HomeMy WebLinkAboutR-3763160
0
J
t3 l
O
a
Z
N
a)
54
2 I U)
LU
vl 950 -DW -1.50 IN. 41-55 GPM.
950 -DW -2.00 IN. 55+ GPM.
N
o (NOTE) CONTRACTOR MAY RE -USE EXISTING
a IRRIGATION REMOTE CONTROL VALVES IF THE
RESULT IS A COST SAVINGS
ad�na
^ FEDAID: -
BergerABAM a
CALL 48 HOURS
BEFORE YOU DIG 333019th Avenue South, Suite 300_
w Federal Way, Washington 98003-2600
1-800-424-5555 (206) 431-2300 Fax: (206) 431-2250 WllOn W. 927 NO. REVISION
J
ZWL— REMOTE CONTROL VALVE NUMBER
�REMOTE CONTROL GPM NUMBER
PROPOSED SCHEDULE 40 PVC MAINLINE PIPING,
SIZE 3" DIAMETER LD -06
---- EXISTING 3" DIA. SCHEDULE 40 PVC MAINLINE PIPING,
EXISTING TO REMAIN.
CLASS 200 PVC LATERAL LINE PIPING: 4
LD -006
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)
W,
AS SHOWN
JBR,
AT ML SWEML'SWE�
BY DATE APPR I
wmrx: euw ,om
iov¢artw wa rev/iuei
DATUM
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 PLANS AND LD -6
FOR IRRIGATION NOTES.
4. SEE CIVIL PLANS 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
EXISTING IRRIGATION SYSTEM IN THIS AREA TO BE
REMOVED. CONTRACTOR SHALL NOT USE EXISTING
IRRIGATION EQUIPMENT IN THE NEW SYSTEM.
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. PLANTS IN THIS AREA ARE DROUGHT TOLERANT
AND WILL NOT REQUIRE IRRIGATION.
A B C D E F C H J K L
Cr1
C131 - A
R -316316 C15-
C16
C1e
C20
C21 - - I ll~f IFI -k` ----I-
BY: V Date: C221 - _ _
C23- - - - _
BY: Date: CC26 � _
I
BY: Date: IIN
BY: Date: - I
C28
C2a
20' 10' 0 20' 40' cw =
SCALE IN FEET
COV.- Gly f 4-Doss'T -�L
PEDESTRIAN PATHWAYS AND PARKING 10/24/14
BOE�A�G® N. 6TH ST. IMPROVEMENTS'"°a°°`
PARTIAL IRRIGATION PLAN - SHEET 1
CD: Q---574 --�f 6
LD -4
16 26
IRRIGATION LEGEND
0
�g
C
F H SST
RAINBIRD 1812 -SAM -PRS SHRUB SPRAYS,
n
Q TIE*
PSI (12" POP UP), MPR NOZZLES. LD -006
ST
(T)
5
•
RAINBIRD 44LRC, 1" QUICK COUPLING I
AN EXISTING SLEEVE IS BELIEVED TO BE LOCATED IN THIS AREA. 'CoNTRACTOR
o nz
LD -06
VALVE, LOCKING TOP
�
~ G
'°
—
LINE SIZE MAINLINE GATE VALVE
T
O
(ISOLATION VALVE) LD -06
lD
38.9 CONFIRM WIRING FROM THE EXISTING CONTROLLER FOR THE BOEING CAMPUS IS IN THE
m
a
�
1
SUPERIOR 950 DW SERIES W/PRS, 24 VOLT
-
LD
p
-006
REMOTE CONTROL ZONE VALVES WITH
d
�>
20
PLANTERS JUST NORTH OF 6TH STREET. CONTRACTOR SHALL UTILIZE EXISTING WIRES TO
SIZE CONTROL VALVES AS FOLLOWS:
`�>
VALVE SIZE ALLOWABLE FLOW RATE
z
I
i
�
n
950 -DW -1.00 IN. 0-25 GPM.
I
CONTROL THE NEW IRRIGATION OFF THE EXISTING CONTROLLER NEAR LOGAN STREET. IF
950 -DW -1.25 IN. 26-40 GPM.
33
- - ""--
m
DC
�
N
38.5
THERE ARE NO WIRES AVAILABLE THEN THE CONTRACTOR SHALL PROVIDE OWNER WITH
Z
a
n,
ALTERNATIVE OPTIONS TO CONTROL THE IRRIGATION SOUTH OF STH STREET.
LATERAL SHOWN WITHIN A PAVED AREA FOR
GRAPHIC CLARITY ONLY. INSTALL
-
IRRIGATION LATERAL WITHIN LANDSCAPE
-- -
PROPOSED VALVES TO BE PLACED IN EXISTING PLANTING BED AND
'
-/
AREAS AND SLEEVES ONLY.
-,
UTILIZE EXISTING MAINLINE. VALVES AND LATERALS SHOWN IN/
i
PAVED AREAS FOR VISUAL CLARITY ONLY. INSTALL IRRIGATIONi
;
EQUIPMENT WITHIN LANDSCAPE AREAS.
,.
-
THIS LATERAL FEEDS IRRIGATION IN THE EXISTING LANDSCAPE
PLANTING BED. CONTRACTOR SHALL MAKE SURE THAT BOTH
-
/,%„
EXISTING AND PROPOSED PORTIONS OF THE IRRIGATION SYSTEM
ARE OPERATIONAL AFTER INSTALLING NEW EQUIPMENT.
/
PLAN
vl 950 -DW -1.50 IN. 41-55 GPM.
950 -DW -2.00 IN. 55+ GPM.
N
o (NOTE) CONTRACTOR MAY RE -USE EXISTING
a IRRIGATION REMOTE CONTROL VALVES IF THE
RESULT IS A COST SAVINGS
ad�na
^ FEDAID: -
BergerABAM a
CALL 48 HOURS
BEFORE YOU DIG 333019th Avenue South, Suite 300_
w Federal Way, Washington 98003-2600
1-800-424-5555 (206) 431-2300 Fax: (206) 431-2250 WllOn W. 927 NO. REVISION
J
ZWL— REMOTE CONTROL VALVE NUMBER
�REMOTE CONTROL GPM NUMBER
PROPOSED SCHEDULE 40 PVC MAINLINE PIPING,
SIZE 3" DIAMETER LD -06
---- EXISTING 3" DIA. SCHEDULE 40 PVC MAINLINE PIPING,
EXISTING TO REMAIN.
CLASS 200 PVC LATERAL LINE PIPING: 4
LD -006
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)
W,
AS SHOWN
JBR,
AT ML SWEML'SWE�
BY DATE APPR I
wmrx: euw ,om
iov¢artw wa rev/iuei
DATUM
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 PLANS AND LD -6
FOR IRRIGATION NOTES.
4. SEE CIVIL PLANS 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
EXISTING IRRIGATION SYSTEM IN THIS AREA TO BE
REMOVED. CONTRACTOR SHALL NOT USE EXISTING
IRRIGATION EQUIPMENT IN THE NEW SYSTEM.
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. PLANTS IN THIS AREA ARE DROUGHT TOLERANT
AND WILL NOT REQUIRE IRRIGATION.
A B C D E F C H J K L
Cr1
C131 - A
R -316316 C15-
C16
C1e
C20
C21 - - I ll~f IFI -k` ----I-
BY: V Date: C221 - _ _
C23- - - - _
BY: Date: CC26 � _
I
BY: Date: IIN
BY: Date: - I
C28
C2a
20' 10' 0 20' 40' cw =
SCALE IN FEET
COV.- Gly f 4-Doss'T -�L
PEDESTRIAN PATHWAYS AND PARKING 10/24/14
BOE�A�G® N. 6TH ST. IMPROVEMENTS'"°a°°`
PARTIAL IRRIGATION PLAN - SHEET 1
CD: Q---574 --�f 6
LD -4
16 26
IRRIGATION LEGEND
0
�g
C
F H SST
RAINBIRD 1812 -SAM -PRS SHRUB SPRAYS,
n
Q TIE*
PSI (12" POP UP), MPR NOZZLES. LD -006
ST
(T)
5
•
RAINBIRD 44LRC, 1" QUICK COUPLING I
ry.
o nz
LD -06
VALVE, LOCKING TOP
�
~ G
'°
►�
LINE SIZE MAINLINE GATE VALVE
T
O
(ISOLATION VALVE) LD -06
lD
vz
m
a
�
1
SUPERIOR 950 DW SERIES W/PRS, 24 VOLT
LD
p
-006
REMOTE CONTROL ZONE VALVES WITH
d
�>
ZONE NUMBER DESIGNATION.
SIZE CONTROL VALVES AS FOLLOWS:
VALVE SIZE ALLOWABLE FLOW RATE
z
I
i
�
n
950 -DW -1.00 IN. 0-25 GPM.
I
950 -DW -1.25 IN. 26-40 GPM.
vl 950 -DW -1.50 IN. 41-55 GPM.
950 -DW -2.00 IN. 55+ GPM.
N
o (NOTE) CONTRACTOR MAY RE -USE EXISTING
a IRRIGATION REMOTE CONTROL VALVES IF THE
RESULT IS A COST SAVINGS
ad�na
^ FEDAID: -
BergerABAM a
CALL 48 HOURS
BEFORE YOU DIG 333019th Avenue South, Suite 300_
w Federal Way, Washington 98003-2600
1-800-424-5555 (206) 431-2300 Fax: (206) 431-2250 WllOn W. 927 NO. REVISION
J
ZWL— REMOTE CONTROL VALVE NUMBER
�REMOTE CONTROL GPM NUMBER
PROPOSED SCHEDULE 40 PVC MAINLINE PIPING,
SIZE 3" DIAMETER LD -06
---- EXISTING 3" DIA. SCHEDULE 40 PVC MAINLINE PIPING,
EXISTING TO REMAIN.
CLASS 200 PVC LATERAL LINE PIPING: 4
LD -006
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)
W,
AS SHOWN
JBR,
AT ML SWEML'SWE�
BY DATE APPR I
wmrx: euw ,om
iov¢artw wa rev/iuei
DATUM
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 PLANS AND LD -6
FOR IRRIGATION NOTES.
4. SEE CIVIL PLANS 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
EXISTING IRRIGATION SYSTEM IN THIS AREA TO BE
REMOVED. CONTRACTOR SHALL NOT USE EXISTING
IRRIGATION EQUIPMENT IN THE NEW SYSTEM.
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. PLANTS IN THIS AREA ARE DROUGHT TOLERANT
AND WILL NOT REQUIRE IRRIGATION.
A B C D E F C H J K L
Cr1
C131 - A
R -316316 C15-
C16
C1e
C20
C21 - - I ll~f IFI -k` ----I-
BY: V Date: C221 - _ _
C23- - - - _
BY: Date: CC26 � _
I
BY: Date: IIN
BY: Date: - I
C28
C2a
20' 10' 0 20' 40' cw =
SCALE IN FEET
COV.- Gly f 4-Doss'T -�L
PEDESTRIAN PATHWAYS AND PARKING 10/24/14
BOE�A�G® N. 6TH ST. IMPROVEMENTS'"°a°°`
PARTIAL IRRIGATION PLAN - SHEET 1
CD: Q---574 --�f 6
LD -4
16 26
I
I
I�
8
�g
C
a
m
_moo
DS
y
3
z
m
o nz
�
~ G
o
I
I
I
n
s
I
I
I�
8
O
a
m
_moo
DS
y
E
o nz
� H z
~ G
J
o
C
s
O
" ; �
lD
vz
m
m
�
I
I
L7
�yn
z�
u
E
o nz
i
~ G
J
z�
L
v 3 y
O
aP;oF
1
N
z�
�>
z
I
i
n
—
I
33
➢�
o
m
DC
�
N
m
Z
a
n,