HomeMy WebLinkAboutPlans1ST FLOOR
0' -0"
1ST T.O.P
9' -6"
2ND FLOOR
10' -6"
2ND T.O.P
19' -0"
ROOF PLAN
26' -0"
7'
-
0
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8'
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6
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10
'
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6
"
26
'
-
0
"
1 2455
3'
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3'
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6
"
4' - 0"2' - 0"2' - 0"
5' - 0"
5'
-
0
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5' - 0"
3'
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0
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5'
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7' - 6"
3'
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5'
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1' - 0"
2' - 6"
5'
-
0
"
0'
-
8
"
30.00°
1' - 0"
1' - 0"
1ST FLOOR
0' -0"
1ST T.O.P
9' -6"
2ND FLOOR
10' -6"
2ND T.O.P
19' -0"
ROOF PLAN
26' -0"
7'
-
0
"
8'
-
6
"
10
'
-
6
"
26
'
-
0
"
1345 5
4'
-
0
"
4'
-
0
"
2' - 6"
4'
-
0
"
4'
-
0
"
4'
-
0
"
4'
-
0
"
2' - 6"
4'
-
0
"
3'
-
0
"
2'
-
0
"
4'
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0
"
3'
-
0
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4'
-
0
"
2' - 0"
1' - 0"1' - 0"
8'
-
0
"
14' - 0"3
0
.
0
0
°
1' - 0"
Date:
Drawn By:
Checked By:
Job Number:
Revision
s:
112 North Earle
Street
San Gabriel, CA
91775
Phone: 626.285.3408
Fax: 626.286.2037
THIS DRAWING (OR DRAWINGS) AND EACH AND ALL OF
THE DESIGNS INCLUDED THEREIN ARE PROPERTY OF
ARCHITECTURAE GROUP INC. AND ARE SUBMITTED AND
ACCEPTED UPON THE UNDERSTANDING AND CONDITION
THAT THE SAME WORK IS NOT TO BE COPIED,
REPRODUCED, OR OTHERWISE USED OR DISPOSED OF
DIRECTLY OR INDIRECTLY, IN WHOLE OR IN PART, FOR
ANY PURPOSE WHATSOEVER.
SUCH ACCEPTANCE SHALL CONSTITUTE AN ADMISSION
OF THE EXCLUSIVE OWNERSHIP AND PROPERTY RIGHTS
OF SGS INTERNATIONAL INC. IN AND TO THIS DRAWING
(OR DRAWINGS) AND DESIGNS INCLUDED THEREIN.
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1/4" = 1'-0"
SIDE ELEVATIONS
S.F.D.
A3.1
508 COYLE AVE, ARCADIA, CA
91006
Issue Date
Project
Number
Checker1/4" = 1'-0"1 SIDE ELEVATION
1/4" = 1'-0"2 COURTYARD ELEVATION
1
NOTES:
ALL THE COLUMNS ARE 12" X 12"
SOLID WOOD
2
2
2
2
2
Date:
Drawn By:
Checked By:
Job Number:
Revision
s:
112 North Earle
Street
San Gabriel, CA
91775
Phone: 626.285.3408
Fax: 626.286.2037
THIS DRAWING (OR DRAWINGS) AND EACH AND ALL OF
THE DESIGNS INCLUDED THEREIN ARE PROPERTY OF
ARCHITECTURAE GROUP INC. AND ARE SUBMITTED AND
ACCEPTED UPON THE UNDERSTANDING AND CONDITION
THAT THE SAME WORK IS NOT TO BE COPIED,
REPRODUCED, OR OTHERWISE USED OR DISPOSED OF
DIRECTLY OR INDIRECTLY, IN WHOLE OR IN PART, FOR
ANY PURPOSE WHATSOEVER.
SUCH ACCEPTANCE SHALL CONSTITUTE AN ADMISSION
OF THE EXCLUSIVE OWNERSHIP AND PROPERTY RIGHTS
OF SGS INTERNATIONAL INC. IN AND TO THIS DRAWING
(OR DRAWINGS) AND DESIGNS INCLUDED THEREIN.
NO.DATE AUTHOR
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RENDERS
S.F.D.
A3.2
508 COYLE AVE, ARCADIA, CA
91006
Issue Date
Project
Number
Checker
2
Date:
Drawn By:
Checked By:
Job Number:
Revision
s:
112 North Earle
Street
San Gabriel, CA
91775
Phone: 626.285.3408
Fax: 626.286.2037
THIS DRAWING (OR DRAWINGS) AND EACH AND ALL OF
THE DESIGNS INCLUDED THEREIN ARE PROPERTY OF
ARCHITECTURAE GROUP INC. AND ARE SUBMITTED AND
ACCEPTED UPON THE UNDERSTANDING AND CONDITION
THAT THE SAME WORK IS NOT TO BE COPIED,
REPRODUCED, OR OTHERWISE USED OR DISPOSED OF
DIRECTLY OR INDIRECTLY, IN WHOLE OR IN PART, FOR
ANY PURPOSE WHATSOEVER.
SUCH ACCEPTANCE SHALL CONSTITUTE AN ADMISSION
OF THE EXCLUSIVE OWNERSHIP AND PROPERTY RIGHTS
OF SGS INTERNATIONAL INC. IN AND TO THIS DRAWING
(OR DRAWINGS) AND DESIGNS INCLUDED THEREIN.
NO.DATE AUTHOR
TH
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MATERIAL BOARD
S.F.D.
A3.3
508 COYLE AVE, ARCADIA, CA
91006
Issue Date
Project
Number
Checker
1
2
3
4
5
1
1
1
1
1
2
2
TOPOGRAPHIC MAP
50
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ABBREVIATIONS/LEGEND:
D
S
V
10' - 0"2' - 6"
8'
-
0
"
14' - 0"
8'
-
0
"
8'
-
0
"
5' - 0"2' - 6"
8'
-
0
"
3' - 0"
8'
-
0
"
16' - 0"
8'
-
0
"
7'
-
0
"
2' - 6"
7'
-
0
"
5' - 0"
7'
-
0
"
3' - 0"
1 2 3 4 5
6 7 8 9
2' - 0"
6'
-
8
"
10
7'
-
0
"
3'
-
6
"
2' - 0"
3'
-
6
"
4' - 0"
3'
-
6
"
3'
-
6
"
2' - 0"
3'
-
0
"
4'
-
0
"
2' - 0"
3'
-
0
"
4'
-
0
"
7' - 6"
2' - 6"2' - 6"2' - 6"
3'
-
6
"
3'
-
6
"
6' - 0"
2' - 0"2' - 0"2' - 0"
3'
-
0
"
4'
-
0
"
7' - 6"
2' - 6"2' - 6"2' - 6"
4'
-
0
"
3'
-
0
"
5' - 0"
2' - 6"2' - 6"
3'
-
6
"
3'
-
6
"
4'
-
0
"
3'
-
0
"
4' - 0"
2' - 0"2' - 0"
9' - 0"
8'
-
0
"
7' - 0"
7'
-
0
"
1'
-
0
"
1'
-
6
"
5' - 0"
5'
-
0
"
3'
-
0
"
2' - 6"
5'
-
0
"
3'
-
0
"
7' - 6"
2' - 6"2' - 6"2' - 6"
5'
-
0
"
3'
-
0
"
2' - 6"
4'
-
0
"
4'
-
0
"
8'
-
6
"
9'
-
6
"
3' - 0"
8'
-
0
"
A B C D E F G
J K L M N O P
H I
Date:
Drawn By:
Checked By:
Job Number:
Revision
s:
112 North Earle
Street
San Gabriel, CA
91775
Phone: 626.285.3408
Fax: 626.286.2037
THIS DRAWING (OR DRAWINGS) AND EACH AND ALL OF
THE DESIGNS INCLUDED THEREIN ARE PROPERTY OF
ARCHITECTURAE GROUP INC. AND ARE SUBMITTED AND
ACCEPTED UPON THE UNDERSTANDING AND CONDITION
THAT THE SAME WORK IS NOT TO BE COPIED,
REPRODUCED, OR OTHERWISE USED OR DISPOSED OF
DIRECTLY OR INDIRECTLY, IN WHOLE OR IN PART, FOR
ANY PURPOSE WHATSOEVER.
SUCH ACCEPTANCE SHALL CONSTITUTE AN ADMISSION
OF THE EXCLUSIVE OWNERSHIP AND PROPERTY RIGHTS
OF SGS INTERNATIONAL INC. IN AND TO THIS DRAWING
(OR DRAWINGS) AND DESIGNS INCLUDED THEREIN.
NO.DATE AUTHOR
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1/4" = 1'-0"
WINDOWS AND DOORS
SCHEDULE
S.F.D.
A4.0
508 COYLE AVE, ARCADIA, CA
91006
Issue Date
Project
Number
Checker
1/4" = 1'-0"
DOOR SCHEDULE
1/4" = 1'-0"
WINDOW SCHEDULE
T&H
T&H
T&H
2 -2X TOP PLATE
SHINGLES ROOF
2 X #15 OR 1 X #30
FELT OVER
PLYWOOD SHEATHING
2X STUD WALL
W/ INSULATION
SEE SECTION FOR
R VALUE
CEILING JOIST
INSULATION
SEE SECTION
FOR R VALUE
5/8" TYPE X GYPSUM BOARD
METAL FLASHING
2X FASCIA
BOARD
2X STUD WALL W/ INSULATION
SEE SECTION FOR R VALUE
2X FASCIA BOARD
METAL FLASHING
2 X #15 OR 1 X #30 FELT OVER
PLYWOOD SHEATHING
2X BLOCKING
ROOF RAFTER
SEE STRUCTURAL FOR SIZE
2 -2X TOP PLATE
5/8" TYPE X GYPSUM BOARD
CLASS A ASPHALT
SHINGLES
2X ROOF RAFTER
MI
N
.
2
"
~
M
A
X
.
7
"
ROOF RIDGE DETAIL1
2
3
4
5
6
7
8
9
10
1" = 1'-0"
1 HOUR EAVE DETAIL 1" = 1'-0"
CONC. ENCASED ELECTRODE
INTERIOR WALL / 1-HR WALL
WEEP SCREED DETAIL 1" = 1'-0"
RAKE DETAIL 1" = 1'-0"
N.T.S.
N.T.S.EXTERIOR DOOR JAMB @ STUCCO
1" = 1'-0"
EXTERIOR DOOR SILL TO HARDSCAPE 1 HOUR EXTERIOR WALL 1" = 1'-0"
WINDOW JAMB DETAIL @ STUCCO
11
N.T.S.
N.T.S.
12
13
TO
CONCRETE
WEATHER STRIP
2X STUD WALL
BARE COPPER WIRE SIZED PER CEC AND
LONG
ENOUGH TO REACH THE NEUTRAL
LUG OF THE ELECTRICAL SERVICE PANEL
WITHOUT SPLICING.
CONCRETE FOOTING
NATURE GRADE
5/8" GYPSUM BOARD
(5/8" GYPSUM BOARD TYPE 'X' AT GARAGE SIDE
FOR MAKE-UP 1-HR SEPARATION WALL BETWEEN
HABITABLE SPACE AND GARAGE)
2X WOOD STUDS
SEE STRUCTURE FOR SIZE
INSULATION WHEREVER OCCURS
SEE SECTION FOR R VALUE
PLYWOOD SHEATHING
SEE SHEAR WALL SCHEDULE
5/8 " GYPSUM BOARD
PLYWOOD SHEATHING
SEE SHEAR WALL SCHEDULE
EXTERIOR CEMENT PLASTER OR WOOD
SIDING OVER APPROVED PAPER
BACKED METAL LATH
P.T.SILL PLATE W/ ANCHOR
BOLT RE: STRUCTURE DWG
FOR FOUNDATION INFO.
SEE STRUCTURE DRAWING
NATURAL GRADE OR
CONC. PAVING DRIVEWAY
26 GA. CORROSION RESISTIVE SHEEET
METAL SCREED, 3" MIN. VERTICAL
ATTACHMENT FLANGE & 4" MIN.
ABOVE EARTH OR 2" ABOVE PAVED AREA
NOTE: WEEP SCREED TO BE BELOW FOUNDATION PLATE LINE AND 4"
ABOVE GRADE ON ALL EXTERIOR WOOD STUD WALLS
GYPSUM BOARD
EXTERIOR CEMENT PLASTER
OVER APPROVED PAPER
BACKED METAL LATH
OVER EXTERIOR SHEATHING
INSULATION
SEE SECTION FOR R VALUE
HEADER/JAMB
SEE STRUCTURAL
BRICKMOLD
WOOD DOOR FRAME
DOOR PER PLAN
WOOD CASING
5/8" GYPSUM BOARD TYPE 'X'
2X6 WOOD STUDS
INSULATION SEE SECTION FOR R VALUE
PLYWOOD SHEATHING
SEE SHEAR WALL SCHEDULE
EXTERIOR CEMENT PLASTER OR
FIBER CEMENT SIDING OVER
APPROVED PAPER BACKED METAL
LATH
EXTERIOR DOOR PER PLAN
METAL FLASHING
ALUMINUM THRESHOLD WITH FASTENERS
PER MANUFACTURERS RECOMMENDATIONS
CEMENT PLASTER OVER APPROVED
PAPER BACKED METAL LATH
WATERPROOFING MEMBRANE
TAMKO TW-60
(ICC-ES: ESR-2260)
CONCRETE SLAB
DOOR SHOE
DIRT FILL
12" CMU BLOCKS
PROTECTION BOARD
MIN.2% SLOPE AWAY
FROM BUILDING
EXTERIOR CEMENT PLASTER
OR WOOD SIDING OVER 2
LAYERS OF GRADE D PAPER
BACKED METAL LATH
EXTERIOR CEMENT PLASTER OR
FIBER CEMENT SIDING OVER
2 LAYERS OF GRADE D PAPER
BACKED METAL LATH
FINISH COAT
OVER 3/4" EXTERIOR CEMENT PLASTER
OVER PAPER-BACKED METAL LATH,
WHERE OCCURS
EXTERIOR CEMENT PLASTER
OVER APPROVED PAPER
BACKED METAL LATH
PLYWOOD SHEATHING
WHERE OCCURS
2X WOOD STUD
@ 16" O.C.
NSULATION
SEE SECTION FOR R VALUE
GYPSUM BOARD
WINDOW PER PLAN
SUFFIT PANEL
SUFFIT PANEL
2 -2X TOP PLATE
CEILING JOIST
INSULATION
SEE SECTION
FOR R VALUE
2"
8"
M
I
N
1' - 8 3/8"
2"
SEE PLAN
EXTERIOR SHEATHING
WATER RESISTIVE BARRIER
WINDOW FRAME
Z-FLASHING WINDOW HEADER
1/4" GAP, DO NOT CAULK
FIBER CEMENT SIDING
TRIM BOARD
INSULATION
SEE SECTION FOR R VALUE
INTERIOR SHEATHING
WINDOW JAMB DETAIL @ SIDING N.T.S.
WINDOW SILL DETAIL N.T.S.
WINDOW PER PLAN
FINISH COAT OVER 3/4" EXTERIOR
CEMENT PLASTER OVER
PAPER-BACKED METAL LATH
WHERE OCCURS
EXTERIOR CEMENT PLASTER
OVER APPROVED PAPER
BACKED METAL LATH
PLYWOOD SHEATHING
WHERE OCCURS
2X WOOD STUD @ 16" O.C.
INSULATION SEE R VALUE ON SECTION
5/8" GYPSUM BOARD
WINDOW SILL DETAIL @ SIDING N.T.S.
WINDOW PER PLAN
WATER RESISTIVE BARRIER
PLYWOOD SHEATHING
2X WOOD STUD @ 16" O.C.
INSULATION SEE R VALUE ON SECTION
5/8" GYPSUM BOARD
T&H
T&H
T&H
N.T.S.EXTERIOR DOOR JAMB @ SIDING
WEATHER STRIP
GYPSUM BOARD
FIBER CEMENT SIDING
OVER APPROVED PAPER
BACKED METAL LATH
OVER EXTERIOR SHEATHING
HEADER/JAMB
SEE STRUCTURAL
WOOD DOOR FRAME
DOOR PER PLAN
WOOD CASING
Z-FLASHING
TRIM BOARD
INSULATION
SEE SECTION FOR R VALUE
INTERIOR SHEATHING
TRIM BOARD
LEAVE APPROPRIATE GAP AND CAULK
FIBER CEMENT SIDING
FIBER CEMENT SIDING
14
*IF USE WOOD SIDING, A LAYER OF EXTERIOR 5/8" GYPSUM BOARD NEED TO BE INTALLED UNDER THE SIDING.
*IF USE WOOD SIDING, A LAYER OF EXTERIOR 5/8" GYPSUM BOARD NEED TO BE INTALLED UNDER THE SIDING.
*IF USE WOOD SIDING, A LAYER OF EXTERIOR 5/8" GYPSUM BOARD NEED TO BE INTALLED UNDER THE SIDING.
*IF USE WOOD SIDING, A LAYER OF EXTERIOR 5/8" GYPSUM BOARD NEED TO BE INTALLED UNDER THE SIDING.
*IF USE WOOD SIDING, A LAYER OF EXTERIOR 5/8" GYPSUM BOARD NEED TO BE INTALLED UNDER THE
SIDING.
*IF USE WOOD SIDING, A LAYER OF EXTERIOR 5/8" GYPSUM BOARD NEED TO BE INTALLED UNDER THE SIDING.
2X120 CONTINUOUS
VENTS(SEE PLAN)
FLASHING
2 -#15 OR 1 -#30 FELT OVER
PLYWOOD SHEATHING
ROOF RAFTER
SEE STRUCTURAL FOR SIZE
ASPHALT SHINGLES
15 N.T.S.CANOPY TO WALL CONNECTOPM
SLOPE TP DRIAN
PARAPET
WOOD CANOPY
EXTERIOR CEMENT PLASTER
OVER APPROVED PAPER
BACKED METAL LATH
OVER EXTERIOR SHEATHING
EXTERIOR CEMENT PLASTER
OVER APPROVED PAPER
BACKED METAL LATH
OVER EXTERIOR SHEATHING
INTERIOR FINISH
R-38
VENT SPACER TO ALLOW
MINIMUM 2" CLEARANCE
ABOVE INSULATION FOR AIR
MOVEMENT
Date:
Drawn By:
Checked By:
Job Number:
Revision
s:
112 North Earle
Street
San Gabriel, CA
91775
Phone: 626.285.3408
Fax: 626.286.2037
THIS DRAWING (OR DRAWINGS) AND EACH AND ALL OF
THE DESIGNS INCLUDED THEREIN ARE PROPERTY OF
ARCHITECTURAE GROUP INC. AND ARE SUBMITTED AND
ACCEPTED UPON THE UNDERSTANDING AND CONDITION
THAT THE SAME WORK IS NOT TO BE COPIED,
REPRODUCED, OR OTHERWISE USED OR DISPOSED OF
DIRECTLY OR INDIRECTLY, IN WHOLE OR IN PART, FOR
ANY PURPOSE WHATSOEVER.
SUCH ACCEPTANCE SHALL CONSTITUTE AN ADMISSION
OF THE EXCLUSIVE OWNERSHIP AND PROPERTY RIGHTS
OF SGS INTERNATIONAL INC. IN AND TO THIS DRAWING
(OR DRAWINGS) AND DESIGNS INCLUDED THEREIN.
NO.DATE AUTHOR
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1" = 1'-0"
ARCHITECTURE
DETAIL
S.F.D.
AD1.0
508 COYLE AVE, ARCADIA, CA
91006
Issue Date
Project
Number
Checker
1" = 1'-0"1 Drafting 1
COYLE AVE.
RESIDENCE
LAWN
LAWN
NORTH SCALE: 1" = 10'-0"NORTH
REVISIONS BY
p
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PI
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DATE
05-31-23
RENEWAL DATE
1
3
EPCDNS
a.S M
A
y
A
SIGNATURE
0
A
H
C
I
R
C
E
4 T
03-01-2022
R.S.
R.S.
CHECKED
02-16-2022
DATE
DRAWN
22022
JOB NO.
OF 5 SHEETS
NE
W
R
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S
I
D
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N
C
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50
8
C
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L
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9
1
0
0
6
0 5'10'20'
Month
Adjust Irrigation
Schedule
Inspect Tree
Staking
Flush Drip
Valves
Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec
¥
RECOMMENDED MINIMUM LANDSCAPE MAINTENANCE SCHEDULE
WEEKLY TASKS
MINIMUM RECOMMENDED YEARLY MAINTENANCE SCHEDULE
x Check all irrigation equipment and adjust/ align as required.
x Repair irrigation equipment with originally specified materials as needed.
x Inspect all landscape areas for pests/ pathogens.
x Weed all shrub/ groundcover areas as needed.
x Remove landscape debris.
x Aerating and dethatching turf areas.
x Repair planting well and/ or grade around plants to eliminate runoff.
x Perform corrective pruning to eliminate hazards and damage to plant after
2nd Year of Growth.
¥¥¥¥¥¥¥¥¥¥¥
¥¥¥¥¥¥¥¥¥¥¥¥
¥¥¥¥
Add Mulch
(Maintain 3" Layer)¥¥¥¥
Fertilization: Reference
to Agronomical Soil's
report on these plans
¥¥¥¥
SHEET INDEX
PLANTING PLAN
TREE INVENTORY PLAN
IRRIGATION PLAN
TITLE SHEETL-1
L-2
L-3
L-4
Landscape and irrigation system to be maintained by the property owner.
LANDSCAPE
ARCHITECTURAL PLANS
FOR RESIDENCE
508 Coyle Avenue
Arcadia, CA 91006
PROJECT AREA = 10,375 s.q. ft.
LANDSCAPE AREA = 4,292 s.q. ft.
= 41 % of SITE
LAWN AREA = 1,724 s.q. ft.
= 16% of SITE
PROJECT AREA SUMMARY
CERTIFICATION OF LANDSCAPE DESIGN
I hereby certify that:
(1)I am a professional appropriately licensed in the State of California to provide
professional landscape design services.
(2)The landscape design and water use calculations for the property located at
(3)(provide street address or parcel number(s)) were prepared by me or under my
supervision.
(4)The landscape design and water use calculations for the identified property
comply with the requirements of the City of Pasadena Water Efficient Landscape
Ordinance (Municipal Code Chapter 13.18) and the City of Pasadena Water Efficient
Landscape Guidelines.
(5)The information I have provided in this Certificate of Landscape Design is true and
correct and is hereby submitted in compliance with the City of Pasadena Water Efficient
Landscape Guidelines.
Print Name Date
Signature License Number
Address
Telephone E-mail Address
Landscape Design Professional's Stamp
p
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PI
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DATE
05-31-23
RENEWAL DATE
1
3
EPCDNS
a.S M
A
y
A
SIGNATURE
0
A
H
C
I
R
C
E
4 T
03-01-2022
03-01-2022
IRRIGATION DETAILSL-5
COYLE AVE.
RESIDENCE
17
16
18
20
LAWN
LAWN
SYMBOL LEGEND
SYMBOL BOTANICAL NAME
TREES
QTY.
NORTH SCALE: 1" = 10'-0"NORTH
REVISIONS BY
p
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DATE
05-31-23
RENEWAL DATE
1
3
EPCDNS
a.S M
A
y
A
SIGNATURE
0
A
H
C
I
R
C
E
4 T
03-01-2022
R.S.
R.S.
CHECKED
02-16-2022
DATE
DRAWN
22022
JOB NO.
OF 5 SHEETS
NE
W
R
E
S
I
D
E
N
C
E
50
8
C
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L
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A
V
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AR
C
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C
A
9
1
0
0
6
0 5'10' 20'
*Mitigated tree see "Tree Preservation Notes".
*Tree# 19 is not protected. It is an
American Sycamore Tree.
COYLE AVE.
(E)
D
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W
A
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EX
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WALKWAY
RESIDENCE
LAWN
LAWN
SECTION VIEW N.T.S
GROUNDCOVER PLANTING DETAIL3
SECTION VIEW N.T.S
SHRUB PLANTING DETAIL 2
SECTION VIEW N.T.S
TREE PLANTING DETAIL 1
NOTE: ROOT BARRIERS SHALL BE 12" DEEP
MAX. & LINEAR APPLICATION ONLY.
NORTHNORTH
REVISIONS BY
p
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PI
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DATE
05-31-23
RENEWAL DATE
1
3
EPCDNS
a.S M
A
y
A
SIGNATURE
0
A
H
C
I
R
C
E
4 T
03-01-2022
R.S.
R.S.
CHECKED
02-16-2022
DATE
DRAWN
22022
JOB NO.
OF 5 SHEETS
NE
W
R
E
S
I
D
E
N
C
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50
8
C
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L
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C
A
9
1
0
0
6
0 5'10'20'
SCALE: 1/10" = 1'-0"
NOTE: ͞ I have complied with the criteria of the ordinance and
applied them accordingly for the efficient use of water in the
landscape design plan."
______________________________________________
Phil May, Landscape Architect Date
03-01-2022
COYLE AVE.
RESIDENCE
2
2
1"
1 1/2"
3/4"
3/4"
3/4"
3/4"
2
2
2
2
2
2 2
1
2
2
2
1
1
1
2
2
LAWN
LAWN
IRRIGATION LEGEND
SYMBOL MFG MODEL/ DESCRIPTION PATN.GPM PSI RAD DET
2
1
NORTHNORTH
REVISIONS BY
p
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DATE
05-31-23
RENEWAL DATE
1
3
EPCDNS
a.S M
A
y
A
SIGNATURE
0
A
H
C
I
R
C
E
4 T
03-01-2022
R.S.
R.S.
CHECKED
02-16-2022
DATE
DRAWN
22022
JOB NO.
OF 5 SHEETS
NE
W
R
E
S
I
D
E
N
C
E
50
8
C
O
Y
L
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A
V
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N
U
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AR
C
A
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I
A
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C
A
9
1
0
0
6
NOTE: SEE SHEET L-4 FOR IRRIGATION DETAILS 0 5'10'20'
SCALE: 1/10" = 1'-0"
1.Check valves or anti-drain valves are required
on all sprinkler heads
where low point drainage could occur.
2.A diagram of the irrigation plan showing
hydrozones shall be kept with the irrigation
controller for subsequent management
purposes.
3.An irrigation audit report shall be completed
at the time of
final inspection.
4.At the time of final inspection, the
permit applicant must provide the
owner property with a certificate of
completion of installation, irrigation
schedule of landscape and irrigation
PDLQWHQDQFH
5."Unless contradicted by a soils test,
compost at a rate of a minimum of
four cubic yards per 1,000 square feet
or permeable area shall be
incorporated to a depth of six inches
into the soil."
NOTES
Irrigation Schedule (Establishment Period)
Water Pressure at meter or at pressure reducer
Irrigation Controller Brand
Valve
No.
Hydrozone
type-
high, med., low
Irrigation type
(drip, low flow,
etc.)
Mfr rated flow
GPH
Application
time period
(minutes/day)
Total gallons
=(GPH) x
(1hr/60min) x
(#minutes)
Days
per week
Summer
1 HIGH SPRAY 42 7
79 PSI
HUNTER
Days
per week
Winter
4
2 LOW DRIP .60 7 4
Irrigation Schedule (Established - Mature Planting)
Water Pressure at meter or at pressure reducer
Irrigation Controller Brand
Valve
No.
Hydrozone
type-
high, med., low
Irrigation type
(drip, low flow,
etc.)
Mfr rated flow
GPH
Application
time period
(minutes/day)
Total gallons
=(GPH) x
(1hr/60min) x
(#minutes)
Days
per week
Summer
1 HIGH SPRAY 42 15 11.25 4
79 PSI
HUNTER
Days
per week
Winter
2
2 LOW DRIP 4 2
15 11.25
35 .35
4 LOW DRIP .60 35 .35 4 2
3 HIGH SPRAY 42 7 41511.25
.60 35 .35
4 LOW DRIP .60 7 435.35
3 HIGH SPRAY 42 15 11.25 4 2
NOTE: ͞ I have complied with the criteria of the ordinance and
applied them accordingly for the efficient use of water in the
irrigation design plan."
______________________________________________
Phil May, Landscape Architect Date
03-01-2022
IRRIGATION LEGEND
SYMBOL MFG MODEL/ DESCRIPTION PATN.GPM PSI RAD DET
2
1
N.T.S
HUNTER IRRIGATION CONTROLLERF
ON-SURFACE INSTALLATION N.T.S
TECHLINE DRIP (END FEED LAYOUT)H
TYPICAL DETAIL N.T.S
PIPE & WIRE TRENCHINGT
N.T.S
BALL VALVEK
N.T.S
WEATHER SENSORF
REVISIONS BY
p
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PI
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DATE
05-31-23
RENEWAL DATE
1
3
EPCDNS
a.S M
A
y
A
SIGNATURE
0
A
H
C
I
R
C
E
4 T
03-01-2022
R.S.
R.S.
CHECKED
02-16-2022
DATE
DRAWN
22022
JOB NO.
OF 5 SHEETS
NE
W
R
E
S
I
D
E
N
C
E
50
8
C
O
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L
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A
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N
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AR
C
A
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C
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9
1
0
0
6
N.T.S
POP-UP DETAILA
(PLUMBED TO POLY) N.T.S
MANUAL LINE FLUSHING VALVE TLSOV C
N.T.S
SLEEVESG
N.T.S
HOSE BIBBE
HIGH=4.5 - 17.6 GPM OR LOW= 0.25 - 4.4 GPM N.T.S
LOW FLOW CONTROL ZONE ASSEMBLYJ
N.T.S
REMOTE CONTROL VALVEI
N.T.S
BACKFLOW PREVENTERL