HomeMy WebLinkAbout2882-I-2_2I
W
D
U j 3/4'
1
W, 3/41'
W 3/4" � 14
MATCHLINE - SEE SHEET 1-1
I WIT nP 1A/r)P V
EXISTING CONTROL WIRE NOTE:
CONTRACTOR TO SPLICE NEW WIRES FOR NEW VALVES
ALONG WALNUT STREET TO EXISTING WIRES FROM VALVE
REMOVED ALONG BEECH AVENUE
EXISTING POINT OF CONNECTION:
EXISTING POINT OF CONNECTION 450' FROM BCR W/2" WATER METER, A 2"
BACKFLOW, A 2" PRESSURE REDUCING VALVE, A 2" GLOBE/MASTER VALVE, A
FLOW SENSOR, AND (2) LINE -SIZE GATE VALVES. CONTRACTOR TO CONNECT
EXISTING MAINLINE TO NEW MAINLINE AS SHOWN.
STATIC WATER PRESSURE: 92 PSI
SYSTEM DESIGN PRESSURE: 70 PSI
MAXIMUM IRRIGATION DEMAND: 46 GPM
WALNUT STREET
i
EXISTING CONTROLLER #F
=1LL
F-17 38 32 F-7 1
W
1 1 1 /2" WALNUT STREET 1_I
\Zl�
LIMIT OF WORK 12
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W 1 � 3' LA E AL LEEV -s 1 1 r4"
-- 3" LATERAL SLEF� 1 �s o a �w 1l r �w v� r ZW\ 1
1 W r4" 3/ r Q ' f 3/" 4.."14111
� • • • • •--.• •-• --- 4" WIRE SLEEVE
1 1 4" WIRE SLEEV i � 3!4" 3/4" 3/4" � � W
1 �������������a�e��������s 1
S 1 3/4.. 3r4" 3/4" 3/4" 1 114 ANIL
_ _
3 4., 1.. 1 1 /4"
r,,- ---- -3/4
Ri
11 6" MAIN SLE E 1 -
1< O
N S EEVE '\\\`\1�\`� `� *�1, ►`�►'\ 1 'X11►' '4�►'1►` .' 1► ' '� �► . ' '1.�1►`1► w�► 't ►\ `w.\ '\ '\ 1 ' . ►1►'' 1,� '1.1�.11�► 3.1' \ 11�1► 'ra ..
1 � 1
'�► LIMIT OF WORK t 3/4" 10
_,.1 �"_ 1 3/4"-
W
/4 -W 3r4" �� � � F' 11 39 _ �1 W
28 1 42
/411 j
�1 25 1 25 27
1 �t
1�
TYPICAL MOWSTRIP NOTE:
ALL MOWSTRIPS TO BE INSTALLED AT THE LIMIT OF WORK.
MOWSTRIPS TO BE LOCATED PER THE CORRESPONDING
CONSTRUCTION PLAN. SEE DETAIL H, SHEET P-3.
16 F-8 30 F-9
1 WALNUT STREET
1 CONTRACTOR TO CUT AND CAP MAINLINE
1 LIMIT OF WORK
1....1 �1.'�.�\���\.\.�1.�,\�\\�.�►\'�.\�.�,�\\.\\Z\.'��"�►.�'�,�.�\�,�1.1.���.'�.'�\�.�\\,�.�.�,1.�,.'�'�a.�.�.'�1,\�'�.\�.\'�.•.Z'���.\�.1,�►.1.����.�.\.�.\�."��.\1\��1.�'��.�.1.�.�,\1,�.\'�1,�1�'�,�.�"�\\.''�.�'��'�.�.li,�.'�\.�.-� �.'�,��`�.'��.��a1.`�\���,�.'��.'�7.�.\.�.1,��,.��.1.\.1.�'4-�\, `#.'�\.
QI N rr
3/411 3K�
1 W 314"'��'���.fD���s��.�����wr��������
W 4" WIRE SLEEV 1 - /4 -`-Alk Ah 1 V211
O
W 1 !4 3J4
: L 1 112" ' o 3/4" 3J4" ----a
�y i 114"
3/4" ,3i4" 3/411 ,
1 3r4 3/4_Mt
3/4" 3r4" 1 1/4" /4"
,,-
1 B" AIN EVE 1.;\;a'\1.'\\."4►'\\�ti'4''�►!'►'''\\'.\'+'\'.�a''.`\1.1.1''\.\\.'4'��►'\1.'+�'\\.'�'1►'4,"4'!�\\'rr.\ \
LIMIT OF WORK
W 1 D �,,, /4",~ti��
z 1 -'� 33 F-10
or
J 1 *�'` 43 1 1/4" 51 52
F-
Q I
Underground Service Alert
Cali: TOLL FREE
100800
422-4133
TWO WORKING DAYS BEFORE YOU DIG
IRRIGATION LEGEND
SYM, MANUS MODEL NUMBER DESCRIPTION RADIUS G.P.M. P"U
b- TORO 570Z -12P -COM -50 POP-UP SPRAY HEAD 5' .10 30-40
TORO 570Z -12P -COM -5H POP --UP SPRAY HEAD 6 .20 30-40
6-- TORO 570Z -12P -COM -8Q POP-UP SPRAY HEAD 8' .25 30-40
• TORO 570Z -12P -COM -8H POP-UP SPRAY HEAD 8' .45 30-40
X TORO 570Z -12P -COM -8F POP-UP SPRAY HEAD 8' 1.00 30-40
TORO 570Z -12P -COM -10Q POP-UP SPRAY HEAD 10' .40 30-40
TORO 570Z -12P -COM -10T POP-UP SPRAY HEAD 10' .50 30-40
V TORO R 570Z -12P -COM -10H POP-UP SPRAY HEAD 10' .70 30-40
TORO 570Z -12P -COM -10F POP-UP SPRAY HEAD 10' 1.50 30-40
TORO 570Z -12P -COM -120 POP-UP SPRAY HEAD 12' .50 30-40
TORO 570Z -12P -COM -12H POP-UP SPRAY HEAD 12' 1.10 30-40
O TORO 5702 -12P -COM -12F POP-UP SPRAY HEAD 12' 2.20 30-40
TORO 570Z -12P -COM -15Q POP-UP SPRAY HEAD 15' .85 30-40
P SPRAY HEAD 15' 1.10- 30-40
TORO 5702 -12P -COM -15T POP - U
Y TORO 570Z -12P -COM -15H POP-UP SPRAY HEAD 15' 1.65 30-40
- P
TORO 5702 -12P -COM -15F POP PRAY HEAD 15' 3.60 30-40
SPRAY
TORO 570Z-12P-COM-I5-ADJ POP-UP SPRAY HEAD 15' VARIES 30-40
8 TORO 570Z-12P-COM-4SST POP-UP SPRAY HEAD 4'X30' .90 30-40
I TORO XP300-HP180-05 12" HP STREAM ROTOR 21-28' 2.02 35
TORO XP300-S-360-05 6" SHRUB STREAM ROTOR 21-28' 4.04 35
*CONTRACTOR TO USE APPROPRIATE ARC DISCS TO PROVIDE 100% COVERAGE TO PLANTING AREAS.
PROPOSED 2" DOMESTIC WATER METER BY SGWD, DEVELOPER TO
PAY ALL FEES AND PERMITS
NIBCO T-113 LINE -SIZE GATE VALVE
O FEBCO 825 -Y -BV -2.0 2" REDUCED PRESSURE BACKFLOW DEVICE
SUPERIOR 950 SERIES BRASS ELECTRIC REMOTE CONTROL VALVE, SIZE AS SHOWN
Q0 INDUSTRIAL DATA (F/S) FM1.25B 1.1/4" FLOW METER w/ 600 TRANSMITTER
SUPERIOR 3100 SERIES 2" NORMALLY CLOSED ELECTRIC GLOBE (MASTER VALVE)
RAINBIRD 33D/33DK QUICK COUPLING VALVE (SUPPLY (2) KEYS TOTAL)
TORO* 8000 NETWORK 8000 AUTOMATIC CONTROLLER
CAMBELL SCIENTIFIC INC.TE525 TIPPING BUCKET RAIN GUAGE (HEAVY DUTY MODEL)
APPROVED EXISTING EXISTING MAINLINE, SIZED AS SHOWN.
APPROVED SCH 40 PVC MAINLINE, SIZE AS SHOWN, MIN. COVER 18"; USE CL. 315
PVC FOR 2" AND LARGER. 24" MIN. AT STREET CROSSINGS
APPROVED CL. 200 PVC LATERAL LINE, SIZE AS SHOWN. 12" MIN. COVER
APPROVED SCH. 40 PVC SLEEVES, SIZED 2X LARGER THAN PIPE TO BE INSERTED, MIN.
COVER AS REQUIRED. FOR MAINLINE STREET CROSSINGS, USE 6"
SLEEVE, UNLESS OTHERWISE NOTED.
APPROVED SCH. 40 PVC 4" WIRE SLEEVES, MIN. COVER AS REQUIRED
UNLESS OTHERWISE NOTED.
----- APPROVED SCH. 40 PVC -UV BROWNLINE ULTRAGARD PIPE LATERAL LINE, ABOVE GRADE SIZE
AS SHOWN.
MODEL #CTPN-SSTFONT/CTPN-RLFONT, SUPPLIED BY CALIFORNIA TURF PRODUCTS, SAN DIEGO, CALIFORNIA,
(619) 793-3999.
PRESSURE LOSS CALCULATION
Point of Connection 'A'
PROJECT: North Morningside BY: JRB
1
DRAWN BY:
ARB
1
111=
1" - 20'_0"
1
1�
DATE:
9I27199
W
- -----
®�I
■
GPM: 49
IW
49
MASTER VALVE 1 1/211
49
WATER METER SIZE: 2" @
49
Ip
49
1�
IW
�
IW
i CD
4" WIRE SLEEVE
1
AUTOMATIC VALVE SIZE:�� 1 1/2' @
49
l
8
6" M IN SLE - VE
/1
V�
1 W
1z
22
i-
1 j
3/4"
W
1 -T
1U
_
31
Z
L.F. @
AVAILABLE PRESSURE (LOW):
(-) DEFICIT OR (+) RESIDUAL PRESSURE:
1
80 L.F. @
10
G P M
11/411
I
=1LL
F-17 38 32 F-7 1
W
1 1 1 /2" WALNUT STREET 1_I
\Zl�
LIMIT OF WORK 12
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„ 1�
W1
� 3!4" 10
W 1 � 3' LA E AL LEEV -s 1 1 r4"
-- 3" LATERAL SLEF� 1 �s o a �w 1l r �w v� r ZW\ 1
1 W r4" 3/ r Q ' f 3/" 4.."14111
� • • • • •--.• •-• --- 4" WIRE SLEEVE
1 1 4" WIRE SLEEV i � 3!4" 3/4" 3/4" � � W
1 �������������a�e��������s 1
S 1 3/4.. 3r4" 3/4" 3/4" 1 114 ANIL
_ _
3 4., 1.. 1 1 /4"
r,,- ---- -3/4
Ri
11 6" MAIN SLE E 1 -
1< O
N S EEVE '\\\`\1�\`� `� *�1, ►`�►'\ 1 'X11►' '4�►'1►` .' 1► ' '� �► . ' '1.�1►`1► w�► 't ►\ `w.\ '\ '\ 1 ' . ►1►'' 1,� '1.1�.11�► 3.1' \ 11�1► 'ra ..
1 � 1
'�► LIMIT OF WORK t 3/4" 10
_,.1 �"_ 1 3/4"-
W
/4 -W 3r4" �� � � F' 11 39 _ �1 W
28 1 42
/411 j
�1 25 1 25 27
1 �t
1�
TYPICAL MOWSTRIP NOTE:
ALL MOWSTRIPS TO BE INSTALLED AT THE LIMIT OF WORK.
MOWSTRIPS TO BE LOCATED PER THE CORRESPONDING
CONSTRUCTION PLAN. SEE DETAIL H, SHEET P-3.
16 F-8 30 F-9
1 WALNUT STREET
1 CONTRACTOR TO CUT AND CAP MAINLINE
1 LIMIT OF WORK
1....1 �1.'�.�\���\.\.�1.�,\�\\�.�►\'�.\�.�,�\\.\\Z\.'��"�►.�'�,�.�\�,�1.1.���.'�.'�\�.�\\,�.�.�,1.�,.'�'�a.�.�.'�1,\�'�.\�.\'�.•.Z'���.\�.1,�►.1.����.�.\.�.\�."��.\1\��1.�'��.�.1.�.�,\1,�.\'�1,�1�'�,�.�"�\\.''�.�'��'�.�.li,�.'�\.�.-� �.'�,��`�.'��.��a1.`�\���,�.'��.'�7.�.\.�.1,��,.��.1.\.1.�'4-�\, `#.'�\.
QI N rr
3/411 3K�
1 W 314"'��'���.fD���s��.�����wr��������
W 4" WIRE SLEEV 1 - /4 -`-Alk Ah 1 V211
O
W 1 !4 3J4
: L 1 112" ' o 3/4" 3J4" ----a
�y i 114"
3/4" ,3i4" 3/411 ,
1 3r4 3/4_Mt
3/4" 3r4" 1 1/4" /4"
,,-
1 B" AIN EVE 1.;\;a'\1.'\\."4►'\\�ti'4''�►!'►'''\\'.\'+'\'.�a''.`\1.1.1''\.\\.'4'��►'\1.'+�'\\.'�'1►'4,"4'!�\\'rr.\ \
LIMIT OF WORK
W 1 D �,,, /4",~ti��
z 1 -'� 33 F-10
or
J 1 *�'` 43 1 1/4" 51 52
F-
Q I
Underground Service Alert
Cali: TOLL FREE
100800
422-4133
TWO WORKING DAYS BEFORE YOU DIG
IRRIGATION LEGEND
SYM, MANUS MODEL NUMBER DESCRIPTION RADIUS G.P.M. P"U
b- TORO 570Z -12P -COM -50 POP-UP SPRAY HEAD 5' .10 30-40
TORO 570Z -12P -COM -5H POP --UP SPRAY HEAD 6 .20 30-40
6-- TORO 570Z -12P -COM -8Q POP-UP SPRAY HEAD 8' .25 30-40
• TORO 570Z -12P -COM -8H POP-UP SPRAY HEAD 8' .45 30-40
X TORO 570Z -12P -COM -8F POP-UP SPRAY HEAD 8' 1.00 30-40
TORO 570Z -12P -COM -10Q POP-UP SPRAY HEAD 10' .40 30-40
TORO 570Z -12P -COM -10T POP-UP SPRAY HEAD 10' .50 30-40
V TORO R 570Z -12P -COM -10H POP-UP SPRAY HEAD 10' .70 30-40
TORO 570Z -12P -COM -10F POP-UP SPRAY HEAD 10' 1.50 30-40
TORO 570Z -12P -COM -120 POP-UP SPRAY HEAD 12' .50 30-40
TORO 570Z -12P -COM -12H POP-UP SPRAY HEAD 12' 1.10 30-40
O TORO 5702 -12P -COM -12F POP-UP SPRAY HEAD 12' 2.20 30-40
TORO 570Z -12P -COM -15Q POP-UP SPRAY HEAD 15' .85 30-40
P SPRAY HEAD 15' 1.10- 30-40
TORO 5702 -12P -COM -15T POP - U
Y TORO 570Z -12P -COM -15H POP-UP SPRAY HEAD 15' 1.65 30-40
- P
TORO 5702 -12P -COM -15F POP PRAY HEAD 15' 3.60 30-40
SPRAY
TORO 570Z-12P-COM-I5-ADJ POP-UP SPRAY HEAD 15' VARIES 30-40
8 TORO 570Z-12P-COM-4SST POP-UP SPRAY HEAD 4'X30' .90 30-40
I TORO XP300-HP180-05 12" HP STREAM ROTOR 21-28' 2.02 35
TORO XP300-S-360-05 6" SHRUB STREAM ROTOR 21-28' 4.04 35
*CONTRACTOR TO USE APPROPRIATE ARC DISCS TO PROVIDE 100% COVERAGE TO PLANTING AREAS.
PROPOSED 2" DOMESTIC WATER METER BY SGWD, DEVELOPER TO
PAY ALL FEES AND PERMITS
NIBCO T-113 LINE -SIZE GATE VALVE
O FEBCO 825 -Y -BV -2.0 2" REDUCED PRESSURE BACKFLOW DEVICE
SUPERIOR 950 SERIES BRASS ELECTRIC REMOTE CONTROL VALVE, SIZE AS SHOWN
Q0 INDUSTRIAL DATA (F/S) FM1.25B 1.1/4" FLOW METER w/ 600 TRANSMITTER
SUPERIOR 3100 SERIES 2" NORMALLY CLOSED ELECTRIC GLOBE (MASTER VALVE)
RAINBIRD 33D/33DK QUICK COUPLING VALVE (SUPPLY (2) KEYS TOTAL)
TORO* 8000 NETWORK 8000 AUTOMATIC CONTROLLER
CAMBELL SCIENTIFIC INC.TE525 TIPPING BUCKET RAIN GUAGE (HEAVY DUTY MODEL)
APPROVED EXISTING EXISTING MAINLINE, SIZED AS SHOWN.
APPROVED SCH 40 PVC MAINLINE, SIZE AS SHOWN, MIN. COVER 18"; USE CL. 315
PVC FOR 2" AND LARGER. 24" MIN. AT STREET CROSSINGS
APPROVED CL. 200 PVC LATERAL LINE, SIZE AS SHOWN. 12" MIN. COVER
APPROVED SCH. 40 PVC SLEEVES, SIZED 2X LARGER THAN PIPE TO BE INSERTED, MIN.
COVER AS REQUIRED. FOR MAINLINE STREET CROSSINGS, USE 6"
SLEEVE, UNLESS OTHERWISE NOTED.
APPROVED SCH. 40 PVC 4" WIRE SLEEVES, MIN. COVER AS REQUIRED
UNLESS OTHERWISE NOTED.
----- APPROVED SCH. 40 PVC -UV BROWNLINE ULTRAGARD PIPE LATERAL LINE, ABOVE GRADE SIZE
AS SHOWN.
MODEL #CTPN-SSTFONT/CTPN-RLFONT, SUPPLIED BY CALIFORNIA TURF PRODUCTS, SAN DIEGO, CALIFORNIA,
(619) 793-3999.
PRESSURE LOSS CALCULATION
Point of Connection 'A'
PROJECT: North Morningside BY: JRB
STATIC PRESSURE HIGH: 95 PSI
DRAWN BY:
ARB
SOURCE OF INFORMATION: MAURICIO @ SGVW
111=
1" - 20'_0"
SUPPLIER: SAN GABRIEL VALLEY WATER
DATE:
9I27199
PHONE NUMBER: 626-448-6183
APPROVED Sr l`�Z plpjp
DATE:
CITY ENGINEER R.C.E. 25123 EXP. DATE 1213119
VALVE STATION/GPM: STATION: A-16
GPM: 49
ITEM:
FLOW METER 1 1/4"
49
MASTER VALVE 1 1/211
49
WATER METER SIZE: 2" @
49
BACKFLOW DEVICE SIZE: 2" @
49
GATE VALVE(S): 2 4" @
49
MAINLINE (SCH. 315): 21/21! 814L.F @
49
4" 464L. F@
49
AUTOMATIC VALVE SIZE:�� 1 1/2' @
49
LATERAL LINE SIZE 3/4 77 L.F. @
8
1 " 40 L.F. @
10
11/411 7 L.F. @
22
2" 3 L.F. @
49
IRRIGATION HEAD PRESSURE:
SYSTEM LOSSES SUBTOTAL:
32
FITTING LOSSES (10% OF SUBTOTAL):
ELEVATION LOSSES/GAINS (ELEV. x.433) t:
LATERAL LINE SIZE
TOTAL SYSTEM LOSSES:
L.F. @
AVAILABLE PRESSURE (LOW):
(-) DEFICIT OR (+) RESIDUAL PRESSURE:
1
PLAN CROSS REFERENCES
LOW: 86 PSI
GPM
GPM
GPM
GPM
GPM
GPM
GPM
GPM
GPM
GPM
GPM
GPM
SSS:
2.70
2.17
1.55
12.00
1.00
6.18
0.41
2.17
2.53
0.27
0.16
0.03
30.00
61.17
6.17
11.69
*55.65
86.00
(+) 30.35
FOR NOTES AND LEGENDS, SEE SHEET 1-1.
FOR DETAILS, SEE SHEET 1-3.
FOR SPECIFICATIONS, SEE SHEET S-2.
FOR CORRESPONDING CONSTRUCTION PLAN, SEE SHEET C-2.
FOR CORRESPONDING PLANTING PLAN, SEE SHEET P-2.
CITY OF FQNTANA, CALIFORNIA
a
DRAWN BY:
ARB
FORECAST 0 NORTH MORNINGSIDE
TRACT` X14775
LANDSCAPE MAINTENANCE DISTRICT
111=
1" - 20'_0"
JRB/KBY:
,�RB/KP�
DATE:
9I27199
CFE-CKM BY:
RW K
APPROVED Sr l`�Z plpjp
DATE:
CITY ENGINEER R.C.E. 25123 EXP. DATE 1213119
DVQ. Na.:
WATE METER SIZE:
PRESSURE LOSS CALCULATION
For Retention Basin
PROJECT: North Morningside BY: JRB
STATIC PRESSURE HIGH: 95 PSI LOW: 86 PSI
SOUR E OF INFORMATION: MAURICIO @ SGVW
SUPPLIER: SAN GABRIEL VALLEY WATER
PHON NUMBER: 626-448-6183
VALV STATION/GPM: STATION: A-22 GPM: 32
FLOW METER
1 1/4" C
32
GPM
MASTER VALVE
1 1 /2" 19
32
GPM
WATE METER SIZE:
2" @
32
GPM
BACK LOW DEVICE SIZE:
GROUP
2" @
32
GPM
GATE VALVE(S):
2
4" @
32
GPM
MAINLINE (SCH. 315):
21 /21!
814L.F @
32
GPM
4"
464L.F@
32
GPM
AUTOMATIC VALVE SIZE:
1 1/2' @
32
GPM
LATERAL LINE SIZE
3/411 72
L.F. @
8
1
80 L.F. @
10
G P M
11/411
40 L.F. @
22
G P M
2"
3 L.F. @
32
GPM
IRRIG TION HEAD PRESSURE:
SYST M LOSSES SUBTOTAL:
FITTI G LOSSES (10% OF SUBTOTAL):
ELEV TION LOSSES/GAINS (ELEV. x .433):t:
TOTA SYSTEM LOSSES:
AVAILS BLE PRESSURE (LOW):
(-) DEFICIT OR (+) RESIDUAL PRESSURE:
SHEET KEY MAP
P.S.I. LOSS:
1.38
1.14
0.80
12.00
1.00
1.58
0.21
1.14
2..05
LANDSCAPE
ARCH ITE CTURE
SITE PLANNING
10630 Town Center Or., Suite 128
Rancho Cucamonga, CA 91730
(909) 484-2B00
Fax (909) 484-2802
Richard Krumwiede
CA Lic. #2834 AZ Lic. # 29115 NV Lie. # 446
PND SCgApp
O Krumw,,e
Lv '�
08419
W�.Aw�'
PROJECT /CLIENT
ARCHITIRRA
DESIGN
GROUP
LANDSCAPE
ARCH ITE CTURE
SITE PLANNING
10630 Town Center Or., Suite 128
Rancho Cucamonga, CA 91730
(909) 484-2B00
Fax (909) 484-2802
Richard Krumwiede
CA Lic. #2834 AZ Lic. # 29115 NV Lie. # 446
PND SCgApp
O Krumw,,e
Lv '�
08419
W�.Aw�'
PROJECT /CLIENT