1000 HERCULES S.�
]\\[E W
I 000
ORPORA� L
'
, H '�AR
A -/\\[ G
'
LL—F-�'ARWATER,'
"A ~L -1-4 ��A-�r Ndj--1L ~JL 'L A-1 -L Iq krA-L JLA
Wom-
SCALE : 2.381
,
� ouc o ono wm em
� pssr
1� NO HAZARDOUS OPERERAIIONS WILL BE PR0FQRMED |N5UUE HANGER PER
NFPA 409, SECTION EiQ. #&9.1
2. ALL WORK UNDER THIS HEADING SHALL BE PERFORMED AND ALL MATERIALS AND
EQUIPMENT SHALL BE INSTALLED IN STRICT COMPLIANCE WITH ALL RATINGS, CODES
AND STANDARDS OR OTHER AUTHORITY HAVING JURISDICTION,
J, ALL LICENSES, PERMITS, INSPECTIONS AND F[FS AS KEQU|RFD BY WORK UNDER
THIS HEADING SHALL BE 5ECURED, PERFORMED AND P4|O FOR BY THIS CONTRACT.
4. ALL MATERIALS SHALL BE N[M\ FREE FROM FLAWS AND n[F[CTS. AND FULLY
EQUAL T0 THE QUALITY SPECIFIED. WORK SHALL B[ P[RFORMFD BY SKILLED
MECHANICS AND WORKMANSHIP 5MN-L RE FIRST CLASS IN EVERY RESPECT.
CONTRACTOR SHALL HAVE A COMPETENT SUPERINTENDENT IN CHAHGE OF THE WORK
AT ALL TIMES DURING CONSTRUCTION WHO IS EXPERIENCED IN nU WORK TO BE
INSTALLED UNDER THIS CONTRACT.
5� ALL PIPES SHALL BE NEW AND SHALL HAVE THE MxwUFACruRER'S NAME ROLLEO
INTO EACH LENGTH, OR SHALL 07HERNSE BE IDENTIFIED. AFTER CUTTING, ALL PIPE
SHALL BE REAMED BULL BORE BEFORE ERECnOm, ALL CUTTINGS AND FOREIGN
MATTER SHALL BE REMOVED,
5. VALVES SHALL BE N|BCO, CRANE, JENK|NS OR APPROVED EQUAL. VALVES OF
EACH TYPE, SUCH AS GATE OF GLOBE, SHALL BE PRODUCTS OR ONE MANUFACTURER,
VALVES SHALL BEAR THE NAME OR TRADEMARK OF THE MANUFACTURER AND
WORKING PRESSURE CAST DR STAMPED ON THE VALVE,
7. INTERIOR COLD WATER PIPE SHALL BE TYPE L HARD OHAWm COPPER Y0Tn
WROUGHT COPPER FITTINGS SOLDER TYPE, GALVANIZED STEEL wxT}| APPROVED
FITTINGS. PROVIDE DIELECTRIC FITTINGS BETWEEN D|SS|W|LAn w[rxLS,
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Y FOR STORY DRAIN
oRPORA A(GAR 7F sEE PAGE 6
EE PAGE 6
PROJECT L),
X�
ti.............
]ia"'
EXIST
IFUNWA Y
CLEARWATER AIRPARK
3. NEW WATER MAIN LOCATION
CORRECTED NOTE
MEW CORPORA 7F HAMGAA�
CONSTRUC770N S17F
SEE FA GE 6
Fw'ecl 12, Twn 29 5, Rng 15 E
-I�
0
NEW CORPORATE HANGAR
AT CLEARWATER AIRPARK
PLAN
p
a
CfTY ENGINEER MICHAEL D_ QUILLEN, PZ IF 33721 DATA
CONST 8" P VC SAN
294 L.F 9.4X
72
70
ME,
I
mol
m
•
0
I
__T
I I
1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00
NEW CORPORATE HANGAR
AT CLEARWATER AIRPARK
WA TER A iVD SA M TA R Y SE WER PL A /V
ViECKM BY CONTRACT NO.
GLB 02-0051-AP
J,WG NAME
2002055
CITY ENGINEER UIr L D. QUIUJEN, P.E. f 33721 DATE
K
"4A
6,
s2�1
72
70
ME,
I
mol
m
•
0
I
__T
I I
1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00
NEW CORPORATE HANGAR
AT CLEARWATER AIRPARK
WA TER A iVD SA M TA R Y SE WER PL A /V
ViECKM BY CONTRACT NO.
GLB 02-0051-AP
J,WG NAME
2002055
CITY ENGINEER UIr L D. QUIUJEN, P.E. f 33721 DATE
K
V,
I
m
M*
mtf�
w
m
ml
13+50 14+00 14+50 15+00
2. RELOCATE WATER MAIN
62
60
58
1 56
1 54
DRAW BY
BVD
DESIGNED BY
RSF
CHECKED By
GLB
02- 0051 -A
NEW CORPORATE
HANGAR
SCALE
VERT. 1 "=2p
SURVEYED BY
REID
13WK NO.
500
M NO.
2002055
"=20"
DATE DRAW
DWG NA ME
2002055
SHEET NO.
4 OF 15
HORIZ 1
06 /02
AT CLEARWATER
AIRPARK
APPROVED FOR
CONSTRUc,nON
I
CITY ENGINEER MICHAEL D. QUILLEN, P.E. # 33721
DATE
Match Line I
I I
L i
68.72
7.7 67.63 64.50
69.04
69.51
tk
4'
R
K
0
a ' t } t om r {`} 6
69.03
Orr)c r 18'0 VER r 66.93
CLE,1RA UNDLIq
SAN TA Y
TA
D 7A
(SEE Df THIS P0 GE)
6%
67.98 64.82 68.4
0-
0
J�
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0 ii i
-A
-4
ONST 30 L.F.
'V.
8 DI P1 W
a tam.
t
69.71 7p't, 70.30 69.31 66.30
N.
0
0
2.
6. 66.86
3. RELOCATE WATER MAIN LOCA11ON
ADDED SEC11ON DETAILS
I OJAI I
CITY ENGINEER MICHAEL D. QUILI.EN, P.E. J 33721 DATE
RAW Mw
Match Line E
0
-54
. . . . . . . . . . . . . . . . "
04V 'T 93 F 8 DIP w
T
-7-
CP
edge of as
69.8-
-k, A,
6&25
Nsr
POINT
co
7_4
_4V
OP
20' 40'
E E
41 e
1b, SCALE: 1" 20'
G RAPIUC SCALE (IN FEET)
- - - - - . . . . . . . . T f�O L. F. 8 _P W
0
Ml
N-
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a
4 ✓ 77r, . . . . . . . . .
. . . . . . . . . ----
�g
x 69.06 x 69,16
69�00
00
x 69,
x 69.09 X69.01 69,14
'6 U) 01b� X 69.
10
c6 X
9.41
3
CONS T CHL ORINA TON TAP
67.98 68.93
.5
g:
68.95 exist. p
21
6&96
69.18 x 69.
x69
X 68.88
C, 8 PIP _90 8END
x 6&87 x 68.81
10 Q.0 69.02
O'VT X
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0
CONS E C:
Jr L. 8; 69.15
01 Tf5LF �-D
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7 le�' wy 69.33
4, 68.82
69A9 68.80
0
-0,
'A n.
7"ook 12"ook
bl) 0
69,14
Inv
69.68 x 0 X
67A3
R 9�62 X 7"ook
x 69.52 x 69.27 Opp
0 69�30
X 6,9,
69,16 bfpDC.X6:�(1
L 2.4
cl- 8' chain link fence
69�26
0
38 X69�38
69-16
0 ------ - 0
n 0 property line
- 68.95
69.14
69,25
69.10
Fr T
69.12/ YI)VIMUM 10
P
69.90 X 6 02
69�36 77CN
SEPARA •
6 1 69A7 - - - - - - - - - - - - - - - - - - - - -
69.07
x 69.03
CONST 305 LF. 8" DIP W
9.10 69.13
69A8
1021 ------- X- - 9 s5
. ... ... .... A
x 6'N
PMI� Storm grate inlet
�__ 1 1 k I
�M 4n
USE 45 BENDS (4) FOR COWST
El 9.90
'.�s
OFFSET - 18"' CLEARMICE inv. 4.37 box bottom 6
4
9.28 J TAPPING SLEE E
R
Ul WER DRA INA GE
& 80 GA7F VALW
J��EC A& J7
-PET _.iU_P 69.16 6" 9
_aT
'9
69.12 edge of pavement
68.61
p"
0 ----- - - 0-0 0 =�-_6' clf�:�o --- �_b
Z7
-0 Q Q ---- -----
68.90inv 68.94- 6&91 68.32 _68 003
67.54 68,54
68,14 68.00 68.12
67.58
C/I 6T42
67.81
F0 24- 67.28 67.41
6�
6T02
6&37
�54
t_J*'�� 69
70.92 - ----- *48-89
0
0 - ------ 0-0
0
69,21
0-
A
-0
J W� 3 @ 18"
67-51
k 69Z1
act 69�60
69.44
0
69.56
0 0
69,69 -
69� 67
69.63 69.51 69.50 69.63 I
69.63
x69.47 cane
69,42
9.31
cone
cane slab T
7n 9;z 67.53
cane x Rq 44 x 69.42 slab T
Existing Surface
----------------------------------
Ductile Iron
Retainer Gland RESTRAINED
Restrained (typ. All Joints LENGTH
Length In Pipe Adjustment) PER - - I
(typ) DETAIL
EXISTING PIPE n PAGE 8
2%-0" 2P-O"
Min.
7'1 c7� t�
Min. q ,JC7
$-6 �Z F�3
Min.
8" Ductile
E D
M Di 45* Bend Iron Pipe (typ)
(typ. X4)
U U �JJ
6698,
68--25
.Cot
PLANNiiv,
"ES
CITY u'_ -'WATER
TYPICAL WATER LINE OFFSET
NOT TO SCALE
No=
MM
00 MEM
NEW CORPORATE HANGAR
AT CLEARWATER AIRPARK
;DRAYM BY
BVD
I eb, at
CHECKED BY I I
GLB
FICORTFUCT NO.
i 02-0051-AP
SURVEYED BY
REID
BOOK NO.
500
NO.
2002055
!DATE DRAYN
06/02
APPROVED FOR
CONSTRUCTION
CITY ENGINEER MICHAEL D. QUI11104. P.E. # 3YI21 DA77-5
I
I
ol
I
I
11
I
I
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8 I 9 1 10 I 11 I 12 1 13 1 14
um
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11101
20
CLIENT:
CITY OF CLEARWATER
PUBLIC WORKS ADMINISTRATION
R 1- ! i
m
I
I
LLJ
LU
C) <
I
10.0,
10.0,
U- Z
ow
ui
<
a-
WOMFUNUMMill
`ser
SITE
PLAN
I
A
a
BY
E
SLOPE 1/4!''PER FOOT
SLOPE 1/41' PER FOOT
2" ASPHALTIC CONCRETE
EXISTING GRADE
F' -33 1)
MEOW
c
6" COMPACTED
LIMEROCK BASE COURSE 9sp
STABILIZED/ COMPACTED SUBGRADE
(FDOT .-
—
(FDOT. P-160
B
TYPICAL
TAXIWAY PAVEMENT SECTION
SCALE: N.T.S.
NOTE. PAVEMENT MATERIALS AND THICKNESS,
AND BASE MATERIALS
AND THICKNESS SHALL BE TO FDOT AVIATION
SPECIFICATIONS
A
1 2
I 3 4
5
6 8
9 lo 11 1 12 13 1 14 1 15
`ser
SITE
PLAN
I
A
a
BY
E
2 3 4 5 6 ✓ 1 8 10 11 1 12 13 14 15 16 1i 18
0
GI
A
Ij
1.) General Intent:
It is the intended that the Contractor shall comply with all
requirements of the airport security the
R.
plan and with
5
6
7
8
9
10
CONTRACTOR'S SAFETY AND SECURITY REQUIREMENTS
03am
a
ff
N
SECURITY
Ij
1.) General Intent:
It is the intended that the Contractor shall comply with all
requirements of the airport security the
R.
plan and with
security requirements specified herein. The Contractor shall
designate to the Engineer in the his
writing name of
"Contractor Security Officer (C.S.O.).* The C.S.O. shall
represent the Contractor on the security requirement's for the
contract.
PROJECT:
2.) Construction Security Committee.--
The committee shall be established concurrent with the life
AIRPLANE T-HANGERS AT CLEARWATER AIRPARK 0
of this contract to monitor, coordinate and adopt new
security provisions, if required, on all matters of airport
security relating to this contract. Meetings shall be
scheduled by the Engineer. Committee membership shall
include the "Contractor Security Officer", Engineer, and on-e
N
representative each from FBO Operations and the City.
3.) Contractor Personnel Security Orientation:
CLIENT:
The Contractor Security Officer shall be responsible. for
CITY OF CLEARWATER
briefing all Contractor personnel on these requirement-s prior
to working In the construction area.
PUBLIC WORKS ADMINISTRATION
M
4.) Access to the Site:
Contractor's access to the site shall be as shown on the
plans or as directed by the Engineer. No other points shall
be allowed unless approved by the Engineer. All Contractor
traffic authorized to enter the site shall be experienced In
I
CONSULTANT: L
the route or guided by the Contractor personnel. The ,
Contractor shall be responsible for traffic control to and from
RUSSELL A. FERLITA, P. E.
the various - construction areas on the site and for the
9808 N. ARMENIA AVENUE
operations of the access gate to the site:' A Contractor's
TAMP Al FLORIDA 33612
flagman or traffic control person shall not permit any y
TELEPHONEi 18131930-6755
unauthorized construction personnel or traffic to the AOA.
P.E. a 47075 K
The Contractor is responsible for immediate clean up of any
'along
debris deposited the access route as a result of his
construction traffic. Diree.tional signing at the access gate
ISSUED FOR BIDDING
DATE
and along the delivery route to the storage area, plant site
or work site shall be as- directed by the Engineer.
REVISIONS
.5.) Materials Delivery, to the Site:
NO
DATE
DESCRIPTION
BY
Ail Contractor's material orders for delivery to the work site
will use as a. delivery address, the gate number assigned to
the access point at the Contractor's storage site at the
airport. This will preclude delivery trucks from entering
through the perimeter gates and entering into aircraft
operations ardas inadvertently.
6.) Construction Area Limits:
ISSUED FOR CONSTRUCTION
The limits of construction, material storage areas, parking
area and other areas defined as required for the Contractor's
exclusive use during construction shall be marked. The
ADDENDUM REVISIONS
H
Contractor shall erect and maintain around the perimeter of
NO
DATE
DESCRIPTION
BY
these areas, suitable fencing, marking and/or warning devices
visible for day/night use. Temporary barricades, flagging and
flashing warning lights will be required at critical access
points. Type of marking and warning devices- shall be
approved by the City through the Engineer.
7.) Identification — Vehicles:
KEYPLAN
The Contractor shall establish and maintain a list of
Contractor and Sub—Contractor vehicles authorized to operate
on the site and shall issue a permit to each vehicle to be
made available upon demand by the Engineer. Vehicle
F
permits shall be 'assigned in a manner to assure positive
identification of the unit at all times. In lieu of issuing
individual permits, the C.S.O. can require each vehicle to
display a large company sign on both sides of the vehicle
and advise the City through the Engineer, a current list of
EIVED
companies authorized to enter and conduct work on the
c.
E
airport. Contractor employee Personal vehicles shall be
restricted to the -Contractor's storage area and are not
FEB, 16 2001
allowed on the airfield at any time.
i7EVELOPMEP4T
SERVICES
OF CLEARWATER
D
DRAWN BY: CWS
JOB NO.: 01951-00005
CHECKED BY. CH
DATE: 01/30/01
en
rw
8.
m
INDEX OF PLANS
SHEET # SHEET DES.
1
2
3
4
5
6
7
8
9
10
ml llll� I , ''
U.
0
d 'ilk
CL EA RYn 1A - TER A IRPA RK
11
u
t
° _
n �
1z")� � sale ¢f�7��
rim 69
15'e, t, 6 5. to ` _. _._ ..
;nv fi a _ f _ _ _ W___w_. .. ._._
'°°van '. .........,.._,... `,,,_... ...._ - �..,.�_...
„,„. ®.�.. i . • f •• ( }um..-- .._» -.u,. «.-- :^.^°°°.«` ®.sue. _��` .m° � :^. ®" .®- ... -... ....__.e..- ,_....._ ��..... � m... »..._. °. _ � ¢'� � m3 ��
_. ; ¢„ cry �_. ,.:e I
A
rcp
inv
; 3
rim 68,69
aturn
,• r
I
?Got
15" nw 63,75
note: Fd is
C7 1``s
s 0 -a ; 7 f
rt i `�i c°+ f°
19 top dip 10 r .
i
RECORD DRAWINGS till l ®PPIPS ®jam, TE
SEA c �' I GWXJ
SURVEYED BY BRA BY
� BEFORE
Fa4CAYAig
LIBC PUTCALL LOCAL GI I UTILITY NQii IGAN RED BY
1
DRAM BY
[CHECKED BY
00-0009—MA +
I JOB NO.
2000029
DATE DRAM
DWGNAME
w...J i.
01/11/01
2000
0
a
FLORIDA BEFORE YOU
SURVEYED BY DRS BY ®tr �'� C'o = ' cAvA
REMEWED BY GALL LO PUBLIC AIR RK LANDS "APING
° ^^ ¢ ENGINEERING UTILITY NOTCFIGA -nON
PROJECT ENGINEER DATE °ice . ^: 0 1 fl t% 1 P_s_t 7 A CF ht Tit? 0 A s s a ► ■
I' DRAWN
OLE
SURVEYED BY
..
0 BEN
VERT.
PC
20000 291
DATE DRAWN
DWG NAME
� r
t
1 1 py
F $ q
,►
�( t
«
rirn 6.27 • 4 t a 4 a
threat .6 ,.18 pp
'. = f4 .� inv 12x18e 65,53 i '
pit �3.59 i '
12x13 c 66.76
6" s 67.28 I e Grr df. 36 .,
b
ro rt 67, 37 f i - 112%1" crn 1
12x18 w e, 7 7 } ._
a
12"xl t
-6 1A rcpT
CL
0 4' tree
F
6 p
p ,
tc6_ 4
fi1Q.nucl It
winch I
mv 66.56
3 C;nv 6 4 .0 inv 64 .0
t
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$ ij 4t a aFn ! g i$
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I
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CONTRACT NO. iii • N
Q
JOB NO.
c
0
of
0
#000 •
I DATE DRAWN
DWG NAME
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f k 2,. gtrell it g
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SEAL..., CITY OF* CLEARWATER,, FLORB91M YOU
EXCAVATE
PUBLIC WORKS ADMINISTRATIO�r
I CALL LOCAL PUBLIC AIRPARK IDA
LANDSCAPING
aidaw ENGINEERING
•
DRAWN i
. E, BY ` ;�
CONTRACT NO. iii • N
JOB NO.
#000 •
I DATE DRAWN
DWG NAME
V�I
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iii#
i
RECORD DRAWINGS
.a r
a•
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•
PUBLIC WORKS ADMINISTRATIO% LOCAL
PUBLIC t t
ENGINEERING UTILITY • •
DRAWN BY
t
CHECKED BY
CONTRACT Nd.-
RECORD DRAWINGS
.a r
a•
w r .
•
PUBLIC WORKS ADMINISTRATIO% LOCAL
PUBLIC t t
ENGINEERING UTILITY • •
DRAWN BY
DES:GNED BY
CHECKED BY
CONTRACT Nd.-
VERT.
r
RECORD DRAWINGS I
1 MGATE
5EA CITY OF CLEARWATER, FLORIDA surcRE YOU
i
• PUBLIC WORKS
r �s
L 1
®'
� A LOCAL
PUBLIC
r
DRAWN BY-
•
CHECKED
w i
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1+
1
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a. .
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DATE !L DRAWN
• N
ti E O
Han.
#
#ii# •
OF 10
jv/
UZED LANDSCAPE ARCHITECT 238 DATE
RECORD DRAWINGS
A CITY OF LEA ATER FLORIDA :Fl�A c Y«, SUR B Y DRAWN BY i CZ ATE � ®` P LIC w OKS DMIJTATIO L (D
CALL LOeBL[G REVIEWED BY 1 f ) % M Q® ENGINEERING UTILITY N®MN
q2'Q oon rrr`r�or1.�ccn ... ».- � r4% .+vti_ "'^- . ". _ � ors rTr— — e.
avi
T1
i# # ##• MA
+�
III * .I. _.
.�• •
O:
!'
2000029
i
i
2000029
SHEET
1 7 OF #
•,
11
CITY OF: r s FLORIDA
RECORD
� a. BEFORE YOU
>f
v
�f
PUBLIC WORKS
1 l
t
i CALL LOCAL PUBLIC
r
►,
i i
DRAM
V
. r
DESIGNED BY
CHECKED d
CONTRACT NO.
00-00 0 i
DATE r
DWG NAME
SHEET �♦
.., i
01/11/011':
20000 29
8 OF i
DRAWINGS RECORD r
CITY OF CLEARWATER,- r
EXCAVATE
W
a� PUBLIC ORKS r r r r
l r l
O
CALL s
LOCAL PUBLIC
Z ENGINEERING UTILITY or ►O
DRAWN BY
DESGNED BY
CHECKED BY
r• Al �
it # #i
DATE DRAWN
DWG NAME
SHEET No.
a• i
#
i # # 029
•' OF 1
1238 DATE
X]
—SHRUB (T)?.)
o MAINLINE
VALVE SCHEDULE -
CONTROLLER 'A'.
r'1 11["17 % I A I Aft-
e_
A f M
Mr-1 Ir-r-
NOTES¢ ALL WIRING SMALL BE CHRISTY I.D. TAG NUMBERED TO
PER LOCAL CODE. MATCH 'PLANS
i PROVIDE EXPANSION COILS AT ° j
RECTANGULAR PLASTID
EACH WIRE CONNECTION IN VALVE
i
VALVE BOX (10 WRAPS AROUND VALVE BOX W/ LOCKING COVER
A 1/2" 0 PIPE). USE EPDXY
FILLED CONNECTORS TO ATTACH PVC MALE ADAPTOR
I WIRES TO SOLENOID WIRES. FINISH GRADE; COMPACT SOIL
AROUND VALVE BOX TO SAME i
DENSITY AS UNDISTURBED SOIL
r YT ^� I L ,. REMOTE CONTROL VALVE
1 1 } < SCH. 80 NIPPLE - (TYP)
! �� �� ;,'•�, 1' -- PVC SCH.40 SxT ELL j
I �f �11y 3/4" 0 PEA GRAVEL; 1 CU. FT MIN j
LEAVE A 1" GAP BETWEEN THE BOTTOM
i OF THE VALVE AND THE TOP OF THE GRAVEL
€ r }
to 4 O j -.� O
__ -
PVC SCH. 40 PIPE
° PVC SLIP FITTING +
CONTROL WIRE
j
COMMON WIRE
CONTROL WARE
IL
PVC MAINLINE; SEE PIPING /WRING DETAIL
PVC LATERAL LINE; SEE PIPING /WIRING DETAIL.
USE ELLS AS REQ`D IMMEDIATELY OUTSIDE
BOX TO TRANSITION TO REQUIRED DEPTH
® NOT TO SCALE ;
t
REMOTE CONTROL VALVE
1 _"1
L-
t
8
`'r,/ / / ®!IL►i� ®.� WVES1IGATE ,
SEA( CITY O CLEARWATER, FLORIDA >,
,`�t C,
• EXCAVATE
PUBLIC WORKS ADMINISTRATION _
1 IC La i
CALL LOCAL PUBLIC
o r_ ( M , , ENGINEERING UTILITY NOTIFICATION
,. ® _ 4
i
1
o MAINLINE
VALVE SCHEDULE -
CONTROLLER 'A'.
WRING
ZONE
#1 A --
57 GPM -
1.5"
CONTROL
VALVE -
ROTOR
l #
ZONE
#2A' -
fC
1.5"
CONTROL
1
y
ZONE
#3A -
56 GPM- -
1.5"
CONTROL
1
SPRAY.
ZONE
#4A --
56 GPM -
ALL MAINLINE SHALL_BE
3F
;fINSTALL ALL 120 V
c �'_ WIRE IN CONDUIT
VALVE -
SPRAY
-��
INSTALLED PER MFG'S
J r TER LOCAL CODE.
1.5"
CONTROL
VALVE -
ROTOR
SPECIFICATIONS.
ZONE
#6A -
56 . GPM -
{
CONTROL
VALVE -
t ,!
f i j
PROVIDE A 20" LOOP IN WIRE
ZONE
#7A -
40 GPM -
1.5"
AT ALL CHANGES IN DIRECTION
TAPE AND BUNDLE WIRING
AT
S i
GREATER THAN 30% REMQVE
TIES AFTER ALL CONNECTIONS
10 FT. O.C. MAXIMUM.
40 GPM -
_ ; I4 $
HAVE BEEN MADE.
VALVE -
SPRAY
SNAKE ALL PLASTIC PIPE
ZONE
#9A -
_43.5 GPM
INTO TRENCHES AS SHOWN.
- ROTOR
o
0
to I
ZONE
#10A
- 26 GPM
N
° NOT TO* SCALE
CONTROL
VALVE -
BUBBLER
p I P 11N'G
W I R I IN]G
#11A
- 28: GPM`
i
1
a.� rN i
I
VALVE SCHEDULE -
CONTROLLER 'A'.
ZONE
#1 A --
57 GPM -
1.5"
CONTROL
VALVE -
ROTOR
l #
ZONE
#2A' -
56 ` GPM -
1.5"
CONTROL
VALVE -
SPRAY
ZONE
#3A -
56 GPM- -
1.5"
CONTROL
VALVE -
SPRAY.
ZONE
#4A --
56 GPM -
1.5"
' CONTROL
VALVE -
SPRAY
ZONE
#5A -
58 GPM -
1.5"
CONTROL
VALVE -
ROTOR
ZONE
#6A -
56 . GPM -
1.5"
CONTROL
VALVE -
SPRAY
ZONE
#7A -
40 GPM -
1.5"
CONTROL
VALVE_-
SPRAY
ZONE
#8A -
40 GPM -
1.5"
CONTROL
VALVE -
SPRAY
ZONE
#9A -
_43.5 GPM
- 1.5" CONTROL VALVE
- ROTOR
ZONE
#10A
- 26 GPM
- 1"
CONTROL
VALVE -
BUBBLER
ZONE,
#11A
- 28: GPM`
- 1„
CONTROL
VALVE -
DRIP
`
ZONE
#1 2A
- 12 GPM
- 1„
CONTROL
VALVE -
SPRAY
STATION
NUMBER
A
TIMER DESIGNATION
VALVE SIZE 1.5
f
GPM
VALVE
i
1
a.� rN i
I
f r ar
:
r♦
i1 iii' ',
.
"
000029
l #
DWG NAME
2000029
v i i i`I
'
ME
mfi'''
DATE