26-8683_Exhibit_M5_-_Electrical_Plans.pdf
PDF 2 MB Posted
- Attached to
- SCRWTP Lime Softening Improvements - Blend Tank
- Solicitation number
- 26-8683
- Issued by
- Collier County, Florida
About this file
This electrical plans document pertains to the SCRWTP Lime Softening Improvements project located in Collier County, Florida, a construction project involving electrical system installation and upgrades for the South County Regional Water Treatment Plant. The project scope includes providing all materials and labor to install electrical systems as indicated on the drawings, including power, lighting, instrumentation, lightning protection, fiber optic, and low-voltage systems. The work encompasses the installation of conduit runs, conductors, control panels, grounding systems, lighting fixtures, and related electrical equipment throughout the facility. A non-mandatory pre-bid meeting is scheduled for June 9, 2026 at 11:00 AM at the SCRWTP location (3851 City Gate Drive, Naples, FL 34117), with sealed bids due no later than July 1, 2026 at 3:00 PM local time. Prospective bidders must register on the Collier County procurement portal to obtain the complete bid documents. The contractor must obtain all necessary permits including power, lighting, instrumentation, lightning protection, fiber optic, and low-voltage electrical demolition permits, with all associated fees included in the bid.
All equipment and materials must be new and UL-listed where applicable, with all conductors specified as copper (no aluminum unless specifically indicated). The contractor is responsible for testing all installed or modified systems and must provide a one-year guarantee against defects in material and workmanship from the date of acceptance. Shop drawings must be submitted for all electrical and control equipment, and all control panels must be constructed by a UL 508A-approved vendor bearing a UL 508A label. Installation must comply with the National Electrical Code 2020 (NFPA 70), Electrical Safety in the Workplace (NFPA 70E), Monroe County codes, and the latest Florida Building Code. The grounding system test must not exceed 10 ohms of dry resistance within a 48-hour span, with additional grounding installed at no extra cost to meet this requirement. The contractor must coordinate work with the engineer and owner, visit the site prior to bidding to become familiar with existing conditions, and provide as-built drawings and manuals in accordance with Florida Building Code requirements.
View the file
Other files
Show all 18
On GovTribe
Work with this file
- Download the original file
- Contacts named in this file
- Similar government files
- Ask GovTribe AI about this file
Text version
EC- MOUNTED TO EXPOSED CEILING
H- HARSH ENVIRONMENT RATED
EC- MOUNTED TO EXPOSED CEILING
SECURITY CARD READERCR
THERMAL SWITCH
TRANSFORMER
TWISTED SHIELDED PAIR
UNDER VOLTAGE RELAY
VOLTMETER SWITCH
VARIABLE FREQUENCY DRIVE
VOLTMETER, VOLT
WATTHOUR DEMAND METER
WEATHERPROOF
SWITCHBOARD
SOLENOID VALVE
STAINLESS STEEL
VOLTAGE STARTER
SOLID STATE REDUCED
SOLID NEUTRAL
SYMMETRICAL
SWITCHGEAR
TIME DELAY RELAY
TERMINAL BOARD
TERMINAL JUNCTION BOX
THERMOSTAT
RIGID GALVANIZED STEEL
MAIN CIRCUIT BREAKER
RIGID STEEL CONDUIT
REMOTE TELEMETRY UNIT
SPACE HEATER
SUPPLY FAN
SURGE CAPACITOR
MANUFACTURER'S
NORMALLY OPEN
NAMEPLATE
ASSOCIATION
OVERLOAD RELAY
POWER PANEL (480VAC)
PHASE MONITOR, POWER METER
PHOTOCELL
PRESSURE SWITCH
POTENTIAL TRANSFORMER
POLYVINYL CHLORIDE CONDUIT
ROOT MEAN SQUARE
RECEPTACLE
NOT TO SCALE
MOTOR STARTER
MERCURY VAPOR
MOTOR HEATER, MANHOLE
MAIN LUGS ONLY
MINI POWER ZONE
MOTOR CONTROL CENTER
MAIN DISTRIBUTION PANEL
MANUFACTURER SUPPLIED
MOTOR TEMPERATURE
NATIONAL ELECTRIC
NORMALLY CLOSED
DESCRIPTION
CRE-WEATHERPROOFWP- CORROSION
INDICATED OTHERWISE. 4X = NEMA 4X SS
JUNCTION BOX NEMA 12 ENCLOSURE UNLESS
FIRE ALARM HORN/STROBE LIGHT
TELEPHONE/DATA RECEPTACLE MOUNTED FLUSH IN FLOOR
TELEPHONE/DATA RECEPTACLE (OUTLET BOX, 18" AFF)
RECEPTACLE, SPECIAL PURPOSE - AMPERAGE AS INDICATED.
CONVENIENCE RECEPTACLE - 20A DUPLEX UNLESS SPECIFIED
WEATHERPROOF
CONVENIENCE RECEPTACLE - 20A DUPLEX UNLESS SPECIFIED
OTHERWISE. LOCATED ABOVE COUNTER TOP
CONVENIENCE RECEPTACLE - 20A DUPLEX UNLESS SPECIFIED
OTHERWISE. MOUNTED FLUSH IN FLOOR.
CONVENIENCE RECEPTACLE - 20A QUADROPLEX UNLESS SPECIFIED
GFI-GROUND FAULT INTERRUPTER
GFI-GROUND FAULT INTERRUPTER
FIRE ALARM STROBE LIGHT
FIRE ALARM PULL STATION
F
F
F
J
W - WALL MOUNTED, 54" AFF
OTHERWISE
OTHERWISE
TWIST LOCKTL-
WP-
GROUND
MILLIAMPS
MAGNETIC CONTACTOR COIL
LIQUID TIGHT FLEX CONDUIT
LIGHTING PANEL (PANELBOARD)
LIGHTING
(PANELBOARD)
JUNCTION BOX
KIRK KEY INTERLOCK
KEY INTERLOCK
LIMIT SWITCH
LIGHTING CONTACTOR
LOCAL/REMOTE, LATCHING RELAY
LIGHTNING ARRESTER
HEATING, VENTILATING & AIR
HIGH PRESSURE SODIUM
HIGH INTENSITY DISCHARGE
INTERRUPTING CAPACITY
INSTRUMENTATION AND
HAND/OFF/REMOTE
CONTROL
CONDITIONING
INSTRUMENT PANEL
INSTANTANEOUS
HANDHOLE
HAND/OFF/AUTO
OR MOTOR
GROUND FAULT RELAY
GROUND FAULT INTERRUPTER
GENERATOR
GREEN, GROUND
J, J-BOX
MA
M
LP
LT FLEX
LTG
LS
LR
LA
LC
KK
K
CORROSION RESISTANT
RESISTANT
CLOCK HANGER
CRE-
C-
HPS
IP
INST
I & C
IC
HVAC
GND
HOA
HOR
HID
HH
GFI
GFR
GEN
G
TS
W
XFMR
WHD
WP
UVR
VFD
VS
V
TYP
TSP
WATT
TYPICAL
SS
SYM
TJB
TDR
TB
T
SWBD
SWGR
SV
SW SWITCH
SSRVS
SH
S/N
SPD
SC
SF
RTU
SURGE PROTECTION DEVICE
CONDUIT
FLOOD LIGHTS - AIM IN THE DIRECTION SHOWN
CONDUIT, STUBBED AND CAPPED AS SHOWN
GROUND WIRE, 4/O UNLESS OTHERWISE NOTED
DOUBLE POLE
YARD CONDUIT. REFER TO YARD CONDUIT SCHEDULE
* ALL UNMARKED CONDUIT RUNS CONSIST OF
UNDERGROUND CONDUIT AND CONDUCTORS*
LIGHTING FIXTURE POWER AND SWITCHING LEGEND
EXPOSED CONDUIT AND CONDUCTORS*
IF NO Z INDICATED, CONNECT DIRECTLY TO CIRCUIT
HOME RUN - PANEL AND CIRCUIT NUMBER SHOWN
EXIT LIGHTS - SOLID SECTION IS DIRECTION OF FACE
EMERGENCY LIGHT WITH BATTERY PACK
CONDUIT/CONDUCTOR - REFER TO CIRCUIT SCHEDULE
6 FOOT GROUND WIRE PIGTAIL, 4/O UNLESS
WALL MOUNTED LUMINAIRE - NOT
LUMINAIRE AND POLE - NOT
FLUORESCENT LUMINAIRE, SURFACE OR LAY IN TYPE
CEILING MOUNTED DOWNLIGHT LUMINAIRE - NOT
2#12, 1#12G IN 3/4"C.
DIRECT BURIED CONDUIT
WALL SWITCH:
OTHERWISE NOTED
S
YCX
NOTE:
2- 3- 4-
THREE WAY
FOUR WAY
X=FIXTURE TYPE
Y=PANEL-CIRCUIT BRKR
Z=SWITCH
BREAKER.
NOT USED
NOT USED
LPA-2
[B2]
(TYP)X
Z
Y
X
X
NOT USED
TERMINAL JUNCTION BOX
TELEPHONE TERMINAL CABINET
USED
NOT USED
USED
USED
ELECTRICAL EQUIPMENT
X
X
X
X
TTC
X
SYMBOL DESCRIPTION
ABBREVIATIONS
ADJUSTABLE FREQUENCY DRIVE
ELECTRICAL GROUND
ABOVE FINISHED GRADE
CURRENT TRANSFORMER
ELAPSED TIME METER
FULL VOLTAGE NON-REVERSING
STARTER
FLOAT SWITCH, FLOW SWITCH
FLUORESCENT
FLOW METER
FLOW TRANSMITTER
FUTURE
FLOOR
EXISTING
DIRECT CURRENT
EXHAUST FAN
FLOW INDICATOR
FEEDER
FUSE
DIVISION
CONTROL POWER TRANSFORMER
ALTERNATING CURRENT
AUTOMATIC TRANSFER
ABOVE FINISHED FLOOR
COMBINATION MOTOR STARTER
BREAKER
CONTROL RELAY
CONDUIT, CONTACTOR
CIRCUIT BREAKER
BYPASS CONTACTOR
CIRCUIT
SWITCH
AMMETER, AMPERE
AMPERE FRAME
AIR SUPPLY UNIT
AMMETER SWITCH,
AMPERE SENSOR
CR
KEY OPERATED
PILOT LIGHT
DIMMER
P-
D- K-
F, FU
FS
FVNR
FT
FUT
FLUOR
FM
FLR
FI
EXST
FDR
ETM
EG
DC
DIV
EF
CT
ASU
C
CMS
CPT
CB
CKT
BRKR
BC
ATS
AFD
AS
AFG
AFF
AF
AC
A
PANELPNL
PVC
RMS
RGS
RS
RCPT
PR
PS
PT
PP
PAIR
P
PC
PM
PH
PB
NTS
OL
NO
NP
POLE
PHASE
PULL BOX
DESCRIPTION
MS
NEMA
NC
N
MT
MTD
MSC
DETECTOR
NEUTRAL
CABLE
MOUNT
ABBREVIATIONS
MLO
MPZ
MH
MERC
MCB
MDP
MCC
BD
SD
RTU
D
R
FACP
FAAP
SD
HD
ELECTRICAL PLAN/LAYOUT
SYMBOL
FIRE ALARM CONTROL PANEL
FIRE ALARM HEAT DETECTOR
FIRE ALARM SMOKE DETECTOR
FIRE ALARM ANNUNCIATOR PANEL
BEAM DETECTOR, T=TRANSMITTER, R=RECEIVER
ABBREVIATIONS
DUCT SMOKE DETECTOR
REMOTE TELEMETRY UNIT
DESCRIPTION
THIS IS A STANDARD LEGEND SHEET. SOME SYMBOLS
OR ABBREVIATIONS MAY APPEAR ON THIS SHEET AND
NOT BE UTILIZED ON PROJECT.
OOX
XOO
1"C,1-25/C 1"C,2#12,1#12G
NORMALLY CLOSED
A - AMBER
B - BLUE
C - CLEAR
SCHEMATIC DIAGRAMS ONLY
INDICATING LIGHT - LETTER INDICATES COLOR
PUSH TO TEST AND CONNECT INDICATING LIGHT
C - CLEAR
REMOTE DEVICE
B - BLUE
A - AMBER
CONTROL TRANSFORMER
PUSH-BUTTON SWITCH, MOMENTARY CONTACT,
PUSH-BUTTON SWITCH, MOMENTARY CONTACT,
NORMALLY OPEN
GROUND FAULT RELAY WITH C.T.
A
A
GFR
120V
R - RED
W - WHITE
G - GREEN
W - WHITE
G - GREEN
R - RED
NOTE:
SYMBOL
H AO
O - OPEN CONTACT
X - CLOSED CONTACT
LINE WEIGHT
NEW
EXISTING
CONTACT POSITION INDICATED, CHART IDENTIFIES
SELECTOR SWITCH: MAINTAINED CONTACT WITH
POSITION
OFF
GENERAL
DESCRIPTION
OPERATION
CKT.
O
HAND
X
O O
AUTO
X O
SYMBOL
ONE LINE DIAGRAMS, RISER DIAGRAMS AND SCHEMATICS
SURGE PROTECTION DEVICE
V - VOLTS
A - AMPS
UTILITY METER
CURRENT TRANSFORMER, NUMBER OF
TRANSFORMER, VOLTAGES, PHASE AND
METER SCALE RANGE SHOWN IF REQUIRED
CAPACITOR OR SURGE CAPACITOR
RATING INDICATED AS APPLICABLE
LIGHTNING ARRESTER
WINDINGS INDICATED
X
CPT
SPD
0-600V
GROUND
FUSE
G
M
GENERATOR
K-4 RATED
480-120 /208V
3Ø
15 KVA,
(3)
PM - PHASE MONITOR
P - POWER METER
NOTC
TDX
CRX
LRX
(L)
CRX
CRX
ETM
4X
4X
DESCRIPTION
M
SYMBOL
4X
LC 30
4X
F 60
4X
PB
4X
S M
NCTC=NORMALLY CLOSED TIMED CLOSED AFTER OPEN
NOTO=NORMALLY OPEN TIMED OPEN AFTER CLOSE
COMBINATION (FUSE OR CIRCUIT BREAKER AS INDICATED).
NEMA 12 ENCLOSURE UNLESS INDICATED OTHERWISE.
MAGNETIC STARTER, NEMA SIZE INDICATED, NEMA 12
CONTROL DIAGRAM. 4X = NEMA 4X 316 STAINLESS STEEL
CONTACT - NORMALLY OPEN WITH COIL INDICATED
CONTACT - NORMALLY CLOSED WITH COIL INDICATED
NCTO=NORMALLY CLOSED TIMED OPEN
NOTC=NORMALLY OPEN TIMED CLOSED
TIME DELAY RELAY, X=SEQUENTIAL NUMBER
CONTROL RELAY, X=SEQUENTIAL NUMBER
L - LATCH, U - UNLATCH
LATCHING RELAY, X=SEQUENTIAL NUMBER
OPENS ON FALLING TEMPERATURE
CLOSES ON RISING TEMPERATURE,
CLOSES ON FALLING TEMPERATURE
OPENS ON RISING TEMPERATURE,
TEMPERATURE
ELECTRIC RESISTANCE HEATER
MAGNETIC STARTER, NEMA SIZE INDICATED,
SEE CONTROL SCHEMATIC DIAGRAM.
ENCLOSURE, UNLESS INDICATED OTHERWISE. SEE
4X = NEMA 4X 316 STAINLESS STEEL
ELAPSED TIME METER
NEMA 12 ENCLOSURE UNLESS INDICATED OTHERWISE.
MANUAL MOTOR STARTER SWITCH, NEMA 4X UNLESS
OTHERWISE NOTED. NUMBER OF POLES AS REQUIRED
PUSH-BUTTON STATION, NEMA 12 ENCLOSURE UNLESS
STEEL ENCLOSURE. SEE CONTROL DIAGRAMS FOR TYPE
INDICATED OTHERWISE. 4X = NEMA 4X 316 STAINLESS
LIGHTING CONTACTOR, CURRENT RATING INDICATED,
SEE CONTROL DIAGRAM FOR NUMBER OF POLES.
4X = NEMA 4X 316 STAINLESS STEEL
NON-FUSED DISCONNECT SWITCH, SIZE INDICATED,
ENCLOSURE, 4X = NEMA 4X 316 STAINLESS STEEL
3 POLE UNLESS INDICATED OTHERWISE, NEMA 12
ENCLOSURE, 4X = NEMA 4X 316 STAINLESS STEEL
3 POLE UNLESS INDICATED OTHERWISE, NEMA 12
(60 = SWITCH RATING: 40 = FUSE RATING)
FUSED DISCONNECT SWITCH, SIZE INDICATED
PUSH BUTTON REQUIRED
DESCRIPTION
DISTRIBUTION PANEL (480V)DP
INSTRUMENTATION MANHOLEIMH
MOTOR PROTECTION RELAYMPR
OPTICAL LINK MODULEOLM
FIBER OPTICFO
UPS UNINTERRUPTIBLE POWER
SUPPLY
CRE CORROSION RESISTANT
GROUND TEST WELL, SEE DETAIL
DEMOLITION TO BE REMOVED OR DELETED
INDICATES RACEWAY AND CIRCUIT
CONDUCTORS. FIRST NUMBER IS RACEWAY
SIZE. THE FOLLOWING NUMBERS ARE THE
CONDUCTOR QUANTITIES, SIZES, AND TYPES.
CONNECTION POINT TO EQUIPMENT SPECIFIED,
FURNISHED AND INSTALLED UNDER OTHER
SECTIONS. RACEWAY, CONDUCTOR AND
CONNECTION IN THIS SECTION.
TYPE 1
PUSH BUTTON SWITCH, MAINTAINED CONTACTS
WITH MECHANICAL INTERLOCK
FUSED SWITCH, SWITCH AND FUSE CURRENT
RATING INDICATED, 3 POLE UNLESS INDICATED
OTHERWISE.
CIRCUIT BREAKER, THERMAL MAGNETIC TRIP
SHOWN, 3 POLE UNLESS INDICATED OTHERWISE.
MOTOR CIRCUIT PROTECTOR, MAGNETIC, 3 POLE
UNLESS INDICATED OTHERWISE.
MAGNETIC STARTER WITH NEMA SIZE INDICATED
OVERLOAD RELAY HEATER
MOTOR, SQUIRREL CAGE INDUCTION UNLESS
OTHERWISE NOTED - HORSEPOWER INDICATED
DRAWOUT FUSED SWITCH, LOW OR MEDIUM
VOLTAGE 600= FRAME RATING, 400=FUSE RATING
DRAWOUT CIRCUIT BREAKER, MEDIUM VOLTAGE
1200= FRAME RATING, 1200=TRIP SETTING
DRAWOUT CIRCUIT BREAKER, LOW VOLTAGE
600= FRAME RATING, 400=TRIP SETTING
SWITCH - CURRENT RATING INDICATED, 3 POLE
UNLESS INDICATED OTHERWISE.
CAM
X
SURVEILLANCE CAMERA
X - 90, 180 OR 360 CAMERA
DS SECURITY SYSTEM
DOOR SWITCH
GROUND ROD - 5/8" x 20' COPPER CLAD UNLESS OTHERWISE NOTED.
COUPLING TWO 10' RODS IS ACCEPTABLE.
DATEREV BY DESCRIPTION
DATE
CHECKED
DRAWN
DESIGNED
204170
JOB NO.
DRAWING NO.
SHEET NO.
SCALES ACCORDINGLY
VERIFY SCALES
THIS SHEET, ADJUST
IF NOT ONE INCH ON
BAR IS ONE INCH ON
ORIGINAL DRAWING
0 1"
OF
COLLIER COUNTY
1 2 3 4 5 6 7 8 9 10 11 12 13
A
B
C
D
E
F
1 2 3 4 5 6 7 8 9 10 11 12 13
A
B
C
D
E
F
G G
00GE01
4701 N FEDERAL HWY, STE 390
POMPANO BEACH, FL 33064
PHONE (561) 210-5715
ADS
SIDZ
MDG
SCRWTP LIME SOFTENING IMPROVEMENTS
301 NORTH CATTLEMEN ROAD, SUITE 302
SARASOTA, FL. 343232
PHONE: (941) 371-9832 FAX: (941) 371-9873
CA 00008571
PROJECT NO.
LA
ST
S
AV
ED
B
Y:
FILE NAME: 00GE01 - ELECTRICAL LEGEND.DWG
AD
S
204170-100000
39APRIL 2026
BID DOCUMENTS
THIS ITEM HAS BEEN
DIGITALLY SIGNED AND
SEALED BY
ALEKSANDAR D.
STOJANOVIC ON THE
DATE ADJACENT TO
THE SEAL.
THE SIGNATURE MUST
BE VERIFIED ON ANY
ELECTRONIC COPIES.
ELECTRICAL
LEGEND
GENERAL NOTES AND SPECIFICATIONS:
1. NOT USED.
2. THE CONTRACTOR SHALL PROVIDE ALL MATERIALS AND LABOR TO INSTALL THE ELECTRICAL SYSTEMS AS INDICATED ON THE DRAWINGS. ITEMS NOT SHOWN
BUT OBVIOUSLY NECESSARY FOR COMPLETION OF THE WORK SHALL BE INCLUDED.
3. THE INSTALLATION SHALL BE IN ACCORDANCE WITH THE NATIONAL ELECTRICAL CODE 2020 (NFPA 70), ELECTRICAL SAFETY IN THE WORKPLACE (NFPA 70E), ALL
MONROE COUNTY CODES AND LATEST FLORIDA BUILDING CODE.
4. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS TO INCLUDE, BUT ARE NOT LIMITED TO, INSPECTIONS AND APPROVALS AND TO INCLUDE ALL FEES AS PART OF HIS BID IF NOT OTHERWISE NOTED. THE FOLLOWING PERMITS ARE REQUIRED: POWER, LIGHTING, INSTRUMENTATION, LIGHTNING PROTECTION, FIBER OPTIC, LOW VOLTAGE AND ELECTRICAL DEMOLITION.
5. THE CONTRACTOR SHALL COORDINATE HIS WORK WITH THE ENGINEER AND THE OWNER.
6. THE CONTRACTOR SHALL, BEFORE SUBMITTING HIS BID, VISIT THE SITE OF THE PROJECT AND BECOME FAMILIAR WITH THE EXISTING CONDITIONS. NO ALLOWANCE WILL BE MADE FOR EXISTING CONDITIONS OR FAILURE OF THE CONTRACTOR TO OBSERVE THEM.
7. ALL EQUIPMENT AND MATERIAL SHALL BE NEW AND U.L. LISTED WHERE APPLICABLE.
8. THE CONTRACTOR IS RESPONSIBLE TO TEST ALL SYSTEMS INSTALLED OR MODIFIED UNDER THIS PROJECT AND REPAIR OR REPLACE ALL DEFECTIVE WORK TO
THE SATISFACTION OF THE ENGINEER AND OWNER.
9. ALL EQUIPMENT FURNISHED AND INSTALLED BY THE CONTRACTOR SHALL BE GUARANTEED AGAINST DEFECTS IN MATERIAL AND WORKMANSHIP FOR A PERIOD
OF ONE YEAR FROM DATE OF ACCEPTANCE.
10. ALL CONDUCTORS SHALL BE COPPER. NO ALUMINUM ALLOWED UNLESS SPECIFICALLY INDICATED ON DRAWINGS.
11. SHOP DRAWINGS SHALL BE SUBMITTED FOR ALL ELECTRICAL & CONTROL EQUIPMENT AND MATERIAL.
12. ALL CONTROL PANELS SHALL BE CONSTRUCTED BY A UL 508A APPROVED PANEL VENDOR AND SHALL BEAR A UL 508A LABEL ON THE PANEL.
13. THE DRAWINGS ARE NOT INTENDED TO SHOW THE EXACT LOCATION OF CONDUIT RUNS. THESE ARE TO BE COORDINATED WITH THE OTHER TRADES SO THAT
CONFLICTS ARE AVOIDED PRIOR TO INSTALLATIONS.
14. ALL LOCATIONS OF EQUIPMENT, PANELS ETC. ARE SHOWN FOR ILLUSTRATION PURPOSES. CONTRACTOR SHALL VERIFY AND COORDINATE EXACT LOCATION AND SIZE WITH ALL SUBCONTRACTORS AND EQUIPMENT SUPPLIERS PRIOR TO ANY INSTALLATION AND THEN INSTALL AS SUCH WITH CORRESPONDING
CONDUIT STUB-UPS.
15. SEE OTHER DISCIPLINE DRAWINGS FOR COORDINATION OF ALL DRAWINGS. ANY CONFLICTS SHALL BE BROUGHT TO THE ENGINEER'S ATTENTION AND MOVEMENT OF CONDUITS OR OTHER ELECTRICAL EQUIPMENT SHALL BE ACCOMPLISHED WITHOUT ANY ADDITIONAL COST FOR THE OWNER.
16. LOCATIONS OF MANHOLES, HANDHOLES AND PULL BOXES ARE APPROXIMATE. CONTRACTOR SHALL COORDINATE EXACT LOCATION WITH EXISTING AND NEW
PIPING OR CONDUIT AND ADJUST ACCORDINGLY.
17. NOT ALL CONDUITS SHOWN ON RISER AND ONE-LINE DIAGRAMS ARE SHOWN ON BUILDING LAYOUTS. CONTRACTOR SHALL SUPPLY ALL CONDUITS AND CABLES
AS SHOWN ON RISER AND ONE-LINE DIAGRAMS.
18. ALL CIRCUITS SHALL BE IDENTIFIED IN JUNCTION BOXES, PULL BOXES, CONTROL PANELS, PANELBOARDS, LIGHTING POLES, CONTROLLERS AND SERVICE
POINTS. IDENTIFICATION SHALL MATCH PANELBOARD SCHEDULES.
19. EXPOSED RUNS OF CONDUITS SHALL BE INSTALLED WITH RUNS PARALLEL OR PERPENDICULAR TO WALLS, STRUCTURAL MEMBERS OR INTERSECTIONS OF VERTICAL PLANES AND CEILINGS, WITH RIGHT ANGLE TURNS CONSISTING OF SYMMETRICAL BENDS OR PULL BOXES AS INDICATED ON THE DRAWINGS. BENDS
AND OFFSETS SHALL BE AVOIDED WHERE POSSIBLE.
20. INSTRUMENTATION IS LOW VOLTAGE SIGNALS SUCH AS 4-20MA, TELEPHONE COMMUNICATION, FIRE ALARM COMMUNICATION. POWER CONDUIT SHALL ONLY CROSS INSTRUMENTATION CONDUIT PERPENDICULARLY AT RIGHT ANGLES WITH 6" SEPARATION.
21. CONDUCTOR PULLING TENSIONS SHALL NOT EXCEED MANUFACTURER'S RECOMMENDATION. CONTRACTOR SHALL INSTALL PULL BOXES TO MEET
MANUFACTURER'S REQUIREMENTS.
22. MINIMUM DISTANCE ALLOWED BETWEEN POWER CONDUITS AND INSTRUMENTATION CONDUITS SHALL BE:
VOLTAGE DISTANCE
4160V - 15KV TO INST. CONDUIT 3 FT
480V - 600V TO INST CONDUIT 2 FT
120V TO INST. CONDUIT 1 FT
23. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL CONDUIT AND WIRING INSTALLATION FOR ALL VENDOR PROVIDED EQUIPMENT (PACKAGE SYSTEMS). IF THE SHOP DRAWINGS DIFFER FROM THE DESIGNED FACILITIES, THE CONTRACTOR SHALL REDESIGN THE FACILITIES AND SUBMIT THE REVISED DESIGN FOR THE ENGINEER'S APPROVAL ALONG WITH THE SHOP DRAWINGS. THERE SHALL BE NO ADDITIONAL COST TO THE OWNER FOR THE REDESIGN NOR FOR ANY ADDITIONAL CONDUITS AND WIRING. DURING SUBMITTAL THE CONTRACTOR SHALL VERIFY ALL SUPPLIED BREAKER SIZES FOR ALL PACKAGED SYSTEMS SUCH AS HVAC, EXHAUST FANS, MIXERS, CHEMICAL PUMPS ETC. AND MODIFY ALL BREAKERS IN MCC'S AND PANELBOARDS ACCORDINGLY WITHOUT ANY ADDITIONAL
COST TO THE OWNER.
24. ALL EXCAVATIONS FOR CONDUITS, HANDHOLES, MANHOLES AND PULLBOXES NEAR EXISTING PIPING, CONDUIT AND EQUIPMENT SHALL BE HAND EXCAVATED
AND COORDINATED WITH THE OWNER.
25. MINIMUM DEPTH FROM TOP OF DUCT BANKS OR CONDUITS TO FINISHED GRADE SHALL BE 24" UNLESS OTHERWISE NOTED.
26. COLORED WARNING TAPE 6" WIDE SHALL BE INSTALLED 8" BELOW FINISHED GRADE DIRECTLY ABOVE ALL UNDERGROUND YARD CONDUITS ACCORDING TO THE
FOLLOWING SCHEDULE:
POWER: RED
ALL OTHER CONDUITS: GREEN
27. CONTRACTOR SHALL RESTORE SIDEWALKS, ROADWAYS, SOD AND SPRINKLER SYSTEM PIPING TO MATCH EXISTING, AFTER THE COMPLETION OF THE CONDUIT
AND PULLBOX INSTALLATION.
28. GROUNDING SHALL BE INSTALLED IN ACCORDANCE WITH NEC 2020, ARTICLE 250. THE GROUNDING SYSTEM TEST SHALL NOT EXCEED A 48 HOUR SPAN DRY RESISTANCE OF 10 OHMS. ADDITIONAL GROUNDING TO MEET THIS REQUIREMENT SHALL BE INSTALLED AT NO EXTRA COST. GROUNDING AND BONDING CONNECTIONS SHALL NOT BE PAINTED. ALL GROUNDING CONNECTIONS SHALL BE EXOTHERMIC UNLESS SPECIFICALLY INDICATED OTHERWISE.
29. AN EQUIPMENT GROUND WIRE SIZED PER NEC SHALL BE PULLED IN ALL ELECTRICAL CONDUITS, POWER AND CONTROL, AS SHOWN ON PLANS.
30. ALL ENCLOSURES, TJB, WIREWAY, PULL BOXES (EXCEPT IN-GROUND PULL BOXES AND MANHOLES) ETC. SHALL CONTAIN A GROUNDING BUS. CONNECT ALL RACEWAY BONDS TO THIS BUS VIA GROUNDING BUSHING AND EXTEND BONDING JUMPER FROM THIS BUS TO THE ENCLOSURE.
31. PRIMARY BUILDING GROUNDING SHALL BE AN EMBEDDED GRID OF MINIMUM #4/0 AWG WIRE INSTALLED IN THE FOUNDATION AND AROUND THE BUILDING PERIMETER TO FORM A COMPLETE LOOP. SECONDARY GROUND CONNECTIONS TO ALL METAL EQUIPMENT, HAND RAILS, STRUCTURAL STEEL, CONCRETE PADS, REBAR ETC. SHALL HAVE A MINIMUM #4 STRANDED COPPER CONDUCTOR BONDED USING APPROVED LUGS OR EXOTHERMIC CONNECTIONS. ALL EQUIPMENT GROUNDING CONDUCTORS PENETRATING CONCRETE SLABS OR FINISHED GRADE SHALL HAVE A 72" CONDUCTOR PIGTAIL AT EACH LOCATION FOR
CONNECTION TO EQUIPMENT.
32. ALL CONCRETE ENCASED DUCTBANKS SHALL CARRY A MINIMUM #4/0 AWG BARE COPPER GROUND WIRE, OVER THE ENTIRE LENGTH, WHICH SHALL BE CONNECTED TO THE SITE GROUNDING GRID AND GROUND RODS LOCATED CONNECTING MANHOLES, HANDHOLES OR PULL BOXES.
33. CONTRACTOR SHALL CORE DRILL EXISTING CONCRETE WALLS, FLOORS, MANHOLES, HANDHOLES AND PULL BOXES FOR CONDUIT PENETRATIONS. SEAL PENETRATIONS WITH NON-SHRINK GROUT OR APPROPRIATE FIRE RATED DEVICES WHERE APPLICABLE.
34. ALL CONDUITS PENETRATING RATED FIRE WALLS OR RATED FIRE FLOORS SHALL BE INSTALLED WITH U.L. APPROVED DEVICES TO MAINTAIN THE FIRE RATING
OF THE WALL OR FLOOR PENETRATED.
35. PROVIDE CONDUIT DUCT SEAL AT ALL CONDUIT ENDS.
36. ALL SPARE CONDUITS SHALL BE SEALED WITH A CAP AT BOTH ENDS AND A PULL STRING INSTALLED WITH IDENTIFICATION ON BOTH ENDS.
37. ALL RECEPTACLES SHALL BE INSTALLED 18" AFF UNLESS OTHERWISE NOTED. LIGHT SWITCHES SHALL BE MOUNTED 48" AFF UNLESS OTHERWISE NOTED.
38. ALL RECEPTACLES WITHIN 6' OF A SINK SHALL BE GFI.
39. FLEXIBLE CONDUITS SHALL BE USED TO TERMINATE ALL MOTORS AND OTHER VIBRATING EQUIPMENT AND SHALL BE BETWEEN 18" AND 3' IN LENGTH.
40. TYPEWRITTEN PANEL SCHEDULES SHALL BE INSTALLED IN EACH PANELBOARD, AND TYPEWRITTEN TERMINAL BLOCK SCHEDULES IN EACH CONTROL CABINET.
41. ALL SPD'S SHALL BE INTEGRAL TO THE NEW EQUIPMENT SHOWN AND SUPPLIED AS ONE UNIT AND ONE U.L. ENTITY.
42. ALL MATERIAL IN DESIGNATED CORROSIVE AREAS SHALL BE NEMA 4X STAINLESS STEEL OR NON-METALLIC.
43. ALL OUTDOOR LIGHTING FIXTURES SHALL BE OF COPPER FREE CONSTRUCTION.
44. ALL REFERENCES TO SS OR STAINLESS STEEL SHALL BE 316 STAINLESS STEEL.
45. CONTRACTOR SHALL BALANCE PANELBOARD LOADS AT THE END OF THE PROJECT.
46. ALL YARD CONDUITS SHALL BE CONCRETE ENCASED UNLESS NOTED OTHERWISE. REFER TO DRAWING 00TE01 FOR INSTALLATION DETAILS.
47. ALL CONDUIT CONNECTIONS TO NEMA 4X PANELS/ENCLOSURES SHALL USE MYERS HUBS (OR EQUAL) TO MAINTAIN 4X RATING.
48. PROVIDE VFD RATED CABLE FOR ALL VFD'S FROM VFD TO MOTOR WHERE INDICATED ON DRAWINGS PER SPECIFICATION 26_05_05. INSTALL VFD RATED CABLE
PER MANUFACTURER'S INSTRUCTIONS AND SPECIFICATION 26_05_05.
49. CONTRACTOR SHALL PROVIDE FOR A SATISFACTORY NATIONALLY RECOGNIZED TESTING LABORATORY (NRTL) INSPECTION FOR ALTERATIONS TO CONTROL
PANELS, ELECTRICAL EQUIPMENT, OR ASSEMBLIES TO MAINTAIN THE ORIGINAL UL RATING.
50. PROVIDE AS-BUILT DRAWINGS AND MANUALS IN ACCORDANCE WITH THE FLORIDA BUILDING CODE 13-413.ABC.2.1 & 13-413.ABC.2.2
51. CONDUCTORS SHALL BE STRANDED COPPER, NO ALUMINUM ALLOWED UNLESS SPECIFICALLY INDICATED ON DRAWINGS. POWER CONDUCTORS SHALL BE XHHW IN WET LOCATIONS OR IN UNDERGROUND RACEWAYS AND SHALL BE THWN/THHN IN DRY LOCATIONS.
52. INSTRUMENTATION AND CONTROL CIRCUITS ORIGINATING FROM CONTROL PANELS CONTAINING A PLC ARE CLASSIFIED AS CLASS 1 POWER-LIMITED CIRCUITS PER NEC ARTICLE 725. CONTROL AND INSTRUMENTATION AND CONTROL CIRCUITS ORIGINATING FROM CONTROL PANELS WITHOUT A PLC OR FROM A MOTOR CONTROL CENTER ARE CLASSIFIED AS CLASS 1 REMOTE CONTROL AND SIGNALING CIRCUITS PER NEC ARTICLE 725.
53. ALL VERTICAL CONDUIT PENETRATIONS FROM CONCRETE SLAB SHALL HAVE A MAINTENANCE PAD TO PREVENT CORROSION.
54. AFFIX NAMEPLATES TO ALL DISCONNECT SWITCHES WITH THE NAME OF THE EQUIPMENT SERVED BY THE DISCONNECT SWITCH IN ACCORDANCE WITH NEC
ARTICLE 110.22. NAMEPLATES SHALL BE AS DESCRIBED IN SPECIFICATION 26_05_04.
55. THERE ARE NO CLASSIFIED AREAS PERTAINING TO NEC ARTICLE 500 IN THIS FACILITY.
56. ALL CONDUITS SHALL BE MEGGER TESTED AFTER INSTALLATION AND INSULATION MUST BE IN COMPLIANCE WITH THE INSULATED POWER CABLE ENGINEERS ASSOCIATION MINIMUM VALUES OF INSULATION RESISTANCE. MEGGER TEST RESULTS SHALL BE SUBMITTED TO ENGINEER FOR APPROVAL.
DATEREV BY DESCRIPTION
DATE
CHECKED
DRAWN
DESIGNED
204170
JOB NO.
DRAWING NO.
SHEET NO.
SCALES ACCORDINGLY
VERIFY SCALES
THIS SHEET, ADJUST
IF NOT ONE INCH ON
BAR IS ONE INCH ON
ORIGINAL DRAWING
0 1"
OF
COLLIER COUNTY
1 2 3 4 5 6 7 8 9 10 11 12 13
A
B
C
D
E
F
1 2 3 4 5 6 7 8 9 10 11 12 13
A
B
C
D
E
F
G G
00GE02
4701 N FEDERAL HWY, STE 390
POMPANO BEACH, FL 33064
PHONE (561) 210-5715
ADS
SIDZ
MDG
SCRWTP LIME SOFTENING IMPROVEMENTS
301 NORTH CATTLEMEN ROAD, SUITE 302
SARASOTA, FL. 343232
PHONE: (941) 371-9832 FAX: (941) 371-9873
CA 00008571
PROJECT NO.
LA
ST
S
AV
ED
B
Y:
FILE NAME: 00GE02 - ELECTRICAL NOTES.DWG
AD
S
204170-100000
39APRIL 2026
BID DOCUMENTS
THIS ITEM HAS BEEN
DIGITALLY SIGNED AND
SEALED BY
ALEKSANDAR D.
STOJANOVIC ON THE
DATE ADJACENT TO
THE SEAL.
THE SIGNATURE MUST
BE VERIFIED ON ANY
ELECTRONIC COPIES.
ELECTRICAL
NOTES
MT42X24
DATEREV BY DESCRIPTION
DATE
CHECKED
DRAWN
DESIGNED
204170
JOB NO.
DRAWING NO.
SHEET NO.
SCALES ACCORDINGLY
VERIFY SCALES
THIS SHEET, ADJUST
IF NOT ONE INCH ON
BAR IS ONE INCH ON
ORIGINAL DRAWING
0 1"
OF
COLLIER COUNTY
1 2 3 4 5 6 7 8 9 10 11 12 13
A
B
C
D
E
F
1 2 3 4 5 6 7 8 9 10 11 12 13
A
B
C
D
E
F
G G
00E01
4701 N FEDERAL HWY, STE 390
POMPANO BEACH, FL 33064
PHONE (561) 210-5715
ADS
SIDZ
MDG
SCRWTP LIME SOFTENING IMPROVEMENTS
301 NORTH CATTLEMEN ROAD, SUITE 302
SARASOTA, FL. 343232
PHONE: (941) 371-9832 FAX: (941) 371-9873
CA 00008571
PROJECT NO.
LA
ST
S
AV
ED
B
Y:
FILE NAME: 00E01 - SITE PLAN.DWG
AD
S
204170-100000
39APRIL 2026
BID DOCUMENTS
THIS ITEM HAS BEEN
DIGITALLY SIGNED AND
SEALED BY
ALEKSANDAR D.
STOJANOVIC ON THE
DATE ADJACENT TO
THE SEAL.
THE SIGNATURE MUST
BE VERIFIED ON ANY
ELECTRONIC COPIES.
ELECTRICAL
NEW PROPOSED
BLEND TANK
ELECTRICAL
EQUIPMENT
BUILDING
0 16' 32' 64'
SCALE: 1/32" = 1'-0"
LEAK DETECTION
VAULT 1
LEAK DETECTION
VAULT 2
1. CONTRACTOR SHALL PROVIDE AND INSTALL NEW LIGHTING
PROTECTION SYSTEM FOR ALL NEW STRUCTURES, BLEND TANK,
AS PER SPECIFICATION 26_41_00.
GROUNDING NOTES
YC07
YC16
YC06
YC15
YC01
YC02
YC03
YC04
YC05
YC08
YC09
YC10
YC11
YC12
YC13
YC14
SAMPLE PANEL 1
SAMPLE PANEL 2
SITE PLAN
SAMPLE
PUMP
AutoCAD SHX Text AeccDbCogoPoint (AeccLand130)
AutoCAD SHX Text AeccDbCogoPoint (AeccLand130)
AutoCAD SHX Text AeccDbCogoPoint (AeccLand130)
AutoCAD SHX Text AeccDbCogoPoint (AeccLand130)
AutoCAD SHX Text AeccDbCogoPoint (AeccLand130)
AutoCAD SHX Text AeccDbCogoPoint (AeccLand130)
AutoCAD SHX Text AeccDbCogoPoint (AeccLand130)
AutoCAD SHX Text AeccDbCogoPoint (AeccLand130)
AutoCAD SHX Text AeccDbCogoPoint (AeccLand130)
AutoCAD SHX Text AeccDbCogoPoint (AeccLand130)
AutoCAD SHX Text AeccDbCogoPoint (AeccLand130)
AutoCAD SHX Text
CO
AutoCAD SHX Text
CO
AutoCAD SHX Text
CO
AutoCAD SHX Text
CO
AutoCAD SHX Text
CO
AutoCAD SHX Text
CO
AutoCAD SHX Text
CO
AutoCAD SHX Text
CO
AutoCAD SHX Text AeccDbCogoPoint (AeccLand130)
AutoCAD SHX Text AeccDbCogoPoint (AeccLand130)
AutoCAD SHX Text AeccDbCogoPoint (AeccLand130)
AutoCAD SHX Text 12.1
AutoCAD SHX Text 12.1
AutoCAD SHX Text 12.2
AutoCAD SHX Text 12.1
AutoCAD SHX Text 11.8
AutoCAD SHX Text 11.6
AutoCAD SHX Text 11.5
AutoCAD SHX Text 11.5
AutoCAD SHX Text 11.4
AutoCAD SHX Text 11.3
AutoCAD SHX Text 11.3
AutoCAD SHX Text 11.0
AutoCAD SHX Text 11.0
AutoCAD SHX Text 11.1
AutoCAD SHX Text 11.1
AutoCAD SHX Text 11.2
AutoCAD SHX Text 11.5
AutoCAD SHX Text
36" TOP OF PIPE ELEV AT NG = 11.05
AutoCAD SHX Text
36" TOP OF PIPE ELEV = 15.14
AutoCAD SHX Text
36" TOP OF PIPE ELEV = 15.23
AutoCAD SHX Text
36" TOP OF PIPE ELEV AT NG = 11.30
AutoCAD SHX Text 10.5
AutoCAD SHX Text 10.5
AutoCAD SHX Text 11.0
AutoCAD SHX Text 10.8
AutoCAD SHX Text 11.0
AutoCAD SHX Text 11.1
AutoCAD SHX Text 11.2
AutoCAD SHX Text 11.1
AutoCAD SHX Text 11.0
AutoCAD SHX Text 11.0
AutoCAD SHX Text 11.2
AutoCAD SHX Text 11.4
AutoCAD SHX Text 11.3
AutoCAD SHX Text 10.9
AutoCAD SHX Text 10.8
AutoCAD SHX Text 10.7
AutoCAD SHX Text
FLAG POLE
AutoCAD SHX Text 10.78
'EXISTING 4LP1'
POWERED BY: DP-6
LOCATION: BLEND TANK/TRANSFER PUMP ELECTRICAL BUILDING
AIT-410A
BLEND
TANK
pH/TEMP
[B2]
AIT-411A
BLEND
TANK
CL2 FREE
[B2]
LIT-412
BLEND
TANK
LEVEL
[B2]
AIT-410
BLEND
TANK pH
[B2]
AIT-411
BLEND
TANK
CL2 TOTAL
[B2]
LSH410A
VAULT 1
LEAK
DETECTION
ALARM BOX
[B2]
LSH410B
VAULT 2
LEAK
DETECTION
ALARM BOX
[B2]
SAMPLE PUMP
3/4 6.9A
[B2]
[B2]
SM
BLEND TANK
LIGHT POLE 1
[B2]
BLEND TANK
LIGHT POLE 2
[B2]
S4X [B2]
YC06 YC07 YC08 YC09YC05YC04YC03YC02YC01
DATEREV BY DESCRIPTION
DATE
CHECKED
DRAWN
DESIGNED
204170
JOB NO.
DRAWING NO.
SHEET NO.
SCALES ACCORDINGLY
VERIFY SCALES
THIS SHEET, ADJUST
IF NOT ONE INCH ON
BAR IS ONE INCH ON
ORIGINAL DRAWING
0 1"
OF
COLLIER COUNTY
1 2 3 4 5 6 7 8 9 10 11 12 13
A
B
C
D
E
F
1 2 3 4 5 6 7 8 9 10 11 12 13
A
B
C
D
E
F
G G
00E02
4701 N FEDERAL HWY, STE 390
POMPANO BEACH, FL 33064
PHONE (561) 210-5715
ADS
SIDZ
MDG
SCRWTP LIME SOFTENING IMPROVEMENTS
301 NORTH CATTLEMEN ROAD, SUITE 302
SARASOTA, FL. 343232
PHONE: (941) 371-9832 FAX: (941) 371-9873
CA 00008571
PROJECT NO.
LA
ST
S
AV
ED
B
Y:
FILE NAME: 00E02 - POWER RISERS.DWG
AD
S
204170-100000
39APRIL 2026
BID DOCUMENTS
THIS ITEM HAS BEEN
DIGITALLY SIGNED AND
SEALED BY
ALEKSANDAR D.
STOJANOVIC ON THE
DATE ADJACENT TO
THE SEAL.
THE SIGNATURE MUST
BE VERIFIED ON ANY
ELECTRONIC COPIES.
ELECTRICAL
POWER RISER
PLC 2
LOCATION:
EXISTING
BLEND
TANK /
TRANSFER
PUMPS
ELECTRICAL
BUILDING
AIT-410A BLEND TANK pH/TEMP [S1]
[3/4"C, MSC]
AE-410A
AIT-411A BLEND TANK CL2 FREE
[R1]
[3/4"C, MSC]
AE-411A
LIT-412 BLEND TANK LEVEL
[R1]
[3/4"C, MSC]
LE-412
AIT-411 BLEND TANK CL2 TOTAL
[R1]
[3/4"C, MSC]
AE-411
AIT-410 BLEND TANK pH [R1]
[3/4"C, MSC]
AE-410
LEAK
DETECTION
ALARM
BOX
LSH-410A
LEAK DETECTION - CORROSION INHIBITOR
LEAK DETECTION - CAUSTIC SODA (SODIUM HYDROXIDE)
[A1]
[3/4"C, MSC]
[3/4"C, MSC]
LD-CRI
LD-CS
LEAK
DETECTION
ALARM
BOX
LSH-410B
[A1]
[3/4"C, MSC]
[3/4"C, MSC]
LD-SHC-1
LD-AMS
LEAK DETECTION - SODIUM HYPOCHLORITE 1
LEAK DETECTION - SODIUM HYPOCHLORITE 2
LEAK DETECTION - AMMONIA SOLUTION
YC10
YC11
YC12
YC13
YC14
YC15
YC16
SAMPLE PANEL 1
SAMPLE PANEL 2
[3/4"C, MSC]
LD-SHC-2
DATEREV BY DESCRIPTION
DATE
CHECKED
DRAWN
DESIGNED
204170
JOB NO.
DRAWING NO.
SHEET NO.
SCALES ACCORDINGLY
VERIFY SCALES
THIS SHEET, ADJUST
IF NOT ONE INCH ON
BAR IS ONE INCH ON
ORIGINAL DRAWING
0 1"
OF
COLLIER COUNTY
1 2 3 4 5 6 7 8 9 10 11 12 13
A
B
C
D
E
F
1 2 3 4 5 6 7 8 9 10 11 12 13
A
B
C
D
E
F
G G
00E03
4701 N FEDERAL HWY, STE 390
POMPANO BEACH, FL 33064
PHONE (561) 210-5715
ADS
SIDZ
MDG
SCRWTP LIME SOFTENING IMPROVEMENTS
301 NORTH CATTLEMEN ROAD, SUITE 302
SARASOTA, FL. 343232
PHONE: (941) 371-9832 FAX: (941) 371-9873
CA 00008571
PROJECT NO.
LA
ST
S
AV
ED
B
Y:
FILE NAME: 00E03 - CONTROL RISERS.DWG
AD
S
204170-100000
39APRIL 2026
BID DOCUMENTS
THIS ITEM HAS BEEN
DIGITALLY SIGNED AND
SEALED BY
ALEKSANDAR D.
STOJANOVIC ON THE
DATE ADJACENT TO
THE SEAL.
THE SIGNATURE MUST
BE VERIFIED ON ANY
ELECTRONIC COPIES.
ELECTRICAL
CONTROL RISER
CIRCUIT SCHEDULE 3PH, 3W OR 1PH, 3W
CKT I.D. CONDUIT AND CONDUCTOR SIZE
[A3] [3/4 ”C, 3#12, 1#12G] [B3] [3/4 ”C, 3#10, 1#10G] [C3] [1”C, 3#8, 1#10G] [D3] [1”C, 3#6, 1#10G] [E3] [1 1/4 ”C, 3#4, 1#10G] [F3] [1 1/4 ”C, 3#4, 1#8G] [G3] [1 1/4 ”C, 3#3, 1#8G] [H3] [1 1/2 ”C, 3#2, 1#8G] [J3] [1 1/2 ”C, 3#1, 1#8G] [K3] [2 ”C, 3#1/O, 1#6G] [L3] [2”C, 3#2/O, 1#6G] [M3] [2”C, 3#3/O, 1#6G] [N3] [2 1/2 ”C, 3#4/O, 1#4G]
[P3] [2 1/2 ”C, 3-250KCMIL, 1#4G]
[Q3] [3 1/2”C, 3-500KCMIL, 1#3G]
[R3] 2 EA.[2 ”C, 3-3/O, 1#3G]
[S3] 2 EA.[2 1/2 ”C, 3-250KCMIL, 1#2G]
[T3] 2 EA.[3”C, 3-350KCMIL, 1#1G]
[U3] 2 EA.[4”C, 3-500KCMIL, 1#1/OG]
[V3] 2 EA.[4”C, 3-600KCMIL, 1#1/OG]
[W3] 3 EA.[3 1/2”C, 3-500KCMIL, 1#2/OG]
[X3] 4 EA.[3”C, 3-350KCMIL, 1#3/OG]
[Y3] 5 EA.[4”C, 3-500KCMIL, 1#4/OG]
[Z3] 6 EA.[4”C,3-500KCMIL, 1 -250KCMIL G]
[ZA3] 6 EA.[4”C,3-600KCMIL,1 -250KCMIL G]
[ZB3] 8 EA.[4”C,3-600KCMIL, 1 -600KCMIL G]
[ZC3] 8 EA.[4”C,3-600KCMIL, 1 -600KCMIL G/N]
[ZD3] 10 EA.[4”C,3-600KCMIL, 1 -600KCMILG]
CIRCUIT SCHEDULE 3PH, 4W
CKT I.D. CONDUIT AND CONDUCTOR SIZE
[A4] [3/4 ”C, 4#12, 1#12G] [B4] [3/4 ”C, 4#10, 1#10G] [C4] [1”C, 4#8, 1#10G] [D4] [1 1/4”C, 4#6, 1#10G] [E4] [1 1/4 ”C, 4#4, 1#10G] [F4] [1 1/4 ”C, 4#4, 1#8G] [G4] [1 1/2 ”C, 4#3, 1#8G] [H4] [1 1/2”C, 4#2, 1#8G] [J4] [2”C, 4#1, 1#8G] [K4] [2”C, 4#1/O, 1#6G] [L4] [2 1/2”C, 4#2/O, 1#6G] [M4] [2 1/2 ”C, 4#3/O, 1#6G] [N4] [3 ”C, 4#4/O, 1#4G]
[P4] [3”C, 4-250KCMIL, 1#4G]
[Q4] [3 1/2”C, 4-350KCMIL, 1#3G]
[R4] 2 EA.[2 1/2 ”C, 4#3/O, 1#3G]
[S4] 2 EA.[3”C, 4-250KCMIL, 1#2G]
[T4] 2 EA.[4”C, 4-350KCMIL, 1#1G]
[U4] 2 EA.[4”C, 4-500KCMIL, 1#1/O G]
[V4] 3 EA.[4”C, 4-350KCMIL, 1#1/O G]
[W4] 3 EA.[4”C, 4-500KCMIL, 1#2/O G]
[X4] 4 EA.[4”C, 4-350KCMIL, 1#3/O G]
[Y4] 5 EA.[4”C, 4-500KCMIL, 1#4/O G]
[Z4] 6 EA.[4”C, 4-500KCMIL, 1-250KCMIL G]
CIRCUIT SCHEDULE 1PH, 2W
CKT I.D. CONDUIT AND CONDUCTOR SIZE
[A2] [3/4 ”C, 2#12, 1#12G] [B2] [3/4 ”C, 2#12, 1#12G] [C2] [3/4 ”C, 2#10, 1#10G] [D2] [3/4 ”C, 2#8, 1#10G] [E2] [1 ”C, 2#6, 1#10G] [F2] [1”C, 2#4, 1#10G] [G2] [1”C, 2#4, 1#8G] [H2] [1 1/4 ”C, 2#3, 1#8G] [J2] [1 1/4 ”C, 2#2, 1#8G] [K2] [1 1/4 ”C, 2#1, 1#8G] [L2] [1 1/2 ”C, 2#1/O, 1#6G] [M2] [1 1/2 ”C, 2#2/O, 1#6G] [N2] [2”C, 2#3/O, 1#6G] [P2] [2”C, 2#4/O, 1#4G]
[Q2] [2 1/2 ”C, 2-250KCMIL, 1#4G]
[R2] [2 1/2 ”C, 2-350KCMIL, 1#4G]
CIRCUIT SCHEDULE - CONTROL,
INSTRUMENTATION
CKT I.D. CONDUIT AND CONDUCTOR SIZE
[A1] [3/4 ”C, 2#14, 1#14G] [B1] [3/4 ”C, 3#14, 1#14G] [C1] [3/4 ”C, 4#14, 1#14G] [D1] [3/4 ”C, 5#14, 1#14G] [E1] [3/4 ”C, 6#14, 1#14G] [F1] [3/4 ”C, 7#14, 1#14G] [G1] [1 ”C, 9#14, 1#14G] [H1] [1”C, 11#14, 1#14G] [J1] [1 1/2”C, 30#14, 1#14G]
[K1] [1 1/4”C, 7/C TYPE A]
[LI] [1 1/4”C, 12/C TYPE A]
[M1] [1 1/2 ”C, 19/C TYPE A]
[N1] [2”C, 25/C TYPE A]
[P1] [2”C, 37/C TYPE A]
[Q1] [3/4 ”C, 1#16, TW PR]
[R1] [3/4 ”C, 1-TYPE B, TW SHLD PR]
[S1] [1 ”C, 2-TYPE B, TW SHLD PR]
[T1] [1 1/4 ”C, 3-TYPE B, TW SHLD PR]
[U1] [1 1/4 ”C, 4-TYPE B, TW SHLD PR]
[V1] [2 ”C, 8-TYPE B, TW SHLD PR]
[W1] [T’C. 1-BELDEN 3092A CONTROLNET]
[X1] [3 ”C, 100#14, 1#12G] [Y1] [2"C, 20#14, 1#14G]
[Z1] [2”C, 14-TYPE B, TW SHLD PR]
[A] [3/4”C, EMPTY]
[B] [2”C, EMPTY]
[C] [2 1/2”C, EMPTY]
[D] [1 1/4”C, 4#12, 1 #12G]
[E] [1 1/2”C, 3#10, 3#14G ARMORED CABLE]
[F] [1 1/4”C, 3#8, 1 #10G]
[G] [1 1/4”C, 5-TYPE B, TW SHLD PR]
[H] [2 1/2”C, 15-TYPE B, TW SHLD PR]
[I] [1”C, 14#14, 1 #14G]
[J] [2 1/2”C, 3-2/0, 3#6G VFD CABLE]
[K] [1”C, EMPTY]
[L] [4”C, WITH INNERDUCT FOR FO]
[M] [1”C, 4-CAT 6e]
[N] [2”C, FOR FIBER OPTIC CABLES]
[O] [3”C, 3-350KCMIL, 1#3G]
[P] [3"C, 4#300KCMIL, 1#3G]
[Q] 8EA.[4"C, 3-500KCM, 1-350KCMG]
[R] [11/2"C, 40#14, 1#14G] [S] [11/4"C, 20#14, 2#12, 1#12G]
[T] [4"C-3#600KCM, 1#2G]
[U] [1"C, CAT 6]
[V] [1"C, I&C SUPPLIED CABLE, 1#14G]
[W] [2"C, 60#14, 1#14G]
[Y] [3"C, 18-TYPE B, TW SHLD PR]
[Z] [1"C, 1-CAT 6e]
[B6] [1 1/4”C, 3#10, 3#14G ARMORED CABLE]
[C6] [1 1/4”C, 3#8, 3#14G ARMORED CABLE]
[D6] [1 1/2”C, 3#6, 3#12G VFD CABLE]
[E6] [1 1/2"C, 3#4, 3#12G VFD CABLE]
[G6] [2"C, 3#2, 3#10G VFD CABLE]
[H6] [2"C, 3#2, 3#10G VFD CABLE]
[K6] [2 1/2"C, 3#1/0, 3#10G VFD CABLE]
[L6] [3"C, 3#2/0, 3#6G VFD CABLE]
[M6] [2 1/2”C, 3#3/0, 3#4G VFD CABLE]
[N6] [3 1/2"C, 3#4/0, 3#4G VFD CABLE]
[R6] 2 EA.[3”C, 3#3/0, 3#4G VFD CABLE]
[S6] 2 EA.[3”C, 3-250KCMIL, 3#4G VFD CABLE]]
[T6] 2 EA.[3”C, 3-350KCMIL, 3#2G VFD CABLE]]
[Q6] [4"C, 3#500KCM, 3#1G VFD CABLE]
[V6] 2 EA.[4”C, 3-600KCMIL, 3#1/0G VFD CABLE]]
[ZA] [1"C, 6-CAT 6e]
AIT 410A
AIT 411A
1 CONTRACTOR SHALL REUSE EXISTING CIRCUIT
BREAKER PREVIOUSLY USED FOR DEMOLISHED
INSTRUMENT AND RE-PURPOSE FOE NEW
INSTRUMENT INSTALLATION.
CONTRACTOR SHALL USE SPARE BREAKERS IN
EXISTING PLANELOAD FOR NEW INSTRUMENTS.
REPLACE EXISTING BREAKERS WITH 2P, 20A FOR
SAMPLE PUMP.
KEYED NOTES:
1.0 1.0
40.4 30
LSH 410A LEAK DETECTION ALARM BOX
LSH 410B LEAK DETECTION ALARM BOX
SAMPLE PUMP
BLEND TANK TASK LIGHT
1.0 1.0
6.9 6.9
1.4
29.3
LUMINAIRE SCHEDULE
1 120 AREA LIGHT - LED SINGLE LUMINARE, UNIVERSAL
120-277VAC TYPE II, GLARE/HOUSIDE SHIELD LITHONIA LIGHTING EAX1-P3-SWW2-T2-UVOLT-
SRA-DDB LED 82W POLE MOUNT TASK LIGHT.
FURNISH WITH 15' SQUARE POLE.
DATEREV BY DESCRIPTION
DATE
CHECKED
DRAWN
DESIGNED
204170
JOB NO.
DRAWING NO.
SHEET NO.
SCALES ACCORDINGLY
VERIFY SCALES
THIS SHEET, ADJUST
IF NOT ONE INCH ON
BAR IS ONE INCH ON
ORIGINAL DRAWING
0 1"
OF
COLLIER COUNTY
1 2 3 4 5 6 7 8 9 10 11 12 13
A
B
C
D
E
F
1 2 3 4 5 6 7 8 9 10 11 12 13
A
B
C
D
E
F
G G
00E04
4701 N FEDERAL HWY, STE 390
POMPANO BEACH, FL 33064
PHONE (561) 210-5715
ADS
SIDZ
MDG
SCRWTP LIME SOFTENING IMPROVEMENTS
301 NORTH CATTLEMEN ROAD, SUITE 302
SARASOTA, FL. 343232
PHONE: (941) 371-9832 FAX: (941) 371-9873
CA 00008571
PROJECT NO.
LA
ST
S
AV
ED
B
Y:
FILE NAME: 00E04 - SCHEDULES.DWG
AD
S
204170-100000
39APRIL 2026
BID DOCUMENTS
THIS ITEM HAS BEEN
DIGITALLY SIGNED AND
SEALED BY
ALEKSANDAR D.
STOJANOVIC ON THE
DATE ADJACENT TO
THE SEAL.
THE SIGNATURE MUST
BE VERIFIED ON ANY
ELECTRONIC COPIES.
ELECTRICAL
SCHEDULES
DATEREV BY DESCRIPTION
DATE
CHECKED
DRAWN
DESIGNED
204170
JOB NO.
DRAWING NO.
SHEET NO.
SCALES ACCORDINGLY
VERIFY SCALES
THIS SHEET, ADJUST
IF NOT ONE INCH ON
BAR IS ONE INCH ON
ORIGINAL DRAWING
0 1"
OF
COLLIER COUNTY
1 2 3 4 5 6 7 8 9 10 11 12 13
A
B
C
D
E
F
1 2 3 4 5 6 7 8 9 10 11 12 13
A
B
C
D
E
F
G G
00E05
4701 N FEDERAL HWY, STE 390
POMPANO BEACH, FL 33064
PHONE (561) 210-5715
ADS
SIDZ
MDG
SCRWTP LIME SOFTENING IMPROVEMENTS
301 NORTH CATTLEMEN ROAD, SUITE 302
SARASOTA, FL. 343232
PHONE: (941) 371-9832 FAX: (941) 371-9873
CA 00008571
PROJECT NO.
LA
ST
S
AV
ED
B
Y:
FILE NAME: 00E05 - BLEND TANK PLAN.DWG
AD
S
204170-100000
39APRIL 2026
BID DOCUMENTS
THIS ITEM HAS BEEN
DIGITALLY SIGNED AND
SEALED BY
ALEKSANDAR D.
STOJANOVIC ON THE
DATE ADJACENT TO
THE SEAL.
THE SIGNATURE MUST
BE VERIFIED ON ANY
ELECTRONIC COPIES.
1. CONTRACTOR SHALL INSTALL GROUNDING CONDUCTOR
FROM THE GROUNDING GRID TO ALL CONTROL PANELS,
PUMPS, DISCONNECTS, TRANSMITTERS, TANKS, ETC.
2. CONTRACTOR SHALL BOND STEEL COLUMNS AND REBAR
IN FLOOR TO GROUND GRID USING CONNECTIONS PER
SPECIFICATION 26 05 26.
GROUNDING NOTES
20'10'0 5'
SCALE: 1" = 10'
GROUND TEST
WELL (TYP.)
GROUND TRIANGLE
(TYP.)GROUND ROD
(TYP.)
BLEND TANK
LIT
LE
AIT
AE
AIT
AE
AIT
410A
AE
410A
AIT
411A
AE
411A
EXISTING
REACTOR TANK 4
EXISTING
REACTOR TANK 3
EXISTING
REACTOR TANK 2
EXISTING
BLEND
TANK
CORROSION
INHIBITOR
CAUSTIC
SODA
HIGH SERVICE
TRANSFER PUMPS
FILTER BUILDING
LSH
410A
LSH
410B
SAMPLE
PUMP
1 COORDINATE THE EXACT LOCATION ON THE FIELD. MOUNT
MANUAL MOTOR STARTER SWITCH IN THE LINE OF SIGHT OF
THE PUMP.
COORDINATE ON THE FIELD WITH OWNER ON THE EXACT
LOCATION OF THE LEAK DETECTION ALARM BOX AND
PROVIDE WIRES AND CONDUITS ACCORDINGLY.
KEYED NOTES:
SAMPLE PANEL 1
SAMPLE PANEL 2
P-1
4LP1-33
[B2] TYP.
P-2
4LP1-33
[B2] TYP.
S3a
4LP1-33
a a
LD
SHC
LD
SHC
LD
AMS
LD
CS
LD
CRI
BLEND TANK PLAN
ELECTRICAL
S3a a
4LP1-33
ELECTRICAL
EQUIPMENT
BUILDING
EXISTING PLC-2 AT BLEND
TANK / TRANSFER PUMP
ELECTRICAL BUILDING
EXISTING 4LP1 AT BLEND
TANK / TRANSFER PUMP
ELECTRICAL BUILDING
EXISTING
FINISH WATER
STORAGE
RESERVOIR
AutoCAD SHX Text AeccDbCogoPoint (AeccLand130)
AutoCAD SHX Text AeccDbCogoPoint (AeccLand130)
AutoCAD SHX Text AeccDbCogoPoint (AeccLand130)
NOTE:
1. PROVIDE 6" MINIMUM COMPACTED GRAVEL, 3/4"
MINUS,
2. UNDER ALL CONCRETE ENCASED DUCT RUNS.
PROVIDE CLASS CE CONCRETE PER
SPECIFICATION SECTION 03 30 00.
#4@18" OC,
TYP
D
4/0 BARE TINNED
COPPER GROUND
CONDUCTOR, TYP
#4 LONGITUDINAL
BARS
@18" OC
MAXIMUM, WITH
2'-0" LAP
2.5"
MIN
2.5"
MIN
2.
5"
M
IN
2.
5"
M
IN
2.5"
MIN
2.5"
MIN
2.
5"
M
IN
2.
5"
M
IN
4/0 BARE TINNED
COPPER GROUND
CONDUCTOR, TYP
D = 3" FOR 2" AND
LARGER CONDUITS
D = 2" FOR 1 1/2" AND
SMALLER CONDUITS
D
D 2.5"
MIN
2.5"
MIN
2.
5"
M
IN
2.
5"
M
IN
2" CLR,
(TYP TOP AND SIDES)
3" CLR,
(TYP BOT)
D
D D
4/0 BARE TINNED
COPPER
GROUND CONDUCTOR,
TYP
2.5"
MIN
2.5"
MIN
2.
5"
M
IN
2.
5"
M
IN
#4 @ 18"
CTRS, VERT
LEGS 1'-0" MIN
D
D D
FOR LARGER DUCT BANKS,
CONTINUE PATTERN OF REBAR,
CONDUIT SEPARATION AND
CONCRETE COVER.
2.5"
MIN
2.
5"
M
IN
#4 @ 18"
CTRS, VERT
LEGS 1'-6" MIN
CONCRETE ENCASED
DUCTBANK DETAIL SCALE: NTS
ENCLOSURE
STAINLESS STEEL 316
CHANNEL
PIPE CAP
3" DIA GALVANIZED
STEELPIPE FILLED WITH
CONCRETE
12" DIA X 36" DEEP
POURED CONCRETE
BASE
FINISHED
GRADE
AS REQD
AS REQD
24" MIN
2" MIN
NOTE:
PROVIDE CLASS A CONCRETE PER SPECIFICATION SECTION 03300.1.
ENCLOSURE MOUNTING STAND
SCALE: NTS
MULTI-GRIP
PIPE CLAMP,
SS TYP
CROSS SUPPORT CHANNEL,
LENGTH AS REQUIRED, SS
TYP
FOUR HOLE TEE PLATE,
(TYP EACH CROSS MEMBER)
VERTICAL SS SUPPORT
CHANNEL FRAMING
CONDUIT RISER,
TYP
POST BASE ATTACHED TO UNDERSIDE
OF STRUCTURE WITH MINIMUM 1/2"
CONCRETE ANCHORS
CONNECTION TO ALLOW FOR 5/8"
VERTICAL STRUCTURE DEFLECTION
POST BASE ATTACHED TO
FLOOR WITH MINIMUM
1/2" SS CONCRETE ANCHORS
1. LENGTH AS REQUIRED TO LIMIT UNSUPPORTED CONDUIT LENGTH
TO MAXIMUM VALUES ALLOWED BY NEC.
2. ALL MATERIALS AND FASTENING HARDWARE SHALL BE TYPE 316
STAINLESS STEEL (SS).
SE
E
N O
TE
SE
E
N O
TE
NOTES:
VERTICAL CONDUIT SUPPORT
SCALE: NTS
NOTE:
1. ALL MOUNTING HARDWARE SHALL BE STAINLESS STEEL 316. ON
CONCRETE WALLS, USE MALLEABLE IRON INSERTS, MOUNT
ENCLOSURE ON 1/4" SPACERS OF 1/2" RIGID CONDUIT.
ANCHOR TO WALL WITH 1/2" DIA.
X 4" STAINLESS STEEL
CONCRETE ANCHORS, WITH
SUPPORTS AT 5"-0" MAXIMUM.
CHANNEL-GLOBE STRUT,
UNISTRUT OR EQUAL TYPE 316
STAINLESS STEEL
CONDUIT SUPPORT
SCALE: NTS
OZ/GEDNEY RAINTIGHT
SPACE-MAKER HUB
WITH INSULATED
THROAT
1. TYPICAL FOR ALL
CONDUIT ENTRANCES
INTO NEMA 3R, NEMA 4,
OR NEMA 4X
ENCLOSURES.
NEOPRENE "O" RING INSULATED THROAT
BUSHING
CONTROL CABINET
MIN. 12" STRAIGHT
SECTION
CONDUIT HUB
SCALE: NTS
WIRING DEVICE
OR ELECTRICAL
EQUIPMENT SIZE
AS REQD
CONDUIT
PIPE STRAP
FLOOR OR
PLATFORM
FOR CONTROL
STATIONS MOUNT
@ 4'-0" ABOVE
FLOOR
WALL OR COLUMN
NOTE:
WALL OR COLUMN MOUNTED DEVICE
SCALE: NTS
COVER THIS
PORTION WITH
SHRINK TUBING
OUTER JACKET
COVER THIS
PORTION WITH
SHRINK TUBING
CONNECTOR
OUTER JACKET
WRAPPED SHIELD
CRIMPED SPLICE
SHIELD
SHRINK TUBING
OUTER JACKET
WIRE
GREEN INSULATED
SHIELD
SHRINK TUBING
SIGNAL LEADS
LUG, TYP
GROUND LEAD
NOTE:
AT TERMINATION.
SHIELD GROUNDED
TERMINATION OF SHIELDED
CONTROL CABLE
SCALE: NTS
MINIMUM 3" ON ALL EXPOSED
SIDES OR AS REQUIRED BY
ANCHORAGE CALCULATIONS
6" M
AX
3/4" TOOLED EDGE
ON EXPOSED FACES
CONSTRUCTION
JOINT, LEAVE ROUGH
#4 @ 12" CTRS
AROUND PERIMETER
OF PAD
1/
2" M
IN
1/
2" M
IN
#4@12", EW, 1" CLR TOP
1'-8", TYP
TOP & BOTTOM
3" M
AX
CONCRETE PAD SECTION
SCALE: NTS
DATEREV BY DESCRIPTION
DATE
CHECKED
DRAWN
DESIGNED
204170
JOB NO.
DRAWING NO.
SHEET NO.
SCALES ACCORDINGLY
VERIFY SCALES
THIS SHEET, ADJUST
IF NOT ONE INCH ON
BAR IS ONE INCH ON
ORIGINAL DRAWING
0 1"
OF
COLLIER COUNTY
1 2 3 4 5 6 7 8 9 10 11 12 13
A
B
C
D
E
F
1 2 3 4 5 6 7 8 9 10 11 12 13
A
B
C
D
E
F
G G
00TE01
4701 N FEDERAL HWY, STE 390
POMPANO BEACH, FL 33064
PHONE (561) 210-5715
ADS
SIDZ
MDG
SCRWTP LIME SOFTENING IMPROVEMENTS
301 NORTH CATTLEMEN ROAD, SUITE 302
SARASOTA, FL. 343232
PHONE: (941) 371-9832 FAX: (941) 371-9873
CA 00008571
PROJECT NO.
LA
ST
S
AV
ED
B
Y:
FILE NAME: 00TE01 - DETAILS NO.1.DWG
AD
S
204170-100000
39APRIL 2026
BID DOCUMENTS
THIS ITEM HAS BEEN
DIGITALLY SIGNED AND
SEALED BY
ALEKSANDAR D.
STOJANOVIC ON THE
DATE ADJACENT TO
THE SEAL.
THE SIGNATURE MUST
BE VERIFIED ON ANY
ELECTRONIC COPIES.
PROJECT NO.
LA
ST
S
AV
ED
B
Y:
FILE NAME:
ELECTRICAL
DETAILS SHEET NO.1
AD
S
CONNECTION
TYPE "TA" CADWELD
GROUND
COPPER
CABLE
5/8" DIA. X 20'-0"
ROD TYPE CONNECTOR
COPPER CONDUCTOR TAP TO HORIZONTAL REINFORCING BAR
(REBAR) LOCATED NEAR THE BOTTOM OR VERTICALLY, WITHIN THAT
PORTION OF CONCRETE FOUNDATION OR FOOTING. MAXIMUM
CONDUCTOR SIZE IS 4/0 AWG. MINIMUM DIAMETER OF REBAR IS 1/2".
MINIMUM LENGTH OF REBAR IS 20'.
COPPER
GROUND
CABLE
10'-0"
TINNED COPPER
#4/0 AWG, BARE
10'-0" 10'-0"
#4/0 AWG, CU,
BTC GROUNDING
CABLE TO
ELECTRICAL
EQUIPMENT
(BTC)
GROUND TEST WELL
GROUND ROD
(TYP)
9 5/8"
13 1/2"
8"
3 1/4"
1 3/4"
12"
#4/0 BTC GROUND WIRE
7/8"
8 3/4"
GROUND ROD
No. 4/0 AWG STRANDED
BARE TINNED COPPER
2' -6
" BURIAL DEPTH
MINIMUM
5/8 " DIA X 20'-0"
COPPER CLAD
GROUND ROD
(BTC)
TYPE "TA" CADWELD
CONNECTION
CABLE TO ROD CONNECTION
SCALE: NTS
GROUND ROD
GROUND CABLE CONNECTION
SCALE: NTS
GROUND CABLE CADWELDED TO REBAR
SCALE: NTS
GROUND TRIANGLE
SCALE: NTS
GROUND ROD
SCALE: NTS
GROUND WIRE TO FUTURE EQUIPMENT
GROUND LUG, (STRAIGHT, 90 , 45 , OR
AS REQ'D.)
FINISH FLOOR
GROUND CONDUCTOR
FITTING
GROUND CONDUCTOR
NOTE:
1. BOLTS SHALL BE INSERTED IN BOLT HOLES
BEFORE CONNECTOR IS EMBEDDED.
GROUNDING INSERT
SCALE: NTS
NO. 1-RT CAST
IRON TRAFFIC
COVER WT.-12#
NO. 1-RT BODY
WT.-54#
CAST IRON
RING WITH
LIFTING
SOCKETS
FINISH GRADE
GROUND TEST WELL
SCALE: NTS
DIRECT BURIED 6"
#6 AWG & 3/4" DIA.x10'
COPPERCLAD GROUND ROD.
M
IN
IM
U
M
8"
SEE PLAN FOR CONDUIT
IDENTIFICATION TAPE (TYP.)
AND WIRE REQUIREMENTS
FINISH GRADE
ALL UNDERGROUND SPLICES SHALL BE MADE
WITH APPROVED WATERPROOF SPLICE KITS,
POLARIS BLUE OR APPROVED EQUAL.
QUAZITE PULL BOX W/BASE, 17"X30"
I.D. MINIMUM SIZE, CONTRACTOR
SHALL ENLARGE SIZE TO MEET NEC
WHEN NEEDED AT HIS OWN
EXPENSE AND INSTALL PER
MANUFACTURER'S
RECOMMENDATIONS.
QUAZITE HEAVY DUTY, SKID RESISTANT & TRAFFIC
RATED TIER 15 COVER, BOLTED DOWN, MARKED
"ELECTRICAL" "INSTRUMENTATION"
ATTACH SYSTEM GROUND
CONDUCTOR TO #6 AWG. AND SEAL
BOX ACCORDINGLY WITH
APPROVED 3M WATERTIGHT
SEALER.
8" CRUSHED STONE OR
GRAVEL FOR DRAINAGE
QUAZITE PULL BOX DETAIL
SCALE: NTS
SST ANCHOR BOLTS,
NUTS, LOCK WASHERS
AND LEVELING NUTS PER
POLE MANUFACTURERS
REQUIREMENTS
NON-SHRINK
GROUT
ONE-PIECE POLE
ANCHOR BASE FOR LIGHT POLE MOUNTED ON SLAB
NON-SHRINK
GROUT
SST ANCHOR BOLTS,
NUTS, LOCK WASHERS
AND LEVELING NUTS PER
POLE MANUFACTURERS
REQUIREMENTS
HINGED POLE
SCALE: NTS
1. COAT AL SURFACES IN CONTACT WITH CONCRETE PER SPECS.
2. * = LARGER OF OD OF EQUIPMENT SUPPORT / LIGHT POLE BASE + 2", OD OF LIGHT POLE EQUIPMENT SUPPORT BASE COVER + 1", AND 12".
3. CONDUIT. SEE ELECTRICAL DRAWINGS FOR CONDUIT ROUTING. PROVIDE HOLE IN BRACKET TOP PLATE WITH HOLE DIAMETER EQUAL TO
CONDUIT OD + 1/2".
4. EQUIPMENT MOUNTING LOCATION SHALL NOT CREATE A TRIPPING OR MAINTENANCE HAZARD. BRACKET INSTALLATION SHALL BE ON THE
WATER SIDE OF THE BASIN.
5. EQUIPMENT SUPPORT / LIGHT POLE BRACKET INSTALLATION SHALL BE SUITABLE FOR 170 MPH WIND WITH APPROPRIATE GUST FACTOR
PER APPLICABLE ZONE OF INSTALLATION AS DEFINED IN THE FLORIDA BUILDING CODE.
6. ADJUST THE BRACKET DESIGN AND/OR PROVIDE ADDITIONAL POLE SUPPORT AS NECESSARY PER WIND LOAD CALCULATIONS.
CONTRACTOR SHALL INCLUDE WITH THE SHOP DRAWING SUBMITTAL A POLE WIND LOADING CALCULATION SIGNED & SEALED BY A STRUCTURAL ENGINEER REGISTERED IN FLORIDA SHOWING THAT THE PROPOSED INSTALLATIONS WILL MEET THE GIVEN WIND LOADING
REQUIREMENT.
NOTES:
1/4 1/4
3/8
3/4" AL PL
1/2" AL PL
3/8
CONCRETE
TYP
POLE BASE WITH OPENING
CONCRETE ANCHOR BY HILTI
SIZE SST BOLTS AND BOLT
MANUFACTURER'S DWGS
ELEVATION
EQUIPMENT SUPPORT / LIGHT
POLE
FOR CONDUIT
PATTERN PER POLE
BASE COVER
1/2" (TYP)
1 1/2"
1 1/2" (TYP)
1/2"
1/2"
2"2 1/2"
9"
SEE NOTE 3
WITH 10" EMBEDMENT
TOP OF
A
A SECTION
EQUIPMENT
SUPPORT /
LIGHT POLE
BASE
EQUIPMENT SUPPORT / LIGHT POLE BRACKET ON CONCRETE
SCALE: NTS
DATEREV BY DESCRIPTION
DATE
CHECKED
DRAWN
DESIGNED
204170
JOB NO.
DRAWING NO.
SHEET NO.
SCALES ACCORDINGLY
VERIFY SCALES
THIS SHEET, ADJUST
IF NOT ONE INCH ON
BAR IS ONE INCH ON
ORIGINAL DRAWING
0 1"
OF
COLLIER COUNTY
1 2 3 4 5 6 7 8 9 10 11 12 13
A
B
C
D
E
F
1 2 3 4 5 6 7 8 9 10 11 12 13
A
B
C
D
E
F
G G
00TE02
4701 N FEDERAL HWY, STE 390
POMPANO BEACH, FL 33064
PHONE (561) 210-5715
ADS
SIDZ
MDG
SCRWTP LIME SOFTENING IMPROVEMENTS
301 NORTH CATTLEMEN ROAD, SUITE 302
SARASOTA, FL. 343232
PHONE: (941) 371-9832 FAX: (941) 371-9873
CA 00008571
PROJECT NO.
LA
ST
S
AV
ED
B
Y:
FILE NAME: 00TE01 - DETAILS NO.1.DWG
AD
S
204170-100000
39APRIL 2026
BID DOCUMENTS
THIS ITEM HAS BEEN
DIGITALLY SIGNED AND
SEALED BY
ALEKSANDAR D.
STOJANOVIC ON THE
DATE ADJACENT TO
THE SEAL.
THE SIGNATURE MUST
BE VERIFIED ON ANY
ELECTRONIC COPIES.
PROJECT NO.
LA
ST
S
AV
ED
B
Y:
FILE NAME:
ELECTRICAL
DETAILS SHEET NO.2
AD
S
| ADS Engineering | |
| 2026-05-13T18:33:23-0400 | |
| Aleksandar Stojanovic |
File details come from the government source that posted it. Updated .