NA NA NA NA NA PVC ELECTRICAL CONDUIT SLEEVING
LIGHTING SCHEDULE (QUANTITIES SHOWN ARE FOR ENTIRE MODEL COMPLEX)
RUN ## OF FIXTURES
WATTS VOLT TAP
X
X
X
X
GAUGE OF
RUN WIRE
NOTES:
1. ACTUAL PLACEMENT AND ADJUSTMENTS OF ALL LIGHT FIXTURES TO BE DETERMINED IN THE FIELD
2. INSTALL TRANSFORMERS MINIMUM 18" ABOVE GROUND
3. ALL CABLE RUNS INSTALLED UNDER HARDSCAPE ELEMENTS, DECOMPOSED GRANITE, OR TURF SHALL BE INSTALLED
WITH A SCHEDULE 40 OR 80 PVC ELECTRICAL SLEEVE OR AS APPROVED EQUIVALENT PER LOCAL CODE
4. VOLTAGE DROPS AND RUNS SHOWN ARE FOR REFERENCE ONLY. IN FIELD ADJUSTMENTS AND VOLTAGE READINGS
SHALL BE IN ACCORDANCE TO MANUFACTURER'S RECOMMENDATIONS.
WATTS PER
RUN
RUN #
QUANTITY OF
FIXTURES ON RUN
QUANTITY OF
FIXTURES ON RUN
2850 Womble Road, Suite 100-403
San Diego, CA 92106 619-795-7603 www.insitelandarch.com LICENSED L A N D SCAPE A
R
C
H
I
TECTST
A
T
E OF C A L IF O RNIANo. 4547Tim J a c h l ewsk
i JrSignature
Renewal Date
Date
11-30-17
08/2/17MATCHLINE: SEE SHEET L.1-1MATCHLINE: SEE SHEET L.1-3L.4-2
DAMASCUS
D
R
I
V
E
LOT 212
4154
PLAN 5C
NOTE: APPROXIMATE QUANTITIES ARE PROVIDED FOR CONVENIENCE
ONLY. CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL
QUANTITIES PRIOR TO BIDDING AND CONSTRUCTION
TOTAL WATTAGE:
147 WATTS
RUN #1: 16 GAUGE
LOSS @ FIRST FIXTURE: .6 VOLTS
LOSS @ LAST FIXTURE: 2.2 VOLTS
RUN #2: 14 GAUGE
LOSS @ FIRST FIXTURE: .62 VOLTS
LOSS @ LAST FIXTURE: 1.2 VOLTS
RUN #3: 10 GAUGE
LOSS @ FIRST FIXTURE: .53 VOLTS
LOSS @ LAST FIXTURE: 1.52 VOLTS
RUN#4: 10 GAUGE
LOSS @ FIRST FIXTURE: .74 VOLTS
LOSS @ LAST FIXTURE: 1.72 VOLTS
RUN#5: 12 GAUGE
LOSS @ FIRST FIXTURE: .92 VOLTS
LOSS @ LAST FIXTURE: 1.33
RUN ## OF FIXTURES
WATTS VOLT TAP
14
8
36
1
16 GAUGE
RUN ## OF FIXTURES
WATTS VOLT TAP
12
6
27
2
14 GAUGE
RUN ## OF FIXTURES
WATTS VOLT TAP
12
9
40.5
3
10 GAUGE
RUN ## OF FIXTURES
WATTS VOLT TAP
12
13
43.5
4
10 GAUGE
#1 #2 #3#4
184.8
WATTS
#5
RUN ## OF FIXTURES
WATTS VOLT TAP
12
14
37.8
5
12 GAUGE
LIGHT SYMBOL QTY. LUMENS FIXTURE VOLTS WATTS TYPE DESCRIPTION MANUFACTURER & CATALOG MOUNT
A 16 127 LED 10 to 15 4.2 WELL LIGHT UP LIGHT FOR PALMS FX LUMINAIRE -PE-3LED-CW-CB IN GROUND
B 45 155 LED 10 to 15 4.2 UP LIGHT IN GROUND FX LUMINAIRE -FB-3LED-SB LONG SLOT SPIKE
C 17 62 LED 10 to 15 2 UP LIGHT UP LIGHT FOR LOW TREES FX LUMINAIRE -QZ-1LED-SB LONG SLOT SPIKE
D 16 39 LED 10 TO 15 2 DOWN LIGHT RECESS IN WALLS/OVERHEADS FX LUMINAIRE -PO-ST-1RD-SB RECESSED
E 28 37 LED 10 TO 15 4.2 UP LIGHT WALL WASH FX LUMINAIRE -PB-3LED-SB LONG SLOT SPIKE
F 62 79 LED 10 TO 15 4.2 PATH LIGHT WALKWAY LIGHTS FX LUMINAIRE-TMLEDTA-SB + POST MOUNT (PM-BS)
A-3LED-18RA-SB
G 12 90 LED 10 TO 15 2 DOWN LIGHT HANG FROM CABLE FX LUMINAIRE-VE-ZDC(BLUE)-HANGING
1LED-RD-SB
3 NA LED NA 150 CONTROLLER CONTROLLER IN GARAGE FX LUMINAIRE-LX-150-M (GFCI) WALL MOUNT IN GARAGE
2 NA LED NA 300 CONTROLLER CONTROLLER IN GARAGE FX LUMINAIRE-LX-300-M (GFCI) WALL MOUNT IN GARAGE
NA NA NA NA NA WIRING DIRECT BURY 10 GAUGE WIRE - USE 3M SPLICE KIT DBRY/Y-6 KIT
NA NA NA NA NA WIRING DIRECT BURY 12 GAUGE WIRE - USE 3M SPLICE KIT DBRY/Y-6 KIT
NA NA NA NA NA WIRING DIRECT BURY 14 GAUGE WIRE - USE 3M SPLICE KIT DBRY/Y-6 KIT
NA NA NA NA NA WIRING DIRECT BURY 16 GAUGE WIRE - USE 3M SPLICE KIT DBRY/Y-6 KIT
NA NA NA NA NA PVC ELECTRICAL CONDUIT SLEEVING
LIGHTING SCHEDULE (QUANTITIES SHOWN ARE FOR ENTIRE MODEL COMPLEX)
RUN ## OF FIXTURES
WATTS VOLT TAP
X
X
X
X
GAUGE OF
RUN WIRE
NOTES:
1. ACTUAL PLACEMENT AND ADJUSTMENTS OF ALL LIGHT FIXTURES TO BE DETERMINED IN THE FIELD
2. INSTALL TRANSFORMERS MINIMUM 18" ABOVE GROUND
3. ALL CABLE RUNS INSTALLED UNDER HARDSCAPE ELEMENTS, DECOMPOSED GRANITE, OR TURF SHALL BE INSTALLED
WITH A SCHEDULE 40 OR 80 PVC ELECTRICAL SLEEVE OR AS APPROVED EQUIVALENT PER LOCAL CODE
4. VOLTAGE DROPS AND RUNS SHOWN ARE FOR REFERENCE ONLY. IN FIELD ADJUSTMENTS AND VOLTAGE READINGS
SHALL BE IN ACCORDANCE TO MANUFACTURER'S RECOMMENDATIONS.
WATTS PER
RUN
RUN #
QUANTITY OF
FIXTURES ON RUN
QUANTITY OF
FIXTURES ON RUN
2850 Womble Road, Suite 100-403
San Diego, CA 92106 619-795-7603 www.insitelandarch.com LICENSED L A N D SCAPE A
R
C
H
I
TECTST
A
T
E OF C A L IF O RNIANo. 4547Tim J a c h l ewsk
i JrSignature
Renewal Date
Date
11-30-17
08/2/17MATCHLINE: SEE SHEET L.1-4L.4-3
DAMASCUS DRIVE
LOT 211
3818
PLAN 4B
NOTE: APPROXIMATE QUANTITIES ARE PROVIDED FOR CONVENIENCE
ONLY. CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL
QUANTITIES PRIOR TO BIDDING AND CONSTRUCTION
TOTAL WATTAGE:
111 WATTS
RUN #1: 16 GAUGE
LOSS @ FIRST FIXTURE: .61 VOLTS
LOSS @ LAST FIXTURE: 1.35 VOLTS
RUN #2: 14 GAUGE
LOSS @ FIRST FIXTURE: .55 VOLTS
LOSS @ LAST FIXTURE: 1.37 VOLTS
RUN #3: 12 GAUGE
LOSS @ FIRST FIXTURE: 1.09 VOLTS
LOSS @ LAST FIXTURE: 2.14 VOLTS
RUN #4: 12 GAUGE
LOSS @ FIRST FIXTURE: .67 VOLTS
LOSS @ LAST FIXTURE: 1.1 VOLTS
RUN ## OF FIXTURES
WATTS VOLT TAP
12
5
22.5
1
16 GAUGE
RUN ## OF FIXTURES
WATTS VOLT TAP
12
6
27
2
14 GAUGE
RUN ## OF FIXTURES
WATTS VOLT TAP
14
9
34.2
3
12 GAUGE
RUN ## OF FIXTURES
WATTS VOLT TAP
12
7
27.3
4
12 GAUGE
#1 #2 #3#4
111
WATTS
LIGHT SYMBOL QTY. LUMENS FIXTURE VOLTS WATTS TYPE DESCRIPTION MANUFACTURER & CATALOG MOUNT
A 16 127 LED 10 to 15 4.2 WELL LIGHT UP LIGHT FOR PALMS FX LUMINAIRE -PE-3LED-CW-CB IN GROUND
B 45 155 LED 10 to 15 4.2 UP LIGHT IN GROUND FX LUMINAIRE -FB-3LED-SB LONG SLOT SPIKE
C 17 62 LED 10 to 15 2 UP LIGHT UP LIGHT FOR LOW TREES FX LUMINAIRE -QZ-1LED-SB LONG SLOT SPIKE
D 16 39 LED 10 TO 15 2 DOWN LIGHT RECESS IN WALLS/OVERHEADS FX LUMINAIRE -PO-ST-1RD-SB RECESSED
E 28 37 LED 10 TO 15 4.2 UP LIGHT WALL WASH FX LUMINAIRE -PB-3LED-SB LONG SLOT SPIKE
F 62 79 LED 10 TO 15 4.2 PATH LIGHT WALKWAY LIGHTS FX LUMINAIRE-TMLEDTA-SB + POST MOUNT (PM-BS)
A-3LED-18RA-SB
G 12 90 LED 10 TO 15 2 DOWN LIGHT HANG FROM CABLE FX LUMINAIRE-VE-ZDC(BLUE)-HANGING
1LED-RD-SB
3 NA LED NA 150 CONTROLLER CONTROLLER IN GARAGE FX LUMINAIRE-LX-150-M (GFCI) WALL MOUNT IN GARAGE
2 NA LED NA 300 CONTROLLER CONTROLLER IN GARAGE FX LUMINAIRE-LX-300-M (GFCI) WALL MOUNT IN GARAGE
NA NA NA NA NA WIRING DIRECT BURY 10 GAUGE WIRE - USE 3M SPLICE KIT DBRY/Y-6 KIT
NA NA NA NA NA WIRING DIRECT BURY 12 GAUGE WIRE - USE 3M SPLICE KIT DBRY/Y-6 KIT
NA NA NA NA NA WIRING DIRECT BURY 14 GAUGE WIRE - USE 3M SPLICE KIT DBRY/Y-6 KIT
NA NA NA NA NA WIRING DIRECT BURY 16 GAUGE WIRE - USE 3M SPLICE KIT DBRY/Y-6 KIT
NA NA NA NA NA PVC ELECTRICAL CONDUIT SLEEVING
LIGHTING SCHEDULE (QUANTITIES SHOWN ARE FOR ENTIRE MODEL COMPLEX)
RUN ## OF FIXTURES
WATTS VOLT TAP
X
X
X
X
GAUGE OF
RUN WIRE
NOTES:
1. ACTUAL PLACEMENT AND ADJUSTMENTS OF ALL LIGHT FIXTURES TO BE DETERMINED IN THE FIELD
2. INSTALL TRANSFORMERS MINIMUM 18" ABOVE GROUND
3. ALL CABLE RUNS INSTALLED UNDER HARDSCAPE ELEMENTS, DECOMPOSED GRANITE, OR TURF SHALL BE INSTALLED
WITH A SCHEDULE 40 OR 80 PVC ELECTRICAL SLEEVE OR AS APPROVED EQUIVALENT PER LOCAL CODE
4. VOLTAGE DROPS AND RUNS SHOWN ARE FOR REFERENCE ONLY. IN FIELD ADJUSTMENTS AND VOLTAGE READINGS
SHALL BE IN ACCORDANCE TO MANUFACTURER'S RECOMMENDATIONS.
WATTS PER
RUN
RUN #
QUANTITY OF
FIXTURES ON RUN
QUANTITY OF
FIXTURES ON RUN
2850 Womble Road, Suite 100-403
San Diego, CA 92106 619-795-7603 www.insitelandarch.com LICENSED L A N D SCAPE A
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E OF C A L IF O RNIANo. 4547Tim J a c h l ewsk
i JrSignature
Renewal Date
Date
11-30-17
08/2/17MATCHLINE: SEE SHEET L.1-3L.4-4
DAMASCUS DRIVE
LOT 210
3314
PLAN 2A
NOTE: APPROXIMATE QUANTITIES ARE PROVIDED FOR CONVENIENCE
ONLY. CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL
QUANTITIES PRIOR TO BIDDING AND CONSTRUCTION
2850 Womble Road, Suite 100-403
San Diego, CA 92106 619-795-7603 www.insitelandarch.com LICENSED L A N D SCAPE A
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E OF C A L IF O RNIANo. 4547Tim J a c h l ewsk
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Renewal Date
Date
11-30-17
08/2/17
L.4-5
PE LOW PROFILE WELL LIGHT
PALM TREE UP-LIGHTING
SCALE: 3" = 1'-0"
L-01
1. FX LUMINAIRE PE FIXTURE. SEE
PLAN LEGEND FOR WATTAGE,
BEAM SPREAD AND
ACCESSORIES
2. 4" PEA GRAVEL FOR DRAINAGE
3. EXISTING SOIL PROFILE
4. FINISHED GRADE
5. DIRECT BURY, UF/UL, COPPER,
LOW VOLTAGE CABLE WITH 3M
DBR/Y-6 DIRECT BURY SPLICE
KIT
A. INSTALLATION TO BE COMPLETED IN
ACCORDANCE WITH MANUFACTURER'S
SPECIFICATIONS
B. ACCEPTS 10-15 VOLTS -AC OR DC
C. SEE PLAN LEGEND FOR LED BOARD AND
ACCESSORIES IF APPLICABLE
D. REFER TO PRODUCT INSTALLATION
NOTES PRIOR TO INSTALLATION
E. FX LUMINAIRE CONTACT:
RAUL AVILA, SALES MANAGER
1 (619) 719-2337
1-800-733-2823 TECHNICAL SERVICES
1.
2.
3.
4.
5.
6"
PE WELL LIGHT
INSTALLATION SPACING
SCALE: 3/4" = 1'-0"
L-02
1. FX LUMINAIRE PE FIXTURE. SEE PLAN LEGEND FOR
WATTAGE, BEAM SPREAD AND ACCESSORIES
2. FACE OF TREE OF POST, SEE PLANS
2.
2'
1.
FB UP LIGHT
LONG SLOT SPIKE INSTALLATION
SCALE: 3" = 1'-0"
L-03
A. INSTALLATION TO BE COMPLETED
IN ACCORDANCE WITH
MANUFACTURER'S
SPECIFICATIONS
B. ACCEPTS 10-15 VOLTS -AC OR DC
C. SEE PLAN LEGEND FOR LED
BOARD AND ACCESSORIES IF
APPLICABLE
D. REFER TO PRODUCT
INSTALLATION NOTES PRIOR TO
INSTALLATION
E. FX LUMINAIRE CONTACT:
RAUL AVILA, SALES MANAGER
1 (619) 719-2337
1-800-733-2823 TECHNICAL
SERVICES
1. FX LUMINAIRE FB FIXTURE. SEE
PLAN LEGEND FOR WATTAGE,
BEAM SPREAD AND
ACCESSORIES
2.10° MINIMUM OFF VERTICAL
ANGLE TO ALLOW WATER AND
DIRT TO DRAIN OFF LENS CAP
3. FX LUMINAIRE LONG SLOT SPIKE
MOUNT
4. FINISHED GRADE
5. DIRECT BURY, UF/UL, COPPER,
LOW VOLTAGE CABLE WITH 3M
DBR/Y-6 DIRECT BURY SPLICE
KIT. LEAVE 18" MINIMUM WIRE
LOOP COILED BELOW FOR
SERVICE 2"7.5"10"1.
2.
3.
4.
5.
5.
QZ UP LIGHT
LONG SLOT STAKE INSTLLATION
SCALE: 3" = 1'-0"
L-04
A. INSTALLATION TO BE COMPLETED
IN ACCORDANCE WITH
MANUFACTURER'S
SPECIFICATIONS
B. ACCEPTS 10-15 VOLTS -AC OR DC
C. SEE PLAN LEGEND FOR LED
BOARD AND ACCESSORIES IF
APPLICABLE
D. REFER TO PRODUCT
INSTALLATION NOTES PRIOR TO
INSTALLATION
E. FX LUMINAIRE CONTACT:
RAUL AVILA, SALES MANAGER
1 (619) 719-2337
1-800-733-2823 TECHNICAL
SERVICES
1. FX LUMINAIRE QZ FIXTURE. SEE
PLAN LEGEND FOR WATTAGE,
BEAM SPREAD AND
ACCESSORIES
2.10° MINIMUM OFF VERTICAL
ANGLE TO ALLOW WATER AND
DIRT TO DRAIN OFF LENS CAP
3. FX LUMINAIRE LONG SLOT SPIKE
MOUNT
4. FINISHED GRADE
5. DIRECT BURY, UF/UL, COPPER,
LOW VOLTAGE CABLE WITH 3M
DBR/Y-6 DIRECT BURY SPLICE
KIT. LEAVE 18" MINIMUM WIRE
LOOP COILED BELOW FOR
SERVICE
1.
2.1.75"5.75"10"4.
3.5.
5.
2850 Womble Road, Suite 100-403
San Diego, CA 92106 619-795-7603 www.insitelandarch.com LICENSED L A N D SCAPE A
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TECTST
A
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E OF C A L IF O RNIANo. 4547Tim J a c h l ewsk
i JrSignature
Renewal Date
Date
11-30-17
08/2/17
L.4-6
1. THE GENERAL CONDITIONS AND SUPPLEMENTARY GENERAL CONDITIONS SHALL BE CONSIDERED AS
PART OF THE SPECIFICATION.
2. FURNISH ALL LABOR, MATERIALS, EQUIPMENT AND TOOLS TO PERFORM ELECTRICAL WORK SHOWN,
NOTED OR SCHEDULED FOR A COMPLETE AND FINISHED INSTALLATION.
A. ALL MATERIALS AND EQUIPMENT SHALL BE COMMERCIAL AND SHALL CARRY A U.L. LABEL.
B. MATERIALS, PRODUCTS AND EQUIPMENT, INCLUDING ALL COMPONENTS THEREOF, SHALL BE NEW
AND SUCH AS APPEAR ON THE UNDERWRITER'S LABORATORIES LIST OF APPROVED ITEMS AND
SHALL MEET REQUIREMENTS OF ASTM, IEEE, 2010 NEC, NEMA, AND OTHER RECOGNIZED
STANDARDS AND SHALL BE SIZED IN CONFORMITY WITH REQUIREMENTS OF THE NATIONAL
ELECTRIC CODE AND OTHER APPLICABLE CODES, WHICHEVER ARE MORE STRINGENT.
3. THE WORD "PROVIDE" AS USED HEREIN MEANS TO FURNISH AND INSTALL COMPLETE.
4. ALL WORK TO BE IN ACCORDANCE WITH THE 2010 CEC AND ALL APPLICABLE FEDERAL, STATE AND
LOCAL CODES.
5. SECURE AND PAY FOR ALL REQUIRED PERMITS AND INSPECTION CERTIFICATES. ABOVE GRADE
CONDUIT SHALL BE STANDARD RIGID STEEL ACCORDING TO CODE REQUIREMENTS. CONDUIT SHALL BE
CONCEALED IN FINISHED AREAS, EXCEPT AS OTHERWISE APPROVED BY ARCHITECT. RIGID
CONNECTIONS SHALL BE COMPRESSION TYPE. UNDERGROUND CONDUIT SHALL BE SCHEDULE 40 OR 80
PVC BURIED A MINIMUM OF 18".
6. WIRE SHALL BE SINGLE CONDUCTOR COPPER WITH 600 VOLT INSULATION. ALUMINUM CONDUCTORS
ARE NOT PERMITTED. ALL WIRE SHALL BE STRANDED. ALL WIRE AND CABLE SHALL BE NEW AND SHALL
BE BROUGHT TO THE SITE IN UNBROKEN PACKAGES. ALL WIRING OF ANY TYPE SHALL BE IN CONDUIT.
7. GENERAL WIRING SHALL BE THWN. ABOVE GRADE WIRE CONNECTORS SHALL BE BY "SCOTCHLOCK"
OR EQUAL FOR #8 OR SMALLER AND T&B "LOCK-TITE" FOR #6 AND LARGER.
8. CONTRACTOR SHALL DO ALL CUTTING, CHASING OR CHANNELING AND PATCHING REQUIRED FOR ANY
WORK UNDER THIS DIVISION. ANY CUTTING SHALL HAVE PRIOR APPROVAL OF THE OWNER.
9. PROVIDE SAFETY DISCONNECT SWITCHES. ALL SHALL BE FUSED OR NON-FUSED AS CALLED FOR ON
DRAWINGS AND AS REQUIRED BY CODE. SWITCHES SHALL BE HEAVY DUTY, LOAD AND HORSEPOWER
RATED AS MANUFACTURED BY SQUARE D, GENERAL ELECTRIC OR EQUAL.
10. ELECTRICAL CONTRACTOR SHALL RECORD ALL FIELD CHANGES IN HIS WORK AS THE JOB
PROGRESSES, AND UPON COMPLETION SHALL TURN OVER TO THE OWNER A "RECORD" SET OF PRINTS
SHOWING THE CHANGES.
11. ALL ELECTRIC WORK SHALL BE INSTALLED SO AS TO BE READILY ACCESSIBLE FOR OPERATING,
SERVICING MAINTAINING AND REPAIRING. HANGERS SHALL INCLUDE ALL MISCELLANEOUS STEEL, SUCH
AS CHANNELS, RODS, ETC., NECESSARY FOR THE INSTALLATION OF WORK AND SHALL BE FASTENED TO
STEEL, CONCRETE OR MASONRY, BUT NOT TO PIPING. ALL CONDUIT SHALL BE CONCEALED WHERE
POSSIBLE. EXPOSED CONDUITS SHALL BE IN STRAIGHT LINES PARALLEL WITH OR AT RIGHT ANGLES TO
COLUMN LINES OR BEAMS AND SEPARATED AT LEASED 3" FROM WATER LINES WHEREVER THEY RUN
ALONGSIDE OR ACROSS SUCH LINES. CONDUCTORS SHALL BE ON CONDUIT, DUCTS, OR APPROVED
RACEWAYS.
12. ALL ELECTRIC WORK SHALL BE INSTALLED SO AS TO BE READILY ACCESSIBLE FOR OPERATING,
SERVICING MAINTAINING AND REPAIRING. HANGERS SHALL INCLUDE ALL MISCELLANEOUS STEEL, SUCH
AS CHANNELS, RODS, ETC., NECESSARY FOR THE INSTALLATION OF WORK AND SHALL BE FASTENED TO
STEEL, CONCRETE OR MASONRY, BUT NOT TO PIPING. ALL CONDUIT SHALL BE CONCEALED WHERE
POSSIBLE. EXPOSED CONDUITS SHALL BE IN STRAIGHT LINES PARALLEL WITH OR AT RIGHT ANGLES TO
COLUMN LINES OR BEAMS AND SEPARATED AT LEASED 3" FROM WATER LINES WHEREVER THEY RUN
ALONGSIDE OR ACROSS SUCH LINES. CONDUCTORS SHALL BE ON CONDUIT, DUCTS, OR APPROVED
RACEWAYS.
13. ALL 90 DEGREE ELBOWS TO BE FACTORY MADE BENDS.
14. CONTRACTOR TO MAINTAIN PROPER SEPARATION AS REQUIRED BY THE UTILITY COMPANIES.
15. CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR ANY AND ALL UTILITY AND CITY
INSPECTIONS.
16. ALL GROUND CONDUCTORS SHALL BE SPLICED TOGETHER WITH APPROVED CONNECTOR AT PULL
BOXES AND CONNECTED TO GROUND LUG INSIDE POLE.
17. SEE IMPROVEMENT PLANS FOR SITE, SEWER AND WATER (ETC.) IMPROVEMENTS PRIOR TO START
OF CONSTRUCTION.
18. CONTRACTOR SHALL CONTACT "DIG ALERT" FOR MARK-OUT PRIOR TO TRENCHING AS REQUIRED.
19. THESE PLANS ARE SCHEMATIC AND ARE FOR THE PURPOSE OF SHOWING HOW TO CONNECT THE
ELECTRICAL SYSTEM. WHILE THE DRAWING IS AT ACTUAL SCALE, THE SYMBOLS REFERENCED ARE NOT,
AND MAY APPEAR TO SHOW THE EQUIPMENT IN PLACES NOT INTENDED. THE CONTRACTOR IS TO FIELD
VERIFY ALL UTILITY COMPANY SERVICE POINTS/METER LOCATIONS, POLES, PULL BOXES BUILDING
LIGHT LOCATIONS, SERVICE EQUIPMENT LOCATIONS AND OTHER ELECTRICAL APPURTENANCES PRIOR
TO START OF CONSTRUCTION. ANY DISCREPANCIES ARE TO BE ADDRESSEDY BY MEANS OF A REQUEST
FOR INFORMATION" (RFI). CONTRACTOR IS TO VERIFY ALL LIGHT LOCATIONS WITH THE OWNER PRIOR
TO START OF CONSTRUCTION AND DURING STAKING. REFER TO LIGHT STANDARD DETAIL FOR
STANDARDS.
20. NATIVE SOIL SHALL BE ACCEPTABLE FOR TRENCH BACK FILL PROVIDED THAT THE FILL MATERIAL
USED SHALL PASS THROUGH A 1" SIEVE.
21. CONTRACTOR SHALL LABEL EACH CIRCUIT WITH PHENOLIC PLASTIC LABEL TAGS IN ANY DEVICE
THAT HAS ACCESS. THIS SHALL INCLUDE LIGHT POLES, PULL BOXES, PANELS, AND ETCETERA. PANEL,
CIRCUIT NUMBER AND VOLTAGE SHALL BE IDENTIFIED. TAGS SHALL BE AFFIXED WITH NYLON ZIP-TIES.
22. FOR INSTALLATION QUESTIONS CONTACT:
FX LUMINAIRE REP - RAUL AVILA P: 619-212-7770, RAUL.AVILA@FXL.COM
LANDSCAPE LIGHTING NOTES:
PO-ST SPOT LIGHT
OVERHEAD DOWN LIGHT INSTALLATION
SCALE: 3" = 1'-0"
L-05
A. INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURER'S
SPECIFICATIONS
B. ACCEPTS 10-15 VOLTS -AC OR DC
C. SEE PLAN LEGEND FOR LED BOARD AND ACCESSORIES IF APPLICABLE
D. REFER TO PRODUCT INSTALLATION NOTES PRIOR TO INSTALLATION
E. FX LUMINAIRE CONTACT:
RAUL AVILA, SALES MANAGER
1 (619) 719-2337
1-800-733-2823 TECHNICAL SERVICES
1. FX LUMINAIRE PO-ST FIXTURE.
SEE PLAN LEGEND FOR
WATTAGE, BEAM SPREAD AND
ACCESSORIES
2. OVERHEAD STRUCTURE BEAM.
INSTALL FIXTURE WITH A PO
BRACKET TO FLUSH MOUNT TO
BEAM
3. 3/4" ELECTRICAL CONDUIT PER
LOCAL CODE
4. SPORT LIGHT TO BE POSITIONED
TO BE AIMED DIRECTLY AT
GROUND.
5. RECESS TO BE MADE USING
CEILING DRILL TEMPLATE
6. DIRECT BURY, UF/UL, COPPER,
LOW VOLTAGE CABLE WITH 3M
DBR/Y-6 DIRECT BURY SPLICE
KIT. LEAVE 18" MINIMUM WIRE
LOOP COILED BELOW FOR
SERVICE
7. USE FX PROVIDED CONDUIT
INCLUDED WITH FIXTURE OR
STANDARD 1-1/2" CONDUIT
1.
2.
3.
4.
5.
6.
7.
TM PATH LIGHT
18" RISER POST MOUNT INSTALLATION
SCALE: 1-1/2" = 1'-0"
L-06
LX TRANSFORMER
INDOOR DRYWALL INSTALLATION
SCALE: 1-1/2" = 1'-0"
L-07
A. INSTALLATION TO BE COMPLETED IN
ACCORDANCE WITH MANUFACTURER'S
SPECIFICATIONS
B. REFER TO PRODUCT INSTALLATION
NOTES PRIOR TO INSTALLATION
C. DETAIL SHOWS DIMENSIONS FOR BOTH
THE LX-150 AND LX-300
D. FX LUMINAIRE CONTACT:
RAUL AVILA, SALES MANAGER
1 (619) 719-2337
1-800-733-2823 TECHNICAL SERVICES
1. FX LUMINAIRE LX
TRANSFORMER.
2. FX AVAILABLE ELECTRIC
PIGTRAIL AND 120 VOLT POWER
SOURCE
3. INDOOR DRYWALL MOUNTING
SURFACE (GARAGE)
4. LENGTH OF WIRE AND
JUNCTION BOX TO BE
DETERMINED. USE DIRECT
BURY, UF/UL, COPPER, LOW
VOLTAGE CABLE WITH 3M
DBR/Y-6 DIRECT BURY SPLICE
KIT.
5. OUTSIDE WALL SURFACE
FRONT VIEW SIDE VIEW
7.14"11.4"5.14"
3.
1.
2.
4.4.
2.4.
5.
VE FIXTURE
KWIK-LOC MOUNT
SCALE: 1-1/2" = 1'-0"
L-08
A. INSTALLATION TO BE COMPLETED IN
ACCORDANCE WITH MANUFACTURER'S
SPECIFICATIONS
B. REFER TO PRODUCT INSTALLATION
NOTES PRIOR TO INSTALLATION
C. FX LUMINAIRE CONTACT:
RAUL AVILA, SALES MANAGER
1 (619) 719-2337
1-800-733-2823 TECHNICAL SERVICES3.3"6"1. FX LUMINAIRE VE FIXTURE. SEE
PLAN LEGEND FOR WATTAGE,
BEAM SPREAD AND
ACCESSORIES
2. KWIK-LOC CONNECTOR. MODEL
# KL 50
3. LENGTH OF WIRE AND CABLE TO
RUN LENGTH OF CATENARY
STRUCTURE AND ALLOW EACH
LIGHT TO HANG 6"
4. DIRECT BURY, UF/UL, COPPER,
LOW VOLTAGE CABLE WITH 3M
DBR/Y-6 DIRECT BURY SPLICE KIT
5. CATENARY CABLE PER PLANS
2.2.
4.
1.
3.
5.