HomeMy WebLinkAbout2882-I-1_2Underground Service Alert
Call: TOLL FREE
((((� 1-800
422-4133
TWO WORKING DAYS BEFORE YOU DIG
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CONTRACTOR TO CUT AND CAP 4" MAINLINE
(IF ALREADY INSTALLED) FROM EXISTING WATER IRRIGATION NOTES
" - BOTTOM RIGHT IRRIGATION LEGEND
MATCHLINE BB SEE BO METER AND CONNECT TO NEW 2" WATER
,., �, ,.,, .� •h��'� ��"' METER AS SHOWN BELOW
SM MANUS, MODEL NUMBER DESCRIPTION S G.P. 1, THIS SYSTEM IS DIAGRAMMATIC, ALL PIPE, VALVES, ETC. SHOWN WITHIN PAVED
AREAS ARE FOR DESIGN CLARIFICATION ONLY AND SHALL BE INSTALLED IN PLANTING
—SEE SHEET 1-2
b' TORO 5702 -12P -COM -5Q POP-UP SPRAY HEAD 5' .10 30-40 AREAS WHEREVER POSSIBLE,
MATCHLINE
1
1 ,� ,,, r. �■■,,,,, � � � .. � •� ° TORO 5702 -12P -COM -5H POP-UP SPRAY HEAD 5' ,20 30'40 2, DO NOT WILLFULLY INSTALL THE SPRINKLER SYSTEM AS INDICATED ON THE
r �, m 25 30-40 DRAWINGS WHEN IT IS OBVIOUS IN THE FIELD THAT UNKNOWN OBSTRUCTIONS OR GRADL
1 ' I �-- TORO 570Z -12P -COM -8Q POP-UP SPRAY HEAP 8' DIFFERENCES EXIST AND SHOULD BE BROUGHT TO THE ATTENTION OF THE OWNER'S
1 \ 4' \ 45 30-40 AUTHORIZED REPRESENTATIVE. IN THE EVENT THAT THIS NOTIFICATION ISNOT
1 6 w TORO 570Z -12P -COM -8H POP-UP SPRAY HEAP 8 PERFORMED, THE CONTRACTOR MUST ASSUME FULL RESPONSIBILITY FOR REVISIONS
1
1 3/411 s � , TORO 570Z -12P -COM -8F POP-UP SPRAY HEAD 8' 1.00 30-40 NECESSARY,
1 1/4", 314' 3, SYSTEM DESIGN IS BASED ON MINIMUM OPERATING PRESSURE SHOWN AT EACH
' ' 3/4 3/4' W TORO 5702 -12P -COM -100 POP-UP SPRAY HEAD 10' .40 30-40 POINT OF CONNECTION WITH MAXIMUM GPM DEMAND SPECIFIED, IRRIGATION CONTRACTOR
SHALL VERIFY ALL PRESSURES ON SITE PRIOR TO CONSTRUCTION TO OWNER'S
1 3/411 3t4° -UP SPRAY HEAD 10' .50 30-40
s 1 1° /4" " TORO 670Z -12P -COM -10T POP CONSTRUCTION REPRESENTATIVE,
+ 1 \ 18 A.1 1 /4„ V TORO 570Z -12P -COM -I OH POP-UP SPRAY HEAD 10' .70 30-40
+� � 4, IT IS THE RESPONSIBILITY OF THE IRRIGATION CONTRACTOR TO FAMILIARIZE HIMSELF
1 I- 1 ' 41
1 -WITH ALL GRADE DIFFERENCES LOCATION OF WALLS, RETAINING WALLS, CURBS, ETC, HE
1 Is 1 `� 1 '� TORO 5702 -12P -COM -10F POP-UP SPRAY HEAD 10' i ,50 30-40 '
1„ S SHALL COORDINATE ALL HIS WORK WITH THE GENERAL CONTRACTOR AND OTHER SUB-
1 e •..._— 1 �► _ AD 12, 50 30.40 CONTRACTORS FOR LOCATION OF PIPE SLEEVES THROUGH WALLS, UNDER ROADS,
TORO 5702 -12P -COM -12Q POP-UP SPRAY HE PAVING AND STRUCTURES.
1 1/4" 44j ( �!' TORO 570Z-1 2P -COM -1 POP-UP SPRAY HEAD 12' 1,10 30'40 5, MAINLINE FEEDER BETWEEN POINT OF CONNECTION, METER, AND BACKFLOW
\1#4T ISTRICT,
2' I \ , 2 20 30.40 PREVENTER TO BE OF MATERIAL REQUIRED BY CURRENT WATER D
"� 1 O TORO 570Z -12P -COM -12F POP-UP SPRAY HEAD 12
42 1 \ 6, FINAL LOCATION OF THE AUTOMATIC CONTROLLER ENCLOSURE AND THE BACKFLOW
'
314" TORO 570Z -12P -COM -150 POP-UP SPRAY HEAD 15 .85 30-40 PREVENTION DEVICE SHALL BE APPROVED BY THE CITY'S AND OWNER'S
r „ 1
s
314' � �, REPRESENTATIVE, AND/OR LANDSCAPE ARCHITECT, WHERE APPLICABLE,
TORO 570Z -12P -COM -15T POP-UP SPRAY HEAD 15' 1.10 30-40
N7. IN ADDITION TO THE SLEEVES SHOWN ON THE PLAN, THE IRRIGATION CONTRACTOR + 1 N V TORO 5707 -12P -COM -15H POP-UP SPRAY HEAD 15' 1,65 30-40
SHALL BE RESPONSIBLE FOR THE INSTALLATION OF ADDITIONAL SLEEVES OF SUFFICIENT
'3/4f,
3' 1 1 F POP-UP SPRAY HEAD 15' 3.60 30-40 SIZE UNDER ALL PAVED AREAS PRIOR TO PAVING UPON APPROVAL OF THE OWNER'S
14 1 TORO 570Z -12P -COM -15F REPRESENTATIVE, IF REQUIRED TO OPERATE SYSTEMS.
31 A-9Is
1 1/4" 1 N TORO 570Z-12P-COM-I5-ADJ POP-UP SPRAY HEAD 15' VARIES 30-40 8, IRRIGATION CONTRACTOR SHALL FLUSH ALL LINES AND ADJUST ALL HEADS FOR
1 B TORO 570Z-12P-COM-4SST POP-UP SPRAY HEAD 4'X30' .90 30-40
MAXIMUM PERFORMANCE AND TO PREVENT OVERSPRAY ONTO WALKS, STREETS, AND
1 BUILDINGS AS MUCH AS POSSIBLE. THIS SHALL INCLUDE SELECTING THE BEST NOZZLE
W 35 RADIUS TO FIT UNUSUAL SITE CONDITIONS FOR APPROVAL PURPOSES AT NO EXTRA
' TORO XP300-HP180-05 12 HP STREAM ROTOR 21-28 2,02
CHARGE. CALL LANDSCAPE ARCHITECT 48 HOURS IN ADVANCE FOR ANY COVERAGE
1 ••
3J4 1 ��' TORO XP300-S-360-05 6" SHRUB STREAM ROTOR 21-28' 4.04 35 TESTS.
SS„
W S 1 13/4” "CONTRACTOR TO USE APPROPRIATE ARC DISCS TO PROVIDE 100% COVERAGE TO PLANTING AREAS. 9, QUALITY CONTROL OBSERVATION SEQUENCES ARE FOUND IN THE SPECIFICATIONS,
S 3/4" 1 4" ATERAL SL EEVE CONTRACTOR TO USE 6" POP -UPS IN TURF AREAS, 10, CLEAN-UP ON A DAILY BASIS PER OWNER'S REPRESENTATIVE'S APPROVAL,
�,
s ` 1 2 DOMESTIC WATER METER BY SGWD. DEVELOPER TO 11, CONTRACTOR TO INSTALL PCD SCREENS WHEREVER REQUIRED TO ADJUST THE RADIUS
� 1 � � I M PROPOSED
1 PAY
NE SIZE GATE VALVE
TO PROVIDE 100% COVERAGE TO REDUCE OVER ONTO WALLS AND WALKS AS
1 ►/ NIBCO T-113 MUCH AS POSSIBLE.
W s 3/4' 4 s 1
� � '� � D FEBCO 825 -Y -BV -2,0 2" REDUCED PRESSURE BACKFLOW DEVICE
1 M IN TURF AREAS TO BE INSTALLED ON TORO 57OZ6P BODIES
N 0 s 1 BRASS ELECTRIC REMOTE CONTROL VALVE, SIZE AS SHOWN 12.
Z Q ?, s 1 SUPERIOR 950 SERIES UNLESS QiYERIMME NOTED
•�• � L" ' '� W � 1 � METER w/600 TRANSMITTER
+ ; 6" IN SLEE POINT OF CONNECTION A . i' INDUSTRIAL DATA (FIS) FM1,25B 1.114 FLAW M E
M Cr 13, CONTRACTOR TO INSTALL EXTRA CONTROL PILOT WIRES FROM EACH CONTROLLER
I _ _ 4, MAKE POINT OF CONNECTION IMMEDIATELY DOWNSTREAM OF NEWS 2
T WATER METER. CONTRACTOR TO CONNECT EXISTING 4 s 1 ( '� O ( SUPERIOR 3100 SERIES 2" NORMALLY CLOSED ELECTRIC GLOBE (MASTER VALVE) AND LOOPED UP INTO EACH VALVE BOX (24" COIL) TO THE END OF SYSTEM. THE EXTRA
DOMESTIC - WIRES SHALL BE IDENTIFIED AS EXTRA AND NUMBERS WITH TAGS AT EACH VALVE BOX
1 3 a' \ IRRIGATION MAINLINE (IF ALREADY INSTALLED) TO NEW IRRIGATION L s w u- 33D133DK
WATER METER. EXTEND�NEW TYPE K COPPER PIPE ((OR AS PER �LOCA \ 1 I 0 RAINBIRD QUICK COUPLING VALVE {SUPPLY (2) KEYS TOTAL) AND AT ALL CONTROLLERS.
' CODE) AND INSTALL A 2 REDUCED PRESSURE BACKFLOW,A 1 112
1 3 4,_ .. GLOBE/MASTER VALVE, A 11/4" FLOW METER, AND (2) LINE -SIZE GATE 4' `Is 2
� ~ TORO* 8000 NETWORK 800Q AUTOMATIC CONTROLLER
o
VALVES, EXTEND NEW PRESSURE MAINLINE TO VALVES AS SHOWN. 1
3/4" \ 1 '� CAMBELL SCIENTIFIC INC.TE525 TIPPING BUCKET RAIN GUAGE (HEAVY DUTY MODEL)
W \ s STATIC WATER PRESSURE: 95 PSI '� 1 �'
W ' SYSTEM DESIGN PRESSURE: 55 PSI 42 A.2 ,� r "'—'-'— APPROVED EXISTING EXISTING MAINLINE, SIZED AS SHOWN.
(� I i , MAXIMUM IRRIGATION DEMAND: 50 GPM 1 1/2„ 1 3 4' 3/4 m m w SIZE AS SHOWN MIN. COVER 18 USE CL. 315
1„ APPROVED SCH 40 PVC MAINLINE, ,
1 PVC FOR 2" AND LARGER. 24" MIN. AT STREET CROSSINGS
� 1 �
r PVC LATERAL LINE, SIZE AS SHOWN. 120 IN. COVER
0 1 APPROVED CL. 200
'1 1„ 1 1/4" APPROVED SCH. 40 PVC SLEEVES, SIZED 2X LARGER THAN PIPE TO BE INSERTED, MIN.
LL
0 42.1elk COVER AS REQUIRED. FOR MAINLINE STREET CROSSINGS, USE 6"
F- N 2 1" _s SLEEVE, UNLESS OTHERWISE NOTED.
4" WIRE SLEEVES, MIN. COVER AS REQUIRED
1 APPROVED SCH, 40 PVC UNLESS OTHERWISE NOTED,
is 9 ----- APPROVED SCH. 40 PVC -UV BROWNLINE ULTRAGARD PIPE LATERAL LINE, ABOVE GRADE SIZE
3J4 /4' 1 AS SHOWN.
* MODEL #CTPN-SSTFONT/CTPN-RLFONT, SUPPLIED BY CALIFORNIA TURF PRODUCTS, SAN DIEGO, CALIFORNIA,
1411 (6 19) 793-3999,
1
1
4,
1
314"
3/4"
9/27199
9/27
'
CHECKED BY:
RWK
1
0�
\
I
'3/4f,
3' 1 1 F POP-UP SPRAY HEAD 15' 3.60 30-40 SIZE UNDER ALL PAVED AREAS PRIOR TO PAVING UPON APPROVAL OF THE OWNER'S
14 1 TORO 570Z -12P -COM -15F REPRESENTATIVE, IF REQUIRED TO OPERATE SYSTEMS.
31 A-9Is
1 1/4" 1 N TORO 570Z-12P-COM-I5-ADJ POP-UP SPRAY HEAD 15' VARIES 30-40 8, IRRIGATION CONTRACTOR SHALL FLUSH ALL LINES AND ADJUST ALL HEADS FOR
1 B TORO 570Z-12P-COM-4SST POP-UP SPRAY HEAD 4'X30' .90 30-40
MAXIMUM PERFORMANCE AND TO PREVENT OVERSPRAY ONTO WALKS, STREETS, AND
1 BUILDINGS AS MUCH AS POSSIBLE. THIS SHALL INCLUDE SELECTING THE BEST NOZZLE
W 35 RADIUS TO FIT UNUSUAL SITE CONDITIONS FOR APPROVAL PURPOSES AT NO EXTRA
' TORO XP300-HP180-05 12 HP STREAM ROTOR 21-28 2,02
CHARGE. CALL LANDSCAPE ARCHITECT 48 HOURS IN ADVANCE FOR ANY COVERAGE
1 ••
3J4 1 ��' TORO XP300-S-360-05 6" SHRUB STREAM ROTOR 21-28' 4.04 35 TESTS.
SS„
W S 1 13/4” "CONTRACTOR TO USE APPROPRIATE ARC DISCS TO PROVIDE 100% COVERAGE TO PLANTING AREAS. 9, QUALITY CONTROL OBSERVATION SEQUENCES ARE FOUND IN THE SPECIFICATIONS,
S 3/4" 1 4" ATERAL SL EEVE CONTRACTOR TO USE 6" POP -UPS IN TURF AREAS, 10, CLEAN-UP ON A DAILY BASIS PER OWNER'S REPRESENTATIVE'S APPROVAL,
�,
s ` 1 2 DOMESTIC WATER METER BY SGWD. DEVELOPER TO 11, CONTRACTOR TO INSTALL PCD SCREENS WHEREVER REQUIRED TO ADJUST THE RADIUS
� 1 � � I M PROPOSED
1 PAY
NE SIZE GATE VALVE
TO PROVIDE 100% COVERAGE TO REDUCE OVER ONTO WALLS AND WALKS AS
1 ►/ NIBCO T-113 MUCH AS POSSIBLE.
W s 3/4' 4 s 1
� � '� � D FEBCO 825 -Y -BV -2,0 2" REDUCED PRESSURE BACKFLOW DEVICE
1 M IN TURF AREAS TO BE INSTALLED ON TORO 57OZ6P BODIES
N 0 s 1 BRASS ELECTRIC REMOTE CONTROL VALVE, SIZE AS SHOWN 12.
Z Q ?, s 1 SUPERIOR 950 SERIES UNLESS QiYERIMME NOTED
•�• � L" ' '� W � 1 � METER w/600 TRANSMITTER
+ ; 6" IN SLEE POINT OF CONNECTION A . i' INDUSTRIAL DATA (FIS) FM1,25B 1.114 FLAW M E
M Cr 13, CONTRACTOR TO INSTALL EXTRA CONTROL PILOT WIRES FROM EACH CONTROLLER
I _ _ 4, MAKE POINT OF CONNECTION IMMEDIATELY DOWNSTREAM OF NEWS 2
T WATER METER. CONTRACTOR TO CONNECT EXISTING 4 s 1 ( '� O ( SUPERIOR 3100 SERIES 2" NORMALLY CLOSED ELECTRIC GLOBE (MASTER VALVE) AND LOOPED UP INTO EACH VALVE BOX (24" COIL) TO THE END OF SYSTEM. THE EXTRA
DOMESTIC - WIRES SHALL BE IDENTIFIED AS EXTRA AND NUMBERS WITH TAGS AT EACH VALVE BOX
1 3 a' \ IRRIGATION MAINLINE (IF ALREADY INSTALLED) TO NEW IRRIGATION L s w u- 33D133DK
WATER METER. EXTEND�NEW TYPE K COPPER PIPE ((OR AS PER �LOCA \ 1 I 0 RAINBIRD QUICK COUPLING VALVE {SUPPLY (2) KEYS TOTAL) AND AT ALL CONTROLLERS.
' CODE) AND INSTALL A 2 REDUCED PRESSURE BACKFLOW,A 1 112
1 3 4,_ .. GLOBE/MASTER VALVE, A 11/4" FLOW METER, AND (2) LINE -SIZE GATE 4' `Is 2
� ~ TORO* 8000 NETWORK 800Q AUTOMATIC CONTROLLER
o
VALVES, EXTEND NEW PRESSURE MAINLINE TO VALVES AS SHOWN. 1
3/4" \ 1 '� CAMBELL SCIENTIFIC INC.TE525 TIPPING BUCKET RAIN GUAGE (HEAVY DUTY MODEL)
W \ s STATIC WATER PRESSURE: 95 PSI '� 1 �'
W ' SYSTEM DESIGN PRESSURE: 55 PSI 42 A.2 ,� r "'—'-'— APPROVED EXISTING EXISTING MAINLINE, SIZED AS SHOWN.
(� I i , MAXIMUM IRRIGATION DEMAND: 50 GPM 1 1/2„ 1 3 4' 3/4 m m w SIZE AS SHOWN MIN. COVER 18 USE CL. 315
1„ APPROVED SCH 40 PVC MAINLINE, ,
1 PVC FOR 2" AND LARGER. 24" MIN. AT STREET CROSSINGS
� 1 �
r PVC LATERAL LINE, SIZE AS SHOWN. 120 IN. COVER
0 1 APPROVED CL. 200
'1 1„ 1 1/4" APPROVED SCH. 40 PVC SLEEVES, SIZED 2X LARGER THAN PIPE TO BE INSERTED, MIN.
LL
0 42.1elk COVER AS REQUIRED. FOR MAINLINE STREET CROSSINGS, USE 6"
F- N 2 1" _s SLEEVE, UNLESS OTHERWISE NOTED.
4" WIRE SLEEVES, MIN. COVER AS REQUIRED
1 APPROVED SCH, 40 PVC UNLESS OTHERWISE NOTED,
is 9 ----- APPROVED SCH. 40 PVC -UV BROWNLINE ULTRAGARD PIPE LATERAL LINE, ABOVE GRADE SIZE
3J4 /4' 1 AS SHOWN.
* MODEL #CTPN-SSTFONT/CTPN-RLFONT, SUPPLIED BY CALIFORNIA TURF PRODUCTS, SAN DIEGO, CALIFORNIA,
1411 (6 19) 793-3999,
r
1100
1 1 _ Ls �...
\ 1 To
1 I 314"
EXISTING LANDSCAPE NOTE:
DEVELOPER IS RESPONSIBLE FOR WATERING MEDIAN
ISLANDS DURING CONTRACTORS WARRANTY PERIOD.
CITY OF FONTANA WILL BE RESPONSIBLE FOR MEDIAN
ISLAND MAINTENANCE DURING THIS PERIOD
EXISTING LANDSCAPE NOTE:
SEE LANDSCAPE PLANS PREPARED BY:
LAYMON LANDSCAPE ARCHITECTS
DATED 12-11-96
SHEET KEY Mfg
4.5 f A-10
1 EXISTING 2"
CROSS REFERENCES
PLAN as
1 1 i♦ , ( a .
4'
44 � � � � � .
A-12 1
'� s i FOR NOTES AND LEGENDS, SEE THIS SHEET, 1 `' to
1 1 /2" EXISTING 1 N i 1 1 1 3/4" FOR DETAILS, SEE SHEET 1-3 . ,', ,
1 .. -
1 _,,, ,_ little_ _ smom .,_ _ _ 3/4" /I C*
amommomm�J4 4„ s FOR SPECIFICATIONS, SEE SHEET S-2.
/4' _ '� FOR CORRESPONDING CONSTRUCTION PLAN, SEE SHEET C-1. *
'� 1
` N as ♦a t44 4.111
1 S 1 7 FOR CORRESPONDING PLANTING PLAN, SEE SHEET P-1.3/411 117p ft
• •
of ft1
' 'ti,'�,'1.�.�.��.�►�..'�a�.`�1 4' 314"
N 1 N
N 3 T --�s'� - `� S 1
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i
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4" WIRE SLEEVE I ,
1 ' X11 ' o ���■OM .n.
a"MAIN SLE
EVE- MATCHLINE "BB" - SEE MIDDLE TOP
3/4 KRISTINE WAY
1 N
1
N N E "AA" -SEE TCS P LEFT A 19 A -2Q
CRY OF FONTANA, CALIFORNIA
1
FORECAST @ NORTH MORNINGSIDE
TRACT. #14??5
LANDSCAPE MAINTENANCE DISTRICT
SALE:
1" = 20'-0"
9/27199
9/27
'
CHECKED BY:
RWK
APPROVED BY: 0^1/14)
• DATE:
CITY ENGINEER R.C.E. 25128 EXP, DATE 1213119
0�
r
1100
1 1 _ Ls �...
\ 1 To
1 I 314"
EXISTING LANDSCAPE NOTE:
DEVELOPER IS RESPONSIBLE FOR WATERING MEDIAN
ISLANDS DURING CONTRACTORS WARRANTY PERIOD.
CITY OF FONTANA WILL BE RESPONSIBLE FOR MEDIAN
ISLAND MAINTENANCE DURING THIS PERIOD
EXISTING LANDSCAPE NOTE:
SEE LANDSCAPE PLANS PREPARED BY:
LAYMON LANDSCAPE ARCHITECTS
DATED 12-11-96
SHEET KEY Mfg
4.5 f A-10
1 EXISTING 2"
CROSS REFERENCES
PLAN as
1 1 i♦ , ( a .
4'
44 � � � � � .
A-12 1
'� s i FOR NOTES AND LEGENDS, SEE THIS SHEET, 1 `' to
1 1 /2" EXISTING 1 N i 1 1 1 3/4" FOR DETAILS, SEE SHEET 1-3 . ,', ,
1 .. -
1 _,,, ,_ little_ _ smom .,_ _ _ 3/4" /I C*
amommomm�J4 4„ s FOR SPECIFICATIONS, SEE SHEET S-2.
/4' _ '� FOR CORRESPONDING CONSTRUCTION PLAN, SEE SHEET C-1. *
'� 1
` N as ♦a t44 4.111
1 S 1 7 FOR CORRESPONDING PLANTING PLAN, SEE SHEET P-1.3/411 117p ft
• •
of ft1
' 'ti,'�,'1.�.�.��.�►�..'�a�.`�1 4' 314"
N 1 N
N 3 T --�s'� - `� S 1
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a"MAIN SLE
EVE- MATCHLINE "BB" - SEE MIDDLE TOP
3/4 KRISTINE WAY
1 N
1
N N E "AA" -SEE TCS P LEFT A 19 A -2Q
CRY OF FONTANA, CALIFORNIA
oOKP
KPF
FORECAST @ NORTH MORNINGSIDE
TRACT. #14??5
LANDSCAPE MAINTENANCE DISTRICT
SALE:
1" = 20'-0"
9/27199
9/27
tJRBiKPFY:
KPF
CHECKED BY:
RWK
APPROVED BY: 0^1/14)
• DATE:
CITY ENGINEER R.C.E. 25128 EXP, DATE 1213119
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A-25
APE NOTES FOR CONTRACTOR TO CONNECT EXISTING 2 1/2" IRRIGATION MAINLINE FOR THIRD MEDIAN ISLAND TO THE SOUTH ALONG BEECH A-27 32 A-26 32
SEE EXISTING LANDSCAPE SOUTH MEDIAN TO NEW C()NTROLLE 32 A-29 A-28 32
VE LOCATED IN THE SOU
EXISTING VALVES 2
SITE. AVENUE TO NEW 4" MAINLINE. CONTRACTOR TO WIRE 1 1/4"
CARE OF MEDIANS TO SOUTH OF S AV U +' D LOCK BOX FOR F'UT'URE BEECH AVE. L.M.D. 1 114" 1 114" 1 1/4" 1 1/4"
#A. CONTRACTOR TO RUN (3) EXTRA WIRES AND (1) COMMON WIRE TO A 6 ROUND
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a EXISTING �� 1) V_ __ XISTING
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LA N D S, CA P E
ARCHITECTURE
SITE PLANNING
10630 Town Center Dr., Suite 128
Rancho Cucamonga, CA 91730
(909) 484-2800
Fax (909) 484-2802
Richard Krumwiede
CA
C. #2834 AZ Lic. # 29115 NV Lic. # 446
�ANp','APop
V W
ure
PROJECT/ CLIENT
REVISIONS
A
DRAWN E3Y
JRB
9/28/99
ill = 201
DINE
SOLE
JCiB NUMBER
99043-5