HomeMy WebLinkAboutR-376317m
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8
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FEDAID: -
CALL 48 HOURS
BEFORE YOU DIG
1-800-424-5555
J
IRRIGATION LEGEND
F =SST RAINBIRD 1812—SAM—PRS SHRUB SPRAYS, / J
Q I E S*T 30 PSI (12" POP UP), MPR NOZZLES. LDv06
• RAINBIRD 44LRC, 1" QUICK COUPLING I 1
VALVE, LOCKING TOP LD -06
N LINE SIZE MAINLINE GATE VALVE
(ISOLATION VALVE) LD -06
SUPERIOR 950 DW SERIES W/PRS, 24 VOLT L—)
REMOTE CONTROL ZONE VALVES WITH LD -006
ZONE NUMBER DESIGNATION.
SIZE CONTROL VALVES AS FOLLOWS:
VALVE SIZE ALLOWABLE FLOW RATE
950 -DW -1.00 IN. 0-25 GPM.
950 -DW -1.25 IN. 26-40 GPM.
950 -DW -1.50 IN. 41-55 GPM.
950 -DW -2.00 IN. 55+ GPM.
(NOTE) CONTRACTOR MAY RE -USE EXISTING
IRRIGATION REMOTE CONTROL VALVES IF THE
RESULT IS A COST SAVINGS
�i BergerABAM n.E�
WAVIM N
REGLSIFAN
33301 9th Avenue South, Suite 300
Federal Way, Washington 98003-2600
WD +. swwxo
(206) 431-2300 Fax: (206) 431-2250 `r"" 7 W. °"
NO.
zale;'$ REMOTE CONTROL VALVE NUMBER
* REMOTE CONTROL GPM NUMBER
PROPOSED SCHEDULE 40 PVC MAINLINE PIPING,
SIZE 3" DIAMETER I
---- EXISTING 3" DIA. SCHEDULE 40 PVC MAINLINE PIPING,
EXISTING TO REMAIN.
CLASS 200 PVC LATERAL LINE PIPING: 4
LD�O6
IRRIGATION LATERALS TO BE SIZED ACCORDING TO FLOWS ACCUMULATED.
3/4" LATERAL PIPE—CLASS 200 (0-10 GPM)
1" LATERAL PIPE—CLASS 200 (11-16 GPM)
1 1/4" LATERAL PIPE—CLASS 200 (17-26 GPM)
1 1/2" LATERAL PIPE—CLASS 200 (27-35 GPM)
2" LATERAL PIPE—CLASS 200 (35-55 GPM)
PIPE SIZES SHALL BE ADJUSTED IN THE FIELD TO MATCH AS—BUILT CONDITIONS. IF
EXISTING PIPING IN FIELD IS USED THE CONTRACTOR IS REQUIRED TO VERIFY THAT THE
PIPE SECTIONS ARE LARGE ENOUGH TO ACCOMMODATE THE PROPOSED IRRIGATION
ACCUMULATED GPM FLOW
— — — — PVC SLEEVE FOR PIPE AND/OR WIRE,
(SEE SPECIFICATIONS)
REVISION
JBR
BY I DATE I APPR I xaRRvm,
GENERAL NOTES
1. ALL WORK IS REQUIRED TO BE PERFORMED IN ACCORDANCE WITH
CITY OF RENTON STD. SPECIFICATIONS.
2. SEE SHEETS LD -1 AND LD -2 FOR LANDSCAPE PLANS. SEE SHEET
LD -3 FOR PLANTING SCHEDULE, SIZE, SPACING, ETC. AND
GENERAL LANDSCAPE NOTES
3. SEE SHEETS LD -4 AND LD -5 FOR IRRIGATION PUNS AND LD -6
FOR IRRIGATION NOTES.
4. SEE CIVIL PUNS FOR SITE DEVELOPMENT AND UTILITY LOCATIONS.
5. ALL LOCATIONS OF EXISTING UTILITIES SHOULD BE VERIFIED IN
THE FILED BEFORE CONSTRUCTION. CONTRACTOR SHALL PROTECT
EXISTING UTILITIES TO REMAIN.
6. HORIZONTAL DATUM: WASHINGTON STATE COORDINATE SYSTEM,
NORTH ZONE, NORTH AMERICAN DATUM 1983 (91)
7. VERTICAL DATUM: NATIONAL GEODETIC VERTICAL DATUM 1929
IRRIGATION CONSTRUCTION NOTES
NEW IRRIGATION. CONTRACTOR RESPONSIBLE TO INSTALL
NEW IRRIGATION EQUIPMENT AND TIE INTO THE NEW
IRRIGATION WATER SOURCE.
NO IRRIGATION IN THIS TIGHT LANDSCAPE PLANTING
AREA. PUNTS IN THIS AREA ARE DROUGHT TOLERANT
AND WILL NOT REQUIRE IRRIGATION.
A B C D E F(
R-316311
IN CO PLIANCE WITH CITY OF RENTON
STANDARDS .!
BY: Date:
BY: Date:
BY: Date:
BY: Date:
20' 10' 0 20' 40'
SCALE IN FEET _
CIO
C11 —
C12
C131
C14 - -
C75
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C17
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C78
C20 - -
C21 - I Ar
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C23
C24_ _ _ _
C25 1 —
C26- -
C27
C28
C29
C30
AS SHOWN
Nw%� PEDESTRIAN PATHWAYS AND PARKING
I cR�N ' BOE//VG® N. STH ST. IMPROVEMENTS
� DATUM
v No*
T PARTIAL IRRIGATION PLAN - SHEET 2
we ecx
5(!IE IROpMR41Y
H J K L
10/24/14
LD -5
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FEDAID: -
CALL 48 HOURS
BEFORE YOU DIG
1-800-424-5555
J
IRRIGATION LEGEND
F =SST RAINBIRD 1812—SAM—PRS SHRUB SPRAYS, / J
Q I E S*T 30 PSI (12" POP UP), MPR NOZZLES. LDv06
• RAINBIRD 44LRC, 1" QUICK COUPLING I 1
VALVE, LOCKING TOP LD -06
N LINE SIZE MAINLINE GATE VALVE
(ISOLATION VALVE) LD -06
SUPERIOR 950 DW SERIES W/PRS, 24 VOLT L—)
REMOTE CONTROL ZONE VALVES WITH LD -006
ZONE NUMBER DESIGNATION.
SIZE CONTROL VALVES AS FOLLOWS:
VALVE SIZE ALLOWABLE FLOW RATE
950 -DW -1.00 IN. 0-25 GPM.
950 -DW -1.25 IN. 26-40 GPM.
950 -DW -1.50 IN. 41-55 GPM.
950 -DW -2.00 IN. 55+ GPM.
(NOTE) CONTRACTOR MAY RE -USE EXISTING
IRRIGATION REMOTE CONTROL VALVES IF THE
RESULT IS A COST SAVINGS
�i BergerABAM n.E�
WAVIM N
REGLSIFAN
33301 9th Avenue South, Suite 300
Federal Way, Washington 98003-2600
WD +. swwxo
(206) 431-2300 Fax: (206) 431-2250 `r"" 7 W. °"
NO.
zale;'$ REMOTE CONTROL VALVE NUMBER
* REMOTE CONTROL GPM NUMBER
PROPOSED SCHEDULE 40 PVC MAINLINE PIPING,
SIZE 3" DIAMETER I
---- EXISTING 3" DIA. SCHEDULE 40 PVC MAINLINE PIPING,
EXISTING TO REMAIN.
CLASS 200 PVC LATERAL LINE PIPING: 4
LD�O6
IRRIGATION LATERALS TO BE SIZED ACCORDING TO FLOWS ACCUMULATED.
3/4" LATERAL PIPE—CLASS 200 (0-10 GPM)
1" LATERAL PIPE—CLASS 200 (11-16 GPM)
1 1/4" LATERAL PIPE—CLASS 200 (17-26 GPM)
1 1/2" LATERAL PIPE—CLASS 200 (27-35 GPM)
2" LATERAL PIPE—CLASS 200 (35-55 GPM)
PIPE SIZES SHALL BE ADJUSTED IN THE FIELD TO MATCH AS—BUILT CONDITIONS. IF
EXISTING PIPING IN FIELD IS USED THE CONTRACTOR IS REQUIRED TO VERIFY THAT THE
PIPE SECTIONS ARE LARGE ENOUGH TO ACCOMMODATE THE PROPOSED IRRIGATION
ACCUMULATED GPM FLOW
— — — — PVC SLEEVE FOR PIPE AND/OR WIRE,
(SEE SPECIFICATIONS)
REVISION
JBR
BY I DATE I APPR I xaRRvm,
GENERAL NOTES
1. ALL WORK IS REQUIRED TO BE PERFORMED IN ACCORDANCE WITH
CITY OF RENTON STD. SPECIFICATIONS.
2. SEE SHEETS LD -1 AND LD -2 FOR LANDSCAPE PLANS. SEE SHEET
LD -3 FOR PLANTING SCHEDULE, SIZE, SPACING, ETC. AND
GENERAL LANDSCAPE NOTES
3. SEE SHEETS LD -4 AND LD -5 FOR IRRIGATION PUNS AND LD -6
FOR IRRIGATION NOTES.
4. SEE CIVIL PUNS FOR SITE DEVELOPMENT AND UTILITY LOCATIONS.
5. ALL LOCATIONS OF EXISTING UTILITIES SHOULD BE VERIFIED IN
THE FILED BEFORE CONSTRUCTION. CONTRACTOR SHALL PROTECT
EXISTING UTILITIES TO REMAIN.
6. HORIZONTAL DATUM: WASHINGTON STATE COORDINATE SYSTEM,
NORTH ZONE, NORTH AMERICAN DATUM 1983 (91)
7. VERTICAL DATUM: NATIONAL GEODETIC VERTICAL DATUM 1929
IRRIGATION CONSTRUCTION NOTES
NEW IRRIGATION. CONTRACTOR RESPONSIBLE TO INSTALL
NEW IRRIGATION EQUIPMENT AND TIE INTO THE NEW
IRRIGATION WATER SOURCE.
NO IRRIGATION IN THIS TIGHT LANDSCAPE PLANTING
AREA. PUNTS IN THIS AREA ARE DROUGHT TOLERANT
AND WILL NOT REQUIRE IRRIGATION.
A B C D E F(
R-316311
IN CO PLIANCE WITH CITY OF RENTON
STANDARDS .!
BY: Date:
BY: Date:
BY: Date:
BY: Date:
20' 10' 0 20' 40'
SCALE IN FEET _
CIO
C11 —
C12
C131
C14 - -
C75
Ct6-
C17
cis
C78
C20 - -
C21 - I Ar
-
ar
C23
C24_ _ _ _
C25 1 —
C26- -
C27
C28
C29
C30
AS SHOWN
Nw%� PEDESTRIAN PATHWAYS AND PARKING
I cR�N ' BOE//VG® N. STH ST. IMPROVEMENTS
� DATUM
v No*
T PARTIAL IRRIGATION PLAN - SHEET 2
we ecx
5(!IE IROpMR41Y
H J K L
10/24/14
LD -5
17 2
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