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ECIEICATIONlee—
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� HEAD DETAILS
P 5„
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t n,; .< a a e ,V ! • Qtdw1R S. ew„ ,.. r:.' A (b
11 Sa rammat_c to
furnishing
- meta Y d 4 -:.4. r. ..> ..... a,.
nd e e e _o .-, ..
Includes r'itllall labor, a quipm n t
the proper' installation of the irrigation s stem. The work , t'�:•'. �: macs, and all fittings are not
psy
stem. " , -' 1 .,:. �` 'R •. *y°°' dE s, >"� I Ezl f #{ .m i•. includes, but 1s not necessarily limited to. the Eol' ';{ m "'-- r{5 err, .. Sr;L^=• i{�'
H
' , Trenching and Back -3L 3 Automatically
-c Tr 9 - I 1 y for shall be responsible for full and complete
' ".°' Irri"As-Bu tY tea' (7) Test All Systems and make u. ,- e C
l4) ^As-Bu!lc"-Drawings. , minor
aad st all irrigated ad areas and shall make any necessary
minor adjustments at no additional cost to the Owner.
B. GENERAL:
3. Any major revisions to the Irrigation system must be suDmic cad '
1. Permits and Fees: Ob a to and answered in wr an fora along with any change in contract ^lY fad "t
any governmental zk. price. a y y„y 4°ysr>gr_
ins ectlons required of v i? o-:+5 r
P N
construction [Son hall be a a ed as required. OR comp CATION. l S
,`
n a tz ng qu ➢ E. INSTAL }Y ea,.,,«.... I.
the work, satisfactory evidence shall be furnished
Landscape Architect to snow that all work .as been
4 i Excavating and Tr
In accordance with the ordinances and code re uiremeata. a S a or 1 h din q 4
2. Approval: wherever the terms 'approve" or "approved• are OWN
Iused sp•cificatlons, they shall mean the spotova1fthe 3tin9. �
1. Sefor•" k is started, a conference shall be held betwe
r � the contractor and the owner concerning the work under
Contract."
t
_ s shall De vadea'a�' }ti
4. Coordination: Coordinate add cooperate with or h - between parall
to enable the work to proceed as rapidly and shall be mace o Pro j sib,-Y,
possible. cover from f'
*a beJ Eu
• min
Inspection wires from co �r 1
t
k z lea
sine 91msm1Y witb ail sits - - e minimum covet'
the exam inat'on has been c tad lanternsas re it Elates
en of his _n all in
C proposal shall Da `
warning
i�gins f e ,
, ,ies not shown on the plans. be D]VSsfon of Industrial Softa oas in
,.' tractor shall promptly notify
.;w .. b to further action. Failure v
2. Pipe Line As6embl y=
➢�1¢ ➢orr liable for any and all
u
his operations subsequent to a. Install re to can are shown and group
-sot show in plans. together where grace 1fo closer than 12 inches
nary adjustments in the layout to walk edges, buIfdl hs.
a 3C t0 :bouts, should b. Plastic pipe and fittings sh 1 be solvent welded using sy'
Ix ctl Land ac ma be, solvents and methods tacovmeided by manufacturer of
y ." U y P - "
ui1 w. ti 1 czeasa in' pupa, exce t where screwed comeetlo¢s are required. PSDe
j% "qi'' x $y "tm t, r and fittings shall be thorougely cleaned o. dirt, dust. °
J' d x and mosiiure before applying slvent with a non-syn[Ratic
�• '6,8r A " bristle brush.
may be assembled and welled on the surface. Snake
! c !ails ' IYv1^. g from side to side of tench bottoi to allow fair
e
- - a ,
C ia0#441,; = 41 tide. '.Coati Soa and eontrac:lon.
4t es++}k: 'se. t < v '4" 1 connections between plastic pipe and metal valves
1, x el pipe with threaded fittings using plastic sale a
'rS.
ads:
p
1� r �A�W Ir NP la6� x�'Iii .y4 h
all sprinkles as r exact
ea dlocatio
scale the plans for east head location.
�a joint compound on gaUanized icon fittings. f iti
v.
Pipe and Flushing Lines' �I
or plug all openings a soon as _
SnsDplled to prevent the entreeca ;ttrIIs that
oDs �.r:c: the D:pe. Leave lu until removal LL
.n 1i1�► DETAIL
fi dltt£n ,= necessarry for completion of 1 n. -
- +1 - Y b. Tho-cughly flush - : before Install
LVE D
° es and
., b
I}' head aernr drostatiC Tests.
ar
# _. t f q n s, valves
♦ Contractor shal.. No#-Y.
coupling valves. drawings shall also' to and e6 a' NI�
approved subst- 6 of size, mater'ai 'sanufac cu. heads or Proper
Pert
rl�
name and cstalo and catalog number. drawings sh
be deli er before final acceptance of work.
l
tl 11. Final A _ eel acceptance of the work may be obtained'ro:ltd 4' "*s Ems graze'
9 Y
s Y P ux k ' •::. Epmf YreConnectors.
from the „n the satisfactor completion of all work-
s pr �o£ the 'Owner in writing at Least IH lF Control Yres
12. Guarantee;;; A work shall de cts in
for one year from Cate ze _ one sting, _ S eotl>, :' On me
r of acceptance against all defects in material, equ.pmenc and i.. Co W. isbod at the expense of _ Espmsan Gals.
workmanship. Guarantee shall also cover repair of damage to decor and tuts of the Owner.
v' an art of the w Is 11 amount of backfill twz btt ,': harsm / *f*d A& 919E Serer any part p premises resulting from leaks or other defects ' rt ired V r pressure. y Rewre Control VoNe.
""
in material, equipment and workmanship to the sari Clan of -4 ""-
the Owner. Repairs, if required, shall be done p Y at o water Pressure of 125�
n a
+.<; wheat i have lured at least 2 PVC tole Adopter.
4, cost ID the Amer. x ` d s follows:„- ' �•"
en
lines and Bubsei as
for, PVCatto
„ e- '^ "• r leaks resulting f $ E
ak
perfect a '� 11ers'
Plastic Pipinly:' ''M4i n lines steal ]Se Scrod remote
remote ,.=remote
` 20 polyvinyl chloride (PVC) pipe and shall segu ,a
Fittings: -1 le 40, h
_ t Y J3➢i.Om u9s m par .w
D. x,
weiGht N, �' ruretl b�x l �. �. ,,. .6�
43k 4 n ng w -
.� ' sad .latstala , f9
c o
x trol ace 18" below finish grade sad P fiesheo Ro[k, i}^ p o
yr „�3+ a sk . • " r 'side Bain line. Provide looped slack
and tas In trench to allow for SM Be PVCNpp*5
PVC
IX
•Ik
Risers: Schap. + sl' of " a wires in bundles at intervals. 5ch. We I n
d Dips CU ..'ire s be allowed only runs more than
Conn h 1, b4., as detallefutura Paving, PVC Nnn Lot d. Pe.�PkR� PVC ao Lae. tee d t3txm.
Not sore d. All wire ➢ass n .-
pf`1 fittings when construction iw T= ".in ➢lea Clc or ups
Ss aatld ' lvanized steal"'" st 12" baYond 4
es of paving or.,. e -£t,, , - I aad<r'.d?4 to '
.0
nl
r �
6. Automat on
pF See Leq.::,:i`nnd Compacting: «.
iS
]. Remote Control valves: a. After system is ad Casts and',
See Legend inspections have 'excavations and,l "'
trenches with ale
S. Control wires: 24-volt solid wire U.L. approved for direct b eackfill for all.«
P�
burial in ground. minimum wile size: 10 quage. covered,
shall
q pact traanted by cTory; 1
't +'^ +y+ 01n9 ess may be us . �M=" w „`t `� rx'
00
9. Sleeves for Control wires: Under all walks and paving and .1'hl a[ ♦ v rcs A1`'I.s;., 'sryo4n
where indicated on drawings. PVC 1220-160 psi plastic pipe or
galvanized heavy wall steel conduit.
Belting from work o
10. Sprinkler Heads:
See Legend
..§w'`k"1al�" raz. ,'�`.a,f'c
il. Quick Coupling Valves: Shall be as noted on dray A... :;. 2 ,4. d- r..k i., rx',r` >_='„)�ej»y
¢��«�'t'.-
T L5
;#$ , „. r v _..;g ,. •a.s.>ne,s+,:'n.at.,.b:3/. :, ',# ..tvi,:Fw:s.�% ,+ b .."; s r
DO NOT SCALE PLAN FOR EXACT HEAD LOCATION.
RISERS SHALL BE PAINTED FLAT BLACK. <
` CONTRACTOR SHALL MAKE ALL ADJUSTMENTS TO
THE IRRIGATION SYSTEM TO INSURE 100% COVERAGE.s
CONTRACTOR SHALL RUN 4 ADDITIONAL SETS OF WIRES
THE ENTIRE LENGTH OF THE MAIN FOR FUTURE USE.
CONTRCTOR SHALL BE RESPONSIBILE FOR CONNECTION TO
THE ELECTRICAL SERVICE. , o ,," SN, i"
n FINAL LOCATION OF ALL COMPONENTS SHALL BE APPROVED
BY THE OWNER.
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SLEEVE SIZING SCHEDULE
a S q•�:.
SLEEVE SIZE SCHEDULE`I'�
s• PIPE SIZE SLEEVE S12
2 r #fit
1/ 4 2-1/2'
1 1/2 2 112
R y
4A 2 4Sx' v� �' 3
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SYMBOL DESIGNATION
OPERA LION SEQUENCE
NUMBER
r MSC.
GALLONS PER MINUTE
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ALL OF LOT 96, IN SECTION 5, TOWNSHIP
36 SOUTH, RANGE
40 EAST OF WHITE CITY SUBDIVISION, ACCORDING
TO THE
PLAT THEREOF, RECORDED IN PLAT BOOK 1,
PAGE 23, PUBLIC
`
RECORDS OF ST. LUCIE COUNTY, FLORIDA,
LESS AND EXCEPT
THE FOLLOWING: THE NORTH 267 FEET; THE
SOUTH 100 FEET
OF THE NORTH 367 FEET OF THE EAST 230
FEET; THE WEST
-
100 FEET OF ABOVE LOT 96, EXCEPT THE
NORTH 267 FEET
THEREOF; THE SOUTH 69 FEET OF THE NORTH
436 FEET OF THE
EAST 230 FEET; THAT PARCEL DESCRIBED
IN THAT CERTAIN
DEED FROM ROY C. CHAUNCEY AND ETHEL CHAUNCEY,
HIS WIFE
TO THE STATE OF FLORIDA, RECORDED IN
O.R. BOOK 228,
PAGE 2485, PUBLIC RECORDS OF ST. LUCIE
COUNTY, FLORIDA;
LESS ANY EXISTING RIGHT OF WAY FOR
MIDWAY ROAD AND
s
.
JORGENSEN ROAD651
2
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♦ _, as ` f 1 `t.. m i � �.IhL a" .
.
1. A SEARCH OF THE PUBLIC RECORDS HAS NOT BEEN MADE
' BY THIS OFFICE.
2. BEARINGS BASED ON FOOT SECTION 94530-2604, BASE
LINE OF MIDWAY ROAD = S 89-37-51 E. OF RECORD.
3. ELEVATIONS SHOWN ARE RELATED TO AN ASSUMED DATUM.
4, SCRIPTION PROVIDED BY CLIENT.
OPERTY LIES IN F.I.R.M. ZONE "X", AS SHOWN ON
PANEL 12111C-028OF DATED 08/19/91.
6• CERTIFIED TO: DAVID G. & IRIS WALTERS, PORT ST.
LUCIE NATIONAL BANK; I.S.A.O.I.A.: CHICAGO TITLE
INSURANCE CO.; GOLDMAN, BRUNNING & MILDNER, PA.
0 4 •
♦ �gW?
�y Ili .... rr`I: �° ,. � �, mffM1,.w li
SlJF2V EYC7Fi ' S CERT" I F I C.AT
,
I HEREBY CERTIFY THAT THE PLAT SHOWN HEREON IS A TRUE AND
CORRECT REPRESENTATION OF A SURVEY MADE UNDER MY DIRECTION
_ AND THAT SAID SURVEY MEETS THE MINIMUM TECHNICAL STANDARDS
s. OF CHAPTER 61G17, FLORIDA ADMINISTRATIVE CODE AND THAT THERE
ARE NO ABOVE GROUND ENCROACHMENTS UNLESS OTHERWISE SHOWN.
` a NOT VALID UNLESS SEALED WITH AN EMBOSSED SEAL.
r
It
I ROB€RT J. SIPPEL
K PROFESSIONAL LAND SURVEYOR rl u
TE Of FLORIDA #3793
f floo'1b1a13
REVISIONS JOB 3noell-
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Plumbing Notes '
GENERAL TOILET ROOM ACCESSARY MI13"IlE'iT NOTES 1. All workmanship k materials shall be in strict accordance with applicable '` � �� -
I. ELMTRIC HAND DRYER PROVIDED BY TKQNT INSTALLED BY ELEC1RICAL SUB-CONIRAC'LC)R TO BEBOBRICK. national, stag , do local codes &,ordinances.
•
#B-200 MOUNTED 36" ABOVE FINISHED FLOOR. 2. Contractor shall visit the Job site & thoroughly familiarize himself with
2. SOAP DISPENSER TO BE BOBRICK #B-86. all existing conditions.
3. ASHTRAY OVER URINAL TO BE BOBRICK #B-260. MOM
"WOMM 3. All materials shall be new & shall bear underwriters' label 4. where
TOII.ET PAPER DISPENSERS AT ALL WATER CLOSETS TO BE BOBRICK #B 2730. }� applicable.
a
5. FEMININE NAPKIN VENDOR IN 1.YMENS RESiROOM TO BE BOBRICK #B-280 AND SANITARY EIAPKIN VENDOR 4. All wr.rk shall be Performed by a licensed plumbing contractor,•in a first
TO BE BOBRICK #8-270. class workmanlike manner. The coppleted system shall be fully operative, &
acceptance by and architect/engineerimust be a condition of 6. GRAB BAR TO BE BOBRICK 1�" DLAAfETER, MDUNIID the subcontract. 33" ABOVE FINISHED FLOOR. <' '" "$ .
5. All excavation & backfill as required for this phase of construction shall
-� be a part of this contract. - - --
-.6. Required insurance shall be provided by this contractor for protection
_ -
F
against public liability &proper[Y damage the du
ration of work.
v
7. Contractor shall pay for all fees, permits, inspections &•tests.
f _ has
v z �•- I<`� ..a S. Architectural and or engineering expenses that are. incurred due to revisions
Of substitutions requested bit the contractor shall be paid for by that
i
contractor.
9. This contractor shall furnish all water meters unless otherwise noted.
!- 10. Location of
xzz ,k, �, •J_� - ,, plumbing rough in may change. Verify exact location with
�; ,• , ,,,, s; architect/engineer
prior to installation. Drawings are diagrammatic. Do not
scale for the exact of fixtures, P• gi to.equipment,
P etc.
4e,
11. Submit shop drawings on all equipment
s ,, �t , c f , �qr•r• + td;� 1! e g eq pment to architect/engineer & obtain
tt. PProval to
prior installation. '
12. All work shall be coordinated with other trades to avoid interference with
the progress of construction.
al
13. Verify location, size, elevation, materials, & present state of all
es' existing utilities prior to beginning construction. Advise engineer of any
fw discrepancies.
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AIR CONDITIONING SCHEDULE
UNIT
A/C
TONAGE
HEATSTRIP
KVA
AIR HAND
CFM
NAME
MFG.
CAT.
#
SEER
VOLT PHASE
VA
WATTS
1
5
10 KVA
2000
10
240 1
8400
2
5
10 KVA
2000
10
240 1
8400
E� x
Y
n
g
k
O ❑ LQ
50
O
" 100
75
® MTL ROUND DUC FRESH AIR
MrTH BIRD SCREEN JID FIL R.
0
A/C #1
• DAMPER
6' MTL. RND.
DUCT FRESH
AIR W/ BIRD
SCREEN
• AND FILTER. ao
x
s
1
50
1111
n�
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FRESH AIR
6-29-94 JDJ
prL
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LIGHTING FIXTURE SCHEDULE
TYPE
DESCRIPTION
LAMPS
FINISH
MOUNTING
REMARKS
NO
TYPE
WATT
A
2J240-EXA.125-LE 120
2
T12
35
RECESS
B
2J340-EXA.125-LE 120
3
T12
35
RECESS
C
P4-242G-43-263-1-LE 120
2
T12
35
RECESS
D
P4-243G-43-363-1-LE 120
3
T12
35
RECESS
E
AD240A-LE 120-D.L.
2
T12
35
SURFACE
BATHROOM + OUTSIDE CANOPY
F
GE # WFL22F
1
INEDp�
22
BRONZE
WALL
OUTSIDE DOOR
G
GE # SBF07MOH
1
CLU
70
BRONZE
GROUND
FACADE
H
2J440-EXA.125-LE 120
2
T12
35
RECESS
X
DUAL-=E KSR-LED-EP
LED
LED
UNIVERSAL
EXIT
EM
DUAL -CITE EZ-2F
CLUDO
I INCLUDED I
WALL JFMERGENCY
C
0
A/G C)15C.. 51ZE UJ 250 MGM GU A/G D15G. SIZE
AS PER A/G 3" RIGID CONDUIT AS PER A/G : MFG'R SPECS MFG'R SPECS
a1:
OR�EQUIVALENT "A1FL
1 PH 320 AMP ETEK CAN tj
400 AMP MAX
4 120/240 O 120/240
A/C GOMPRE550K NEW NEW 200 A A A/G COMPRESSOR
2Q0
PANEL 8X6 X4 WP PANEL
GUTTER
NUETKAL NUETKAL
1 #6 GU. IN. 1/2"
GOND. GROUND
10 200 AMP t h
MAIN 0I
ALL ELECTRICAL IAW. CURRENT "NEC" INGL-
GFI OUTLETS. ALL WIRING TO DE COPPER.
ELECTRICAL RISER SCALE N.T.S.
WP / GFl TO "" 3*r•
t t1LIG
n n
H
rKK
ELECTRIC LEGEND
SYMBOL
DESCRIPTION
GFI
GROUND FAULT INTERRUPT
WP/GFI
WATER PROOF GFI
CABLE
<C>
T.V. JACK
SMOKE DETECTOR
QS
EXHAUST FAN
SWITCH
�3
2-WAY SWITCH
3-WAY SWITCH
LIGHT FIXTURE
11OV RECEPTACLE
8
SWITCHED 110V RECEPTACLE
g
220V RECEPTACLE
\
WIRE
� - 'L ITS 13--------------------
LL
�\
- - - S EXH. C
FAN
U
-7- iL �=l
w I I
1
I C
QLECTRICAL �
pA{{NEL 'B' i Q
I �
Q U
C
H
o U
n
42� LE]
EM
u
o u
x WP/GF1'
\\ \\ \\ N
/ P,
WP/GFl \\\�
w � �
TO FA.
Q
NOTES: "~
1. PAINT LIGHTS STANDARD COLOR PER MANUFACTURE'S STANDARDS*
2. ALL ELECTRICAL TO BE IN CONDUIT, ALL WIRE PER NEC ,
3. SURFACE PAINT TREATMENT TO HAVE GRIP FINISH
4. ELECTRICAL CONTRACTOR TO INSPECT AND CERTIFY SERVICE IS ADEQUATE.
5. ELCTRICAL CONTRACTOR TO PROVIDE ENGINEER WITH AS BUILT SKETCHES.
E
GFI
-•
LLP'6' 200A MLO 120/240 'PH 3W 40GKT ELEC.. PANEL
PANEL W IS THE SAME AS PANEL 'A'
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DRAWN
J.M.R.
GHEGKED
DATE
®6-19-94
5GALE
AS NOTED
JOB. NO.
94-217
=L OF 1
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1
0
AS TO PREVENT DIRECT GLARE OF HAZARDOUS INTERFERENCE OF
V fi PP�I ANY KIND TO ADJOINING STREET OR PROPERTIES. I
/Z _ — — — �� �"I o St. Lucre N 1/ " � 184c�j
I I —
I ra,�i ita E
.
„I- _ - Sit!: Plan RPPrmed FOr Oolr'�►"�d .••'" {
�% ,/�l'� 1�e.� / �! /�► 1 SuPereedes A P�rvimrs a40 f{e of
�{ I OSDS # L
-t{-- „i2"GMP GvL�EF j"J 'Tb REMaVED `_� r-C-VICES WIILLL�F� CnN5RjjC.'Te0 4-T ALL. PsapPEiZTY
ANfJ SWALE Tn R,L� GiRQDC7D To LINE'S &NrD PIpn- It -NE 176,
a ONII 1L OMM�RLIAL={e:NiF :,NL•
L ANrD LJ&e- 14s,L_
GROUP ROUP INC.
ENGINEERS & SURVEYORS
718 S.IV. PORT ST. LUCIE BLVD.
SUITE F
PORT ST. LUCIE, FLORIDA
(407) ,43,5.4466 879-0477
REVISIONS
BY DATE DESCRIPTION
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NFAUMEM
_
d bC'S !S
Aw
ALL OF LOT 96, IN 5
40 EAST OF WHITE CITY SUBDIVISION, ACCORDING TO THE
A
}
is re f
PLAT THEREOF, RECORDED IN PLAT BOOK 1, PAGE 23, PUBLIC
i2ECORDS OF ST. LUCIE COUNTY, FLORIDA, LESS AND EXCEPT
t � TH E FOLLOWING: . THE NORTH 267 FEET; THE SOUTH 100 FEET
OF THE NORTH 367 FEET OF THE EAST 230 FEET;. THE WEST
M�.>T 100 FEET OF ABOVE LOT 96, EXCEPT THE NORTH 267 FEET
THEREOF', THE SOUTH 69 FEET OF THE NORTH 436 FEET OF THE
u EAST 230 FEET THAT PARCEL DESCRIBED IN THAT CERTAIN
.,L r DEED FROM ROY C. CHAUNCEY AND ETHEL CHAUNCEY, HIS :�I FE
TO THE §TATE OF FLORIDA, RECORDED IN O.R. BOOK
PAGE 24§5, PUf4{,;TC RECORDS OF ST. LUCIE CO TY, FLORI
LESS ANY EXF G RIGHT OF WAY FOR M Y ROAD A
mm
44
1
PARKING BY
DISABLED
PERMIT
ONLY
$250 FINE
BLUE
WHITE
�� i' �i' • �PAflAIXG U~
_ DISABLED
PERMIT
OMIT
x
Diagonal
"FE- -- )7.Coo
5250 FINE
01 1
Perpendicular
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P.17 Ff ROM
"Rpm 777
qj
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2. THE CONTRACTOR SHALL BE R ' r m ""PR ALL REQUIRED 'TEST
FORMED BY AN INDEPENDENT TTORY APPROVED BY T
�I HE CONTRACTOR SHALL NOTIFY THE ENGINEER 48 HOURS PRI
r' ECTIONS AND SHALL SUPPLY ALL EQUIPMENT NECESSAR
4,THE CONTRACTOR SHALL GIVE ADEQUATE NOTIFICATION TO ALL AFFECTED•
+
f`FERS FOR REMOVAL, RELOCATION AND ALTERATION OF THEIR
ENCOUNTERED, UNSUITABLE MATERIAL SHALL BE REMOVED' -A' `A ,
EA DETERMINED BY THE ENGINEER AND BACKFILLED WITH CLEAN GRANULAR SA
SELECT MATERIAL APPROVED BY THE ENGINEER. BACKFILLING SHALL BE IN
�Tdry S NOT GREATER THAN 8" THICKNESS AND COMPACTED TO 98 PERCENT OF T.
DRY DENSITY AS DETERMINED BY AASHTO T-180..^' -
rn
IN A WORKMAN P MANNER
TATE' m rAND F REGULATIONS AND/OR CODES
CONSTRUCTION
OF THE
NOTED.
4 •. S J l:
NTEE ALL WORK AND
THE DRAWINGS SHA
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CON GROUP INC.
ENGINEERS & SURVEYORS
718 S.W. PORT ST. LUCIF tilt VO.
.I TE F
Dole Drown By
Sco/e: Checked By:
�c7 Tf- Lit
TYPICAL STREET SIGN WITH
AIDL5 NfA L%N PLACE
SHEET NO:
G/C IL `S b �r�s Cl�r)Sf
OF:
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li PI__'C I F1 GATI ON IS
A. EXTENT:
0. WORKMANSHIP,
HEAD DETAILS
I I Lay out
work ae""ccurately as possible to the drawings. The
Includes furnishing all labor,
materials And equipment for
drawings.
thOU9* "pay drawn, are generally diagrammatic to
the prope r installation of the
irrigation system. The work
the extent
that s�� off, offsets, and all fittings are not
,aclude., but is not necassarily
limited to, the following:
shown.
Trench.
,no and Back!ill;
(2) Automatically Controlled
1.11
I
.-igation System; (3) Test All
4 "A 1 '1
Systems and Make Operative,
2. The Contractor
hi� p risible for full And complete
is a � a res * I ,
of all irrlg ad areas and shall make any necessary
�isa
5- i t raw nos
9 !1"
minor adjustments atW additional Cost to the owner.
�;ERAL.
3. Any major revi.lons f?. irrigation system must be submitia
?ermits and Fees: Obtain All po mits and to
and answered inIwrItten, form, along with any change in contr
any governmental agency having jurisd
price.
Inspections recruited by local ordinances i
construction shall be ar-ranged a roquir 0 f S.
INSTALLATION:
the work. satisfactory evidence shall be furnished
Landscape Architect to show that all Work has been Ire, d
1. Excavating a&I Tirgrichink
in accordance with the ordinances and code requirements.
r
2.
Approval: Wherever the tems 'approve' or 'approved ll� excivations as required for the installatt
4"N 'Included under this section, including
work
WORK
used in the specifications, they shall mean the approv
h4banks to prevent cave-ins. Restore all su
the Owner in Writing.
existing underground Install at ions, etc., damaged J
as a result o� t!ie excaat-ons to their crIgi-al c
3.
Before any work is started, a conference shall be held between
aid in a manner approved ty the Owner.
the contractor and the Owner concerning the work under this
�T_
comtract�
III Trenches shall be made vide enough to allow a mini
4.
Coordination: Coordinate and cooperate with other contractors
inches between parallel pipe lines. Trenches 4
to enable the work to proceed as rapidly and efficiently as
lines shall be made of s.lfici.nt depths to Prov
possible.
minimum cover from finish grade A. follows
1) Is- minixinim cover over me in lines.
5.
Inspection of Site:
.1 ) 12- minionua cover over cont ol ir
to valves,
a. Contractor shall "quaint himself with all site
3) 12" minim. cover over _.tor�l 11.:Ss 4
co of his proposal shall be
s. Maintain kliawarning signs, shor1h;, barricades,
con at the examination has been
and e,1rlint6rmd'lias required by the S.ifety Orders
con itits not shown on the plans be
Divislot Of ust, ial safety and any local ord sa
fou CGnt; 11 promptly notify
the a action� Failure
'r
2. Pipe Line AssininlY:
to ra t for any And all
dam &risins; from his operations subsequent to
Installes" 'remote control Al,es where shown anc jrwwg�,,
die Is utilities not shown In plans.
11 make neces4 adjustments in the layout
togethei what# practical; place no closer than 12 insaagl,
to Mal idings and wells
N C W 181.85'
VZV
3,
\3
3
if if
1 hi, 11 i");, t P Hl.a(j
Pipe
3
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3
3
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'1 3' IT\
.4, ft 3
zZ /4A
in
fr
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3
3
ry I
r .9 t
b:dl=l outs, should b. plasti fittings shall be solven welded
r
Al as may be solver, seXods recommended by manufacture of t�e
ncreass In pipe, strewed connections are required. Pipe
and ��l be thoroughly .1 .... d of dirt, dust,
applying solvent it In 1,
in
Conditio 3 The br;t
A
protect site sembled and welded on the surface
C. She
this Ida to side of trench bottom to Allow
3 ccrdl.t-'On contraction.
ctions between Plastic pipe and metal val
with threaded fittings using plast c
4.4,
7
sprinkles as detailed on drawing
Us fc. exact head locati
-und on galvanized Iron f
r I
of PI �Z`ushlnq Lines
0 earliest Possi liio
his time. 4. clog a of
a. -ap or plug all openings as soon as
or award of the Contract, the lines have be
Owner a work schedule. listalled 4o�grmvenr the entrance of materials that wou I
truct as pipe. Leave In place Until removal I
VI'III-VE DETAIL
essaripalif4ecompietion of installation.
to. Proper* 4A '"-Built- drawing i§p :
gas; from the bid b. roughlf flush out all ater lines before Installitoir
And other hydrants.
the main line ap!% on Hydrostatic Tests A
.last in A
alves and quick- C. 'bon cfmpleti4 of the th a shot 161 to�3/4' RetionxielaI
Piostic Min go. Mwt—
cc and show d. �mpjet# assood"y and d) I. k
approvoc SUD to, material and ManUfaCtUrer'S *v,gotw cmirot voiveJ
name and catalog alog number. The drawings shall
be delivered to th re final acceptance of work,
-,stati4z Tsetile Finish franc.
!I. Final Acceptance: Final acceptance of the work may be obtained Vre Cornectols.
I k net In -titiftil at least 49
from the Owner upon the satisfactory completion of a on the presence of the 0 Control wres
advance of testing. 1* na
'2. Guar:n,:e- work 0 a year from do be acco ad at the expanse 'Of the Expansion Coils.
of Pr nAcl.'a gal equipment a: ,Ind in the
workmanship. Guam load pipi iiiiftl�� , 40 herk / "0 Ash 118i Ser es
etching or e Control Voive.
continu ure of 1W
at least
an Wel
ww_
ri P.* to
C. HATEPICAL so 2 kPth With
1. Gensral� All materials throughout the system shall be new A
In perfect condition.
or in a
IOU setting
Schedule 40, Type
:nd nail conform to
UPI chloride (PVC)
Lasts, or approved
00
pipe. of proper
I dy _t
a t
I'qmoball be con at Intervals.
.010 C a more It
05 or
ure
wore
ure pavt
s when "PI
ting:
ytil- and compac
'Ila
ten op q and requ ire 0 an&
f as een made, backfil
:clean soi-, �reo of ubb
11 t
_dl�SS 9 pipe
e U.L. Approv4d r .pacted to a -
a ire size: 14 quage. al planted by thoro
at gin
n ii�,, to be
tr e
Fill nq process may be us
fo r
and no th
a* Is Ifor idonffol�Wires: under all alks and
where indicated on drAwints. PVC 1220-160 psi plastic pipe or those areas.
galvanized heavy wall steel conduit. d. Dress off all Areas to finish grades.
F CLEAN-UP ROMO,,. from the site .11 debris resulting J
10. Sprinkler Heads: ��n'
See Legend this
WIN.; 1
11. Quick Coupling Valves: 31 1 i gc %3f 7�
M
pV
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44 W
',S�YMBOL DESIC
1411 F ue�vol�� 'mmm'-1
WS
E SIZING SCtA[.DULE
z NPI-111511"IlEr-y'
NO! :S:
OPERI�FION SEQUEI
NUMBER
_P,
I E V E SIZE SCHEDULE
DO NOT SCALE PLAN FOR EXACT HEAD LOCATION.
x,
RISERS SHALL BE PAINTED FLAT BLACK. CA PIPE SIZE
11M, I'A
I. ..... 3/4' MOM GALL( NS PER MIN
'w,
, 111.1 1, l
CONTRACTOR SHALL MAKE ALL ADJUSTMENTS TO
THE IRRIGATION SYSTEM TO INSURE 100% COVERAGE. I- 1/ 4'
CONTRACTOR SHALL RUN 4 ADDITIONAL SETS OF WIRES
2'
THE ENTIRE LENGTH OF THE MAIN FOR FUTURE USE jP
A,
CONTIRCTOR SHALL BE RESPONSIBILE FOR CONNECTION TO 'A AiN,�
THE ELECTRICAL SERVICE. 4
l'S
FINAL LOCATION OF ALL COMPONENTS SHALL BE API'KUVLU
i�,, M,
BY THE OWNER
4i, "'q,�, g.,, 4l
7'
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4
4
7l, /4
PVC Ell%, It
U
3,
CID
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3, 1 \177
e'
-4 3,
3"
3"
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740
N 00012 11 W 184.0
F -A
'A- �11 i
JOrgensen Road
A iI,
lVI
A"
;Ig
ApIr
�b
�ON
n,
RAIN BIRD 1812-PRS 10'Q-VAN .40 GPM @ 30 PSI 5
IN 10
171 RAIN BIRD 1812-PRS 10'H-VAN 0.88 GPM @ 30 PSI
RAIN BIRD 1812-PRS 10F 1.57 GPM @ 30 PSI
All"
RAIN BIRD 1804-PRS 12'0-VAN .65 GPM @ 30 PSI
RAIN BIRD 1804-PRS 12'H-VAN 1.30 GPM @ 30 PSI
RAIN BIRD 1804-PRS 15'Q-VAN 1.00 GPM @ 30 PSI
-PRS 15'H-VAN
RAIN BIRD 1804 1.85 GPM @ 30 PSI
ga
RAIN BIRD 1804-PRS 15'F 3.75 GPM 30 PSI 36
6ii
4,-
HARDIE ELECTRIC VALVE (700
RAIN BIRD CONTROLLER (RC-1 260, LPPK, IPS) 1
3.0 HP GOULD CENTRIFUGAL PUMP MODEL XSH30 AND
2-1/2" WELL TO DELIVER A MINIMUM OF35 GPM
A 110 TDH
� fm
MINI CLICK RAIN SENSOR
11101111111 1 112" PVC MAIN (SCH. 40) AS SHOWN
5le
PVC SLEEVE (SCH. 40) AS SHOWN S
"Maw-
1 112" GATE VALVE 2
'ni r
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Z Do
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0
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N
DRAWN
PC
CHECKED
TM
DATE
SCAZ
1"x201-0"
" NO.
SHEET