INDEX OF SHEETSE8F4113D-E37D-40… · h.s.p.s. demolition, proposed plans & section effluent meter...
Transcript of INDEX OF SHEETSE8F4113D-E37D-40… · h.s.p.s. demolition, proposed plans & section effluent meter...
Augu
st 4
, 201
7 B
id S
et902 North Sinclair Ave.
Certificate Of Authorization Number: 27029
Fax: 352.343.8495Office: 352.343.8481
www.besandh.comTavares, Florida 32778
Original Document Size 24"x36"0 1 2 3 4 5
(Inches)
1INDEX OF SHEETS
COVER SHEET2 AERIAL MAP & GENERAL NOTES3 SITE PLAN
54
PROJECT LOCATION
07-24-2017 Revised
H.S.P.S. DEMOLITION, PROPOSED PLANS & SECTIONEFFLUENT METER DEMOLITION, PROPOSED PLANS & SECTION
COUNCILOR, SEAT 2 COUNCILOR, SEAT 3
CHRIS SEARSMAYOR
JOSEPH MABRY ED CONROY
SEAT 1
COUNCILOR, SEAT 5JOHN SCOTT
DAVID NEBELMAYOR PRO-TEMPORE
SEAT 4
PUBLIC SERVICES DIRECTORJOHN RNEST
E-3E-2E-1
E-4E-5E-6E-7E-8
ELECTRICAL NOTES, SYMBOLS & ABBREVIATIONSELECTRICAL SITE PLAN
ELEMENTARY DIAGRAMSINGLE LINE DIAGRAM
BACK UP CONTROL DIAGRAM
HSP POWER PLANEXISTING ELECTRICAL BUILDING POWER PLAN
MAINTENANCE BLDG. ELECTRICAL PLAN
08-04-2017 Bid Set
INSTRUMENTATION NOTES & LEGENDP & ID – WTF TREATMENT PROCESSES
I-3I-2I-1
I-4P & ID – MISCELLANEOUSCONTROL SYSTEM
E-9 PANEL AND LIGHT FIXTURE SCHEDULEE-10 ELECTRICAL DETAILS
I-5 DOWNTOWN LIFT STATION RTU DIAGRAM-1I-6 DOWNTOWN LIFT STATION RTU DIAGRAM-2
JOB NO.:
CHECKED BY.:
DRAWN BY:
DATE:
DESIGNED BY:
FILE NAME: -
151092.0002
TEM
CBW
CBW
May 10, 2017
07-2
4-17
Rev
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902
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WATER:
TELEPHONE:
ELECTRIC:
TOWN OF HOWEY-IN-THE-HILLS (352)
SPRINT UNITED TELEPHONE CORP.
TOWN OF HOWEY-IN-THE-HILLS
FLORIDA POWER CORP.
(352) 326-1545
(352)
(352)
589-0771
UTILITY LISTING
---
--
483-7237(352)TECO PEOPLES GASGAS:
CABLE: COMCAST CABLEVISION (352) 728-8757
SANITARY SEWER:
(352)SUMTER ELECTRIC COOPERATIVE, INC.ELECTRIC: 357-5600
E. CEDAR ST.
E. PINE. ST.
E. OAK ST.
E. CENTRAL AVE.
E. MYRTLE. ST
PINE. ST.
W. OAK ST.
W. HOLY ST.
W. MYRTLW. ST
W. CENTRAL AVE.
TOWN HALL
PUBLICLIBRARY
S. FLO
RID
A A
V.
S. D
IXIE
DR
.N
. PA
LM A
VE
. (S.R
.19)
N. D
IXIE
DR
.
S. P
ALM
AV
E. (S
.R.19)
DUPONT CIR.
SCALE: 1" = 200'
5004003002001000
GENERAL NOTES
17.
CONSTRUCTION STORAGE AREAS FOR THE CONTRACTOR ARE AS DESIGNATED ON THE SITE PLAN.BOUNDS. IF PERMITTED BY THE OWNER, SPOIL AREAS SHALL BE AS INDICATED ON THE DRAWINGS.LIMITS OF CONSTRUCTION FOR THIS PROJECT SHALL BE THE AREA SHOWN WITHIN THE PROPERTY
UNDERGROUND PIPELINES, F.S. 553.851, CH. 77-143.UTILITY OWNER IN ACCORDANCE WITH THE REQUIREMENTS OF FLORIDA STATUTES, PROTECTION OFTHE CONTRACTOR PRIOR TO EXCAVATING IN THE VICINITY OF A GAS PIPELINE SHALL NOTIFY THE GAS
BE FURNISHED BY THE CONTRACTOR SHALL INCLUDE: LOCATION, ELEVATION, UTILITY TYPE, MATERIAL CONTRACTOR IS TO NOTIFY THE ENGINEER IMMEDIATELY. INFORMATION ON THE OBSTRUCTION TO FEET IN ADVANCE OF THE WORK, WHICHEVER IS GREATER. IF THERE IS A POTENTIAL CONFLICT, THEWORK AND EXISTING UTILITIES. THE EXPLORATORY EXCAVATIONS SHALL BE MADE 48 HOURS OR 1,000THE CONTRACTOR SHALL MAKE EXPLORATORY EXCAVATIONS AT ALL INTERSECTIONS OF PROPOSED
PLUGGED IF ADJACENT WORK HAS NOT BEEN COMPLETED.ALL PIPING AND/OR APPURTENANCES CONNECTING TO ADJACENT CONSTRUCTION SHALL BE
OUTSIDE OF PIPE TO OUTSIDE OF PIPE.WHERE MINIMUM SEPARATIONS BETWEEN UTILITIES IS REQUIRED, THE DISTANCE MEASURED IS FROM
14.
11.
8.
16.
UNLESS OTHERWISE SPECIFIED ON THE DRAWINGS OR IN THE SPECIFICATIONS, ALL ITEMS NOTEDTO BE REMOVED SHALL REMAIN THE PROPERTY OF TOWN OF HOWEY-IN-THE-HILLS (OWNER). ALL ITEMSREMOVED SHALL BE STORED BY THE CONTRACTOR ON-SITE AS DIRECTED BY THE OWNER.
4.
3.
THE CONTRACTOR SHALL REPLACE ALL PAVING, SODDING, STABILIZED EARTH, LANDSCAPING, DRIVEWAYS, SIDEWALKS, IRRIGATION SYSTEMS, UNDERGROUND PIPING, ETC., DISTURBED OR DAMAGED BY THE CONSTRUCTION. THE CONTRACTOR SHALL REPLACE WITH EQUAL MATERIAL ORAS DIRECTED BY THE ENGINEER.
CONTRACTOR SHALL TAKE CARE TO PROVIDE PROPER GRADE, ELEVATIONS AND ALIGNMENT FOR FUTURE CONNECTIONS AS SHOWN ON THE DRAWINGS.
9.
ALL CONSTRUCTION SHALL CONFORM TO F.D.E.P. AND THE TOWN OF HOWEY-IN-THE-HILLS STANDARDS.
UTILITY SEPARATION SHALL BE AS REQUIRED IN CHAPTER 62-555.314 F.A.C.
WHERE A CONNECTION IS TO BE MADE IN THE FIELD TO AN EXISTING PIPE, THE CONTRACTOR WILLEXCAVATE THE AREA TO VERIFY THE TYPE OF PIPE AND THE PIPE SIZE, AND OBTAIN THE OWNER’SAPPROVAL OF THE PROPOSED METHOD OF CONNECTION PRIOR TO ORDERING AND INSTALLINGMATERIALS.
ALL WATER OR SEWER SERVICE CONNECTIONS, INTERRUPTIONS OR RELOCATION’S SHALL BECOORDINATED IN ADVANCE WITH FIELD REPRESENTATIVES OF THE TOWN OF HOWEY-IN-THE-HILLS.
ALL EXISTING PROPERTY, FENCING, DRIVEWAYS, PIPING, SIDEWALKS, SIGNS AND OTHER ITEMS SHALLBE RESTORED TO ORIGINAL LINE AND GRADE UNLESS APPROVED BY THE ENGINEER. ACCESS TOADJOINING PROPERTY ALONG THE PROPOSED ROUTE SHALL BE MAINTAINED AT ALL TIMES.
IN THE EVENT THAT THE POTABLE WATER SYSTEM IS CONTAMINATED (I.E., WATER DOES NOT MEETFEDERAL AND STATE REQUIREMENTS) DUE TO CONSTRUCTION ACTIVITIES, THE CONTRACTOR SHALLBE RESPONSIBLE, UNDER THE DIRECTION OF THE OWNER, OR STATE AND LOCAL REGULATORY AGENCYFOR CORRECTING ANY SUCH CONTAMINATION PROBLEM INCLUDING DISINFECTION, TESTING ANDOTHER CORRECTIVE ACTION.
THE SHOWN LOCATIONS OF RIGHTS-OF-WAY AND UTILITIES ARE APPROXIMATE. IT WILL BE THERESPONSIBILITY OF THE CONTRACTOR TO EXACTLY LOCATE ALL RIGHTS-OF-WAY AND UTILITY LINES INTHE CONSTRUCTION AREA PRIOR TO EXCAVATION. ANY DAMAGE TO ANY EXISTING UTILITY,STRUCTURE OR SERVICE SHALL BE REPAIRED, AT THE CONTRACTOR’S EXPENSE, IN A MANNERAPPROVED BY THE RESPECTIVE UTILITY OWNER.
TRAFFIC SHALL BE MAINTAINED AT ALL TIMES AS PER FDOT STANDARD SPECIFICATIONS FOR ROAD ANDBRIDGE CONSTRUCTION, ROADWAY AND TRAFFIC DESIGN STANDARDS AND THE MANUAL ON UNIFORMTRAFFIC CONTROL DEVICES.
REMOVAL OF TREES GREATER THAN 4-INCH BASAL DIAMETER SHALL BE ONLY AS DIRECTED BY THEOWNER/ENGINEER. CONTRACTOR SHALL LIMIT TO A MINIMUM THE AMOUNT OF TREE REMOVAL,CLEARING AND GRUBBING REQUIRED BY TRIMMING TREES WHEREVER POSSIBLE.
CONTRACTOR SHALL NOTIFY AND COORDINATE WITH AFFECTED PROPERTY OWNERS ANDOWNER/ENGINEER ONE WEEK IN ADVANCE OF TREE CLEARING AND GRUBBING. ALL DEBRIS FROM TREECLEARING AND GRUBBING SHALL BE REMOVED.
CONTRACTOR SHALL PROVIDE AN EMERGENCY CONTACT NUMBER LIST FOR KEY SITE PERSONNEL.
ENGINEER OF RECORD REVIEWED SHOP DRAWING SUBMITTALS ARE REQUIRED FOR ALL WATER/SEWER/RECLAIMED AND STORMWATER SYSTEMS TO BE DEDICATED TO THE TOWN OF HOWEY-IN-THE-HILLSTWO SETS ARE REQUIRED FOR REVIEW. ONE SET WILL BE RETURNED TO THE ENGINEER OF RECORD.
OFF-SITE OR ROADWAY RIGHT-OF-WAY CONSTRUCTION SHALL BE IN ACCORDANCE WITH ALLCONDITIONS OF THE APPROVED R/W PERMIT(S). A COPY OF THE APPROVED R/W PERMIT MUST BE KEPTON-SITE AND READILY AVAILABLE DURING ALL CONSTRUCTION ACTIVITIES WITH THE R/W.
EARTHWORK, PAVEMENT AND CONCRETE CONSTRUCTION NOT SPECIFICALLY ADDRESSED BY THE CITYLDC, SHALL BE CURRENT OR YEAR 2000 FLORIDA DEPARTMENT OF TRANSPORTATION STANDARDSPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, WHICHEVER IS MORE STRINGENT.HTTP:/WWW.DOT.STATE.FL.US/SPECIFICATIONSOFFICE/LOCALARCHIVES.HTM
COPIES OF ALL MATERIALS AND COMPACTION TESTING PER THE LATEST EDITION FDOT STANDARDSPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION MUST BE PROVIDED PRIOR TO CLOSEOUT.
1.
2.
10.
12.
13.
22.
15.
18.
19.
20.
21.
29.
28.
24.
23.
30.
THE CONTRACTOR SHALL VERIFY THE EXISTENCE AND LOCATION OF ALL EXISTING UTILITIES SHOWNAND NOT SHOWN PRIOR TO ANY CONSTRUCTION. ANY CONFLICTS OR DISCREPANCIES BETWEENTHESE PLANS AND ACTUAL FIELD CONDITIONS, SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OFTHE ENGINEER.
THE CONTRACTOR SHALL CONTACT THE ENGINEER FOR HORIZONTAL AND VERTICAL CONTROL DATA.
NO DEVIATIONS FROM THESE PLANS SHALL BE MADE WITHOUT PRIOR APPROVAL OF THE ENGINEER.
5.
6.
7.
THE CONTRACTOR SHALL ENSURE ALL NECESSARY PERMITS ARE IN HAND BEFORECOMMENCEMENT OF CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SATISFYING ALL REQUIREMENTS OF REGULATORY AGENCY PERMITS IN REGARD TO CONSTRUCTIONACTIVITIES AND CONDITIONS STATED THEREIN.
AND SIZE.
26.
25.
27.
SO AS TO MINIMIZE IMPACTS AND MAINTAIN ACCESS AT ALL TIMES.CONTRACTOR TO COORDINATE OPEN CUTTING OF EXISTING DRIVEWAYS WITH PROPERTY OWNERS
CONTRACTOR SHALL PROVIDE TRAFFIC CONTROL AT ALL TIMES. LANE CLOSURES SHALL ONLY BE ALLOWED BETWEEN 7 A.M. AND 4 P.M. AT ALL OTHER TIMES, THE CONTRACTOR SHALL "SAFE UP" THE JOB SITE AND OPEN ALL TRAFFIC LANES.
LOCAL EMERGENCY SERVICE AGENCIES A MINIMUM OF 24 HOURS PRIOR TO SAID CLOSURES.CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING LANE/ROAD CLOSURE INFORMATION TO ALL
31.
ALL PIPE SHALL BEAR THE "NSF" SEAL FOR POTABLE WATER.
DEPTH OF WATER LINES TO BE MIN. 36" BELOW FINISHED GRADE.
PIPING BELOW GRADE SHALL UTILIZE RESTRAINED MECHANICAL JOINT CONNECTIONS, AND BERESTRAINED IN ACCORDANCE WITH THE ATTACHED THRUST RESTRAINT TABLE.
ADMINISTRATIVE CODE.ACCORDANCE WITH THE LATEST AWWA STANDARD C651 AND CHAPTER 62-555 FLORIDA AND REGULATIONS, CLEANED, DISINFECTED AND BACTERIOLOGICALLY CLEARED FOR SERVICE IN WATER SYSTEM COMPONENTS SHALL BE INSTALLED IN STRICT ACCORDANCE WITH ALL LOCAL CODES
CONTRACTOR SHALL PROVIDE TEMPORARY THRUST RESTRAINT, BRACING, TEST PLUGS AND/OR OTHERDEVICES NECESSARY TO SUCCESSFULLY COMPLETE PRESSURE TESTING OF ALL PRESSURE PIPING
ALL BURIED PIPING SPECIFIED TO BE PRESSURE TESTED, EXCEPT FLANGED, WELDED, OR SCREWEDPIPING, SHALL BE PROVIDED WITH RESTRAINING DEVICES AT ALL DIRECTION CHANGES, UNLESSOTHERWISE NOTED. SEE THRUST RESTRAINT SPECIFICATION DETAILS AND NOTES.
SYSTEMS.
WATER MAINS SHALL BE PVC CONFORMING TO AWWA C-900, DR 18 FOR PIPE SIZES 4"-12". PIPES 14" OR LARGER SHALL BE AWWA C-905, DR 18. ALL COUPLINGS COMPOUNDS, SOLVENTS, LUBRICANTS, AND PIPE PREPARATION, FOR LYING, SHALL BE IN ACCORDANCE WITH THE PIPE MANUFACTURER'S LATEST RECOMMENDATIONS.
32.
33.
34.
35.
36.
37.
SOD ALL AREA DISTURBED BY CONSTRUCTION.38.
WATER TREATMENTPLANT SITE
08-0
4-17
Bid
Set
JOB NO.:
CHECKED BY.:
DRAWN BY:
DATE:
DESIGNED BY:
FILE NAME: -
151092.0002
TEM
CBW
CBW
May 10, 2017
07-2
4-17
Rev
ised
902
No
rth
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Cer
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SCALE: 1/4" = 1'-0"
WELLEXISTING
EXISTINGGROUND STORAGE
TANK
H.S.P.S.EXISTING
CL ROOMEXISTING
2
EFFLUENTEXISTING
METER
SCALE: 1" = 20'
50403020100
W. C
ENTRAL AV.
ELECTRICAL BLDG.
EXISTING
EXISTINGMAINTENANCE
BLDG.
EXISTINGMAINTENANCE
BLDG.
EXISTING G.S.T. AERATORTO BE MODIFIED FROM1,200 G.P.M. TO 2,600 G.P.M.(WORK TO BE DONE BY CROMPRESTRESSED CONCRETE TANKS,(352)372-3436
08-0
4-17
Bid
Set
JOB NO.:
CHECKED BY.:
DRAWN BY:
DATE:
DESIGNED BY:
FILE NAME: -
151092.0002
TEM
CBW
CBW
May 10, 2017
07-2
4-17
Rev
ised
902
No
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EXISTING 12"x6" REDUCERTO BE RELOCATED
EXISTING 6"x3"
EXISTING 12" CHECK VALVETO BE REMOVED
EXISTING 12" SPOOL PIECETO BE REMOVED
EXISTING 12" BUTTERFLY VALVETO REMAIN
EXISTING HIGHSERVICE PUMPSTO REMAIN
EXISTING PIPINGTO REMAIN EXISTING PIPING
TO REMAIN
EXISTING PIPINGTO REMAIN
BLIND FLANGETO BE REMOVED
EXISTING 12" BUTTERFLY VALVETO REMAIN
EXISTING 16" BLIND FLANGETO BE REMOVED
EXISTING 16" BUTTERFLY VALVETO REMAIN
EXISTING 3"FLEX COUPLINGTO REMAIN
REDUCERTO BE RELOCATED
PROPOSED 4"CHECK VALVE
PROPOSED 4"x3"REDUCER
PROPOSED 4" FLANGED ADAPTOR COUPLING
PROPOSED 4" SPOOL PIECE
EXISTING 12" BUTTERFLY VALVE
RELOCATED 12"x6" REDUCER
PROPOSED 6"x4"REDUCER
PROPOSED 3"FLEX COUPLING
A5
A5
DEMOLITION PLANSCALE: 1/4" = 1'-0"
A5SCALE: 3/8" = 1'-0"
SECTION
0 1 2 3 4 5 6 7
PROPOSED PLANSCALE: 3/8" = 1'-0"
0 1 2 3 4 5 6 7
NOTE:ALL COMPONENTS TO BE REMOVED ARE TO BE CONVEYED TO THE OWNER (TOWN OF HOWEY-IN-THE-HILLS)
PROPOSED 4" FLANGED ADAPTOR COUPLING
PROPOSED 4" SPOOL PIECE
EXISTING 12" BUTTERFLY VALVE
PROPOSED 12"x4" REDUCER
PROPOSED 4"CHECK VALVE
PROPOSED 4" SPOOL PIECE
PROPOSED 4"FLEX COUPLING
PROPOSED 6" SPOOL PIECE
PROPOSED 6"FLEX COUPLING
EXISTING 16" BUTTERFLY VALVE
PROPOSED 16"x6" REDUCER
& 1/2" S.S. BALL VALVE (TYP.)OIL FILLED w/SNUBBERPRESSURE GAUGE, 0-100 psi, PROPOSED 4 1/2"Ø S.S.
PROPOSED 4" FLANGED ADAPTOR COUPLING
PROPOSED 4" SPOOL PIECE
PROPOSED 12"x4" REDUCER
PROPOSED 4"CHECK VALVE
PROPOSED 4" SPOOL PIECE
PROPOSED 4"FLEX COUPLING
EXISTING 12" BUTTERFLY VALVE
PROPOSED 6" SPOOL PIECE
PROPOSED 6"FLEX COUPLING
PROPOSED 16"x6" REDUCER
& 1/2" S.S. BALL VALVE (TYP.)OIL FILLED w/SNUBBERPRESSURE GAUGE, 0-100 psi, PROPOSED 4 1/2"Ø S.S.
EXISTING 16" BUTTERFLY VALVE
Irr. P.S. No. 1 (200U) Pump Information
H.P.T.D.H.P.S.I.G.P.M.Pump No.
60PROPOSED HSP 170-1000
PROPOSEDHIGH SERVICE PUMP
PROPOSED1" AIR RELEASE VALVEw/ISOLATION VALVE
VA
RIE
S
4 3/8" ANCHORS
FIN. FLOOR
3" GALV. SCH. 80STEEL PIPE
GRINNELFIG. 264, O/E
2 1/2" & LARGERPIPE
PROPOSEDPIPE SUPPORT
08-0
4-17
Bid
Set
JOB NO.:
CHECKED BY.:
DRAWN BY:
DATE:
DESIGNED BY:
FILE NAME: -
151092.0003
TEM
CBW
CBW
May 10, 2017
07-2
4-17
Rev
ised
902
No
rth
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: 270
29
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EXISTING 6" SPOOL PIECETO BE REMOVED
EXISTING 6" BUTTERFLY VALVETO BE REMOVED
EXISTING 16"x6" REDUCERTO BE REMOVED
EXISTING 16" 90° BENDTO REMAIN
EXISTING 6" BUTTERFLY VALVETO BE REMOVED
EXISTING 16"x6" REDUCERTO BE REMOVED
EXISTING 16" 90° BENDTO REMAIN
EXISTING 6" SPOOL PIECETO BE REMOVED
EXISTING 6" FLOW METERTO BE REMOVED
EXISTING 16" WATER MAINTO REMAIN
EXISTING 16" WATER MAINTO REMAIN
EXISTING 16" WATER MAIN
PROPOSED 12" SPOOL PIECE
PROPOSED 12" BUTTERFLY VALVE
PROPOSED 16"x12" ECC. REDUCER
EXISTING 16" 90° BEND
PROPOSED 12" BUTTERFLY VALVE
PROPOSED 16"x12" ECC. REDUCER
EXISTING 16" 90° BEND
PROPOSED 12" SPOOL PIECE
EXISTING 16" WATER MAINTO REMAIN
PROPOSED 12" FLANGED ADAPTOR COUPLING
DEMOLITION PLANSCALE: 3/8" = 1'-0"
A5
A5SCALE: 3/8" = 1'-0"
SECTION
0 1 2 3 4 5 6 7
0 1 2 3 4 5 6 7
PROPOSED PLANSCALE: 3/8" = 1'-0"
0 1 2 3 4 5 6 7
A5
PROPOSED 12" SPOOL PIECE
PROPOSED 12" BUTTERFLY VALVE
PROPOSED 16"x12" ECC. REDUCER
EXISTING 16" 90° BEND
PROPOSED 12" BUTTERFLY VALVE
PROPOSED 16"x12" ECC. REDUCER
PROPOSED 12" SPOOL PIECE
PROPOSED 12" FLANGED ADAPTOR COUPLING
MAGMETER (M-SERIESPROPOSED 12" BADGER
7'
EXISTING 16" 90° BEND
EXISTING 16" 90° BEND
EXISTING 16" WATER MAINTO REMAIN
EXISTING 16" WATER MAINTO REMAIN
EXISTING 16" 90° BEND
NOTE:ALL COMPONENTS TO BE REMOVED ARE TO BE CONVEYED TO THE OWNER (TOWN OF HOWEY-IN-THE-HILLS)
PROPOSEDPIPE SUPPORT(TYP.)
EXISTING CHLORINE ROOMNOT TO SCALE
PROPOSEDOMNI-VALVE
NOTE:CONTRACTOR TO PROVIDE NEW OMNI-VALVE CHLORINE FEED RATE CONTROLLER AND
PURCHASED FROM AND INSTALLED AND CALIBRATED BY BILL FITCH, GUARDIAN EQUIPMENT 888-928-3700. OMNI-VALVE TO BE UTILIZED TO CONTROL CHLORINE FEED RATE FOR WELL 1, WELL 4, OR WELL 1 AND WELL 4 OPERATIONS.
PROPOSED 12" BADGER
MODEL M2000)
MAGMETER (M-SERIESMODEL M2000)
EXISTING CHLORINERESIDUAL ANALIZERTOE BE REPLACED WITHHYDRO INSTRUMENTSSERIES RPH-250 CHLORINERESIDUAL ANALIZER
CHLORINE RESIDUAL ANALIZER. OMNI-VALVE AND CHLORINE RESIDUAL ANALIZER TO BE
08-0
4-17
Bid
Set
EXISTING
JOB NO.:
CHECKED BY.:
DRAWN BY:
DATE:
DESIGNED BY:
FILE NAME:
151092.0002
SEB
SJL
JPL
JULY 28, 2017
***
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CHECKED BY.:
DRAWN BY:
DATE:
DESIGNED BY:
FILE NAME:
151092.0002
SEB
SJL
JPL
JULY 28, 2017
***
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JOB NO.:
CHECKED BY.:
DRAWN BY:
DATE:
DESIGNED BY:
FILE NAME:
151092.0002
SEB
SJL
JPL
JULY 28, 2017
***
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BIDSET
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JOB NO.:
CHECKED BY.:
DRAWN BY:
DATE:
DESIGNED BY:
FILE NAME:
151092.0002
SEB
SJL
JPL
JULY 28, 2017
***
///
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Num
ber
: 270
29
Fax:
352
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.849
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mTa
vare
s, F
lori
da
3277
8
BIDSET
X:\A
ctiv
e Pr
ojec
ts\B
ESH
\How
ey th
e H
ills W
est C
entra
l Ave
. WTF
Exp
\03.
_Reb
id\D
wgs
\E-0
4 VF
D E
LEM
DIA
G.dw
g, 2
4 X
36, 8
/1/2
017
5:25
:15
PM, d
mar
tin
JOB NO.:
CHECKED BY.:
DRAWN BY:
DATE:
DESIGNED BY:
FILE NAME:
151092.0002
SEB
SJL
JPL
JULY 28, 2017
***
///
902
No
rth
Sin
clai
r A
ve.
Cer
tific
ate
of
Aut
ho
riza
tion
Num
ber
: 270
29
Fax:
352
.343
.849
5O
ffic
e: 3
52.3
43.8
481
ww
w.b
esan
dh
.co
mTa
vare
s, F
lori
da
3277
8
BIDSET
X:\A
ctiv
e Pr
ojec
ts\B
ESH
\How
ey th
e H
ills W
est C
entra
l Ave
. WTF
Exp
\03.
_Reb
id\D
wgs
\E-0
5 BA
CK U
P CO
NTR
OL
DIA
GRAM
.dw
g, 2
4 X
36, 8
/1/2
017
5:25
:35
PM, d
mar
tin
JOB NO.:
CHECKED BY.:
DRAWN BY:
DATE:
DESIGNED BY:
FILE NAME:
151092.0002
SEB
SJL
JPL
JULY 28, 2017
***
///
902
No
rth
Sin
clai
r A
ve.
Cer
tific
ate
of
Aut
ho
riza
tion
Num
ber
: 270
29
Fax:
352
.343
.849
5O
ffic
e: 3
52.3
43.8
481
ww
w.b
esan
dh
.co
mTa
vare
s, F
lori
da
3277
8
BIDSET
X:\A
ctiv
e Pr
ojec
ts\B
ESH
\How
ey th
e H
ills W
est C
entra
l Ave
. WTF
Exp
\03.
_Reb
id\D
wgs
\E-0
6 EL
EC B
LDG
POW
ER P
LAN
.dw
g, 2
4 X
36, 8
/1/2
017
5:25
:57
PM, d
mar
tin
JOB NO.:
CHECKED BY.:
DRAWN BY:
DATE:
DESIGNED BY:
FILE NAME:
151092.0002
SEB
SJL
JPL
JULY 28, 2017
***
///
902
No
rth
Sin
clai
r A
ve.
Cer
tific
ate
of
Aut
ho
riza
tion
Num
ber
: 270
29
Fax:
352
.343
.849
5O
ffic
e: 3
52.3
43.8
481
ww
w.b
esan
dh
.co
mTa
vare
s, F
lori
da
3277
8
BIDSET
X:\A
ctiv
e Pr
ojec
ts\B
ESH
\How
ey th
e H
ills W
est C
entra
l Ave
. WTF
Exp
\03.
_Reb
id\D
wgs
\E-0
7 H
SP P
OW
ER P
LAN
.dw
g, 2
4 X
36, 8
/1/2
017
5:26
:16
PM, d
mar
tin
JOB NO.:
CHECKED BY.:
DRAWN BY:
DATE:
DESIGNED BY:
FILE NAME:
151092.0002
SEB
SJL
JPL
JULY 28, 2017
***
///
902
No
rth
Sin
clai
r A
ve.
Cer
tific
ate
of
Aut
ho
riza
tion
Num
ber
: 270
29
Fax:
352
.343
.849
5O
ffic
e: 3
52.3
43.8
481
ww
w.b
esan
dh
.co
mTa
vare
s, F
lori
da
3277
8
BIDSET
X:\A
ctiv
e Pr
ojec
ts\B
ESH
\How
ey th
e H
ills W
est C
entra
l Ave
. WTF
Exp
\03.
_Reb
id\D
wgs
\E-0
8 EX
ISTI
NG
BLD
G.dw
g, 2
4 X
36, 8
/1/2
017
5:26
:35
PM, d
mar
tin
JOB NO.:
CHECKED BY.:
DRAWN BY:
DATE:
DESIGNED BY:
FILE NAME:
151092.0002
SEB
SJL
JPL
JULY 28, 2017
***
///
902
No
rth
Sin
clai
r A
ve.
Cer
tific
ate
of
Aut
ho
riza
tion
Num
ber
: 270
29
Fax:
352
.343
.849
5O
ffic
e: 3
52.3
43.8
481
ww
w.b
esan
dh
.co
mTa
vare
s, F
lori
da
3277
8
BIDSET
X:\A
ctiv
e Pr
ojec
ts\B
ESH
\How
ey th
e H
ills W
est C
entra
l Ave
. WTF
Exp
\03.
_Reb
id\D
wgs
\E-0
9 D
TLS.
dwg,
24
X 36
, 8/1
/201
7 5:
26:5
7 PM
, dm
artin
JOB NO.:
CHECKED BY.:
DRAWN BY:
DATE:
DESIGNED BY:
FILE NAME:
151092.0002
SEB
SJL
JPL
JULY 28, 2017
***
///
902
No
rth
Sin
clai
r A
ve.
Cer
tific
ate
of
Aut
ho
riza
tion
Num
ber
: 270
29
Fax:
352
.343
.849
5O
ffic
e: 3
52.3
43.8
481
ww
w.b
esan
dh
.co
mTa
vare
s, F
lori
da
3277
8
BIDSET
X:\A
ctiv
e Pr
ojec
ts\B
ESH
\How
ey th
e H
ills W
est C
entra
l Ave
. WTF
Exp
\03.
_Reb
id\D
wgs
\E-1
0 EL
EC D
ETAI
LS.d
wg,
24
X 36
, 8/1
/201
7 5:
27:1
5 PM
, dm
artin
JOB NO.:
CHECKED BY.:
DRAWN BY:
DATE:
DESIGNED BY:
FILE NAME:
151092.0002
SEB
SJL
JPL
JUNE 27, 2017
***
///
902
No
rth
Sin
clai
r A
ve.
Cer
tific
ate
of
Aut
ho
riza
tion
Num
ber
: 270
29
Fax:
352
.343
.849
5O
ffic
e: 3
52.3
43.8
481
ww
w.b
esan
dh
.co
mTa
vare
s, F
lori
da
3277
8
100% SUBMITTAL
X:\A
ctiv
e Pr
ojec
ts\B
ESH
\How
ey th
e H
ills W
est C
entra
l Ave
. WTF
Exp
\03.
_Reb
id\D
wgs
\I-01
LEG
END
.dw
g, 2
4x36
, 8/1
/201
7 5:
27:5
7 PM
, dm
artin
JOB NO.:
CHECKED BY.:
DRAWN BY:
DATE:
DESIGNED BY:
FILE NAME:
151092.0002
SEB
SJL
JPL
JUNE 27, 2017
***
///
902
No
rth
Sin
clai
r A
ve.
Cer
tific
ate
of
Aut
ho
riza
tion
Num
ber
: 270
29
Fax:
352
.343
.849
5O
ffic
e: 3
52.3
43.8
481
ww
w.b
esan
dh
.co
mTa
vare
s, F
lori
da
3277
8
100% SUBMITTAL
X:\A
ctiv
e P
roje
cts\
BE
SH
\How
ey th
e H
ills
Wes
t Cen
tral A
ve. W
TF E
xp\0
3._R
ebid
\Dw
gs\I-
02 P
ID P
RO
CE
SS
.dw
g, 2
4x36
, 8/1
/201
7 5:
53:2
8 P
M, j
libo-
on
JOB NO.:
CHECKED BY.:
DRAWN BY:
DATE:
DESIGNED BY:
FILE NAME:
151092.0002
SEB
SJL
JPL
JUNE 27, 2017
***
///
902
No
rth
Sin
clai
r A
ve.
Cer
tific
ate
of
Aut
ho
riza
tion
Num
ber
: 270
29
Fax:
352
.343
.849
5O
ffic
e: 3
52.3
43.8
481
ww
w.b
esan
dh
.co
mTa
vare
s, F
lori
da
3277
8
100% SUBMITTAL
X:\A
ctiv
e Pr
ojec
ts\B
ESH
\How
ey th
e H
ills W
est C
entra
l Ave
. WTF
Exp
\03.
_Reb
id\D
wgs
\I-03
PID
MIS
C.dw
g, 2
4x36
, 8/1
/201
7 5:
28:3
9 PM
, dm
artin
JOB NO.:
CHECKED BY.:
DRAWN BY:
DATE:
DESIGNED BY:
FILE NAME:
151092.0002
SEB
SJL
JPL
JUNE 27, 2017
***
///
902
No
rth
Sin
clai
r A
ve.
Cer
tific
ate
of
Aut
ho
riza
tion
Num
ber
: 270
29
Fax:
352
.343
.849
5O
ffic
e: 3
52.3
43.8
481
ww
w.b
esan
dh
.co
mTa
vare
s, F
lori
da
3277
8
100% SUBMITTAL
X:\A
ctiv
e Pr
ojec
ts\B
ESH
\How
ey th
e H
ills W
est C
entra
l Ave
. WTF
Exp
\03.
_Reb
id\D
wgs
\I-04
SYS
TEM
.dw
g, 2
4x36
, 8/1
/201
7 5:
29:0
2 PM
, dm
artin
JOB NO.:
CHECKED BY.:
DRAWN BY:
DATE:
DESIGNED BY:
FILE NAME:
151092.0002
SEB
SJL
JPL
JUNE 27, 2017
***
///
902
No
rth
Sin
clai
r A
ve.
Cer
tific
ate
of
Aut
ho
riza
tion
Num
ber
: 270
29
Fax:
352
.343
.849
5O
ffic
e: 3
52.3
43.8
481
ww
w.b
esan
dh
.co
mTa
vare
s, F
lori
da
3277
8
100% SUBMITTAL
X:\A
ctiv
e Pr
ojec
ts\B
ESH
\How
ey th
e H
ills W
est C
entra
l Ave
. WTF
Exp
\03.
_Reb
id\D
wgs
\I-05
RTU
DIA
GRAM
.dw
g, 2
4x36
, 8/1
/201
7 5:
29:2
1 PM
, dm
artin
JOB NO.:
CHECKED BY.:
DRAWN BY:
DATE:
DESIGNED BY:
FILE NAME:
151092.0002
SEB
SJL
JPL
JUNE 27, 2017
***
///
902
No
rth
Sin
clai
r A
ve.
Cer
tific
ate
of
Aut
ho
riza
tion
Num
ber
: 270
29
Fax:
352
.343
.849
5O
ffic
e: 3
52.3
43.8
481
ww
w.b
esan
dh
.co
mTa
vare
s, F
lori
da
3277
8
100% SUBMITTAL
X:\A
ctiv
e Pr
ojec
ts\B
ESH
\How
ey th
e H
ills W
est C
entra
l Ave
. WTF
Exp
\03.
_Reb
id\D
wgs
\I-06
.dw
g, 2
4x36
, 8/1
/201
7 5:
29:4
3 PM
, dm
artin