HomeMy WebLinkAboutBid #2015-05 DrawingsTHURM BLVDASTRONAUT BLVD
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W CENTRAL BLVD.
LS NO.6
EXISTING LIFT
STATION NO. 7
JANUARY, 2015
www.tetratech.com
CLIENT INFORMATION:PROJECT LOCATION:
PROJECT DESCRIPTION / NOTES:
Tt PROJECT No.:CLIENT PROJECT No.:
CITY OF CAPE CANAVERAL
LIFT STATION NO. 6 AND 7
IMPROVEMENTS
CAPE CANAVERAL, FL
200-52528-14001
#### ####CITY OF CAPE CANAVERAL
601 THURM BLVD.
CAPE CANAVERAL, FL 32920
201 EAST PINE STREET, SUITE 1000
ORLANDO, FL 32801
407-839-3955 FAX: 407-839-3790
VICINITY MAP:
LS NO.7IMPE
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EXISTING AND
PROPOSED LIFT
STATION NO. 6
PROPOSED LIFT
STATION NO. 7
1.LIFT STATION NO. 6 IMPROVEMENTS: MAJOR IMPROVEMENTS AT THIS STATION WILL INCLUDE CONSTRUCTION OF A NEW SUBMERSIBLE PUMP
STATION, INSTALLING A NEW TERMINAL MANHOLE INTO THE EXISTING WET WELL, INSTALLATION OF THE NEW WET WELL, PUMPS, VALVES, PIPING
CONNECTING TO EXISTING WATER MAIN VIA WET TAP AND RELATED MECHANICAL MODIFICATIONS, CONTROL PANEL, RTU, AND RELATED ELECTRICAL
MODIFICATIONS. THE TELEMETRY RADIO AND ANTENNA WILL BE REPLACED WITH A SYSTEM MATCHING THE CURRENT CITY STANDARDS. THE
PROJECT ALSO INCLUDES REPLACEMENT OF GRAVITY SEWER TRIBUTARY TO LS NO. 6 AND AN 8-INCH WATER MAIN LOOP FROM THE INTERSECTION
OF IMPERIAL BOULEVARD AND BROWN CIRCLE NORTH, THEN WEST ALONG THE NORTHERN BOUNDARY OF THE HOMEWOOD SUITES TO CONNECT TO
THE EXISTING WATER MAIN.
2.LIFT STATION NO. 7 IMPROVEMENTS: THIS STATION WILL BE RELOCATED APPROXIMATELY 300 LINEAR FEET SOUTH TO THE NORTHEAST CORNER OF
THE MANATEE SANCTUARY PARK. MAJOR UPGRADES AT THIS STATION WILL INCLUDE CONSTRUCTION OF A NEW SUBMERSIBLE PUMP STATION AND
EXTENSION TO THE GRAVITY SEWER TO CONVEY WASTEWATER ALONG THURM BOULEVARD TO THE LOCATION OF THE PROPOSED LIFT STATION. THE
IMPROVEMENTS INCLUDE INSTALLATION OF A NEW WET WELL, PUMPS, VALVES, PIPING, CONNECTION TO THE EXISTING FORCEMAIN VIA WET TAP AND
ASSOCIATED MECHANICAL IMPROVEMENTS, CONTROL PANEL, RTU, NEW ELECTRICAL SERVICE, AND RELATED ELECTRICAL MODIFICATIONS. THE
TELEMETRY RADIO AND ANTENNA WILL BE INSTALLED WITH A SYSTEM MATCHING THE CURRENT CITY STANDARDS.
3.ALSO INCLUDED ARE ALL BYPASS PUMPING OPERATIONS, MAINTENANCE OF TRAFFIC REQUIREMENTS, TEMPORARY EROSION AND SEDIMENT
CONTROL FOR ALL AREAS AS DETAILED ON THE PLANS AND REQUIRED BY GOVERNING AUTHORITIES. OTHER RESTORATION ACTIVITIES INCLUDE
ASPHALT PAVEMENT, CONCRETE, SIDEWALKS, CURBING, AND SIGNAGE.
BID SET
www.tetratech.comMARKDATEDESCRIPTIONBY1/20/2015 12:00:13 PM - \\IERS181FS1\PROJECTS\IER\52528\200-52528-14001\CAD\SHEETFILES\G-001 GENERAL NOTES & INDEX.DWG - BURDIEL, NAPOLEON1
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Bar Measures 1 inch Copyright: Tetra TechLIFT STATION NO. 6 AND 7 IMPROVEMENTS201 EAST PINE STREET, SUITE 1000ORLANDO, FLORIDA 32801PHONE: (407) 839-3955 FAX: (407) 839-3790Engineering Business No. 2429Michael B. Saxton, P.E.P.E. No. 71506, FL201 East Pine Street, Suite 1000Orlando, Florida 32801Engineering Business No. 2429 ________________________ DATE ______________DRAWING INDEX
G-001GENERAL NOTES ANDDRAWING INDEXGENERAL NOTES
1.PRIOR TO BID PREPARATION, THE CONTRACTOR MUST GET FAMILIARIZED WITH THE OVERALL SITE
CONDITIONS AND PERFORM ADDITIONAL INVESTIGATIONS AS DETERMINED NECESSARY TO
UNDERSTAND THE LIMIT AND DEPTH OF EXPECTED ORGANIC SILT PEAT AREAS, ADEQUACY OF
EXISTING MATERIALS AS FILL, DEWATERING REQUIREMENTS, CLEAN FILL REQUIRED FROM OFF SITE,
AND MATERIALS TO BE DISPOSED OF OFF SITE, ALL OF WHICH WILL AFFECT HIS PRICING. ANY
DELAYS, INCONVENIENCE, OR EXPENSE CAUSED TO THE CONTRACTOR DUE TO INADEQUATE
INVESTIGATION OF EXISTING CONDITIONS SHALL BE INCIDENTAL TO THE CONTRACT, AND NO EXTRA
COMPENSATION WILL BE ALLOWED. THE MATERIALS ANTICIPATED TO BE ENCOUNTERED DURING
CONSTRUCTION MAY REQUIRE DRYING PRIOR TO USE AS BACKFILL, AND THE CONTRACTOR MAY HAVE
TO BRING IN MATERIALS, AT NO EXTRA COST, FROM OFF SITE TO MEET THE REQUIREMENTS FOR
COMPACTION AND PROPER FILL.
2.IMMEDIATELY AT ONSET OF CONSTRUCTION, CONTRACTOR SHALL FIELD VERIFY HORIZONTAL AND
VERTICAL LOCATIONS OF ALL EXISTING UTILITIES CRITICAL TO COMPLETING THE PROJECT (INCLUDING
WATER, SEWER, POWER, TELEPHONE, GAS, FIBER OPTIC, CABLE/TV, ETC.) AND SHALL EVALUATE
POTENTIAL CONFLICTS IN A WRITTEN REPORT. ANY CONFLICTS SHALL BE REPORTED TO ENGINEER
AND OWNER IMMEDIATELY UPON DISCOVERY AND DETAILED IN REPORT.
3.THE CONTRACTOR SHALL OBTAIN THE SERVICES OF A FLORIDA REGISTERED PROFESSIONAL LAND
SURVEYOR FOR LAYOUT OF ALL WORK, FOR RESTORING ALL MONUMENTS AND PROPERTY CORNERS
DISTURBED DURING CONSTRUCTION AND FOR PREPARATION OF AS-BUILT DRAWINGS. PROOF OF
FLORIDA REGISTRATION SHALL BE SUBMITTED TO ENGINEER.
4.LOCATIONS AND ELEVATIONS OF EXISTING UTILITIES EXPOSED DURING CONSTRUCTION SHALL BE
ACCURATELY RECORDED ON THE CONSTRUCTION DRAWINGS.
5.THE CONTRACTOR SHALL EXERCISE EXTREME CAUTION WHEN EXCAVATING IN PROXIMITY OF WATER
MAINS, WASTEWATER FORCE MAINS, GRAVITY MAINS, IRRIGATION AND RECLAIMED WATER MAINS.
MAIN LOCATIONS SHOWN ON PLANS ARE NOT EXACT OR GUARANTEED. CONTRACTOR IS
RESPONSIBLE FOR FIELD VERIFYING EXISTING UTILITY LOCATIONS.
6.NOTIFY FIBER OPTICS AND POWER COMPANIES SEVEN (7) DAYS PRIOR TO ANY CONSTRUCTION,
EXTREME CAUTION SHALL BE EXERCISED IN THE AREA OF FIBER OPTICS AND POWER.
7.ALL EXISTING WATER, FORCE, GRAVITY, RECLAIMED WATER MAINS, IRRIGATION, POWER, TELEPHONE,
GAS, FIBER OPTIC AND CABLE/TV AND OTHER FACILITIES WITHIN THE LIMITS OF THE PROJECT SHALL
BE SUPPORTED AND PROTECTED AGAINST DAMAGE.
8. DURING CONSTRUCTION ALL EXISTING UTILITIES SHALL REMAIN IN OPERATION.
9.THE CONTRACTOR AT THE CONTRACTOR'S EXPENSE SHALL IMMEDIATELY REPAIR ALL DAMAGES TO
UTILITIES AND FACILITIES. IF THE REPAIR IS NOT MADE IN A TIMELY MANNER, AS DETERMINED BY
UTILITIES, UTILITY OWNERS MAY PERFORM REQUIRED REPAIRS AND CLEAN UP. THE CONTRACTOR
WILL BE CHARGED FOR ALL EXPENSES ASSOCIATED WITH DAMAGE AND REPAIR.
10.LOCATION AND DIMENSIONS OF EXISTING RIGHT-OF-WAYS AND EASEMENT ARE BASED ON BEST
AVAILABLE INFORMATION. CONTRACTOR IS RESPONSIBLE FOR VERIFICATION AND STAKING LIMITS OF
THE RIGHT-OF-WAYS AND EASEMENT IN OR TO AVOID ENCROACHMENTS. COMPLETE ALL
CONSTRUCTION WITHIN RIGHT-OF-WAYS AND EASEMENT LIMITS UNLESS OTHERWISE NOTED.
11.FLORIDA LAW (F.S. 553.851) REQUIRES THAT PERSONS MAKING EXCAVATIONS IN PUBLIC AND PRIVATE
STREETS, ALLEYS, RIGHT-OF-WAYS OR UTILITY EASEMENTS MUST FIRST OBTAIN INFORMATION ON
LOCATION OF UNDERGROUND GAS PIPELINES.
12.DEWATERING MAY BE REQUIRED IN SOME AREAS FOR EXCAVATION, CONSTRUCTION, BACKFILLING
AND COMPACTING. NO EXTRA COMPENSATION FOR DEWATERING WILL BE ALLOWED. IT IS THE
CONTRACTOR'S RESPONSIBILITY TO OBTAIN ALL PERMITS ASSOCIATED WITH DEWATERING AND
OTHER CONSTRUCTION ACTIVITIES.
13.CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING UTILITY COMPANIES, ARRANGING AND
RELATED COSTS TO HAVE UTILITY POLES HELD IF DETERMINED NECESSARY FOR CONSTRUCTION.
14.PIPE LENGTHS SHOWN ON PLANS ARE APPROXIMATE. ACTUAL LENGTHS ARE TO BE DETERMINED
DURING CONSTRUCTION.
15.ALL STATIONS AND OFFSETS REFER TO BASELINE OF STATIONING.
16.ALL PIPING SHALL HAVE 36" MINIMUM COVER.
17.HORIZONTAL SEPARATION BETWEEN SANITARY SEWER AND WATERMAIN, SANITARY OR STORM
SEWERS, WASTEWATER OR STORMWATER FORCE MAINS, RECLAIMED WATER PIPELINES, AND ON-SITE
SEWAGE TREATMENT AND DISPOSAL SYSTEMS:
A.SANITARY SEWER SHALL BE LAID TO PROVIDE A HORIZONTAL DISTANCE OF AT LEAST THREE FEET
BETWEEN THE OUTSIDE OF THE SANITARY SEWER AND THE OUTSIDE OF ANY EXISTING OR
PROPOSED STORM SEWER, STORMWATER FORCE MAIN, OR PIPE CONVEYING RECLAIMED WATER
REGULATED UNDER PART III OF CHAPTER 62-610, F.A.C.
B.SANITARY SEWER SHALL BE LAID TO PROVIDE A HORIZONTAL DISTANCE OF AT LEAST SIX FEET,
AND PREFERABLY TEN FEET, BETWEEN THE OUTSIDE OF THE SANITARY SEWER AND THE OUTSIDE
OF ANY EXISTING OR PROPOSED WATERMAIN OR PIPELINE CONVEYING RECLAIMED WATER NOT
REGULATED UNDER PART III OF CHAPTER 62-610, F.A.C. THE MINIMUM HORIZONTAL SEPARATION
DISTANCE BETWEEN WATER MAINS AND GRAVITY-TYPE SANITARY SEWERS SHALL BE REDUCED TO
THREE FEET WHERE THE BOTTOM OF THE WATER MAIN IS LAID AT LEAST SIX INCHES ABOVE THE
TOP OF THE SEWER.
18.VERTICAL SEPARATION BETWEEN SANITARY SEWER AND WATERMAIN, SANITARY OR STORM SEWERS,
WASTEWATER OR STORMWATER FORCE MAINS, AND RECLAIMED WATER PIPELINES:
A.SANITARY SEWER CROSSING ANY EXISTING OR PROPOSED GRAVITY- OR VACUUM-TYPE SANITARY
SEWER OR STORM SEWER SHALL BE LAID SO THE OUTSIDE OF THE SANITARY SEWER IS AT LEAST
TWELVE INCHES, ABOVE OR AT LEAST 12 INCHES BELOW THE OUTSIDE OF THE OTHER PIPELINE.
B.SANITARY SEWER CROSSING ANY EXISTING OR PROPOSED WATER MAIN, OR PIPELINE CONVEYING
RECLAIMED WATER SHALL BE LAID SO THE OUTSIDE OF THE WATER MAIN IS AT LEAST 12 INCHES
ABOVE OR BELOW THE OUTSIDE OF THE OTHER PIPELINE. HOWEVER, IT IS PREFERABLE TO LAY
THE WATER MAIN ABOVE THE OTHER PIPELINE.
C.AT THE UTILITY CROSSINGS DESCRIBED IN PARAGRAPHS (A) AND (B) ABOVE, ONE FULL LENGTH OF
WATER MAIN PIPE SHALL BE CENTERED ABOVE OR BELOW THE SANITARY SEWER SO THE WATER
MAIN JOINTS WILL BE AS FAR AS POSSIBLE FROM THE SANITARY SEWER. ALTERNATIVELY, AT SUCH
CROSSINGS, THE PIPES SHALL BE ARRANGED SO THAT ALL WATER MAIN JOINTS ARE AT LEAST
THREE FEET FROM ALL JOINTS IN VACUUM-TYPE SANITARY SEWERS, STORM SEWERS,
STORMWATER FORCE MAINS, OR PIPELINES CONVEYING RECLAIMED WATER REGULATED UNDER
PART III OF CHAPTER 62-610, F.A.C., AND AT LEAST SIX FEET FROM ALL JOINTS IN GRAVITY- OR
PRESSURE-TYPE SANITARY SEWERS, WASTEWATER FORCE MAINS, OR PIPELINES CONVEYING
RECLAIMED WATER NOT REGULATED UNDER PART III OF CHAPTER 62-610, F.A.C.
19.WHERE MINIMUM SEPARATION BETWEEN UTILITY MAINS IS REQUIRED, THE DISTANCE SHALL BE
MEASURED FROM THE OUTSIDE EDGE OF PIPE TO OUTSIDE EDGE.
20.REUSE MAINS SHALL BE AT LEAST 3' FROM ANY FIRE HYDRANTS PER 62-555-314 F.A.C.
21.FITTINGS MAY BE USED FOR PIPE ALIGNMENT CHANGES RATHER THAN DEFLECTING AT THE
CONTRACTOR'S OPTION AND WITH NO ADDITIONAL COMPENSATION. PIPE DEFLECTION SHALL NOT
EXCEED THE MANUFACTURER'S RECOMMENDATION.
22.ALL PRESSURE PIPES SHALL BE RESTRAINED IN ACCORDANCE WITH THE RESTRAINT TABLE SHOWN IN
THE DETAIL SHEETS. IN ADDITION, ALL FITTING SHALL BE MECHANICAL JOINT RESTRAINED. NO
THRUST BLOCS SHALL BE PERMITTED. RESTRAIN EXISTING PIPE WHERE REQUIRED AT TIE IN
LOCATIONS AS REQUIRED IN ACCORDANCE WITH RESTRAINT TABLE.
23.ALL PIPE, PIPE FITTINGS AND APPURTENANCES INSTALLED UNDER THIS PROJECT WILL BE COLOR
CODED OR MARKED IN ACCORDANCE WITH SUB PARAGRAPH 62-555.320 (21) (B) 3, FAC, USING PURPLE
AS PREDOMINATE COLOR FOR REUSE WATER.
24.CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTENANCE OF TRAFFIC DURING THE WORK AND FOR
COORDINATION WITH THE COUNTY OR OWNER, AS NECESSARY. CONTRACTOR SHALL BE
RESPONSIBLE FOR NOTIFYING AND COORDINATING RESIDENTS DURING ALL PHASES OF
CONSTRUCTION INCLUDING PIPE BURSTING WORK OPERATIONS SO AS TO MAINTAIN ACCESS FOR
RESIDENTS BUSINESS AND EMERGENCY VEHICLES.
25.RIGHT OF WAY SHALL BE KEPT PEDESTRIAN FRIENDLY AT ALL TIMES.
26.TEMPORARY SIDEWALKS SHALL BE PROVIDED FOR ALL DISTURBED SIDEWALKS.
27.DURING THE DURATION OF WORK, ACCESS BY RESIDENTS AND EMERGENCY VEHICLES MUST BE
MAINTAINED AT ALL TIMES.
28.THE CONTRACTOR SHALL NOT PLACE ANY FILL MATERIAL WITHIN WETTED DITCH OR WETLAND AREAS.
NO WORK SHALL TAKE PLACE WITHIN 25' OF THE JURISDICTIONAL WETLAND BOUNDARY. SILT FENCES
SHALL BE INSTALLED BY THE CONTRACTOR BETWEEN WORK AND SUCH AREAS.
29.ALL DRAINAGE AREAS THAT ARE CROSSED BY PIPELINES SHALL BE LEFT OPEN AT ALL TIMES EXCEPT
FOR SHORT PERIODS AS MAY BE NECESSARY DURING ACTUAL CONSTRUCTION HOURS.
30.THE CONTRACTOR IS SOLELY RESPONSIBLE FOR THE INSTALLATION OF THE PIPING WITHOUT
DAMAGING THE EXISTING CITY OR PRIVATE ROADWAYS. ANY DAMAGE CAUSED DURING THE
INSTALLATION OF THE PIPING OR RESTORATION SHALL BE REPAIRED TO THE SATISFACTION OF THE
OWNER.
31.ALL PAVING, STABILIZED EARTH, DRIVEWAYS, CURBS, SIDEWALKS, FENCES, SOD, LANDSCAPING,
IRRIGATION SYSTEMS, ETC. DISTURBED BY THE CONTRACTOR'S OPERATIONS SHALL BE RESTORED TO
EQUAL OR BETTER CONDITION. ALL DISTURBED AREAS SHALL BE SODDED WITH THE SAME TYPE OF
SOD.
32.ALL ASPHALT/CONCRETE OPEN CUT DRIVEWAYS SHALL BE RESTORED WITHIN 24 HRS WITH AN
ALL-WEATHER ASPHALTIC PATCH TO PERMIT TEMPORARY PROPERTY ACCESS UNTIL FINAL
RESTORATION IS COMPLETED. THE DIRT/STABILIZED OPEN CUT DRIVES SHALL REQUIRE A STABILIZED
PATCH WITHIN 24 HOURS OF OPEN CUT.
33.CONTRACTOR SHALL BE RESPONSIBLE FOR REPLACING ALL LANDSCAPING DISTURBED DURING
CONSTRUCTION WITH LANDSCAPING OF EQUAL QUALITY, QUANTITY, MATERIAL, AND SIZE AS PRIOR TO
CONSTRUCTION. EXTENT OF EXISTING LANDSCAPING IS NOT SHOWN AND IS THE RESPONSIBILITY OF
THE CONTRACTOR TO FIELD INSPECT PRIOR TO BIDDING. ALL OTHER DISTURBED AREA SHALL BE
SODDED.
34.UPON COMPLETION OF CONSTRUCTION THE CONTRACTOR SHALL RESTORE THE PROJECT AREA BACK
TO EQUAL OR BETTER CONDITION USING LIKE MATERIALS
35.SEWER AND WATER SERVICE LATERALS LOCATIONS ARE NOT SHOWN AND SHALL BE FIELD VERIFIED
BEFORE CONSTRUCTION. ABANDONED SEWER LATERALS SHALL BE LEFT IN PLACE TO MINIMIZE
IMPACT TO SURROUNDING ROOT SYSTEMS.
36.THE CONTRACTOR MUST INSTALL AND MAINTAIN GRASS OR SOD ON EXPOSED SLOPES WITHIN 48
HOURS OF COMPLETED FINAL GRADES, AND AT ANY OTHER TIME AS NECESSARY TO PREVENT
EROSION, SEDIMENTATION OR TURBID DISCHARGES TO ANY DOWNSTREAM WATER BODY, WETLAND,
OR OFF-SITE PROPERTY. CONTRACTOR SHALL WET AND MAINTAIN ALL SOD THROUGHOUT
CONSTRUCTION UNTIL FINAL ACCEPTANCE.
37.THE REMOVAL OF DEBRIS AND ANY OTHER MATERIAL INCLUDING PIPES, CONCRETE STRUCTURES AND
PAVEMENT LAYERS FROM THE CLEARING AND GRUBBING OPERATIONS SHALL BE HAULED AWAY BY
THE CONTRACTOR IN LEGAL FASHION TO AN AUTHORIZED DUMPING FACILITY.
38.WHERE MUNICIPAL SIGNS REFLECTORS OR OTHER COMPONENTS THEREOF WILL INTERFERE WITH
PROPOSED CONSTRUCTION, CONTRACTOR SHALL NOTIFY THE CITY OF CAPE CANAVERAL 48 HOURS
IN ADVANCE OF STARTING WORK. ALL SIGNS, REFLECTORS, ETC., DAMAGED, DESTROYED REMOVED
OR RELOCATED WITHOUT THE CITY'S AUTHORIZATION WILL BE REPLACED OR RELOCATED AT THE
EXPENSE OF THE CONTRACTOR.
39.ALL STREET SIGNAGE MATERIALS TO CONFORM WITH THE FDOT MANUAL ON UNIFORM TRAFFIC
CONTROL DEVICES AND SAFE PRACTICES FOR STREET & HIGHWAY CONSTRUCTION
MAINTENANCE AND UTILITY OPERATIONS.
40.ALL POTABLE WATER MAINS EITHER INSTALLED OR DISTURBED DURING CONSTRUCTION SHALL BE
DISINFECTED IN ACCORDANCE WITH AWWA C-651-92 (SUBSECTION 4.8 AND SECTION 9) AND RULE
62-555.345 F.A.C. SUCH WATER MAINS SHALL THEN BE BACTERIOLOGICALLY TESTED IN ACCORDANCE
WITH STATE AND LOCAL REQUIREMENTS. A REPRESENTATIVE FROM THE UTILITY MUST BE PRESENT
DURING THE TAKING OF THE WATER SAMPLES.
41.UTILITY TEST PITS SHALL BE PERFORMED 14 DAYS IN ADVANCE OF THE CONTRACTORS DIGGING
OPERATION TO DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES.
42.THE CONTRACTOR SHALL MAINTAIN ON-SITE AN ADEQUATE SUPPLY OF COMMERCIAL DRIVEWAY
MATERIAL FOR TEMPORARY RESTORATION OF DRIVEWAYS IN ORDER TO MAINTAIN PROPERTY
ACCESS. DRIVEWAYS MUST BE COMPLETELY RESTORED WITHIN 48 HOURS OF COMPLETION OF WORK
43.THE CONTRACTOR WILL BE REQUIRED TO SEND A LETTER TO EACH RESIDENT IMPACTED BY THIS
PROJECT. THE LETTER FORMAT AND CONTENTS SHALL BE DRAFTED BY THE CITY OF CAPE
CANAVERAL. A COPY OF THE LETTER SENT TO THE RESIDENTS SHALL ALSO PROVIDED TO THE CITY
OF CAPE CANAVERAL. THE CONTRACTOR SHALL BE REQUIRED TO HOLD A PUBLIC MEETING AT THE
NEIGHBORHOOD ASSOCIATION OR SIMILAR FORUM TO INFORM THE PUBLIC AND ANSWER QUESTIONS
ABOUT THE PROJECT. REPRESENTATIVES FROM THE CITY OF CAPE CANAVERAL PUBLIC WORKS AND
THE ENGINEER WILL ATTEND THE MEETING.
44.ALL EXCAVATIONS SHALL BE BACKED FILLED AT THE END OF EACH DAY AND TEMPORARY PAVEMENT
IS REQUIRED IF WORK AREA IS TO BE OPENED TO TRAFFIC
45.WATER AND SEWER SERVICE TO BE MAINTAINED TO EACH PROPERTY AT ALL TIMES. CONTRACTOR TO
INSTALL TEMPORARY SEWER AND WATER CONNECTIONS WHERE REQUIRED.
46.SANITARY SEWERS AND PRESSURE MAINS SHALL BE PRESSURE TESTED PER SECTION 15064 AND
150HH RESPECTIVELY OF THE SPECIFICATIONS AND WITNESSED AND TEST REPORT SIGNED OFF BY
CITY INSPECTOR.
47.ALL TIE INS TO EXISTING MANHOLES SHALL BE CORE DRILLED. PIPE SHALL BE TIED IN USING A
FLEXIBLE CONNECTOR.
48. CLEANOUTS SHALL BE ADDED TO ALL SANITARY SEWER LATERALS.
49.AN ASPHALT CAP EITHER TEMPORARY OR PERMANENT SHALL BE PLACED OVER ALL OPEN CUTS
PRIOR TO TRAFFIC BEING RESTORED. STOP BARS AND STRIPPING SHALL BE INCLUDED AND ADDED AS
NEEDED.
1.AN APPROVED MAINTENANCE OF TRAFFIC (MOT) PLAN SHALL BE REQUIRED BY CONTRACTOR
ANY TIME WORK IS BEING PERFORMED WITHIN, CITY OF CAPE CANAVERAL AND PRIVATE
ROADWAYS RIGHT-OF-WAY REGARDLESS WHETHER A PERMIT IS REQUIRED OR NOT. A MOT
PLAN SHALL CONFORM TO THE LATEST EDITION OF THE FDOT DESIGN STANDARDS 600 SERIES.
A COPY OF THE MOT PERMIT SHALL BE KEPT ONSITE AT ALL TIMES. THE MOT PLAN IS VALID
FOR THE DURATION OF THE APPROVED TIME PERIOD OR COMPLETION OF THE PROJECT,
WHICHEVER COMES FIRST. THE CONTRACTOR SHALL HAVE THE RESPONSIBILITY OF THE
SETUP AND REMOVAL OF ALL MOT DEVICES WHEN REQUIRED.
2.THE APPROVAL OF AN MOT PLAN REQUIRES A MINIMUM OF TEN (10) WORKING DAYS FROM THE
TIME OF RECEIPT OF ALL REQUIRED PLANS AND FOLLOWS THE PROCESS STATED BELOW.
ADDITIONAL TIME MAY BE REQUIRED FOR MORE COMPLEX PLANS OR PLANS REQUIRING
ADDITIONAL COORDINATION.
3.THE CONTRACTOR SHALL CARRY ON THE WORK IN A MANNER THAT WILL CAUSE A MINIMUM OF
INTERRUPTION TO TRAFFIC. WHERE TRAFFIC MUST CROSS OPEN TRENCHES, THE
CONTRACTOR SHALL PROVIDE SUITABLE BRIDGES AT STREET INTERSECTIONS AND
DRIVEWAYS. THE CONTRACTOR SHALL POST SUITABLE SIGNS INDICATING THAT A STREET IS
CLOSED WITH NECESSARY DETOUR SIGNS FOR THE PROPER MAINTENANCE OF TRAFFIC.
PRIOR TO CLOSING OF ANY STREETS, THE CONTRACTOR SHALL NOTIFY AND OBTAIN THE
APPROVAL OF RESPONSIBLE AUTHORITIES AND UTILITIES.
4.ALL SIGNAGE SHALL BE IN ACCORDANCE WITH THE ³0$18$/ ON UNIFORM TRAFFIC CONTROL
'(9,&(6´ PUBLISHED BY US ENGINEERING OF TRANSPORTATION, AND THE STATE OF FLORIDA'S
³0$18$/ ON TRAFFIC CONTROL AND SAFE PRACTICES FOR STREET AND HIGHWAY
&216758&7,210$,17(1$1&($1'87,/,7<23(5$7,216´
5.THE REQUIREMENTS OF CITY OF CAPE CANAVERAL PUBLIC WORKS FOR THE TRAFFIC CONTROL
OF NON-EMERGENCY ROAD CLOSURES SHALL BE ADHERED TO.
6.THE CONTRACTOR'S MOT PLANS SHALL INCLUDE A COVER LETTER WITH THE FOLLOWING:
A.DATES AND ANTICIPATED DURATION OF ROAD CLOSURE.
B.DATE AND TIME THE ROAD CLOSURE WILL BEGIN.
C.LOCATION OF ROAD CLOSURE.
D.REASON FOR ROAD CLOSURE.
E.COMPLETE ALTERNATE AND DETOUR ROUTES.
7.REFER TO SPECIFICATION 01570 FOR ADDITIONAL REQUIREMENTS.
48 HOURS BEFORE DIGGING
1-800-432-4770
SUNSHINE STATE ONE CALL CENTER
CALL
TOLL FREE
MARK SERVICE PIPE SIZE BURIED PIPE BURIED FITTINGS
MATERIAL CLASS LINING MATERIAL LINING
SS SANITARY SEWER LESS THAN 15"PVC SDR 26 NA PVC NA
MAINTENANCE OF TRAFFIC REQUIREMENTS
PIPE MATERIAL SCHEDULE
FM FORCE MAIN LESS THAN 15"PVC C900 DR18 NA DIP EPOXY PROTECTO 401
PW WATER SERVICE LESS THAN 4"PVC SCH 80 NA PVC NA
WM WATER MAIN 4" - 12"PVC C900 DR18 NA DIP CEMENT MORTAR (NSF 61)
TEST PRESSURE PSI
AIR TESTING PER SECTION 15064
100
150
150
NOTE: DISCHARGE PIPING AND FITTINGS (ABOVE GRADE AND WITHIN WET WELL) SHALL BE SCHEDULE 40 STAINLESS STEEL. SEE SPECIFICATION 15065 TEST PRESSURE.
SHEET
NO.SHEET TITLE
GENERAL
--COVER
G-001 GENERAL NOTES AND DRAWING INDEX
G-002 LEGEND AND ABBREVIATIONS
CIVIL
C-101 LS NO. 6 - DEMOLITION PLAN
C-102 LS NO. 6 - PROPOSED SITE PLAN
C-103 LS NO. 6 - PROPOSED GRAVITY SEWER & WATER MAIN
IMPROVEMENTS
C-104 LS NO. 7 - DEMOLITION PLAN
C-105 LS NO. 7 - PROPOSED GRAVITY SEWER
C-106 LS NO. 7 - PROPOSED SITE PLAN
C-501 DETAILS
C-502 DETAILS
C-503 DETAILS
MECHANICAL
D-101 LS NO. 6 - LIFT STATION PLAN & SECTION
D-102 LS NO. 7 - LIFT STATION PLAN & SECTION
ELECTRICAL
E-100 ELECTRICAL LEGEND
E-101 LS NO. 6 DEMOLITION SITE PLAN
E-102 LS NO. 7 DEMOLITION SITE PLAN
E-103 LS NO. 6 ELECTRICAL PLAN
E-104 LS NO. 7 ELECTRICAL PLAN
E-201 ELECTRICAL RISERS
E-301 CONTROL PANEL LAYOUT
E-302 LS NO. 6 CONTROL PANEL WIRING DIAGRAM
E-303 LS NO. 7 CONTROL PANEL WIRING DIAGRAM
E-401 ELECTRICAL DETAILS
SECTION REFERENCE
X
X-XX
A
AAP ALARM ANNUNCIATOR PANEL
AARV AUTOMATIC AIR RELEASE
VALVE
AAV AUTOMATIC AIR VENT
AB ANCHOR BOLT
ABAN ABANDON(ED)
ABRSV ABRASIVE
ABS ACRYLONITRILE BUTADIENE
STYRENE
ABV ABOVE
AC ALTERNATING CURRENT
ACCMP ASPHALT-COATED
CORRUGATED METAL PIPE
ACP ASBESTOS CEMENT PIPE
ADDM ADDENDUM
ADH ADHESIVE
AFF ABOVE FINISHED FLOOR
AFG ABOVE FINISHED GRADE
AFS ABOVE FINISHED SLAB
AHD AHEAD
AL ALUMINUM
ALT ALTERNATE
AMP AMPERE
AMT AMOUNT
APRX APPROXIMATE(LY)
ARCH ARCHITECT(URAL)
AS ALUM SOLUTION
ASPH ASPHALT
ASSY ASSEMBLY
AVE AVENUE
A/C AIR CONDITIONING
A/VV AIR/VACUUM AIR VALVE
B
BAF BAFFLE
BCV BALL CHECK VALVE
BF BLIND FLANGE
BFV BUTTERFLY VALVE
BHP BRAKE HORSEPOWER
BI BLACK IRON
BITUM BITUMINOUS OR BITUMASTIC
B/L BASELINE
BLDG BUILDING
BLK BLOCK
BM BENCH MARK
BOC BACK OF CURB
BOT BOTTOM
BP BASE PLATE
BRG BEARING
BSP BLACK STEEL PIPE
BV BALL VALVE
BW BOTH WAYS
BWW BACKWASH WATER
C
CAP CAPACITY
CA COMPRESSED AIR
CAV COMBINATION AIR VALVE
CB CATCH BASIN
CCC CHLORINE CONTACT CHAMBER
CE CHLORINATED EFFLUENT
CFM CUBIC FEET PER MINUTE
CFS CUBIC FEET PER SECOND
CV CHECK VALVE
CI CAST IRON
CIP CAST IRON PIPE
CISP CAST IRON SOIL PIPE
CJ CONSTRUCTION JOINT
CKT CIRCUIT
C/L CENTER LINE
CL2 CHLORINE GAS
CLF CHAIN LINK FENCE
CLR CLEAR OR CLEARANCE
CLVT CULVERT
CMP CORRUGATED METAL PIPE
CMPA CORRUGATED METAL PIPE
ARCH
CMU CONCRETE MASONRY UNIT
CND CONDUIT
CNR CORNER
CO CLEAN OUT
CO2 CARBON DIOXIDE
COAG COAGULANT
COL COLUMN
COM COMMON
CONC CONCRETE
CONN CONNECTION
CONSTR CONSTRUCT(ION)
CONT CONTINUOUS
CONTR CONTRACT(OR)
COORD COORDINATE
CO COMPANY
CP CONCRETE PIPE
CPA CONCRETE PIPE ARCH
CPLG COUPLING
CPVC CHLORINATED POLYVINYL
CHLORIDE
CR CONCENTRIC REDUCER
CS CHLORINE SOLUTION
CSG CASING
CTV CABLE TELEVISION
CY CUBIC YARD
CYL CYLINDER
C&G CURB AND GUTTER
C/C CENTER TO CENTER
D
DAT DATUM
DBL DOUBLE
DC DIRECT CURRENT
DEMO DEMOLITION
DEPT DEPARTMENT
DESC DESCRIPTION
DET DETAIL
DF DIESEL FUEL
DI DUCTILE IRON
DIA DIAMETER
DIFF DIFFUSER
DIM DIMENSION
DIP DUCTILE IRON PIPE
DISCH DISCHARGE
DIR DIRECTION
DMH DROP MANHOLE
DN DOWN
DR DRAIN
DV DIAPHRAGM VALVE
DW DRIVEWAY
DWG DRAWING
DWV DRAIN, WASTE, AND VENT
E
E EAST
EA EACH
ECC ECCENTRIC
EF EACH FACE
EFF EFFLUENT
E/L EASEMENT LINE
EL ELEVATION
ELAST ELASTOMERIC
ELEC ELECTRICAL
EMER EMERGENCY
EMC ENCASE(MENT)
ENGR ENGINEER
EP EDGE OF PAVEMENT
EPDM ETHYLENE PROPYLENE DIENE
MONOMER
EPRF EXPLOSION PROOF
EQUIP EQUIPMENT
ER ECCENTRIC REDUCER
ESTM EASEMENT
EST ESTIMATE(D)
EW EACH WAY
EXC EXCAVATE
EXP EXPANSION
EXST EXISTING
EXST GR EXISTING GRADE
EXT EXTERIOR
EXTN EXTENSION
F
FAB FABRICATE(D)
FCA FLANGED COUPLING ADAPTER
FB FLAT BAR
FCV FLOW-CONTROL VALVE
FD FLOOR DRAIN
FDN FOUNDATION
FE FILTER(ED) EFFLUENT
FHY FIRE HYDRANT
FIG FIGURE
FIN FINISH(ED)
FIN FLR FINISH FLOOR
FIN GR FINISH GRADE
FL FLUORIDE
FLG FLANGE(D)
FLL FLOW LINE
FLTR FILTER
FM FORCE MAIN
FPM FEET PER MINUTE
FPS FEET PER SECOND
FRP FIBERGLASS REINFORCED
PLASTIC
FT FOOT OR FEET
FUT FUTURE
FV FOOT VALVE
FW FINISHED WATER
FWP FACTORY WIRED PANEL
F/F FACE TO FACE
G
GA GAUGE
GAL GALLON(S)
GALV GALVANIZED
GIP GALVANIZED IRON PIPE
GJ GROOVE JOINT
GND GROUND
GPD GALLONS PER DAY
GPH GALLONS PER HOUR
GPM GALLONS PER MINUTE
GPS GALLONS PER SECOND
GR GRADE
GRTG GRATING
GS GALVANIZED STEEL
GSP GALVANIZED STEEL PIPE
GSR GROUND STORAGE RESERVOIR
GST GROUND STORAGE TANK
GT GROUT
GV GATE VALVE
H
HB HOSE BIBB
HD HEAVY-DUTY
HDPE HIGH-DENSITY POLYETHYLENE
HDR HYDRAULIC
HFA HYDROFLUOSILICIC ACID
HGR HANGER
HGT HEIGHT
HNDRL HAND RAIL
HOA HAND-OFF-AUTO
HORIZ HORIZONTAL
HP HORSEPOWER
HPA HIGH PRESSURE AIR
HR HOUR
HVAC HEATING, VENTILATION, AND AIR
CONDITIONING
HWL HIGH WATER LEVEL
HWY HIGHWAY
HZ HERTZ
I
ID INSIDE DIAMETER
IN INCH(ES)
INF INFLUENT
INT INTERSECTION
INTR INTERIOR
INV INVERT
IP IRON PIPE
IPS INTERNATIONAL PIPE
STANDARD
IR INTERNAL RECYCLE
IW IRRIGATION WATER
J
JB JUNCTION BOX
JT JOINT
K
K KIP (1,000 LB)
KPL KICK PLATE
KV KILOVOLT
KVA KILOVOLT-AMPERE
KW KILOWATT
KWH KILOWATT-HOUR
L
L LEFT
LAB LABORATORY
LAM LAMINATE OR LAMINATION
LATL LATERAL
LAV LAVATORY
LEN LENGTH
LB POUND(S)
LF LINEAR FEET
LP LIGHT POLE
LS LIME SLURRY
LSS LIME STABILIZED SLUDGE
LVR LOUVER
LWL LOW WATER LEVEL
M
M METER
MAINT MAINTAIN OR MAINTENANCE
MAN MANUAL(LY)
MAS MASONRY
MATL MATERIAL
MAX MAXIMUM
MCC MOTOR CONTROL CENTER
ME MITERED END
MECH MECHANICAL
MEG MATCH EXISTING GRADE
MFR MANUFACTURE(R)
MG MILLION GALLONS
MGD MILLION GALLONS PER DAY
MH MANHOLE
MI MILE(S)
MIN MINIMUM, MINUTE(S)
MISC MISCELLANEOUS
MJ MECHANICAL JOINT
ML MIXED LIQUOR
MO MASONRY OPENING
MON MONUMENT
MPH MILES PER HOUR
MPT MALE PIPE THREAD
MS MOTOR STARTER
MSP MOTOR STARTER PANEL
MTD MOUNTED
MV MOTORIZED VALVE
MW MANWAY
MWL MEAN WATER LEVEL
MWP MAXIMUM WORKING PRESSURE
N
N NORTH
NaOCl SODIUM HYPOCHLORITE
NE NORTHEAST
NIC NOT IN CONTRACT
NO NUMBER
NOM NOMINAL
NPF NATIONAL PIPE THREAD
NPT NATIONAL PIPE TAPER
(THREAD)
NPW NON-POTABLE WATER
NRS NON-RISING SYSTEM
NTS NOT TO SCALE
NW NORTHWEST
N/A NOT APPLICABLE
O
O2 OXYGEN
OC ON CENTER
OD OUTSIDE DIAMETER
ODP OPEN DRIP PROOF
OF OUTSIDE FACE
OH OVER HEAD
OHW OVER HEAD WIRE
OPP OPPOSITE
OPT OPTIONAL
OR OFFICIAL RECORDS
OSY OUTSIDE SCREW AND YOKE
O&M OPERATION AND MAINTENANCE
P
PA PROCESS AIR
PC POINT OF CURVE
PCM PERMANENT CONTROL
MONUMENT
PE PLAIN END
PG PRESSURE GAGE
PI POINT OF INTERSECTION
PL PLATE
P/L PROPERTY LINE
PNV PINCH VALVE
POB POINT OF BEGINNING
POJ PUSH-ON JOINT
POL POLYMER
PP POWER POLE
PPD POUNDS PER DAY
PPM PARTS PER MILLION
PREFAB PREFABRICATED
PRESS PRESSURE
PRV PRESSURE REDUCING VALVE
PRW PROCESS WATER
PSF POUNDS PER SQUARE FOOT
PSI POUNDS PER SQUARE INCH
PSIA POUNDS PER SQUARE INCH
ABSOLUTE
PSIG POUNDS PER SQUARE INCH
GAGE
PT POINT OF TANGENCY
PV PLUG VALVE
PVC POLYVINYL CHLORIDE
PVMT PAVEMENT
PW POTABLE WATER
PWR POWER
Q
Q FLOW
QTY QUANTITY
R
RAD RADIUS
RAS RETURN ACTIVATED SLUDGE
RC REINFORCED CONCRETE
RCB REINFORCED CONCRETE BOX
RCP REINFORCED CONCRETE PIPE
RCPA REINFORCED CONCRETE PIPE
ARCH
RD ROAD
RDCR REDUCER
REBAR REINFORCING STEEL
REF REFERENCE
REINF REINFORCE(D)(ING)(MENT)
REM REMOVE(ABLE)
REQ'D REQUIRED
RF RAISED FACE
RJ RESTRAINED JOINT
RM ROOM
RPBP REDUCED PRESSURE
BACKFLOW PREVENTER
RPM REVOLUTIONS PER MINUTE
RR RAILROAD
RT RIGHT
RVT RIVETED
RW REUSE WATER
RWW RAW WASTEWATER
R/W RIGHT-OF-WAY
S
S SOUTH
SA SAMPLE LINE
SAN SANITARY
SCHED SCHEDULE
SD STORM DRAIN
SE SOUTHEAST
SECT SECTION
SEFF SECONDARY EFFLUENT
SF SQUARE FOOT OR FEET
SHT SHEET(ED)(ING)
SIG SIGNAL
SIM SIMILAR
SL SLUDGE
SLV SLEEVE
SM SHEET METAL
SOLN SOLUTION
SP SOIL PIPE, SPACE(ING)
SPEC SPECIFICATION
SPRT SUPPORT
SQ SQUARE
SS SANITARY SEWER
SSE SUBSTANDARD EFFLUENT
SST STAINLESS STEEL
ST STREET
STA STATION
STD STANDARD
STK STAKE
STL STEEL
STR STRAIGHT
STRUCT STRUCTURAL
SURF SURFACE
SV SOLENOID VALVE
SVCE SERVICE
SVW SERVICE WATER
SW SOUTHWEST
SWD SIDEWATER DEPTH
SWSH SURFACE WASH
SYM SYMBOL
SYMM SYMMETRICAL
S/W SIDEWALK
T
TAN TANGENT
TB TOP OF BEAM
TBM TEMPORARY BENCH MARK
TB-xx TEST BORING-xx (e.g. TB-1)
TD TRENCH DRAIN
TDH TOTAL DYNAMIC HEAD
TE TOTALLY ENCLOSED
TEFC TOTALLY ENCLOSED FAN
COOLED
TEL TELEPHONE
TENV TOTALLY ENCLOSED
NON-VENTILATED
THD THREAD(ED)
THK THICK(NESS)
TLM TELEMETRY
TOB TOP OF BANK
TOC TOP OF CURB
TOS TOE OF SLOPE
TOT TOTAL
TP TELEPHONE POLE
TS THICKENED SLUDGE
TV TELEVISION
TYP TYPICAL
T&B TOP AND BOTTOM
U
UD UNDERDRAIN
UG UNDERGROUND
ULT ULTIMATE
UN UNION
UON UNLESS OTHERWISE NOTED
UGE UNDERGROUND ELECTRIC
UTC UNDERGROUND TELEPHONE
CABLE
UTIL UTILITY
V
V VOLT(S)
VAC VACUUM
VAR VARIES
VC VERTICAL CURVE
VCP VITRIFIED CLAY PIPE
VEL VELOCITY
VERT VERTICAL
VFD VARIABLE FREQUENCY DRIVE
VOL VOLUME
W
W WATT, WEST
WAS WASTE ACTIVATED SLUDGE
WCO WALL CLEAN OUT
WF WIDE FLANGE
WH WALL HYDRANT
WL WATER LINE
WM WATER MAIN
WP WATER PROOF(ING), WORKING
POINT
WPR WORKING PRESSURE
WS WATER SURFACE
WSP WELDED STEEL PIPE
WT WEIGHT
WTP WATER TREATMENT PLANT
WW WASH WATER
WWF WELDED WIRE FABRIC
WWM WELDED WIRE MESH
WWTP WASTEWATER TREATMENT
PLANT
W/WITH
W/O WITHOUT
X
XFER TRANSFER
Y
YD YARD(S)
YH YARD HYDRANT
YR YEAR(S) YR
REFERENCE SYMBOLS
LIST OF STANDARD ABBREVIATIONS
HATCHING LEGEND MECHANICAL/DRAFTING LEGEND
PIPING LEGEND
DENOTES SECTION
LETTER IDENTIFICATION
DENOTES DRAWING NO
WHERE SECTION IS LOCATED
DETAIL REFERENCE
X
X-XX
DENOTES DRAWING NO
WHERE DETAIL IS LOCATED
DENOTES DETAIL NUMBER
IDENTIFICATION
SECTION TITLE DETAIL TITLE
SECTIONX
_SCALE:
DETAILX
_SCALE:
DENOTES DRAWING NO
WHERE SECTION IS LOCATED
DENOTES SECTION
LETTER IDENTIFICATION
DENOTES DRAWING NO
WHERE DETAIL IS LOCATED
DENOTES DETAIL NUMBER
IDENTIFICATION
ASPHALT OR CONCRETE
SURFACE (SIDEWALK OR
ROADWAY)
ROADWAY/SIDEWALK
OPEN CUT RESURFACE
SODDED OR SEEDED AND
MULCHED AREA OR
EXISTING WETLAND
EARTH
EXISTING PIPES,
STRUCTURES, EQUIPMENT
TO BE REMOVED
CAST-IN-PLACE
CONCRETE GRATING
ALUMINUM
GRAVEL ROAD
CONCRETE UNIT
MASONRY (PLAN)
GROUT
PRECAST CONCRETE
PHANTOM LINE
HIDDEN LINE
VISIBLE LINE
CENTER LINE
BREAK LINE
DIMENSION LINES AND LEADERS
EXISTING PROPOSED
N/A N/A
MATCHLINE
1 3/32"NOTE
FITTING/
APPURTENANCE
BEND
TEE
WYE
REDUCER
CAP/
BLIND FLANGE
PLUG
BUTTERFLY
VALVE
BALL VALVE
CHECK VALVE
GATE VALVE
PLUG VALVE
AUTOMATIC
CONTROL VALVE
PINCH VALVE
FLANGED
SINGLE-LINE DOUBLE-LINE
EXISTING PROPOSEDPROPOSEDEXISTING
MECHANICAL JOINT
SINGLE-LINE DOUBLE-LINE
EXISTING PROPOSEDPROPOSEDEXISTING
GROOVE JOINT
SINGLE-LINE DOUBLE-LINE
EXISTING PROPOSEDPROPOSEDEXISTING
SOLVENT WELD
SINGLE-LINE DOUBLE-LINE
EXISTING PROPOSEDPROPOSEDEXISTING
N/A N/A N/A N/A N/A N/A
N/A N/A
N/A N/A
N/A N/A
N/A N/A
N/A N/A
N/A N/A
N/A N/A
N/A N/A
N/A N/A
N/A N/A N/A N/A N/A N/A
N/AN/AN/AN/A
CIVIL LEGEND
STORM SEWER
SANITARY SEWER
WATERMAIN
o o o o o o o o o o o o o o o o o o o GUARD RAIL
xx xx xx xx STEEL FENCE
x x x x WOOD FENCE
EMBANKMENT
MONITORING WELL
HYDRANT
POWER POLE
UTILITY POLE
SEWER MANHOLE
SEWER VALVE
MANHOLE
MONUMENT
TREE - EVERGREEN
TREE - PALM TREE
FLARED END - RCP
STORM MANHOLE
WATER METER
WATER VALVE
WATER WELL
MW-X
FH
CO
SS
SV
MH-??
SD
WM
WV
WELL
LIGHT POLE
SEWER CLEANOUT
STORM CULVERT END
SPOT ELEVATION
XXXX.XX
TREE - DECIDUOUS
EASEMENT
PROPERTY LINE
R/W RIGHT OF WAY LINE (R-O-W)
LIMITS OF CONTRUCTION
PROPOSED CONTOUR MAJOR130
129 PROPOSED CONTOUR MINOR
(LABEL OPTIONAL)
SANITARY SEWER
(FORCE MAIN)
VEGETATION
SS
SD
FM
W
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VERT. 1" = 4'
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C-106LS NO. 7PROPOSED SITE PLAN
DETAIL1
-SCALE: N.T.S.
NOTES:
1.SURFACE AND BASE CUTS SHALL BE SAW-CUT.
2.LONGITUDINAL OR DIAGONAL CUTS REQUIRE OVERLAY/RESURFACING COMPLETE WIDTH
OF ROAD.
3.CUTS AT INTERSECTIONS REQUIRE COMPLETE OVERLAY/RESURFACING TO END OF ALL
RETURN RADS AND/OR 10'FT. BEYOND CUT, WHICH EVER IS GREATER.
4.CUTS THROUGH TURNOUTS AND CUL-DE-SACS REQUIRE COMPLETE OVERLAY/
RESURFACING.
5.COMPACTION OF FINAL BACKFILL SHALL BE 98% OF AASHTO T-180; COMPACTION AROUND
PIPE SHALL BE 95%, EXCEPT AS OTHERWISE REQUIRED BY PERMITTING AUTHORITY.
6.TAPE CONTINUOUS BLUE COATED 14 GAUGE UF SOLID (FOR WATER) AND GREEN 12
GAUGE STRANDED (FOR SEWER) INSULATED COPPER WIRE, BELOW THE SPRING LINE OF
THE PIPE. TERMINATE THESE LOCATOR WIRES AT TOP OF EACH VALVE PAD AND
HYDRANT W/12" EXTRA WIRE. JOINT SEAL MUST BE KEARNEY AQUASEAL, BISHOP OR
APPROVED EQUAL.
7.PLACE PRINTED WARNING TAPE 24" ABOVE PIPE.
UNDISTURBED SOIL OR
COMPACTED BEDDING
PROPOSED UTILITY PIPE
TRENCH WALL (TYP.)
EXISTING
CONCRETE
LOCATOR WIRE (SEE NOTE 6)
WARNING TAPE (SEE NOTE 7)
ASPHALT RESTORATION
NEW BASE
4" MIN.1 1/2" MINIMUM SURFACE
REPLACEMENT. MATCH
EXISTING DEPTH
BASE JOINT
EXISTING BASE
5'-0" MIN.
REPLACEMENT
CONCRETE W/ 6X6
W.W.F. (MONOLITHIC
POUR)
EXISTING
ASPHALT
SURFACE JOINT
CONCRETE RESTORATION
W/2 + 2'-0"
6"
W.W.F.
1'-6"
2'-0" MIN.8" MIN.2TTW-TRENCH WIDTH
DETAIL3
SCALE: N.T.S.-
OPEN CUT DETAIL
DETAIL2
SCALE: N.T.S.-
PIPE BEDDING AND TRENCHING DETAILSILT FENCE (FDOT INDEX 102)
SILT FENCE PROTECTION IN DITCHES
WITH INTERMITTENT FLOW
SILT FENCE PROTECTION AROUND
DITCH BOTTOM INLETS
SECTION
STORMWATER
RUNOFF
SILT FENCE
W
A
T
E
R
C
O
U
R
S
E
SILT FENCE
SILT F
L
O
W
A
POST OPTIONS: TYPE III
SOFTWOOD 2-1/2" DIA.
SOFTWOOD 2"X4"
HARDWOOD 1-1/2" DIA.
STEEL 1.33LBS/FT MIN.
POST OPTIONS: TYPE IV
SOFTWOOD 4" DIA.
SOFTWOOD 4"X4"
HARDWOOD 3" DIA.
STEEL 1.33LBS/FT MIN.
OPTIONAL POST
POSITIONS
FILTER
FABRIC
PRINCIPLE POST
POSITION
&$17('
TOWARD FLOW)VERTICALB12" MIN.8"CELEVATION
FILTER FABRIC (IN
CONFORMANCE
WITH SEC. 985 FDOT
SPEC.)
SILT FLOW
NOTES FOR SILT FENCES
1.TYPE III SILT FENCE TO BE USED AT MOST
LOCATIONS. WHERE USED IN DITCHES, THE
SPACING FOR TYPE III SILT FENCE SHALL BE IN
ACCORDANCE WITH CHART I, SHEET I.
2.TYPE IV SILT FENCE TO BE USED WHERE LARGE
SEDIMENT LOADS ARE ANTICIPATED. SUGGESTED
USE IS WHERE FILL SLOPE IS 1:2 OR STEEPER AND
LENGTH OF SLOPE EXCEEDS 25 FEET. AVOID
WHERE THE DETAINED WATER MAY BACK INTO
TRAVEL LANES OR OFF THE RIGHT OF WAY.
3.DO NOT CONSTRUCT SILT FENCES ACROSS
PERMANENT FLOWING WATERCOURSES. SILT
FENCES ARE TO BE UPLAND LOCATIONS AND
TURBIDITY BARRIERS USED AT PERMANENT
BODIES OF WATER.
4.WHERE USED AS SLOPE PROTECTION, SILT FENCE
IS TO BE CONSTRUCTED ON 0% LONGITUDINAL
GRADE TO AVOID CHANNELIZING RUNOFF ALONG
THE LENGTH OF THE FENCE.
5.SILT FENCE TO BE PAID UNDER THE CONTRACT
UNIT PRICE FOR STACKED SILT FENCE, (LF).
TYPE III TYPE IV
A 6' MAX.10' MAX
B 3' OR MORE 5' OR MORE
C 15"-18"33"
D 12" MIN.18" MIN.PAVEMENTEXIST. EDGESAW CUTEXISTING PAVEMENT
TO REMAIN IN PLACE
1' EXISTING
SURFACE COURSE
TO BE REMOVED
PROPOSED PAVEMENT
PROPOSED
ACSC
EXISTING
PAVEMENT
PROPOSED
SUBGRADE
PROPOSED
BASE
SAW CUT
DETAIL5
SCALE: N.T.S.-
UNDOWELED CONTRACTION (CONTROL) JOINT
NOTES:
1.CRACK CONTROL (CONTRACTION) JOINTS @ 10' O.C. UNLESS OTHERWISE NOTED.
2.EXPANSION JOINTS TO BE 1/2" WITH PRE-MOLDED JOINT FILLER MATERIAL.
3.CONTRACTOR TO CONSTRUCT CONTRACTION JOINTS INTO PANELS THAT ARE
APPROX. 10' SQUARE. WHEN THIS IS NOT POSSIBLE, RECTANGULAR PANELS CAN BE
USED IF THE LONG DIMENSION IS NO MORE THAN 1.25 TIMES THE SHORT DIMENSION.
D
12" COMPACTED SUBGRADE LBR 40
3000 PSI
CONCRETE
JOINT FILLER
D/4
1/4
CONCRETE PAVING
DETAIL6
SCALE: N.T.S.-
NOTES:
1. TRUSS BARS ARE REQUIRED FOR EACH GATE SECTION AND THE
FIRST SPAN ON EACH SIDE OF A CORNER POST ONLY.
2. PROVIDE CHAIN AND LOCK FOR SECURING GATE.
3.FENCING AND GATE SHALL BE GREEN, VINYL CLAD.
FENCE DETAIL
DOUBLE SWING GATE DETAIL
#9 GALV CLIPS
2'-MAX SPACING
POST CAP
POST
CORNER
FINISHED
GRADE
STRETCHER BARS
FABRIC 3/8" ROUND
TRUSS BARS
(SEE NOTE 1)
TURNBUCKLE
#9 TIE WIRES
12" OC
LINE POST
TENSION
WIRE
2500 PSI
CONCRETE
GATE
POST GATE
CORNER
3/8" ADJ
TRUSS RODS
GATE
FRAME
GATE
POST
CENTER STOP
12" X 12" X 12"
(SEE NOTE 2)
2500 PSI
CONCRETE 36"10'-0" TO CENTER (MAX)
TOP RAIL
36"6"
12"6'-0"2"
FABRIC
12' 0"12' 0"
12"
6"
6"
12"FINISHED GRADE
PAVEMENT
CHAIN LINK FENCE AND GATE
DETAIL4
-SCALE: N.T.S.
WALL PENETRATION - CONCRETE (SMALL DIAMETER)
CONCRETE WALL
PIPE SIZES UP
TO 4 INCHES ANNULAR
SPACE
1" MIN ALL
AROUND (UON)
PACK TIGHT LAYERS
OF EXPANDED
POLYETHYLENE OR
POLYURETHANE
ROPE-TYPE FILLER
CORE DRILL
CONCRETE
APPLY 1" DEPTH OF
GUN GRADE
ELASTOMERIC SEALANT
IN ANNULAR SPACE,
BOTH SIDES OF WALL
DETAIL7
SCALE: N.T.S.-
PIPE BEDDING & TRENCHING DETAIL
UNDERCUT TRENCH
TRENCHING, PIPE BEDDING, BACKFILLING & COMPACTING
(SEE NOTE 2)
FOUNDATION,
PIPE BELL
(TYPICAL)
VERTICAL TRENCH WALLS
SPRINGLINE OF PIPE
IF REQUIRED
NOTES:
BACKFILL
NON-UNDERCUT TRENCH
TYPICAL DETAIL-OPEN CUT
SUBGRADE
Bd
Bc
(SEE NOTE 1)12"COVER MATERIAL
6" SELECT COMMON
HAUNCHING
SUBGRADE
(Bc x 0.50)
ANGLE TO MEET THE
REQUIREMENTS OF THE
FLORIDA TRENCH SAFETY
ACT.
COMMON FILL
SELECT COMMON FILL
FILL BEDDING
1.DIMENSION Bc = PIPE O.D.
DIMENSION Bd = TRENCH WIDTH AT TOP OF PIPE
MAXIMUM Bd = Bc + 30"
MINIMUM Bd = MAXIMUM DIMENSION OF BELL + 8" (UNSHEETED TRENCH)
= MINIMUM DIMENSION OF BELL + 12" (SHEETED TRENCH)
2.REMOVE UNSUITABLE OR UNSTABLE MATERIAL, AS DETERMINED BY CITY OR ENGINEER,
ENCOUNTERED BELOW THE TRENCH BOTTOM, AS REQUIRED TO PRODUCE A SUITABLE FOUNDATION.
FURNISH, PLACE AND COMPACT FOUNDATION AS SPECIFIED.
3.FURNISH, PLACE AND COMPACT BEDDING, HAUNCHING, COVER MATERIAL AND BACKFILL AS SPECIFIED.
4.PIPE BEDDING: SELECT COMMON FILL COMPACTED TO 95% OF MAXIMUM DENSITY AS PER AASHTO T-80.
5.TRENCH BACKFILL (NON-ROADWAY): COMMON FILL COMPACTED TO 95% OF MAXIMUM DENSITY AS PER
AASHTO T-180.
6.USE OF SELECT COMMON FILL BEDDING TO BE DETERMINED IN FIELD BY CITY OR ENGINEER.
7.REFER TO SPECIFICATIONS, SECTION 02200, FOR DESCRIPTION OF SELECT COMMON FILL, COMMON
FILL, AND BEDDING ROCK MATERIAL.
8.WHEN UNSUITABLE MATERIAL IS ENCOUNTERED THE CONTRACTOR TO REMOVE, CARRY EXCAVATION
DEEPER AND REPLACE EXCAVATED MATERIAL WITH BEDDING ROCK TO AN ELEVATION EQUIVALENT TO
6" BELOW PIPE BEDDING ELEVATION.
(SEE NOTE 8)
2.5" COVER
6"
6" CRUSHED
CONCRETE
FINES (LBR100)
#4 @ 12" O.C. EW www.tetratech.comMARKDATEDESCRIPTIONBY1/20/2015 12:01:57 PM - \\IERS181FS1\PROJECTS\IER\52528\200-52528-14001\CAD\SHEETFILES\C-501 DETAILS.DWG - BURDIEL, NAPOLEON1
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Bar Measures 1 inch Copyright: Tetra TechLIFT STATION NO. 6 AND 7 IMPROVEMENTS201 EAST PINE STREET, SUITE 1000ORLANDO, FLORIDA 32801PHONE: (407) 839-3955 FAX: (407) 839-3790Engineering Business No. 2429Michael B. Saxton, P.E.P.E. No. 71506, FL201 East Pine Street, Suite 1000Orlando, Florida 32801Engineering Business No. 2429 ________________________ DATE ______________C-501DETAILS
DETAIL2
-SCALE: N.T.S.
DETAIL4
-SCALE: N.T.S.DETAIL1
-SCALE: N.T.S.
NOTES:
1.CLEANOUT SHALL BE INSTALLED BY THE CONTRACTOR IN ACCORDANCE WITH
STANDARD PLUMBING CODE.
2.INVERT OF SERVICE LATERAL SHALL NOT ENTER SEWER MAIN BELOW SPRING LINE.
3.:<(6$1'%(1'66+$//%(39& 6'5
FINISHED GRADE
DOUBLE WYE
DOUBLE
LATERAL
PLUMBER TO ADJUST TO
FINISHED GRADE
LOT LINE
CLEAN-OUT
SEE NOTE 1
R/W LINEPLUG
WYE WITH 6"
BRANCH
%(1'R/W6" 45's
6" LATERAL
TERMINAL DEPTH AS
REQUIRED FOR "HOUSE"
SERVICE (3' MIN.) - TYP. 4'
MAXIMUM DEPTH
527$7(
(TYP.)(SEE NOTE 2)
SINGLE
LATERAL
VARIES
PLAN
SLOPE TO TERMINAL
DEPTH AT 1.0% MIN.
(TYP.)
PROFILE
CLEAN-OUT (TYP.)
SEE NOTE 1
WYE WITH 6"
BRANCHR/W LINE
BEND
WYE WITH 6"
BRANCH
SEWER MAIN
SIZE VARIES
R/WVARIES
18"DETAIL3
-SCALE: N.T.S.
PVC
PVC
TEE
GRAVITY OUTSIDE DROP CONNECTION (NEW MANHOLE)
NOTES:
1.DROP PIPE AND FITTINGS SHALL BE OF EQUAL SIZE AND MATERIAL AS THE INFLUENT SEWER.
2.AN OUTSIDE DROP CONNECTION SHALL BE REQUIRED FOR ALL INFLUENT LINES WHICH HAVE AN INVERT 2' OR MORE ABOVE THE
MANHOLE INVERT.
3.CONTRACTOR TO COORDINATE THE PRESENCE OF UTILITIES INSPECTOR DURING CORING AND CONNECTIONS TO EXISTING
MANHOLES.
PRECAST MANHOLE WALL
INLET CONNECTION AT INVERT
CONCRETE ENCASEMENT
OF VERTICAL PIPE
DROP PIPE
(SEE NOTE 1)
%(1'
2"
INFLUENT SEWER
(SEE NOTE 2)
PRECAST
MANHOLE
WALL
STAINLESS STEEL BAND
RESILIENT CONNECTOR
STAINLESS STEEL PIPE CLAMP
PRECAST
MANHOLE
WALL
CAST IN-PLACE
SEAL
STANDARD CONNECTION
PVC PLUG WITH TOP HALF
AREA OPEN
GRAVITY OUTSIDE DROP CONNECTION (EXISTING MANHOLE)
NEW AND EXISTING MANHOLES NEW MANHOLES ONLY
GRAVITY MANHOLE CONNECTION
6"
MIN
6" MIN
6" MIN
6"
MIN
+22.$72&(:
NOTES:
1. DROP CONNECTIONS ARE REQUIRED WHENEVER INVERT OF INFLUENT SEWER IS 24" OR MORE
ABOVE THE INVERT OF THE MANHOLE. SEE MANHOLE CONNECTION DETAILS. ALL DROPS TO BE
OUTSIDE OF THE MANHOLE.
2. E-Z RAPP OUTSIDE ALL JOINTS
3. GROUT WITH NON-SHRINKING GROUT INSIDE JOINTS
4. NO CONES OVER 3 FT. TALL
5. ALL PRECAST CONCRETE SHALL BE COATED INSIDE AND OUTSIDE PER SPECIFICATION 03480.
SECTION
INSIDE WALL
MANHOLE FRAME & COVER (SEE
STANDARD DETAIL)
1 COURSE OF BRICK (MIN.)
4 COURSES (MAX.)
PRE-PRIMED
JOINT SURFACES
COMPLETED
JOINT WITH
SQUEEZE-OUPRECAST MONOLITHIC
BASE
SET COVERS FLUSH IN
PAVED AREAS & AT
ELEVATIIONS SHOWN IN
UNPAVED AREAS.
BENCHING PER
SPECIFICATIONS
CAST-IN-PLACE
CONCRETE BASE
BITUMASTIC COATINGS
PER SPECIFICATIONS
PLAN
BEDDING ROCK
CRUSHED CONCRETE
3/8" FINES
PRECAST SANITARY MANHOLE
GROOVE & O-RING
25 3/4"
24"
35 1/2"
FLAT GASKET 7"RAISED 1 1/2" LETTERS FLUSH
WITH TOP OF COVER
24"
32 1/2"8"TYPE "A" MANHOLE FRAME
AND COVER
TYPE "A" SECTION
TYPE "A" & "B" NON-BOLTED WATERTIGHT RING & COVER US FOUNDRY NO. 227-AS-ORS
(TYPE "A") & NO. 1295-AS-ORS (TYPE "B") OR APPROVED EQUAL.
MANHOLE COVERS SHALL BE LABELED AS SHOWN ABOVE.
TYPE "B" SECTION
TYPE "B" MANHOLE FRAME
AND COVER
25 3/4"
(BUILT UP TYPE)(SLAB TYPE)
NOTES:
MANHOLE FRAME AND COVER SANITARY SEWER SERVICE LATERALGRAVITY MANHOLE CONNECTION
PIPE SUPPORT - ADJUSTABLE STANCHION W/ U-BOLT
DETAIL8
SCALE: NTS
PIPE
SIZE A B C D E
MIN MAX
4 4 4 3/16 7 3 9 1/2 14
6 4 5 7/16 7 3 10 3/4 15 1/4
8 4 6 15/16 7 3 12 1/4 16 3/4
10 4 8 7/16 7 3 13 3/4 18 1/4
12 4 9 15/16 7 3 14 5/8 19 1/8
16 4 11 1/2 7 3 16 13/16 21 5/16
18 6 13 1/2 9 3 1/2 19 1/8 23 5/8
20 6 14 1/2 9 3 1/2 20 1/8 24 5/8
24 6 17 1/2 9 4 23 5/16 27 13/16
NOTES:
1.SCH 40 SST ENTIRE PIPE
SUPPORT AFTER
FABRICATION (STAINLESS
STEEL FASTENING
HARDWARE).
2.SEE PLANS AND
SECTIONS FOR PIPE
GRADE REQUIREMENT
(DIMENSION "E").
3.PROVIDE INSULATION
PROTECTION SHIELD
(GRINNELL FIG 167 OR
EQUAL) WHEN PIPING IS
INSULATED.
PROCESS
PIPE
316 SST U-BOLT
1/4" NEOPRENE PAD
ANVIL FIG 265 PIPE
STANCHION SADDLE
OR EQUAL
SCHEDULE 40 SST
PIPE CUT TO MEET
REQUIRED PIPE
GRADE
1" NON-SHRINK GROUT
1/2" THICK SQUARE
SST PLATE
5/8" SST WEDGE
ANCHORS WITH
LEVELING NUTS
(TYP OF 4)
CONSTRUCT 18"x18"x6" CONC BASE
W/ #4 @ 6" OC, EW IF SUPPORT IS
NOT LOCATED ON AN EXISTING SLAB.C
1"
AEB D
* ALL DIMENSIONS
IN INCHES.5'-0" MAXDETAIL5
-SCALE: N.T.S.
DETAIL6
-SCALE: N.T.S.
DETAIL7
-SCALE: N.T.S.
WALL PENETRATION - LINK SEAL (CORE-DRILLED)SEE TABLE"A"PIPE
SIZE
(IN)
NOMINAL
OPENING
"A" (IN)
1 3
2 4
2-1/2 4
3 5
4 6
6 10
8 12
PIPE
SIZE
(IN)
NOMINAL
OPENING
"A" (IN)
10 14
12 16
14 16
16 18
18 23
20 25
24 29
EXISTING
CONCRETE WALL
PIPE SLEEVE FOR WALL
PENETRATION SEAL
ASSEMBLY BY MFR
PIPE, SEE
PLANS FOR SIZE
LINK-SEAL WALL
PENETRATION SEAL
ASSEMBLY
HOSE BIBBSEWER CLEANOUT
UNDISTURBED SOIL
2'-6" SQ
FINISHED GRADE
CLEANOUT COLLAR
TO BE THREADED
FRAME AND COVER TO
BE MORITZ FOUNDRY,
M-1240; ALHAMBRA
FOUNDRY, A-1240, OR
APPROVED EQUAL
CLASS "A"
CONCRETE COLLAR
EXPANSION JOINT
MATERIAL
%(1' ',30-
%(1'25:<(
(DIP, MJ)
NOTE:
SEE YARD PIPING DWGS
FOR PIPE MATERIAL AND
SIZE
(/%2:PVC TO BRASS
ADAPTER
1" SCH 80 PVC PIPE 1" BRASS
PIPE
SECURE TO
POST WITH
316 SS
STRAPS
ANTI-SIPHON DEVICE
3/4" BRASS HOSE BIB ; (/%2:
1- #4 REBAR
4"X4" PRECAST
CONCRETE POST
1" CURB STOP
ALUMINUM OR 316
SS HOSE HANGER
18" MIN2'-0" MINCOVER24" (TYP)www.tetratech.comMARKDATEDESCRIPTIONBY1/20/2015 12:02:02 PM - \\IERS181FS1\PROJECTS\IER\52528\200-52528-14001\CAD\SHEETFILES\C-501 DETAILS.DWG - BURDIEL, NAPOLEON1
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Bar Measures 1 inch Copyright: Tetra TechLIFT STATION NO. 6 AND 7 IMPROVEMENTS201 EAST PINE STREET, SUITE 1000ORLANDO, FLORIDA 32801PHONE: (407) 839-3955 FAX: (407) 839-3790Engineering Business No. 2429Michael B. Saxton, P.E.P.E. No. 71506, FL201 East Pine Street, Suite 1000Orlando, Florida 32801Engineering Business No. 2429 ________________________ DATE ______________C-502DETAILS
VALVE BOX DETAIL
TYPICAL SERVICE LINE TYPICAL REQUIRED SEPARATION
RESTRAINED JOINT TABLE TAPPING SADDLE AND VALVE LOCATING WIRE DETAIL
JUMPER & METER ASSEMBLY
DETAIL1
-SCALE: N.T.S.
DETAIL2
-SCALE: N.T.S.
DETAIL3
-SCALE: N.T.S.
DETAIL4
-SCALE: N.T.S.
DETAIL5
-SCALE: N.T.S.
DETAIL6
-SCALE: N.T.S.
DETAIL7
-SCALE: N.T.S.www.tetratech.comMARKDATEDESCRIPTIONBY1/20/2015 12:02:14 PM - \\IERS181FS1\PROJECTS\IER\52528\200-52528-14001\CAD\SHEETFILES\C-501 DETAILS.DWG - BURDIEL, NAPOLEON1
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Bar Measures 1 inch Copyright: Tetra TechLIFT STATION NO. 6 AND 7 IMPROVEMENTS201 EAST PINE STREET, SUITE 1000ORLANDO, FLORIDA 32801PHONE: (407) 839-3955 FAX: (407) 839-3790Engineering Business No. 2429Michael B. Saxton, P.E.P.E. No. 71506, FL201 East Pine Street, Suite 1000Orlando, Florida 32801Engineering Business No. 2429 ________________________ DATE ______________C-503DETAILS
DETAIL1
SCALE: N.T.S.
CONCRETE CURB
DETAIL2
SCALE: NTS
DETAIL3
SCALE: NTS
MATCH EXISTING
8" BASE GROUP 4 - MIN LBR 100
(98% DENSITY AASHTO T-180)
MATCH EXISTINGSOD SOD
ASPHALT ROADWAY SECTIONGRAVEL & FILTER FABRIC CONNECTION BETWEEN NEW AND EXISTING PAVEMENT
6" STABILIZED SUB-BASE (LBR>40 98% DENSITY AASHTO T-180)
PRIME COAT
1 1/2 " ASPHALT CONCRETE TYPE S III
DETAIL4
SCALE: NTS
8'-0" WIDE WALKS)
4" (6" FOR 2"
FIN GR
AS SHOWN ON PLANS (TO MATCH EXISTING)2"1'-0"3"OR CUT JOINTS
3/16" X 1" TOOLED
MAX 15'-0" SPACING
FULL DEPTH OF WALK
1/2" EXP JOINT
PLAN
5'-0" MAX5'-0" MAX5'-0" MAX
3/4" RADIUS
NOTE: 2,500 PSI CONC (MIN)
WWF SUPPORTS
TOP SOIL
SECTION
SIDEWALK, CONCRETE
DETAIL6
SCALE: NTS
SIDEWALK
PIPE PLUG (TYP)
NIPPLE
2" GATE VALVE
NIPPLE
2" SCH 40 GSP W/
SST BUG SCREEN
2" AIR RELEASE VALVE
TEE FLG. SEE
PLANS FOR SIZE
TEE W/ TAPPED
FLANGE FOR 2" NPT
AUTOMATIC AIR RELEASE VALVE
DETAIL7
SCALE: NTS
6" X 6" X 6/6 WWF
(2 LAYERS FOR 8'-0" WALKS)
WWF SHALL BE SUPPLIED IN FLATS.
ROLLS ARE NOT ACCEPTABLE
WELL TAMPED OR
UNDISTURBED EARTH
6" FDOT No. 57 STONE
AGGREGATE
BEDDING ROCK LINED
WITH FILTER FABRIC D-2
INDEX No.199 FDOT
EDGE OF
GROUND
4"2"1.00'
LAP1.50'3"CONCRETE CURB
EDGE OF
GROUND
4"2"1.00'
LAP 1.50'
CONCRETE PAVED
CONCRETE DRIVE
WALL
CONCRETE MOUNTING 316 SST EXPANSION
ANCHORS, DIAMETER PER CLAMP MFR
OFFSET 316 SST PIPE CLAMP FM
STAINLESS STEEL FASTENERS
FIG 63 OR EQUAL
12" MAX PIPE DIAMETER
316 SST BOLTS, DIAMETER PER CLAMP MFR
NOTE:
ALL MATERIALS OF CONSTRUCTION
SHALL BE 316 STAINLESS STEEL. ALL
MOUNTING HARDWARE SHALL BE 316
STAINLESS STEEL.
FRP LINER
GROUT
DETAIL5
SCALE: NTS
PIPE SUPPORT - OFFSET WETWELL
PRESSURE GAUGE WITH
TELL-TALE HIGH PRESSURE NEEDLE
SEE NOTES
1/2" 316 SST NIPPLE
FLANGED PRESSURE WAFER1/2" 316 SST BALL VALVE
1/2" 316 SST NIPPLE
316 S/S BUSHING
PROFILE
316 SST W/ BUNA-N DIAPHRAM
PRESSURE SEAL WITH 1/2"
NPT CONNECTIONS (SEE
SPECIFICATIONS)
1.USE 2.5" DIA.S/S LIQUID FILLED WEATHER PROOF (PSI RANGE 0 - 50)
PRESSURE GAUGES FOR PIPE SIZES LESS THAN 4" DIAMETER W/
MAXIMUM POINTER NEEDLE & 1/4" NPT LOWER MOUNT
2.USE 4.5" DIA. S/S LIQUID FILLED WEATHER PROOF PRESSURE
GAUGES FOR PIPE SIZES 4" DIAMETER OR GREATER. W/ MAXIMUM
POINTER NEEDLE & 1/2" NPT LOWER MOUNT.
PRESSURE GAUGE INSTALLATION
DETAIL7
SCALE: NTS www.tetratech.comMARKDATEDESCRIPTIONBY1/20/2015 12:02:30 PM - \\IERS181FS1\PROJECTS\IER\52528\200-52528-14001\CAD\SHEETFILES\C-501 DETAILS.DWG - BURDIEL, NAPOLEON1
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Bar Measures 1 inch Copyright: Tetra TechLIFT STATION NO. 6 AND 7 IMPROVEMENTS201 EAST PINE STREET, SUITE 1000ORLANDO, FLORIDA 32801PHONE: (407) 839-3955 FAX: (407) 839-3790Engineering Business No. 2429Michael B. Saxton, P.E.P.E. No. 71506, FL201 East Pine Street, Suite 1000Orlando, Florida 32801Engineering Business No. 2429 ________________________ DATE ______________C-504DETAILS
A-BOR TH-1
6" DIP STUB
ELEV 7.57
SVFMFMxxxxxxxxxxxxxxxxxxxx
xxxxxxxxxxxx xx xx xx xx xx xx xx
1
'
'WWWWPROP. SS MH 1
TOP 8.40
NW INV. -3.53
W INV. -3.63
S INV. -1.90
9'-6"
8
C502
PROP 6" FM
5'-0"1" DRAINPER MANUFACTURER
REQUIREMENTS
PROP WET WELL W/
NEW PUMP, DISCHARGE
PIPING & TOP SLAB
E INV -3.69
SST PIPE
SUPPORT (TYP)
1/2" EXPANSION JOINT W/
BACKER ROD & SEALANT
6" SLAB OPENING FOR
LEVEL TRANSDUCER
AL SAFETY HATCH 54"x36"
(SEE NOTE 3 THIS SHEET)
PROP ELECTRICAL
CONTROL PANEL
6" MIN. CLEARANCE
ALL SIDES6" MIN.6" MIN.4" 316 SS (SCH40) GOOSNECK
VENT W/ 316 SS SCREEN
PROP 1" PW
14 LF OF 8" PVC SS90 LF
OF
8"
PVC
SS
316 SST FLOAT CABLE
HOLDER (TYP)
HOSE BIBB
BFP
WATER
METER
%(1'
CONNECT TO EXISTING FM
%(1'6
EXISTING PROPERTY
BOUNDARY
EXISTING FM
DOUBLE GATE
1" WATER
SERVICE
1
C-503
7
C-502
CONTRACTOR SHALL
USE EXISTING
EMERGENCY PUMP OUT
DURING CONSTRUCTION
PROP 6" CONC EQUIP PAD
#4 BARS 12 OCEW
PROP 12" PRECAST CONC
TOP SLAB
(SEE NOTE 1 THIS SHEET)
PROP HDPE WET WELL
LINER (SECTION 09920)
36"
WET WELL
ELECTRICAL CONDUIT
TO CONTROL PANEL
PROP POWER CABLE
PROP 316 SST GUIDE RAIL
%(1'6 )/* 7<3
OFFSET PIPE SUPPORT
(316 SST SPACED A MIN 5'-0")
3'-0" MIN
COVER (TYP.)
PUMP MOUNTED ON BASE PLATE, ANCHORED
PER MANUFACTURERS RECOMMENDATIONS
PROP LIFTING CHAIN
(MIN 1/4" SST CHAIN)
3"
%(1' 0-
(ROTATED FOR CLARITY)
7
C-504
7
E-401
12"
18"
FIN FL EL -9.00
T/SLAB EL 7.50
PRECAST MONOLITHIC
BASE (ASTM C478)
12"
MIN
1" DRAIN (PVC)
(SLOPE @ 1% MIN. TO WET WELL)
INV EL -3.69
PROP 8" SS
SLOPE PROP GROUT
AS PER PUMP MFR
RECOMMENDATIONS
HWL EL -3.72
LAG PUMP ON EL -4.22
ALL OFF EL -7.00
INSTALLED BY
CONTRACTOR
AND SET BY CITY
24"
PROP WALL
PENETRATION SEAL
7
C-501
FDOT NO. 57 STONE
6" DIP CHECK VALVE
6" PV (FLG)(TYP)
6" EXPANSION COUPLING W/ 316 SST TIE RODS (FLG)(TYP)FLANGED PRESSURE WAFER W/ PRESSURE GAUGE (TYP)
AIR RELEASE VALVE W/ 2" NPT PROP ELEC CONTROL PANEL
(ROTATED FOR CLARITY)
%(1' 7<3
6" WYE (FLG) (TYP)
2" 316 SST BALL VALVE
4" 316 SS (SCH40) GOOSENECK
VENT W/ 316 SS SCREEN
(ROTATED FOR CLARITY)
1/2" EXPANSION
JOINT W/ BACKER
ROD AND SEALANT
6" SST RESTRAINED FAC W/ 316 SST HARDWARE (TYP)
316 SST FLOAT HANGER
3523
,' 35(&$67
CONC WET WELL (ASTM C478)
6"x6" TEE (FLG)
EPDM KOR-N-SEAL
W/ SST WEDGE
PROP FILTER FABRIC
& 6" FDOT GRANITE
NO. 57 STONE (TYP)
SEALER & HEAT SHRINK SEAL (TYP)
FRP NECK AROUND
HATCH OPENING
TOP SLAB PENETRATION SEAL (TYP)
1" TRUE UNION
6"X4" REDUCER (FLG)
LEAD PUMP ON EL -4.72
PROP AL SAFETY HATCH
PIPE MATERIAL SCHEDULE:
WET WELL -SCHEDULE 40 SST
ABOVE GRADE -SCHEDULE 40 SST
BELOW GRADE -PVC DR-18
4" SST PIPE
6" SST PIPE
6" SST PIPE
6" PAD W / #5AT12" T&B
6
C502
6" SST PIPE (FLG)
6"
FILTER FABRIC LINER
6"
12"
5
C-504
N PLAN VIEW
SCALE: 3/8" = 1'-0"
SECTION VIEW "A"
SCALE: 3/8" = 1'-0"www.tetratech.comMARKDATEDESCRIPTIONBY1/20/2015 12:02:46 PM - \\IERS181FS1\PROJECTS\IER\52528\200-52528-14001\CAD\SHEETFILES\D-101 LS NO.6.DWG - BURDIEL, NAPOLEON1
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Bar Measures 1 inch Copyright: Tetra TechLIFT STATION NO. 6 AND 7 IMPROVEMENTS201 EAST PINE STREET, SUITE 1000ORLANDO, FLORIDA 32801PHONE: (407) 839-3955 FAX: (407) 839-3790Engineering Business No. 2429Michael B. Saxton, P.E.P.E. No. 71506, FL201 East Pine Street, Suite 1000Orlando, Florida 32801Engineering Business No. 2429 ________________________ DATE ______________D-101LS NO. 6LIFT STATIONPLAN & SECTIONNOTES:
1.WET WELL TOP SLAB SHALL HAVE A MINIMUM THICKNESS OF 12"
AND CONFORM TO ASTM C478. THE SLAB SHALL BE DESIGNED
FOR AASHTO H20 LOADING. REINFORCING IN THE SLAB SHALL BE
A MINIMUM OF #5@6" O/C, TOP AND BOTTOM, 2" CLEAR. PROVIDE
(2) #7 BARS ADJACENT TO OPENINGS (FULL LENGTH OF SLAB).
THE CONCRETE SHALL MEET THE MINIMUM COMPRESSIVE
STRENGTH fc=4,000PSI AND THE REINFORCING SHALL MEET A
YIELD STRENGTH Fy=60,00 PSI.
2.EQUIPMENT AND PIPING ROTATED FOR CLARITY.
3.CONTRACTOR SHALL COORDINATE WITH PUMP MANUFACTURER
AND ACCESS HATCH MANUFACTURER FOR FINAL HATCH
DIMENSIONS TO ALLOW ADEQUATE CLEARANCE
(6" MIN.) FOR PUMP REMOVAL.
4.ALL FM PIPING AND APPURTENANCES SHALL BE RESTRAINED.
5.ALL ABOVE GRADE FORCEMAIN AND FORCEMAIN DISCHARGE
PIPING IN WET WELL SHALL BE SCH 40 316 SST.
SUBMERSIBLE PUMP SPECIFICATIONS
Parameter LS No. 6 Pumps
Number of Pumps 2
Pump Type Standard Submersible
Type of Drive Constant Speed
Design Capacity per Pump, GPM/Ft.
TDH 571 / 25
Minimum Shut Off Head, Ft.36
Run Out-Head, Ft.5
Minimum Capacity at Run-Out Head,
gpm 1,400
Minimum Efficiency at Design Capacity 63%
Minimum Size Solids, Passing, In.2.9
Minimum Discharge Size, In.4.0
Minimum Horsepower Per Pump, HP 7.5
Basis of Design Pump MFR & Pump
Model/Impeller
Flygt Model NP 3127
Series / 174 mm
UTUTRWRWUTVUTVUTVIRRIRRIRROEOESSBOR TH 1
4.5" PVC IRR MAIN
GR 4.3'
TOP OF PIPE DEPTH 2.25'
BOR TH 2
2.5" UE 2.05' DEEP
1" UT 3.15' DEEP
GR 4.5'xxxxxxxxxxxxxxxxxxxxxxSS SS1''WFMFMEXISTING MH
TOP 4.38
S INV. -3.42
N INV. -3.47
PROP. SS MH 1
TOP 4.00
W INV. -9.27
E INV. -9.17
EX. S INV. -3.65
9'-6"
PROP 8" FM
14 LF OF 12" PVC SS
5'-0"
2" DRAIN
PER MANUFACTURER
REQUIREMENTS
PROP WET WELL W/ NEW PUMP,
DISCHARGE PIPING & TOP SLAB4" QUICK CONNECT FOR
PUMP-OUT CONNECTION
SST PIPE
SUPPORT (TYP)
316 SST FLOAT CABLE HOLDER (TYP)
1/2" EXPANSION JOINT W/
BACKER ROD & SEALANT
6" SLAB OPENING FOR
LEVEL TRANSDUCER PROP WET WELL
AL SAFETY HATCH 54"x36"
(SEE NOTE 3 THIS SHEET)
PROP ELECTRICAL
CONTROL PANEL
6" MIN. CLEARANCE
ALL SIDES6" MIN.
6" MIN.
4" 316 SS (SCH40) GOOSNECK
VENT W/ 316 SS SCREEN
PROP 1" PW
PROP. SS MH 2
TOP 4.82
W INV. -9.09
N INV. -8.99
37 LF OF 12" PVC SS
PROP BFP
%(1'6
8"X10" WET TAP
LINE STOPPROP 8" FM
PROP
6"X4"
TEE
PROP
6" FM
CONCRETE DRIVE
PROP 1" WATER
SERVICE
CAP
INSTALL VALVE
HORIZONTALLY
CAP
HOSE BIBB
PROP
GRADE
TO EXST
10" FM
PROP HDPE WET WELL LINER (SECTION 09920)
36"
WET WELL
ELECTRICAL CONDUIT
TO CONTROL PANEL
PROP POWER CABLE
PROP 316 SST GUIDE RAIL
%(1' )/* 7<3
OFFSET PIPE SUPPORT
(316 SST SPACED A MIN 5'-0")
3'-0" MIN
PUMP MOUNTED ON BASE PLATE, ANCHORED
PER MANUFACTURERS RECOMMENDATIONS
PROP LIFTING CHAIN
(MIN 1/4" SST CHAIN)
3"
%(1' 0-
(ROTATED FOR CLARITY)
12"
18"
FIN FL EL -15.50
T/SLAB EL 4.00
PRECAST MONOLITHIC BASE (ASTM C478)
12"
MIN
2" DRAIN (PVC)
(SLOPE @ 1% MIN.
TO WET WELL)
INV EL -9.30
PROP 12" SS
SLOPE PROP GROUT
AS PER PUMP MFR
RECOMMENDATIONS
HWL EL -9.79
LAG PUMP ON EL -10.29
ALL OFF EL -13.50
INSTALLED BY
CONTRACTOR
AND SET BY CITY
24"
PROP WALL
PENETRATION
FDOT NO. 57 STONE
6" CV (FLG)(TYP)
6" PV (FLG)(TYP)6" EXPANSION COUPLING W/ 316 SST TIE RODS (FLG)(TYP)
FLANGED PRESSURE WAFER W/ PRESSURE GAUGE (TYP)
AIR RELEASE VALVE W/ 2" NPT PROP ELEC CONTROL PANEL
(ROTATED FOR CLARITY)
%(1' 7<3
6" WYE (FLG) (TYP)
6"x4" TEE (FLG), 4" PV (FLG)(TYP)
PROP AL SAFETY HATCH
PROP 6" CONC EQUIP PAD
WITH #4 BARS 12" OCEW
2" 316 SST BALL VALVE
PROP 12" PRECAST
CONC TOP SLAB
(SEE NOTE 1 THIS SHEET)
4" 316 SS (SCH40) GOOSENECK
VENT W/ 316 SS SCREEN
(ROTATED FOR CLARITY)
1/2" EXPANSION
JOINT W/ BACKER
ROD AND SEALANT
6" RESTRAINED FAC W/ 316 SST HARDWARE (TYP)
316 SST FLOAT HANGER
3523
,' &21&:(7:(// $670&
6"x8" TEE (FLG)
8" STUB-OUT W/
8" VERTICAL PLUG
VALVE. TEMPORARY
BY-PASS AND PIG
LAUNCH PORT.
EPDM KOR-N-SEAL
W/ SST WEDGE
PROP FILTER FABRIC
& 6" FDOT GRANITE
NO. 57 STONE (TYP)
SEALER & HEAT SHRINK SEAL (TYP)
FRP NECK AROUND
HATCH OPENING
TOP SLAB PENETRATION (TYP)
2" TRUE UNION
6"X4" REDUCER (FLG)
LEAD PUMP ON EL
-10.79
6" SST PIPE
6" SST PIPE
4" SST PIPE
%(1' )/* 7<3
6" SST PIPE (FLG)
N PLAN VIEW
SCALE: 3/8" = 1'-0"
A
-
SECTION VIEW "A"
SCALE: 3/8" = 1'-0"
PIPE MATERIAL SCHEDULE:
WET WELL -SCHEDULE 40 SST
ABOVE GRADE -SCHEDULE 40 SST
BELOW GRADE -PVC www.tetratech.comMARKDATEDESCRIPTIONBY1/20/2015 12:03:01 PM - \\IERS181FS1\PROJECTS\IER\52528\200-52528-14001\CAD\SHEETFILES\D-102 LS NO.7.DWG - BURDIEL, NAPOLEON1
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Bar Measures 1 inch Copyright: Tetra TechLIFT STATION NO. 6 AND 7 IMPROVEMENTS201 EAST PINE STREET, SUITE 1000ORLANDO, FLORIDA 32801PHONE: (407) 839-3955 FAX: (407) 839-3790Engineering Business No. 2429Michael B. Saxton, P.E.P.E. No. 71506, FL201 East Pine Street, Suite 1000Orlando, Florida 32801Engineering Business No. 2429 ________________________ DATE ______________D-102LS NO. 7LIFT STATIONPLAN & SECTIONNOTES:
1.TOP SLAB SHALL HAVE A MINIMUM THICKNESS OF 12" AND
CONFORM TO ASTM C478. THE SLAB SHALL BE DESIGNED FOR
AASHTO H20 LOADING. REINFORCING IN THE SLAB SHALL BE A
MINIMUM OF #5@6" O/C, TOP AND BOTTOM, 2" CLEAR. PROVIDE (2)
#7 BARS ADJACENT TO OPENINGS (FULL LENGTH OF SLAB). THE
CONCRETE SHALL MEET THE MINIMUM COMPRESSIVE STRENGTH
fc=4,000PSI AND THE REINFORCING SHALL MEET A YIELD
STRENGTH Fy=60,00 PSI.
2.EQUIPMENT AND PIPING ROTATED FOR CLARITY.
3.CONTRACTOR SHALL COORDINATE WITH PUMP MANUFACTURER
AND ACCESS HATCH MANUFACTURER FOR FINAL HATCH
DIMENSIONS TO ALLOW ADEQUATE CLEARANCE
(6" MIN.) FOR PUMP REMOVAL.
4.ALL FM PIPING AND APPURTENANCES SHALL BE RESTRAINED.
1
C-503
8
C-504
7
C-502
6
C-502
7
C-501
SUBMERSIBLE PUMP SPECIFICATIONS
Parameter LS No. 7 Pumps
Number of Pumps 2
Pump Type Standard Submersible
Type of Drive Constant Speed
Design Capacity per Pump, GPM/Ft.
TDH 1,058 / 70
Minimum Shut Off Head, Ft.115
Run Out-Head, Ft.30
Minimum Capacity at Run-Out Head,
gpm 2,400
Minimum Efficiency at Design Capacity 77%
Minimum Size Solids, Passing, In.2.9
Minimum Discharge Size, In.4
Minimum Horsepower Per Pump, HP 34
Basis of Design Pump MFR & Pump
Model/Impeller
Flygt Model NP 3171
Series / 255 mm
5
C-504
www.tetratech.comMARKDATEDESCRIPTIONBY1/20/2015 12:03:07 PM - \\IERS181FS1\PROJECTS\IER\52528\200-52528-14001\CAD\SHEETFILES\E-100 ELECTRICAL LEGEND.DWG - BURDIEL, NAPOLEON1
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Bar Measures 1 inch Copyright: Tetra TechLIFT STATION NO. 6 AND 7 IMPROVEMENTS201 EAST PINE STREET, SUITE 1000ORLANDO, FLORIDA 32801PHONE: (407) 839-3955 FAX: (407) 839-3790Engineering Business No. 2429E-100ELECTRICAL LEGENDFAIL CLOSE
FAIL OPEN
F.C.
F.O.
PROCESS VARIABLE
WATER SUPPLY
SET POINT
STEAM SUPPLY
OXYGEN REDUCTION POTENTIAL
NITROGEN SUPPLY
HYDRAULIC SUPPLY
GAS SUPPLY
DISSOLVED OXYGEN
AIR SUPPLY
TRIP
RESET
PV
WS
SP
SS
ORP
NS
HS
GS
DO
AS
T
R
INPUT/OUTPUT POINT
PROGRAMMABLE CONTROLLER
OPERATOR'S INTERFACE DEVICE
PROGRAMMED FUNCTION ACCESSIBLE THROUGH
ACCESIBLE TO OPERATOR
PROGRAMMED FUNCTION NOT NORMALLY
CONNECTION TO PROCESS, OR MECHANIICAL LINK
ELECTROMAGNETIC OR SONIC SIGNAL
HYDRAULIC SIGNAL
AIR LINE
ELECTRICAL SIGNAL
CIRCLE INDICATES DEVICE MOUNTED INSIDE OF PANEL)
BOARD OR PANEL MOUNTED DEVICE -(DASHED LINR THRU
FIELD OR LOCALLY MOUNTED DEVICE
MOTOR
TERMINAL OR TRANSITION POINT
AIR SET ASSEMBLY
COMPUTOR LOGIC SYSTEM, INPUT OR OUTPUT
PARSHALL FLUME
PURGE
EXCLUSIVE OR
MOTOR STARTER
OR
AND
ALTERNATOR
INTERLOCKING
SLUICE GATE
SLIDE-STOP GATE
BALL VALVE
TURBIDIMETER
ROTAMETER
MOTOR OPERATED (OPEN-SHUT & THROTTLING)MM
STROKE OR POSITION ACTUATOR CYLINDER (OPEN-SHUT & THROTTLING)
PNEUMATIC DIAPHRAGM OR POSITIONER (OPEN-SHUT & THROTTLING)
IN-LINE FLOW ELEMENT (ULTRA SONIC)
IN-LINE FLOW ELEMENT (PROPELLER TYPE)
IN-LINE FLOW ELEMENT (MAGNETIC TYPE)
VENTURI OR INSERT FLOW TUBE
FLOW ORIFICE
GLOBE VALVE
PLUG VALVE
GATE VALVE OR KNIFE GATE
BUTTERFLY VALVE, DAMPER OR LOUVER
SOLENOID VALVE OPERATOR, SOLENOID VALVE OPERATOR-DETENTED
CHECK VALVE
SS
SYMBOL DESCRIPTION DESCRIPTIONSYMBOL DESCRIPTIONSYMBOL
FLOW DIAGRAM SYMBOL LEGEND
SUCEEDING LETTERSFIRST LETTERSYMBOL
I.S.A. STANDARD LETTER FUNCTIONS
CHARACTERIZE - (EQUATION / /D/%/ETC.)
BIAS OR REVERSING
MULTIPLY , DIVIDE
CONVERT ONE TO ANOTHER
LOWEST MEASURED VARIABLE
HIGHEST MEASURED VARIABLE
SUBTRACT OR DIFFERENCE
ADD OR TOTALIZE
SQUARE ROOT EXTRACTOR
ON-OFF CONTROL
VELOCITY ALGORITHM
DERIVATIVE OR RATE CONTROL
INTEGRAL OR RESET CONTROL
GAIN OR PROPORTIONAL CONTROL
DRIVE , ACTUATE
RELAY , COMPUTE
VALVE , DAMPER , LOUVER
MULTIFUNCTION
TRANSMIT , TRANSFORM
SWITCH
RECORD , PRINT , RECEIVE
TOTALIZE , INTEGRATE
POINT
ORIFICE
MIDDLE , MODULATE
LOW
CONTROL (NO FEEDBACK)
SCAN
INDICATE
HIGH
GLASS
RATIO
PRIMARY ELEMENT
CONTROL (FEEDBACK TYPE)
BATCH
ALARM
POSITION
WEIGHT , FORCE
VIBRATION , VISCOSITY
MULTIVARIABLE
TEMPERATURE , TURBIDITY
SPEED , FREQUENCY , SOLENOID
RADIOACTIVITY
QUANTITY
PRESSURE , VACUUM
OVERLOAD
MOISTURE , HUMIDITY
LEVEL , LIGHT
TIME , TIME SCHEDULE
POWER
CURRENT
HAND , MANUAL
GAGING
FLOW RATE
VOLTAGE
DENSITY , SPECIFIC GRAVITY
CONDUCTIVITY , COMMAND
BURNER , FLAME
ANALYSIS , ANALOG
Z
Y
X
W
V
U
T
S
R
Q
P
O
N
M
L
K
J
I
H
G
F
E
D
C
B
A
(F)
X1 X2
(F)
LOW VOLTAGE DISCONNECT SWITCH
DESCRIPTIONSYMBOLDESCRIPTIONSYMBOL
SEE CIRCUITS FOR SPECIFIC TYPE
CONTROL SWITCH (SEL. OR P.B.)
EMERGENCY BATTERY PACK
HIGH INTENSITY DISCHARGE LIGHT
INCANDESCENT LUMINAIRE
FLUORESCENT LUMINAIRE
SEE CIRCUITS FOR SPECIFIC TYPE
FLOAT SWITCH - FLOW SWITCH
TEMPERATURE - HUMIDISTAT SWITCH
LIMIT - PRESSURE - VACUUM SWITCH
ELECTRICAL OR MECHANICAL ALTERNATOR(SEE WIRING)
(SUBSCRIPT = NO. OF STAGES)
OVERLOAD SWITCH OR DEVICE
TERMINAL BOX
SOLENOID VALVE
PHOTOCELL LINE VOLTAGE
ITEM NO. INTERCOM EQUIPMENT
INTERCOMMUNICATION SYSTEM
AMPLIFIER - WALL STATION - LINE BALANCE
INTERCOMMUNICATION DESK SET
INTERCOM. SPEAKER (CEILING LAY-IN)
TELEPHONE OUTLET OR JUNCTION BOX
WELDING RECEPTACLE - NEMA L9-50R
600V, 2P, 3W, SIMPLEX
LOW VOLTAGE FUSE (BELOW 600V)
(2S,2W) TWO SPEED, TWO WINDING
600V, 3 POLE MOLDED CASE CIRCUITBREAKER, FRAME & RATING AS SHOWN
SINGLE PHASE, FRACTIONAL HP MOTOR
THREE PHASE LOAD WITH IDENTIFICATION
HIGH VOLTAGE FUSE (ABOVE 600 V)
TAG NO. (BALLOON) FOR DEVICE INDICATED
FOR POWER (SEE GEN. NOTE 4)
3/4"C(2/C#18 SHLD.)CONDUIT AND WIRE
RUN FROM DEVICE INDICATED TO
LOCATION INDICATED
CAPACITOR, 3 PHASE, SIZE AS INDICATED
DISCONNECT SWITCH
(F) = FUSED (C) = CIRCUIT BREAKER
(BACKGROUND DRAWINGS ONLY)
FUSED UNLESS NOTED (CIRCUIT BREAKER)
COMBINATION LIGHTING CONTACTOR
WITH HAND-OFF-AUTO SWITCH
MANUAL STARTER(R) = REVERSING
CONTROL PANEL
TEMPERATURE CONTROL PANEL
UNIT HEATER, 1/8 HORSEPOWER
600 VOLT FEEDER BUS DUCT(AMPERAGE AS INDICATED)
LIGHTNING ARRESTOR
WATERTIGHT
WATERTIGHT AND CORROSION PROOF
EXPLOSION PROOF -CLASS I, DIVISION I, GROUP D
EXPLOSION PROOF -
CLASS II, DIVISION 1
AS NOTED (LIGHTING PANEL, CONTROL PANEL,
DISTRIBUTION PANEL ETC.) WALL MOUNTED
JUNCTION BOX
HEATER
CABLE REEL
TRANSFORMER
CONDUIT WITH CONDUIT SEAL FITTING
CONDUIT EXPOSED
CONDUIT CONCEALED
DIRECT BURIED CONDUIT
CONCRETE ENCASED DUCT BANK, WITH
CABLE LOCATIONS AND SPARE DUCTS AS
INDICATED ON DRAWINGS
LOW VOLTAGE HOME RUNS120/208 V 120/240 V (SEE GEN. NOTE 4)
INTERCOM VOLUME CONTROL
INTERCOM SPEAKER - SURFACE MOUNTED
INTERCOM HANDSET - SURFACE MOUNTED
WITH REMOTE SPEAKER AMPLIFIER
INTERCOM HANDSET - FLUSH MOUNTED
WITH REMOTE SPEAKER AMPLIFIER
TO LOCATION INDICATED (SEE GEN. NOTE 4)
MAGNETIC STARTER
COMBINATION MAGNETIC STARTER
EXIT LIGHT
KEYLOCKDIRECT BURIED CABLE
OVERHEAD LINE
UNDERGROUND DUCT BANK
SMOKE DETECTOR
(RV) REDUCED VOLTAGE
(FVR) FULL VOLTAGE REVERSING
OTHERWISE INDICATED
VOLTAGE NON-REVERSING UNLESS
ALL STARTERS SHALL BE FULL
DESCRIPTIONSYMBOL DESCRIPTIONSYMBOL
LATCHING CABLE SWITCH
X2X1
PRESS. ACTUATED SWITCH
FLOAT ACTUATED SWITCH
FLOW ACTUATED SWITCH
TEMP. ACTUATED SWITCH
TIME-DELAY FUSE
CONTROL RELAY COIL
TWO COIL LATCHING RELAY
TIMING RELAY COIL
120 VAC TRANSFORMER
SELECTOR SWITCH OPERATOR
WITH FUNCTION SHOWN
FIELD LOCATED STOP BUTTON
SOLENOID OR CLUTCH
ELAPSED TIME INDICATOR
MAINTAINED PUSH-PULL
OPERATOR
MAINTAINED STOP-START
PUSHBUTTON OPERATOR
ZERO SPEED OR ANTI-
PLUGGING SWITCH
LIMIT SWITCH-
NORMALLY OPEN
LIMIT SWITCH-
NORMALLY CLOSED
LIMIT SWITCH-NORMALLY
CLOSED-HELD OPEN
LIMIT SWITCH-NORMALLY
OPEN-HELD CLOSED
CONTROL RELAY
CONTACT-NORMALLY OPEN
CONTROL RELAY
CONTACT-NORMALLY CLOSED
TIMED CLOSED CONTACT
ON ENERGIZATION
TIMED OPEN CONTACT
ON ENERGIZATION
TIMED OPEN CONTACT
ON DE-ENERGIZATION
TIMED CLOSED CONTACT
ON DE-ENERGIZATION
MOMENTARY PUSHBUTTON
OPERATOR-NORMALLY OPEN
MOMENTARY PUSHBUTTON
OPERATOR-NORMALLY CLOSED
PUSHBUTTON OPERATOR
WITH MUSHROOM HEAD
PUSH-TO-TEST
INDICATING LIGHT
MAINTAINED STOP-
MOMENTARY START
PUSHBUTTON (JOG)
LOCAL TERMINALS WITH
EXTERNAL WIRING
TIMING RELAY
(F)
INSTANTANEOUS CONTACTS
FOPP 16-PORT FIBER OPTIC PATCH PANEL (ST CONNECTORS)
FLOAT SWITCH
GENERAL NOTES:
1.ELECTRICAL MATERIALS AND EQUIPMENT ITEMS SHOWN IN LIGHT LINE WEIGHTS ON
THE DRAWINGS ARE EXISTING ITEMS TO REMAIN. ELECTRICAL MATERIALS AND
EQUIPMENT ITEMS SHOWN IN HEAVY LINE WEIGHTS ARE NEW THIS CONTRACT.
2.FOR ITEMS INDICATED AS "FIELD LOCATE" CHECK DRAWINGS OF OTHER TRADES (IN
PARTICULAR PIPING AND STRUCTURAL) FOR INTERFERENCE AND FOR LOCATIONS
OF MOUNTING FLANGES, CONNECTION POINTS, ETC.
3.INSTALL A SINGLE CONDUCTOR INSULATED (RHW, THHN/THWN, OR XHHW) COPPER
GROUND WIRE IN EACH CONDUIT, SIZE AS SHOWN ON DRAWINGS OR AS A MINIMUM
PER THE NATIONAL ELECTRICAL CODE. THIS GROUND WIRE SHALL BE CONNECTED
AT EACH END TO THE EQUIPMENT GROUND. CONDUIT SHALL BE 3/4" MIN.
4.ELECTRICAL EQUIPMENT SHALL BE INSTALLED IN A NEAT AND WORKMANLIKE
MANNER. INSTALLATION SHALL BE PLUMB AND LEVEL.
5.ELECTRICAL EQUIPMENT REMOVED FROM SITE SHALL BE RETURNED TO OWNER
INCLUDING, BUT NOT LIMITED TO, THE CONTROL PANEL, POWER PANEL
DISCONNECT, METER, TERMINAL BOX, ANTENNA, AND WIRING.
6.ELECTRICAL EQUIPMENT SHALL BE RATED NEMA 4X-316 STAINLESS STEEL
POWDERED COATED WHITE UNLESS NOTED OTHERWISE.
7.CONDUIT BELOW GRADE SHALL BE SCH. 40 PVC, CONDUIT ABOVE GRADE SHALL BE
RIGID ALUMINUM.
8.CONTRACTOR SHALL PROVIDE TEMPORARY POWER, AS REQUIRED, DURING
CONSTRUCTION.David A. Burger, P.E.P.E. No. 47146 FLEngineering Business No. 2429 ________________________ DATE ______________201 Pine Street, Ste. 1000Orlando, Florida 32801
www.tetratech.comMARKDATEDESCRIPTIONBY1/20/2015 12:03:16 PM - \\IERS181FS1\PROJECTS\IER\52528\200-52528-14001\CAD\SHEETFILES\E-101 LS NO. 6 DEMOLITION SITE PLAN.DWG - BURDIEL, NAPOLEON1
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Bar Measures 1 inch Copyright: Tetra TechLIFT STATION NO. 6 AND 7 IMPROVEMENTS201 EAST PINE STREET, SUITE 1000ORLANDO, FLORIDA 32801PHONE: (407) 839-3955 FAX: (407) 839-3790Engineering Business No. 2429E-101LS NO. 6 DEMOLITIONSITE PLANDavid A. Burger, P.E.P.E. No. 47146 FLEngineering Business No. 2429 ________________________ DATE ______________201 Pine Street, Ste. 1000Orlando, Florida 32801GENERAL NOTES:
1.DISCONNECT AND REMOVE ALL ELECTRICAL EQUIPMENT SHOWN DARK.
KEY NOTES:
1.DISCONNECT AND REMOVE SUBMERSIBLE LIFT STATION PUMPS.
2. DISCONNECT AND REMOVE LIFT STATION CONTROL PANEL RACK WITH LIFT STATION
EQUIPMENT. DISCONNECT AND REMOVE RACK AND ALL ITS EQUIPMENT IN ITS ENTIRETY
INCLUDING THE UTILITY MAST, METER, S.E.R. DISCONNECT, LIGHT FIXTURE, CONTROL PANEL
ANTENNA AND ALL APPURTENANCES.
3. CONTRACTOR SHALL COORDINATE WITH THE UTILITY COMPANY TO REMOVE THE OVERHEAD
UTILITY FEED FROM THE METER TO THE NEAREST UTILITY POLE.
X
0 2.5'5'10'
N
SITE DEMOLITION PLAN
SCALE: 1"=5'
www.tetratech.comMARKDATEDESCRIPTIONBY1/20/2015 12:03:25 PM - \\IERS181FS1\PROJECTS\IER\52528\200-52528-14001\CAD\SHEETFILES\E-102 LS NO. 7 DEMOLITION SITE PLAN.DWG - BURDIEL, NAPOLEON1
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Bar Measures 1 inch Copyright: Tetra TechLIFT STATION NO. 6 AND 7 IMPROVEMENTS201 EAST PINE STREET, SUITE 1000ORLANDO, FLORIDA 32801PHONE: (407) 839-3955 FAX: (407) 839-3790Engineering Business No. 2429E-102LS NO. 7 DEMOLITIONSITE PLANDavid A. Burger, P.E.P.E. No. 47146 FLEngineering Business No. 2429 ________________________ DATE ______________201 Pine Street, Ste. 1000Orlando, Florida 32801GENERAL NOTES:
1.DISCONNECT AND REMOVE ALL ELECTRICAL EQUIPMENT SHOWN DARK.
KEY NOTES:
1.DISCONNECT AND REMOVE SUBMERSIBLE LIFT STATION PUMPS.
2. LIFT STATION CONTROL PANEL RACK WITH LIFT STATION EQUIPMENT. DISCONNECT AND
REMOVE RACK AND ALL ITS EQUIPMENT IN ITS ENTIRETY INCLUDING THE METER, S.E.R.
DISCONNECT, CONTROL PANEL ANTENNA AND ALL APPURTENANCES.
3. CONTRACTOR SHALL COORDINATE WITH THE UTILITY COMPANY TO DISCONNECT AND
REMOVE UNDERGROUND UTILITY FEED TO UTILITY POLE. CONTRACTOR SHALL COORDINATE
WITH UTILITY TO REMOVE THE POLE MOUNTED UTILITY TRANSFORMER.
X
0 2.5'5'10'
N
SITE DEMOLITION PLAN
SCALE: 1"=5'
UTV
UTV
UTV
SS
OEFMxxxxxxxxxxxxxx
xxxx xx xx xx xxxxxxxxxxxxxxxxxxWWWWPLAN VIEW
SCALE: 1" = 5'-0"www.tetratech.comMARKDATEDESCRIPTIONBY1/20/2015 12:03:37 PM - \\IERS181FS1\PROJECTS\IER\52528\200-52528-14001\CAD\SHEETFILES\E-103 LS NO. 6 ELECTRICAL PLAN.DWG - BURDIEL, NAPOLEON1
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Bar Measures 1 inch Copyright: Tetra TechLIFT STATION NO. 6 AND 7 IMPROVEMENTS201 EAST PINE STREET, SUITE 1000ORLANDO, FLORIDA 32801PHONE: (407) 839-3955 FAX: (407) 839-3790Engineering Business No. 2429E-103LS NO. 6 ELECTRICAL PLANGENERAL NOTES:
1.CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE ALL EQUIPMENT TO
ENSURE A COMPLETE AND FUNCTIONING SYSTEM.
KEY NOTES:
1. NEW DATA FLOW SYSTEMS DUPLEX LIFT STATION CONTROL PANEL.
2.CONTRACTOR SHALL STUB CONDUIT UP EXISTING UTILITY POLE. CAP SPARE CONDUIT AND
PROVIDE WEATHER HEAD ON OTHER CONDUIT. CONTRACTOR SHALL COORDINATE WITH THE
UTILITY COMPANY FOR FINAL CONNECTION TO METER AND TRANSFORMER.
3.PROVIDE HUBBELL #DDL-9L1, OR APPROVED EQUAL, SITE LIGHT MOUNTED ON 2" METAL POST
MOUNTED AT 6' ABOVE HEIGHT OF CONTROL PANEL. PROVIDE LIGHT FIXTURE WITH
PHOTOCELL.
X
PUMP CONTROL
PANEL AND RTU
SERVICE ENTRANCE
DISCONNECT AND SPD
UTILITY METER SCADA ANTENNA
MOUNTED ON 2" R.G.S.
POST
GATE
FENCE
NEMA 7 AREA
NEMA 4X AREA
SEAL-OFF (TYP.)
UNISTRUT RACK
EE FENCE POST/GATE BONDING DETAIL
ON DETAILS SHEET FOR ADDITIONAL
REQUIREMENTS (TYP.)
FLOATS (TYP. 4)
LE/LIT-1
UNDERGROUND
UTILITY FEED
2"C(MFR. RECOMMENDED CABLE)
2/0 TINNED COPPER
COUNTERPOISE
3/4" X 20' TINNED COPPER
GROUND ROD (TYP.)
A
E-103
SECTION
SCALE: NTS
1.2"C(4#3/0)
2.2"C(PULL-STRING)
1 2
1
2
0 2.5'5'10'N A3
1"C(2#12, 1#12),
1"C(2/C#18SH)
POLE MOUNTED
TRANSFORMERS BY
UTILITY COMPANY David A. Burger, P.E.P.E. No. 47146 FLEngineering Business No. 2429 ________________________ DATE ______________201 Pine Street, Ste. 1000Orlando, Florida 32801
BOR TH-7
TVTB
WM
ET
FOUND IR LB2936
OEOEOExxxxxxxxxxxxxxxxxxxxxxxx xx xx xx xx xx xxxxxxSS
FH
WV
UNKNOWN UTILITY
BOR TH-7
TV
IRRV
UNKNOWN UTILITY EOI
TB
WM
ET
WV
WV
FOUND IR LB2936
OEOEOExxxxxxxxxxxx xx xx xxwww.tetratech.comMARKDATEDESCRIPTIONBY1/20/2015 12:03:51 PM - \\IERS181FS1\PROJECTS\IER\52528\200-52528-14001\CAD\SHEETFILES\E-104 LS NO. 7 ELECTRICAL PLAN.DWG - BURDIEL, NAPOLEON1
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Bar Measures 1 inch Copyright: Tetra TechLIFT STATION NO. 6 AND 7 IMPROVEMENTS201 EAST PINE STREET, SUITE 1000ORLANDO, FLORIDA 32801PHONE: (407) 839-3955 FAX: (407) 839-3790Engineering Business No. 2429E-104LS NO. 7 ELECTRICAL PLANA
E-104
SECTION
SCALE: NTS
1.4"C(4#350)
2.4"C(PULL-STRING)
1 2
ENLARGED PLAN VIEW
SCALE: 1" = 5'-0"
0 2.5'5'10'
SITE PLAN
SCALE: 1" = 10'-0"
0 5'10'20'
GENERAL NOTES:
1.CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE ALL EQUIPMENT TO
ENSURE A COMPLETE AND FUNCTIONING SYSTEM.
KEY NOTES:
1. NEW DATA FLOW SYSTEMS DUPLEX LIFT STATION CONTROL PANEL.
2.CONTRACTOR SHALL STUB CONDUIT UP EXISTING UTILITY POLE. CAP SPARE CONDUIT AND
PROVIDE WEATHER HEAD ON OTHER CONDUIT. CONTRACTOR SHALL COORDINATE WITH THE
UTILITY COMPANY FOR NEW POLE MOUNT TRANSFORMER AND FINAL CONNECTION TO
TRANSFORMER AND METER.
3.PROVIDE HUBBELL #DDL-9L1, OR APPROVED EQUAL, SITE LIGHT MOUNTED ON 2" METAL POST
MOUNTED AT 6' ABOVE HEIGHT OF CONTROL PANEL. PROVIDE LIGHT FIXTURE WITH
PHOTOCELL.
X
2/0 TINNED COPPER
COUNTERPOISE NEMA 4X AREA
3/4" X 20' TINNED COPPER
GROUND ROD (TYP.)
GATE
SEE FENCE POST/GATE BONDING DETAIL
ON DETAILS SHEET FOR ADDITIONAL
REQUIREMENTS (TYP.)
FLOATS (TYP. 4)
LE/LIT-1
2"C(MFR. RECOMMENDED CABLE)
SEAL-OFF (TYP.)
UNISTRUT RACK
PUMP CONTROL
PANEL AND RTU
SERVICE ENTRANCE
DISCONNECT AND SPD
UTILITY METER
NEMA 7 AREA
1
2
SCADA ANTENNA MOUNTED
ON 2" R.G.S.POST
N
N
A
3
1"C(2#12, 1#12),
1"C(2/C#18SH)David A. Burger, P.E.P.E. No. 47146 FLEngineering Business No. 2429 ________________________ DATE ______________201 Pine Street, Ste. 1000Orlando, Florida 32801POLE MOUNTED TRANSFORMERS
BY UTILITY COMPANY.
PUMP
CONTROL
PANEL
WETWELL
UTILITY
SERVICE FEED
EXISTING 120/240, 3ɐ
UTILITY TRANSFORMER
UTILITY METER
M
C
2"C(4#3)
3/4" X 20' TINNED
COPPER GROUND ROD 2"C(4#3, 1#8)LED LIGHT FIXTURE
1"C(2#12, 1#12)
SPD 80 KA/MODE
2"C(4#3/0),
2"C(PULL-STRING)
7.5 HP
PUMPS
(2)
SEAL-OFF FITTING (TYP.)
2"C MIN.(MANUFACTURER'S CABLE) (TYP.)
ULTRASONIC
LEVEL
TRANSDUCER
(LE/LIT-1)
(1)
FLOATS
(4)
100A MAIN CIRCUIT BREAKER DISCONNECT S.E.R.
PROVIDE WITH DOUBLE LUGS ON LOAD SIDE FOR
SPD INSTALLATION.
ULTRASONIC
TRANSMITTER LIT-1
1"C(2#12, 1#12)
(MANUFACTURER'S CABLE)
1"C(2/C#18SH)
ULTRASONIC SENSOR
LE-1
#6 AWG BARE
COPPER
PUMP
CONTROL
PANEL
WETWELL
UTILITY
SERVICE FEED
NEW 120/240, 3ɐ UTILITY
TRANSFORMER
UTILITY METER
M
C
300A MAIN CIRCUIT BREAKER DISCONNECT S.E.R.
PROVIDE WITH DOUBLE LUGS ON LOAD SIDE FOR
SPD INSTALLATION.
4"C(4#350)
3/4" X 20' TINNED
COPPER GROUND ROD
3"C(4#350)LED LIGHT FIXTURE
1"C(2#12, 1#12)
SPD 80 KA/MODE
4"C(4#350),
4"C(PULL-STRING)
35 HP
PUMPS
(2)
SEAL-OFF FITTING (TYP.)
2"C MIN.(MANUFACTURER'S CABLE) (TYP.)
ULTRASONIC
LEVEL
TRANSDUCER
(LE/LIT-1)
(1)
FLOATS
(4)
(MANUFACTURER'S CABLE)
1"C(2#12, 1#12)
1"C(2/C#18SH)
ULTRASONIC
TRANSMITTER LIT-1
ULTRASONIC SENSOR
LE-1
#2 AWG BARE
COPPER www.tetratech.comMARKDATEDESCRIPTIONBY1/20/2015 12:04:00 PM - \\IERS181FS1\PROJECTS\IER\52528\200-52528-14001\CAD\SHEETFILES\E-201 ELECTRICAL RISERS.DWG - BURDIEL, NAPOLEON1
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Bar Measures 1 inch Copyright: Tetra TechLIFT STATION NO. 6 AND 7 IMPROVEMENTS201 EAST PINE STREET, SUITE 1000ORLANDO, FLORIDA 32801PHONE: (407) 839-3955 FAX: (407) 839-3790Engineering Business No. 2429E-201ELECTRICAL RISERSDavid A. Burger, P.E.P.E. No. 47146 FLEngineering Business No. 2429 ________________________ DATE ______________201 Pine Street, Ste. 1000Orlando, Florida 32801LS NO. 6 PUMP STATION SINGLE-LINE
SCALE: N.T.S.
LS NO. 7 PUMP STATION SINGLE-LINE
SCALE: N.T.S.
www.tetratech.comMARKDATEDESCRIPTIONBY1/20/2015 12:04:07 PM - \\IERS181FS1\PROJECTS\IER\52528\200-52528-14001\CAD\SHEETFILES\E-301 CONTROL PANEL LAYOUT.DWG - BURDIEL, NAPOLEON1
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Bar Measures 1 inch Copyright: Tetra TechLIFT STATION NO. 6 AND 7 IMPROVEMENTS201 EAST PINE STREET, SUITE 1000ORLANDO, FLORIDA 32801PHONE: (407) 839-3955 FAX: (407) 839-3790Engineering Business No. 2429E-301CONTROL PANEL LAYOUTDavid A. Burger, P.E.P.E. No. 47146 FLEngineering Business No. 2429 ________________________ DATE ______________201 Pine Street, Ste. 1000Orlando, Florida 32801200 AMP GENERATOR
RECEPTACLE WITH
ANGLE ADAPTER
1" WIREWAY3-POINT
PADLOCKING
HANDLE
MOUNTED ON
OUTER DOOR
PADLOCKING
PROVISION
ALARM SILENCE PUSH
BUTTON SWITCH
CCB
SERVICE
DISC.EMERG.
DFS TCU
CONT.
INTRU.
SWITCH NEUTRAL
BLOCKS
Gnd's
FUSES
DFS TCU CONTROLLER
12VDC 18.0 AH
BATTERY
Gnd.
GR GR
TERM.
ALARM
TERMINALS
SERV. DISC.ECB
POWER DIST. LUGS
MTD. ON BOTTOM OF THESE BREAKERS.
INTERLOCK
MECH.
MB1 MB2
INTERLOCK
MECH.
(PH40020)
GFDR
ALARM
LIGHT
ALARM BELL WITH
WEATHERPROOF
BACKBOX
1/2" x 6" STAINLESS
STEEL CONDUIT.
(AL)
AB
DFS 240VAC SURGE SUPPRESSOR (SS-1)
IS MOUNTED ON THIS SIDE OF HAT SECTION.
Gnd's Gnd's
RESET
TEST
TEST MONTHLYSEE INSTRUCTIONS
18" FLUORESCENT PANEL LIGHT
INNER DOOR LAYOUT
(OUTER DOOR SHOWN FOR CLARITY)
(48"H X 36"W X 12"D) NEMA 4X RATED, FABRICATED FROM 14 GA.
TYPE 316 STAINLESS STEEL POWDER COATED WHITE. OUTER DOOR SECURED WITH 3-POINT STAINLESS STEEL
PADLOCKING HANDLE, ALONG WITH HASP & STAPLE PROVIDED. INNER / OUTER DOOR
STOP KIT PROVIDED. A 36" STAINLESS STEEL DRIP SHIELD IS MOUNTED ON TOP.
BACK PANEL LAYOUT
ENCLOSURE:
FABRICATED FROM .125 ALUMINUM.
INNER DOOR:
12 GA. CARBON STEEL, FINISHED IN WHITE POLYESTER POWDER COAT.
BACK PANEL:
36" DRIP SHIELD INSTALLED.1" WIREWAY1" WIREWAY
1" WIREWAY
1" WIREWAY
GND. BARTB1
TERMINALS
DRBDFSBCB1
20A 20A 20A
TB2 TB3
SS-2
120V SURGE
SUPPRESSOR
SITE
LIGHT
SWITCH
1" WIREWAYCB2
20A
)(&4DRB
L1B
GR
#
OL2
MS1
10A DFSB
20A
0
#3 AWG
#8
AWG
SERVICE
DISCONNECT
(SDB)
100A
ECB
100A
MB1
50A
MB2
50A
MECH. INTERLOCK
L1
L1A
L2A
L3A
Service Disconnect Breaker (SDB) and Emergency Circuit Breaker (ECB)
are equipped with Square D "PDC3HD2" Power Distribution Lugs
mounted on bottom of these breakers.
230VAC
3-PHASE
60Hz
8#%574)'
57224'5514
55Ä
8#%574)'
57224'5514
55Ä
$
%
0)
OL1
PUMP #1
7.5 HP
22 FLA
200A
GENERATOR
RECEPTACLE
NOTE:
BEFORE APPLYING POWER
TO PANEL, ENSURE HI-LEG
IS ON PHASE "B".
#3
AWG
L1A
#3
AWG PUMP #2
7.5 HP
22 FLAL2
L3
MS2
N
120V NEUTRAL
BLOCK 00
INTRUSION /
DOOR SWITCH
LED PANEL LIGHT
0
(NEMA 5 - 20R)
L1A
N
L2A
L3A
LPL
#8
AWG
1A FUSE
1A FUSE
1A FUSE
TFS001
1
2
3
4
5
N
H
H
H
H
12V BATTERY
BACKUP
ALARM
HORN
ALARM
LIGHT FLASHER
1A FUSE
1A FUSE
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
24
23
22
21
20
19
18
17
16
15
14
13
12
10
9
8
7
6
5
4
3
2
1
11
SHUNT
ANALOG -
ANALOG1+
ANALOG2+
TGND
GND
RXD-232
TXD_232
ISO+24V
ISOGND
IN_COM_2
ALM_SIL
AUX_IN
HIGH_LVL
LAG2_LVL
LAG1_LVL
LEAD_LVL
OFF_LVL
LOW_LVL
IN_COM_1
EXT_PM
MTR3_RUN
MTR2_RUN
MTR1_RUN
PHASE_C
PHASE_B
PHASE_A
UNUSED
AC_PWR
AC_NEUT
TGND
BAT+
BAT-
BEMGND
BEM_PWR
BEM_CTS
BEM_RXD
BEM_RTS
ALM_HORN
ALM_LITE
ALM_PWR
AUX_OUT
AUX_PWR
MTR3_STR
MTR2_STR
MTR1_STR
STRT_PWR
BEM_TXD
TAC Pack Telemetry Control Unit
GROUND
RF PIGTAIL ANTENNA COAX
TO ANTENNA
P1
DFS TCU001TCU
CHASSIS
GROUND
P2
MOTOR STARTER 2 AUX CONTACT
MOTOR STARTER 1 AUX CONTACT
POLYPHASER
LAG1 FLOAT
LEAD FLOAT
OFF FLOAT
ALARM SILENCE SWITCH
HIGH FLOAT
1A FUSE
1A FUSE
MOTOR STARTER 2
COIL
OVERLOAD 2
CONTACT THERMAL
MOTOR STARTER 1
COIL
OVERLOAD 1
CONTACT THERMAL
N
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&4$
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18'4.1#&
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.')'0&
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55 574)'57224'5514
5&$5'48+%'&+5%100'%6$4'#-'4
#(.195;56'/5&(5
.2..'&2#0'..+)*6
ULTRASONIC
LEVEL SENSOR
L3A
#12
AWG
CB1
20A SITE
LIGHT
SWITCH
TB2-1
SITE LIGHT
#12
AWG
L3A
CB2
20A
TB2-2
LE/LIT-1 (ULTRASONIC LEVEL SENSOR)www.tetratech.comMARKDATEDESCRIPTIONBY1/20/2015 12:04:15 PM - \\IERS181FS1\PROJECTS\IER\52528\200-52528-14001\CAD\SHEETFILES\E-302 LS NO. 6 CONTROL PANEL WIRING DIAGRAM.DWG - BURDIEL, NAPOLEON1
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Bar Measures 1 inch Copyright: Tetra TechLIFT STATION NO. 6 AND 7 IMPROVEMENTS201 EAST PINE STREET, SUITE 1000ORLANDO, FLORIDA 32801PHONE: (407) 839-3955 FAX: (407) 839-3790Engineering Business No. 2429E-302LS NO. 6 CONTROL PANELWIRING DIAGRAMDavid A. Burger, P.E.P.E. No. 47146 FLEngineering Business No. 2429 ________________________ DATE ______________201 Pine Street, Ste. 1000Orlando, Florida 32801LS NO. 6 CONTROL PANEL WIRING DIAGRAM
SCALE: N.T.S.
)(&4DRBL1B
GR
#
OL2
MS1
10A DFSB
20A
0
#350 AWG
#3/0
AWG
SERVICE
DISCONNECT
(SDB)
300A
ECB
300A
MB1
200A
MB2
200A
MECH. INTERLOCK
L1
L1A
L2A
L3A
Service Disconnect Breaker (SDB) and Emergency Circuit Breaker (ECB)
are equipped with Square D "PDC3HD2" Power Distribution Lugs
mounted on bottom of these breakers.
230VAC
3-PHASE
60Hz
8#%574)'
57224'5514
55Ä
8#%574)'
57224'5514
55Ä
$
%
0)
OL1
PUMP #1
35 HP
104 FLA
300A
GENERATOR
RECEPTACLE
NOTE:
BEFORE APPLYING POWER
TO PANEL, ENSURE HI-LEG
IS ON PHASE "B".
#350
AWG
L1A
#3
AWG PUMP #2
35 HP
104 FLAL2
L3
MS2
N
120V NEUTRAL
BLOCK 00
INTRUSION /
DOOR SWITCH
LED PANEL LIGHT
0
(NEMA 5 - 20R)
L1A
N
L2A
L3A
LPL
L3A
#3/0
AWG
#12
AWG
1A FUSE
1A FUSE
1A FUSE
TFS001
1
2
3
4
5
N
H
H
H
H
12V BATTERY
BACKUP
ALARM
HORN
ALARM
LIGHT FLASHER
1A FUSE
1A FUSE
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
24
23
22
21
20
19
18
17
16
15
14
13
12
10
9
8
7
6
5
4
3
2
1
11
SHUNT
ANALOG -
ANALOG1+
ANALOG2+
TGND
GND
RXD-232
TXD_232
ISO+24V
ISOGND
IN_COM_2
ALM_SIL
AUX_IN
HIGH_LVL
LAG2_LVL
LAG1_LVL
LEAD_LVL
OFF_LVL
LOW_LVL
IN_COM_1
EXT_PM
MTR3_RUN
MTR2_RUN
MTR1_RUN
PHASE_C
PHASE_B
PHASE_A
UNUSED
AC_PWR
AC_NEUT
TGND
BAT+
BAT-
BEMGND
BEM_PWR
BEM_CTS
BEM_RXD
BEM_RTS
ALM_HORN
ALM_LITE
ALM_PWR
AUX_OUT
AUX_PWR
MTR3_STR
MTR2_STR
MTR1_STR
STRT_PWR
BEM_TXD
TAC Pack Telemetry Control Unit
GROUND
RF PIGTAIL ANTENNA COAX
TO ANTENNA
P1
DFS TCU001TCU
CHASSIS
GROUND
P2
MOTOR STARTER 2 AUX CONTACT
MOTOR STARTER 1 AUX CONTACT
POLYPHASER
LAG1 FLOAT
LEAD FLOAT
OFF FLOAT
ALARM SILENCE SWITCH
HIGH FLOAT
1A FUSE
1A FUSE
MOTOR STARTER 2
COIL
OVERLOAD 2
CONTACT THERMAL
MOTOR STARTER 1
COIL
OVERLOAD 1
CONTACT THERMAL
N
)4
/$
/%$
1.
6$
/5
%10641.%+4%7+6$4'#-'4
&72.':4'%'26#%.'$4'#-'4
%%$
&4$
((75'
/161456#46'4
6'4/+0#.$.1%-
18'4.1#&
)'0'4#6144'%'26#%.'
/#+0%+4%7+6$4'#-'4
/1614$4'#-'4
6'.'/'64;%10641.70+66%7
%+4%7+6$4'#-'4%$
#(.195;56'/5$4'#-'4&(5$
'/'4)'0%;%+4%7+6$4'#-'4'%$
&17$.'21.'&17$.'6*419&2&6
4 4'.#;
)4170&(#7.6&72.':4'%'26#%.')(&4
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016'5
%10641.9+4+0)61$'#9)
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2#0'.+57.#.#$'.'&
55 574)'57224'5514
5&$5'48+%'&+5%100'%6$4'#-'4
#(.195;56'/5&(5
.2..'&2#0'..+)*6
ULTRASONIC
LEVEL SENSOR
CB1
20A
TB2-1
SITE LIGHT
#12
AWG
L3A
CB2
20A
TB2-2
LE/LIT-1 (ULTRASONIC LEVEL SENSOR)www.tetratech.comMARKDATEDESCRIPTIONBY1/20/2015 12:04:22 PM - \\IERS181FS1\PROJECTS\IER\52528\200-52528-14001\CAD\SHEETFILES\E-303 LS NO. 7 CONTROL PANEL WIRING DIAGRAM.DWG - BURDIEL, NAPOLEON1
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Bar Measures 1 inch Copyright: Tetra TechLIFT STATION NO. 6 AND 7 IMPROVEMENTS201 EAST PINE STREET, SUITE 1000ORLANDO, FLORIDA 32801PHONE: (407) 839-3955 FAX: (407) 839-3790Engineering Business No. 2429E-303LS NO. 7 CONTROL PANELWIRING DIAGRAMDavid A. Burger, P.E.P.E. No. 47146 FLEngineering Business No. 2429 ________________________ DATE ______________201 Pine Street, Ste. 1000Orlando, Florida 32801LS NO. 7 CONTROL PANEL WIRING DIAGRAM
SCALE: N.T.S.
www.tetratech.comMARKDATEDESCRIPTIONBY1/20/2015 12:04:28 PM - \\IERS181FS1\PROJECTS\IER\52528\200-52528-14001\CAD\SHEETFILES\E-401 ELECTRICAL DETAILS.DWG - BURDIEL, NAPOLEON1
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Bar Measures 1 inch Copyright: Tetra TechLIFT STATION NO. 6 AND 7 IMPROVEMENTS201 EAST PINE STREET, SUITE 1000ORLANDO, FLORIDA 32801PHONE: (407) 839-3955 FAX: (407) 839-3790Engineering Business No. 2429E-401ELECTRICAL DETAILSDavid A. Burger, P.E.P.E. No. 47146 FLEngineering Business No. 2429 ________________________ DATE ______________201 Pine Street, Ste. 1000Orlando, Florida 32801www.tetratech.comMARKDATEDESCRIPTIONBY1/20/2015 12:04:28 PM - \\IERS181FS1\PROJECTS\IER\52528\200-52528-14001\CAD\SHEETFILES\E-401 ELECTRICAL DETAILS.DWG - BURDIEL, NAPOLEON1
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Bar Measures 1 inch Copyright: Tetra TechLIFT STATION NO. 6 AND 7 IMPROVEMENTS201 EAST PINE STREET, SUITE 1000ORLANDO, FLORIDA 32801PHONE: (407) 839-3955 FAX: (407) 839-3790Engineering Business No. 2429PVC COUPLING
GRADE FINISH
PVC CONDUIT
CONCRETE PAD MAX3"CONCRETE SLAB
PVC CONDUIT
BEND AND COUPLING
CONDUIT STUB-UP DETAIL 2
_NOT TO SCALE
SURFACE
SKID RESISTANT
INDICATED.
PROVIDE LOGO AS
QUAZITE COMPOSOLITE OR EQUAL
CENTER PIN
PULL SLOT W/
FOR 15,000 LBS.
COVER RATED
NOTES:
1.HANDHOLES FOR LOW VOLTAGE CABLES INSTALLED IN PARKING LOTS, SIDEWALKS, AND
TURFED AREAS SHALL BE FABRICATED FROM AN AGGREGATE CONSISTING OF SAND AND
WITH CONTINUOUS WOVEN GLASS STRANDS HAVING AN OVERALL COMPRESSIVE
STRENGTH OF AT LEAST 10,000 PSI AND A FLEXURAL STRENGTH OF AT LEAST 5,000 PSI.
PULLBOX AND HANDHOLE COVERS IN SIDEWALKS, AND TURFED AREAS SHALL BE OF THE
SAME MATERIAL AS THE BOX. CONCRETE PULLBOXES SHALL CONSIST OF PRECAST
REINFORCED CONCRETE BOXES, EXTENSIONS, BASES, AND COVERS.
2.IN PAVED AREAS, FRAMES AND COVERS FOR HANDHOLE ENTRANCES IN VEHICULAR
TRAFFIC AREAS SHALL BE FLUSH WITH THE FINISHED SURFACE OF THE PAVING. IN
UNPAVED AREAS, THE TOP OF MANHOLE COVERS SHALL BE APPROXIMATELY 1/2" ABOVE
THE FINISHED GRADE.
HANDHOLE DETAIL 1
_NOT TO SCALE
BUS LUGS
EQUIP. GROUND
#2/0 SOLID TINNED
COPPER (TYP.)
(TYP. OF 4)
TO COUNTERPOISE
3/4"X20' COPPER-CLAD
GROUND ROD
GROUND MAT DETAIL 8
NOT TO SCALE
DIRECT BURIAL
CABLE OR CONDUIT2'-6" MIN.15"GRANULAR BACKFILL
FINISHED GRADE
BEDDING
3" MIN. SAND
95% COMPACTED
TRENCHING DETAIL 6
_NOT TO SCALE36" MIN.24" MIN.FINISHED GRADE OR
PAVEMENT
3/4" GROUND ROD CONNECTOR
BRONZE U-BOLT TYPE
FILL TO LEVEL SHOWN
WITH SAND.
12" MINIMUM
#2/0 COPPER
GROUND CABLE.
3/4" x 20' GROUND ROD.
GROUND ROD INSPECTION AND
TEST WELL INSTALLATION DETAIL 5
_NOT TO SCALE
FENCE POST/GATE BONDING DETAIL 4
-NOT TO SCALE
CONCRETE
FOUNDATION
MASONRY ANCHOR
GROUND CLAMP
FINISH GRADE
FENCE POST
#2 SOLID TINNED
COPPER
JUMPER CABLE,
GREEN INSULATION
TYPICAL FOR BOTH
SIDES OF GATES.
TO
GROUND
ROD
GATE
FRAME
GROUND
CLAMP
#2 SOLID TINNED
COPPER GROUND
CONDUCTOR
GATE
POST
3/4"x20'
COPPER-CLAD
GROUND ROD
CAST IRON VALVE BOX. TOP
CAST WITH LETTER "E".
18" SQ.
4'-0"10'-0"1'-6"
AREA LIGHT DETAIL 3
_NOT TO SCALE
6" X 8' SQ. CONC.
POST
STAINLESS STEEL STRUT
W/ STAINLESS STEEL BOLTS,
WASHERS (TYP)
TYPICAL ELECTRICAL PNL
(SEE PLANS FOR DETAILS)
SEE RISER FOR DETAILS
CONC. PAD
SERVICE PAD
ELECTRICAL CONTROL PANEL DETAIL 7
NOT TO SCALE
TYPE 'A' LUMINAIRE,
EXTRUDED HOUSING
250W MH TYPE III, TENON MOUNTED
KIM ARCHETYPE
1A/SAR2/250MH120/DB-P
ALUM. POLE DARK BRONZE,
KIM DB-P OR COVINGTON
HAND HOLE
SHROUD
STAINLESS STEEL
ANCHOR BOLTS