ITB #21-09

INVITATION TO BID
Herbert and Nova Master Lift Station Rehabilitation Drawings & Specifications can be found on the City of Port Orange website. See link for attachment of
documents: https://www.port-orange.org/bids.aspx “Attachment A” ITB 21-09 Bid Set - Drawings for Herbert and Nova Master Lift Station Rehabilitation
ITB #21-09 Prepared by: Michael Hall, Purchasing Agent
Release Date: March 8, 2021
Bid Due Date & Time: March 8, 2021 @ 2:30 PM
City of Port Orange, Florida 1000 City Center Circle Port Orange, FL 32129
(386) 506-5740 [email protected]
Page 539 of 558
R
PROJECT
LOCATION
PROJECT
VICINITY
62496
71501 P.E. NUMBER:
These documents shall not be used for any purpose or
project for which it is not intended. Mead & Hunt shall
be indemnified by the client and held harmless and
defended from all claims, damages, liabilities, losses,
and expenses, including attorneys' fees and costs,
arising out of such misuse or reuse of the documents.
In addition, unauthorized reproduction of these
documents, in part or as a whole, is prohibited.
SHEET NO.
MCM
SEM
KAL
X : \ 1 0 0 0 7 1 5 \ 1 8 1 6 8 7 . 0 1 \ T
E C
H \ C
A D
G S
\ 1 0 0 7 1 5 - 1 8 1 6 8 7 . 0 1 - G
- 0 0 1 C
04/28/2020 60% DESIGN SET
08/01/2020 90% DESIGN SET
10/15/2020 100% DESIGN SET
12/02/2020 BID SET
1 2 / 2 / 2 0 2 0 1 2 : 4 6 : 1 4 P
M
C-102 PROPOSED LIFT STATION DETAIL
C-103 PROPOSED ELEVATIONS
E-101 ELECTRICAL PLAN
E-501 ELECTRICAL DETAILS
E-701 RISER DIAGRAMS
SHEET NO.
MCM
SEM
KAL
X : \ 1 0 0 0 7 1 5 \ 1 8 1 6 8 7 . 0 1 \ T
E C
H \ C
A D
G S
\ 1 0 0 7 1 5 - 1 8 1 6 8 7 . 0 1 - C
L . D
W G
H E
R B
E R
T A
V E
04/28/2020 60% DESIGN SET
08/01/2020 90% DESIGN SET
10/15/2020 100% DESIGN SET
12/02/2020 BID SET
1 2 / 2 / 2 0 2 0 1 2 : 4 6 : 2 3 P
M
G-002
POLYVINYL CHLORIDE - PIPE
PEAK WATER LEVEL
POINT OF TANGENCY
FIELD SURVEY
GROUND ELEVATION
INDEX CONTOUR
WITH LABEL
INTERMEDIATE CONTOUR
WITH LABEL
ESTIMATED CONTOUR
VALVE SYMBOLS
P I P I N G L E G E N DS I T E P L A N S L E G E N D
FCV = FLOW CONTROL
PRV = PRESSURE REDUCING
PSV = PRESSURE SUSTAINING
INSTALLED WITH "MEGA-LUG" TYPE JOINT RESTRAINT AT
ALL PIPE JOINTS AND FITTINGS.
N
FLANGED
ELBOW UP (FLANGED)
ELBOW DOWN (FLANGED)
TEE UP (FLANGED)
TEE DOWN (FLANGED)
ASBESTOS CEMENT PIPE
ABOVE FINISHED FLOOR
ABOVE FINISHED GRADE
SHEET NO.
MCM
SEM
KAL
X : \ 1 0 0 0 7 1 5 \ 1 8 1 6 8 7 . 0 1 \ T
E C
H \ C
A D
G S
\ 1 0 0 7 1 5 - 1 8 1 6 8 7 . 0 1 - C
L . D
W G
H E
R B
E R
T A
V E
04/28/2020 60% DESIGN SET
08/01/2020 90% DESIGN SET
10/15/2020 100% DESIGN SET
12/02/2020 BID SET
1 2 / 2 / 2 0 2 0 1 2 : 4 6 : 2 7 P
M
SSMH
STORE AND GAS STATION
3657 SOUTH NOVA ROAD
DESCRIPTION OF SURVEYED PROPERTY:
40' x 60' LIFT STATION EASEMENT AS SHOWN ON THE PLAT OF
SPRINGWOOD SQUARE AS RECORDED IN MAP BOOK 36, PAGE
178 OF THE PUBLIC RECORDS OF VOLUSIA COUNTY, FLORIDA.
40' X 60' LIFT STATION EASEMENT
ON LY
SHEET NO.
MCM
SEM
KAL
X : \ 1 0 0 0 7 1 5 \ 1 8 1 6 8 7 . 0 1 \ T
E C
H \ C
A D
G S
\ 1 0 0 7 1 5 - 1 8 1 6 8 7 . 0 1 - C
L . D
W G
H E
R B
E R
T A
V E
04/28/2020 60% DESIGN SET
08/01/2020 90% DESIGN SET
10/15/2020 100% DESIGN SET
12/02/2020 BID SET
1 2 / 2 / 2 0 2 0 1 2 : 4 6 : 3 2 P
M
C-021
1. ALL EROSION AND SEDIMENT CONTROL WORK
SHALL CONFORM WITH LOCAL CITY/COUNTY
AND WATER MANAGEMENT DISTRICT
SPECIFICATIONS, SUBJECT TO AUTHORIZED
AND APPROVED VARIANCES, WAIVERS
MEASURES SHALL BE PLACED PRIOR TO OR
AS THE FIRST STEP IN, CONSTRUCTION.
SEDIMENT CONTROL PRACTICES WILL BE
APPLIED AS A PERIMETER DEFENSE AGAINST
ANY TRANSPORTATION OF SILT OFF THE SITE.
3. ALL AREAS AFFECTED BY THIS WORK SHALL
BE RESTORED TO A CONDITION EQUAL TO OR
BETTER THAN THE EXISTING CONDITION,
UNLESS SPECIFICALLY EXEMPTED BY THE
PLANS. THE COST FOR SUCH RESTORATION
SHALL BE INCIDENTAL TO OTHER
CONSTRUCTION AND NO ADDITIONAL
COMPENSATION SHALL BE ALLOWED.
5. PRIOR TO CONSTRUCTION THE CONTRACTOR
SHALL PROVIDE TREE PROTECTION BARRIERS
TO MEET THE REQUIREMENTS OF LOCAL
SPECIFICATIONS.
CLEAR ONLY THE AREAS REQUIRED FOR
CONSTRUCTION AND STABILIZE ANY
DISTURBED AREAS IMMEDIATELY FOLLOWING
OFF-SITE. USE AND MAINTAIN SILT FENCE
JUST INSIDE OF PROPERTY LINE.
8. CONTRACTOR SHALL BLOCK INTRUSION OF
SAND, SILT OR OTHER DEBRIS INTO ANY
DRAINAGE OR SANITARY SEWER STRUCTURE
OR PIPING ON OR ADJACENT TO SITE.
9. ALL CLEARED AREAS FOR IMPROVEMENT
AND/OR CONSTRUCTION SHALL BE WATERED
TO PREVENT WIND EROSION.
MUST BE USED IN LIEU OF HAY BARRIERS.
12. ADDITIONAL POSTS AND RAILS MAY BE
NECESSARY TO SECURE AND SUPPORT
BARRIERS.
REQUIRED BY THE COUNTY ENGINEER OR BY
REGULATORY AGENCIES.
AND PRIMED.
DISCHARGED IN ACCORDANCE WITH THE
CONTRACTOR'S NPDES PERMIT.
BROUGHT ONTO JOB SITE WILL BE LIMITED
AND KEPT IN ORIGINAL CONTAINER WITH
MSDS LABEL.
ROADWAYS. ANY SILT DEPOSITED ON PUBLIC
ROADWAYS SHALL BE REMOVED BY END OF
THE WORK DAY.
SHEET NO.
MCM
SEM
KAL
X : \ 1 0 0 0 7 1 5 \ 1 8 1 6 8 7 . 0 1 \ T
E C
H \ C
A D
G S
\ 1 0 0 7 1 5 - 1 8 1 6 8 7 . 0 1 - C
L . D
W G
H E
R B
E R
T A
V E
04/28/2020 60% DESIGN SET
08/01/2020 90% DESIGN SET
10/15/2020 100% DESIGN SET
12/02/2020 BID SET
1 2 / 2 / 2 0 2 0 1 2 : 4 6 : 3 8 P
M
APPROX. 250 FT EAST OF WET WELL OR
THIS INSERT MAY BE PLUMBED THROUGH
WET WELL TO USE BYPASS PUMP FROM
WEST MANHOLE.
EXISTING BUILDING
SHEET NO.
MCM
SEM
KAL
X : \ 1 0 0 0 7 1 5 \ 1 8 1 6 8 7 . 0 1 \ T
E C
H \ C
A D
G S
\ 1 0 0 7 1 5 - 1 8 1 6 8 7 . 0 1 - C
L . D
W G
H E
R B
E R
T A
V E
04/28/2020 60% DESIGN SET
08/01/2020 90% DESIGN SET
10/15/2020 100% DESIGN SET
12/02/2020 BID SET
1 2 / 2 / 2 0 2 0 1 2 : 4 6 : 4 2 P
M
-
DEMOLISH ENTIRE BUILDING
BY-PASS PUMP DURING
HOLES AND SMOOTH FINISH REPAIR WET WELL WALL
IN PREPARATION FOR NEW LINING INSTALLATION
REMOVE EXISTING WET
1. GENERAL NOTES: BY-PASS PUMPING WILL BE REQUIRED DURING CONSTRUCTION. CONTRACTOR WILL COORDINATE OUTAGES WITH THE
CITY. SEE SPECIFICATIONS FOR ADDITIONAL INFO. USE CAUTION DURING DEMOLITION AND CONSTRUCTION INSIDE WET WELL.
COMPLETELY REMOVE TOP SLAB, LINER, AND BENCH.
2. DISCHARGE VALVE REMOVAL: REMOVE EXISTING GATE VALVES, CHECK VALVES, RESTRAINED FLANGE ADAPTERS AND EMERGENCY
PUMP CONNECTION. REMOVE EXISTING VALVE VAULT.
3. EXISTING WET WELL PIPING MODIFICATIONS: REMOVE EXISTING SUCTION AND DISCHARGE PIPING, INCLUDING STEEL SUPPORT
CHANNELS. REMOVE BLIND FLANGES ON EACH PREVIOUSLY ABANDONED PIPE. CUT ABANDONED PIPES AT LEAST 6" INSIDE THE WET
WELL WALL AND GROUT FILL FLUSH IN PREPARATION FOR NEW LINER INSTALLATION.
4. EXISTING PUMP STATION EQUIPMENT BUILDING AND GENERATOR DISPOSITION: REMOVE EXISTING PUMP STATION BUILDING (CUT AND
REMOVE TO A MINIMUM OF 42" BELOW EXISTING GRADE). FILL ABANDONED PUMP STATION SITE WITH CLEAN, COMPACTED SAND TO
SPECIFIED FINISHED GRADE. REMOVE EXISTING GENERATOR AND CONCRETE SLAB , AND RETURN GENERATOR TO THE CITY.
5. PROPOSED PUMP MOUNTING BASE: REMOVE EXISTING CONCRETE BENCH, CONTRACTOR TO USE CAUTION DURING REMOVAL OF
EXISTING BENCH. DO NOT DAMAGE EXISTING WET WELL WALLS.
24" GRAVITY SANITARY
IS NO LONGER REQUIRED.
SHEET NO.
MCM
SEM
KAL
X : \ 1 0 0 0 7 1 5 \ 1 8 1 6 8 7 . 0 1 \ T
E C
H \ C
A D
G S
\ 1 0 0 7 1 5 - 1 8 1 6 8 7 . 0 1 - C
L . D
W G
H E
R B
E R
T A
V E
04/28/2020 60% DESIGN SET
08/01/2020 90% DESIGN SET
10/15/2020 100% DESIGN SET
12/02/2020 BID SET
1 2 / 2 / 2 0 2 0 1 2 : 4 6 : 4 6 P
M
NOTE:
SLAB, AND ALL INTERIOR PIPING
SLUICE GATE
REMOVE CONCRETE BENCH PUMP
EPOXY GROUT HOLES AND SMOOTH FINISH
REPAIR WET WELL WALL IN PREPARATION
FOR NEW LINING INSTALLATION
REMOVE EXISTING SLUICE GATE
SHEET NO.
MCM
SEM
KAL
X : \ 1 0 0 0 7 1 5 \ 1 8 1 6 8 7 . 0 1 \ T
E C
H \ C
A D
G S
\ 1 0 0 7 1 5 - 1 8 1 6 8 7 . 0 1 - C
U . D
W G
H E
R B
E R
T A
V E
04/28/2020 60% DESIGN SET
08/01/2020 90% DESIGN SET
10/15/2020 100% DESIGN SET
12/02/2020 BID SET
1 2 / 2 / 2 0 2 0 1 2 : 4 6 : 5 8 P
M
NORTH
12' WIDE DOUBLE
SWING ENTRY GATE
16' WIDE DOUBLE
WALL
1. ACCESS HATCHES TO BE CAST IN TOP SLAB, OPENING SHALL BE MINIMUM 48" X 36", ALUMINUM
COVER WITH PROVISIONS FOR EXTERNAL LOCKING WITH A PADLOCK AND SHALL INCLUDE AN
INTEGRAL TWO LEAF FALL THROUGH PROTECTION SYSTEM. REFER TO DETAIL 4 SHEET C-501 .
2. VENT PIPE SHALL BE 6" DIAMETER SCH 40 PVC WITH FLANGE ADAPTOR TO CONNECT THE ODOR
CONTROL UNIT. VENT SHALL HAVE 8" CLEARANCE FROM TOP OF THE LIFT STATION SLAB.
3. STAINLESS STEEL UPPER GUIDE BRACKET SHALL BE ATTACHED TO ACCESS HATCH.
4. STAINLESS STEEL GUIDE RAILS SHALL BE OF ONE-PIECE CONSTRUCTION, REGARDLESS OF WET
WELL DEPTH.
5. ALL PENETRATIONS THROUGH WET WELL WALLS SHALL BE SEALED WITH A NON-SHRINK GROUT .
6. ANCHOR BOLTS SHALL BE 316 STAINLESS STEEL. ANCHOR TYPE AND METHOD OF INSTALLATION
SHALL BE AS RECOMMENDED BY THE PUMP MANUFACTURER.
7. LINER SHALL BE INSTALLED FOR INTERIOR WALLS, UNDERSIDE OF THE TOP SLAB AND ANY EXPOSED
CONCRETE SURFACES WITHIN THE WET WELL.
8. A SUBMERSIBLE PRESSURE TRANSDUCER SHALL BE INSTALLED PER THE MANUFACTURER'S CABLE
MOUNTING INSTALLATION INSTRUCTIONS. A SINGLE STAINLESS STEEL HOOK SHALL BE PROVIDED
FOR TRANSDUCER INSTALLATION.
9. 316 FLANGED STAINLESS STEEL PIPE AND FITTINGS SHALL BE INSTALLED FROM THE WET WELL TO
THE FIRST UNDERGROUND FITTING AND CONTINUE WITH C-900 PVC TO THE TIE-IN TO THE EXISTING
FORCE MAIN.
10. EZ-WRAP SEAL SHALL BE APPLIED TO EXTERIOR JOINTS. MINIMUM OF 12" WIDE WRAP REQUIRED
FOR ALL LIFT STATION JOINTS. APPLICATORS MUST BE FACTORY TRAINED IN APPLICATION OF THE
WRAP.
11. FLOAT AND TRANSDUCER SHALL BE INSTALLED IN AN AREA WHERE FLOW TURBULENCE IS MINIMAL.
12. ALL DISCHARGE PIPING IN THE WET WELL SHALL BE 316 S.S..
13. PUMPS TO BE INSTALLED WITH BASE PLATE PROVIDED BY THE PUMP MANUFACTURER.
EXIST 12" DIP
SEWER MANHOLE
(3) 10" FL CHECK VALVES.
(3) 10" FL GATE VALVES.
(1) 12" 316 S.S. BLIND FLANGE W/ 2" TAP.
6" SCH80 PVC WET WELL VENT , 6" PIPE SLEEVE TO BE CAST
INTO WETWELL TOP AND CAPPED.
10"x10" HATCH FOR LEVEL TRANSDUCER.
(2) 12" FL GATE VALVE.
(1) 12" FL 316 S.S. TEE.
(2) 2" BALL VALVE.
PROVIDE AIR VENT PIPE PER STANDARD DETAIL 1/C-501.
3.00'
(5) 12" FL 316 S.S. SPOOL PIECES (LENGTH VARIES).
(2) 12"x 10" FL 316 S.S. TEE.
(6) 12" ADJUSTABLE PIPE SUPPORT BRACKET
(SEE DETAIL 2 SHEET C-501).
(1) 6" FL GATE VALVE.
(1) 12"x 6" FL 316 S.S. TEE.
(1) 6" EMERGENCY BY-PASS CONNECTION.
(1) 12" McCROMETER ULTRA MAG FLOW METER.
(1) 12" MEGA FLANGE.
OVER COMPACTED FILL.
(1) 12" MJ DIP 90° BEND.
+/- 9FT 12" C-900 PVC FORCE MAIN.
(1) 12" MJ DIP SLEEVE.
(3) LOCKABLE ALUMINUM SPRING ASSISTED ACCESS
HATCH (SEE DETAIL 4 SHEET C-501)
8" VCP
FROM EXISTING SERVICE METER
AND VFD ENCLOSURE (NEMA 4X 316 SS)
3 . 0 0 '
ONE LAYER OF #5 REBAR
@ 12" OCEW; 3,000 PSI
TWO LAYERS OF #5 REBAR
@ 12" OCEW; 3,000 PSI
OVER WOVEN GEOTEX
VESSEL TO WET WELL
SHEET NO.
MCM
SEM
KAL
X : \ 1 0 0 0 7 1 5 \ 1 8 1 6 8 7 . 0 1 \ T
E C
H \ C
A D
G S
\ 1 0 0 7 1 5 - 1 8 1 6 8 7 . 0 1 - C
U . D
W G
H E
R B
E R
T A
V E
04/28/2020 60% DESIGN SET
08/01/2020 90% DESIGN SET
10/15/2020 100% DESIGN SET
12/02/2020 BID SET
1 2 / 2 / 2 0 2 0 1 2 : 4 7 : 0 2 P
M
ESTIMATED DAILY FLOW = 1.3 MGD.
ESTIMATED AVERAGE RUN TIME = 10 HOURS
PROPOSED LIFT STATION
24" INFLUENT INVERT
CLASS 1 DIVISION 1 HAZARDOUS LOCATION
SEAL-OFF CONNECTIONS AND CONDUIT
INTO THE WET WELL SHALL COMPLY WITH, AND
BE INSTALLED PER, NEC ARTICLE 501
EL. 10.00
EL. (-)15.18
TO FLOOR PER MANUFACTURER'S
INSTALL (3) EXISTING SUBMERSIBLE PUMPS FLYGT NP
3202 1,450 GPM @ 85.0 FT TDH - 60HP, 460 V, 3 PH - 60HZ
EXISTING WET WELL TO REMAIN
JOINT SEALANT RAM-NEK PREFORMED FLEXIBLE
PLASTIC GASKET
POWER CABLE
CHART THIS SHEET
(4.0'x 3.0' OPENING) ( SEE DETAIL 4, SHEET C-501)
316 STAINLESS STEEL FLOAT CABLE HOLDER MOUNT
ON NON-HINGE SIDE
STAINLESS STEEL BRACKETS/HARDWARE
316SS U-BOLTS TO SUPPORT BRACKETS.
BLUE RIBBON MODEL 313 AI LEVEL TRANSDUCER .
(3) 10" FL 316 S.S. 90° BENDS.
(3) 10" 316 S.S. 12" LONG FLANGED SPOOL PIECE .
(3) 10" FL CHECK VALVES.
(3) 10" FL GATE VALVES.
12" 316 S.S. BLIND FLANGE W/ 2" TAP
INSTALL NEW LINER IN WET WELL AND NEAREST
MANHOLE, RAVEN, SPECTRASHIELD, OR APPROVED
EQUAL
UNDERSIDE OF WET WELL TOP WITH 316 S.S.
CLAMPS AND BOLTS (TYPICAL OF 5)
EL. (-)12.81
STRAP PIPE TO ANGLE IRON
w/ 3/8" 316 S.S. "U" BOLT,
NUTS & WASHERS
ANCHOR BASE ELBOW TO WET WELL FLOOR. INSTALL
1/2" 316SS PLATE WITH 3/4" STAINLESS STEEL ALL
THREAD TO ANCHOR BASE ELBOWS TO ONE (1) BASE
PLATE. BASE PLATE TO BE ANCHORED TO WETWELL
WITH MIN. FOUR (4) 3/4" ALL THREAD WITH EPOXY
ANCHORS (MIN. 4" EMBEDDED) IN CONCRETE FLOOR
INSTALL EZ-WRAP PLASTIC OR EQUAL
AT ALL JOINTS (9" MINIMUM WIDTH)
6" SCH80 PVC WET WELL VENT , 6" PIPE SLEEVE TO BE
CAST INTO WETWELL TOP AND CAPPED.
CORE DRILL AND INSTALL 6" SCH40 PVC ODOR
CONTROL PIPING,SEAL WITH NON-SHRINK GROUT.
(6) 6" FL 316 S.S. 45° ELBOWS.
(3) 10" FL 316 S.S. DISCHARGE RISER PIPE.
(1) 12" MJ DIP SLEEVE.
+/- 9 FT - 12" C-900 PVC PIPE, FORCE MAIN.
(1) 12" MJ DIP 90° BEND.
12" FL 316 S.S. PIPE.
WET WELL INTERIOR VIEW PLAN
NOT TO SCALE
EXISTING WET WELL
20" HIGH TIE BEAM
TO BE ADJUSTED TO ALIGN
WITH EXIST FORCE MAIN
(2) 2" 316 S.S. BALL VALVE
2" A.R.V. ARI D-025P ASSEMBLY W/ PRESSURE
TRANSMITTER AND GAUGE. PROVIDE AIR VENT PIPE
PER STANDARD DETAIL 1/C-501.
UNDERSIDE OF WET WELL TOP WITH 316 SS CLAMPS
AND BOLTS (TYPICAL OF 5) .
12.00'
ACTUATOR (TYPICAL OF 2) .
OF WETWELL. SEE C-101
SHEET NO.
MCM
SEM
KAL
X : \ 1 0 0 0 7 1 5 \ 1 8 1 6 8 7 . 0 1 \ T
E C
H \ C
A D
G S
\ 1 0 0 7 1 5 - 1 8 1 6 8 7 . 0 1 - C
U . D
W G
H E
R B
E R
T A
V E
04/28/2020 60% DESIGN SET
08/01/2020 90% DESIGN SET
10/15/2020 100% DESIGN SET
12/02/2020 BID SET
1 2 / 2 / 2 0 2 0 1 2 : 4 7 : 0 8 P
M
MATCH ADJACENT CONVENIENCE
(SEE SHEET E-101) TYPICAL OF 4
HIBOCS-200 VERTICAL
BIO-SCRUBBER, ODOR
CONTROL UNIT
HIBOCS-200 VERTICAL
BIO-SCRUBBER, ODOR
CONTROL UNIT
HIBOCS-200 VERTICAL
BIO-SCRUBBER, ODOR
CONTROL UNIT
HIBOCS-200 VERTICAL
BIO-SCRUBBER, ODOR
CONTROL UNIT
D Gate Full Open = 2B + 4-1/2
E Slide Height = B + 4-1/2
A
SHEET NO.
MCM
SEM
KAL
X : \ 1 0 0 0 7 1 5 \ 1 8 1 6 8 7 . 0 1 \ T
E C
H \ C
A D
G S
\ 1 0 0 7 1 5 - 1 8 1 6 8 7 . 0 1 - G
E N
04/28/2020 60% DESIGN SET
08/01/2020 90% DESIGN SET
10/15/2020 100% DESIGN SET
12/02/2020 BID SET
1 2 / 2 / 2 0 2 0 1 2 : 4 7 : 1 5 P
M
C-501
GENERAL
CONSTRUCTION
DETAILS
MAX.
GROUT
STUD TYPE WEDGE ANCHORS
B-LINE #B3092 PIPE SUPPORT
SYSTEM AS PIPING)
SUPPORT WIDTH BETWEEN PIPE
1
NTS
AIR RELEASE VALVES SHALL BE ARI MODEL D-025 P
4 - 20 MA TO
1/2"=1'
NORTH, SOUTH, AND EAST SIDE WALL FOOTING WEST SIDE WALL FOOTING (FRONT)
1- #4 CONT. REBAR AT TOP
WITH TIE BEAM
HEIGHT, GROUT FILL CELL
CELL, WITH 24" MIN. LAP
4" THICK - # 57 STONE GRAVEL
10% SLOPE TO MATCH
1- #4 REBAR ON EACH FILLED
CELL (SEE PLAN SHEET C-101)
BENT
3"
FOUNDATIONS
1. ASSUMPTIVE DESIGN NET SOIL BEARING PRESSURE FOR SPREAD FOOTINGS IS 1000 PSF.
THIS SHALL BE VERIFIED BY AN INDEPENDENT TESTING LABORATORY PRIOR TO
INSTALLING FOUNDATIONS.
2. COMPACT SOILS AT BOTTOM OF FOOTINGS AND SLABS TO 98% OF MAXIMUM DENSITY
PER ASTM D1557.
1. DESIGN, MATERIAL, WORKMANSHIP, AND PREPARATION OF DETAILED FABRICATION AND
PLACING DRAWINGS SHALL BE IN ACCORDANCE WITH CURRENT EDITIONS OF ACI 318,
ACI SP-66, ACI SP-4, AND THE CRSI HANDBOOK.
2. ALL CONCRETE SHALL DEVELOP THE FOLLOWING COMPRESSIVE STRENGTHS AT 28
DAYS, UNLESS OTHERWISE NOTED:
b. BEAMS AND FILLED CELLS 3000 PSI
3. SLUMP JUST PRIOR TO PLACING SHALL BE THE FOLLOWING (PLUS OR MINUS ONE INCH)
a. SLABS ON GRADE: 4 INCHES
b. FOUNDATIONS: 4 INCHES
c. FILLED CELLS: 8 INCHES
d. OTHER CONCRETE: 4 INCHES
4. ALL CONCRETE SHALL BE PLACED IN THE DRY. NO CONCRETE SHALL BE PLACED LATER
THAN 90 MINUTES AFTER MIXING HAS BEGUN. DEPOSIT CONCRETE IN ITS FINAL
POSITION WITHOUT SEGREGATION AND REHANDLING.
5. REINFORCING STEEL BARS SHALL BE DEFORMED AND CONFORM TO THE LATEST
REQUIREMENTS OF ASTM A615 GRADE 60.
6. REINFORCING BARS ARE CONTINUOUS UNLESS OTHERWISE NOTED. WHERE
NECESSARY, MINIMUM LAP SPLICES FOR REINFORCING BARS SHALL BE 40 BAR
DIAMETERS.
7. LAP ALL WELDED WIRE MESH (W.W.M.) 12 INCHES AT SPLICES.
8. ALL REINFORCING STEEL SHALL HAVE THE FOLLOWING MINIMUM CLEAR CONCRETE
COVER:
b. STIRRUPS IN BEAMS 1/2 INCH = 1
c. ALL OTHER CONDITIONS = 2 INCHES
9. AT DISCONTINUOUS ENDS OF BEAMS AND SLABS, TOP BARS SHALL TERMINATE IN A
STANDARD ACI HOOK, UNLESS OTHERWISE NOTED.
10. AT OUTSIDE CORNERS OF CONCRETE BEAMS AND FOOTINGS PROVIDE #4X4'-0" LONG
CORNER BARS IN EACH FACE AT SAME SPACING AS HORIZONTAL REINFORCING, U.O.N.
11. PROVIDE DOWELS IN FOOTINGS OF SAME QUANTITY AND SIZE AS VERTICAL WALL
REINFORCING. BOTTOM DOWELS SHALL HAVE A STANDARD ACI HOOK.
12. CHAMFER ALL EXPOSED CONCRETE EDGES 3/4 INCHES X 45 DEGREES.
13. PATCH ALL DEFECTIVE AREAS OF CONCRETE WITH CEMENT GROUT.
NOTES:
1. SUITABLE FOR USE IN OFF STREET LOCATION WHERE NOT
SUBJECTED TO HIGH DENSITY TRAFFIC.
2. PROVIDE A FULL BED OF CLASS "A" CONCRETE UNDER FRAME
AND SUPPORT ANGLES.
RELEASE HANDLE.
5. T-316 STAINLESS STEEL SLAM LOCK WITH REMOVABLE KEY.
6. STAINLESS STEEL COMPRESSION SPRING ASSIST.
7. SINGLE LEAF CONSTRUCTION.
T-316 STAINLESS STEEL HINGES
WITH TAMPER PROOF FASTENERS
STAILESS STEEL & ALUMINUM POSITIVE
STAINLESS STEEL. SPRING ASSIST
ALUMINUM COVER PLATE
OVERALL
4
NTS
WITH NON-SHRINK GROUT.
SHEET NO.
MCM
SEM
KAL
X : \ 1 0 0 0 7 1 5 \ 1 8 1 6 8 7 . 0 1 \ T
E C
H \ C
A D
G S
\ 1 0 0 7 1 5 - 1 8 1 6 8 7 . 0 1 - G
E N
04/28/2020 60% DESIGN SET
08/01/2020 90% DESIGN SET
10/15/2020 100% DESIGN SET
12/02/2020 BID SET
1 2 / 2 / 2 0 2 0 1 2 : 4 7 : 2 1 P
M
C-502
STANDARD
CONSTRUCTION
DETAILS
1. ALL BRASS FITTINGS TO BE LEAD FREE NSF 372.
2. REDUCED PRESSURE BACKFLOW PREVENTER SHALL BE LOCKABLE.
LIFT STATION WATER SERVICE
WIREWAY, SIZE AND TYPE AS INDICATED ON DRAWINGS
CABLE TRAY, SIZE AND TYPE AS INDICATED ON DRAWINGS
UNDERFLOOR DUCT
WALL MOUNTED LIGHTING AND POWER TRANSFORMER-DRY TYPE
GENERAL LIGHTING AND POWER TRANSFORMER-DRY TYPE
1. THE SYMBOLS AND ABBREVIATIONS LIST ON THIS SHEET IS A
COMPREHENSIVE STANDARD GUIDE INTENDED FOR GENERAL USE ON
ALL PROJECTS. THEREFORE NOT ALL THE SYMBOLS AND
ABBREVIATIONS CONTAINED IN THIS LIST ARE NECESSARILY USED ON
THIS PARTICULAR PROJECT AND SHOULD BE USED FOR CLARIFICATION
ONLY.
2. THE CONTRACTOR SHALL READ AND UNDERSTAND THE ENTIRE SET OF
CONSTRUCTION DOCUMENTS. THIS INCLUDES BUT IS NOT LIMITED TO
THE PLANS AND SPECIFICATIONS FOR ALL DISCIPLINES. THIS WILL
ENSURE THAT HE UNDERSTANDS THE FULL SCOPE OF WORK AND IS
ABLE TO CONVEY THE REQUIRED MATERIALS AND METHODS OF
INSTALLATION TO THE HIS ESTIMATORS, SUPPLIERS AND INSTALLERS.
3. THE CONTRACTOR SHALL VISIT PROJECT SITE AND MAKE
HIMSELF/HERSELF AWARE OF ALL EXISTING CONDITIONS PRIOR TO
SUBMITTING A BID FOR THIS WORK.
4. PROVIDE MEANS TO FURNISH AND INSTALL.
5. COORDINATE ANY AND ALL WORK WITH OTHER TRADES PRIOR TO
INSTALLATION IN ORDER TO AVOID CONFLICTS DURING
CONSTRUCTION.
6. THESE DRAWINGS ARE DIAGRAMMATIC IN NATURE. DO NOT SCALE
FROM THESE DRAWINGS.
DOCUMENTS THAT DO NOT CHANGE THE SCOPE OF INSTALLATION OR
NATURE OF THE WORK REQUIRED, THE CONTRACTOR SHALL MAKE
SUCH CHANGES WITHOUT ANY ADDITIONAL COST TO THE OWNER. NO
OTHER CHANGES MAY BE MADE WITHOUT WRITTEN CONSENT FROM
THE ENGINEER AND OWNER.
8. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE REQUIREMENTS
OF THE ENFORCED EDITION OF THE NATIONAL ELECTRIC CODE,
NATIONAL ELECTRIC SAFETY CODE, LIFE SAFETY CODE AND ALL OTHER
LOCAL AND STATE CODES AND REGULATIONS. THE CONTRACTOR
SHALL OBTAIN AND PAY FOR ALL PERMITS AND INSPECTIONS REQUIRED
BY THE AUTHORITY HAVING JURISDICTION.
9. MOUNTING HEIGHTS INDICATED ARE TO THE CENTER OF THE DEVICE
U.N.O.
10. DETAILS SHOWN ON ANY DRAWING APPLY TO ALL EQUIPMENT AND
MATERIAL ON THE PROJECT.
& WIRE TO INSTALLED LOCATIONS AT NO ADDITIONAL COST TO THE
OWNER.
PROJECT COMPLETION.
STAINLESS STEEL
MNS MASS NOTIFICATION SYSTEM
CEILING MOUNTED DOUBLE DUPLEX RECEPTACLE
SPLIT WIRED DUPLEX RECEPTACLE
DRAWING
RECEPTACLE NOTATIONS:
DENOTES WEATHER PROOF OUTLETSWP
DENOTES GROUND FAULT INTERRUPTER OUTLETSGFCI
DENOTES COMBINATION DUPLEX/USB OUTLETSUSB
DENOTES ISOLATED GROUND OUTLETSIG
POWER FACTOR CORRECTION CAPACITORPFC
SWBD-x
SOLID STATE MOTOR CONTROLLER
VARIABLE FREQUENCY MOTOR CONTROLLER
SITE SYMBOLS
WIRING SCHEDULE
CORD REEL
SHEET NO.
CMC
KSK
KSK
X : \ 1 0 0 0 7 1 5 \ 1 8 1 6 8 7 . 0 1 \ T
E C
H \ C
A D
G S
\ 1 0 0 0 7 1 5 - 1 8 1 6 8 7 . 0 1 - E
0 0 1 . D
L 3 2 1 2 7
1 2 / 2 / 2 0 2 0 1 2 : 4 7 : 3 0 P
M
CONCRETE VAULT & VALVES (D)
NEMA 4X JUNCTION BOX (DEMO, TYP OF 4)
EXISTING BUILDING & ALL INTERIOR
EQUIPMENT TO BE DEMOLISHED
GENERATOR (D)
RTU (D)
SHEET NO.
CMC
KSK
KSK
X : \ 1 0 0 0 7 1 5 \ 1 8 1 6 8 7 . 0 1 \ T
E C
H \ C
A D
G S
\ 1 0 0 7 1 5 - 1 8 1 6 8 7 . 0 1 - E
1 0 1 . D
L 3 2 1 2 7
1 2 / 2 / 2 0 2 0 1 2 : 4 8 : 0 1 P
M
1. EXISTING STATION PUMPS SHALL REMAIN AND REUSED. ALL EXISTING
ELECTRICAL, INSTRUMENTATION AND CONTROLS EQUIPMENT AND
DEVICES SHALL BE DEMOLISHED.
2. PROVIDE LED AREA LIGHT MOUNTED AT 12'-0" AFG TO DIRECT BURIAL
ROUND FIBERGLASS POLE. BASIS OF DESIGN FOR AREA LIGHT SHALL BE
LITHONIA #RSX1 LED P1 30K R3 MVOLT SPA PE DBLXD. SUBMIT
EQUIVALENT FOR APPROVAL.
3. PROVIDE A 1" CONDUIT WITH REQUIRED CONTROLS CABLING BETWEEN
THE GENERATOR AND AUTOMATIC TRANSFER SWITCH.
NOTES:
AND VFD ENCLOSURE (NEMA 4X 316 SS)
LIGHT POLE &
OF THE CONTROL PANEL FOR REVIEW.
2. COORDINATION WITH THE RISER DIAGRAM ON SHEET E-701 FOR
SPECIFIC INFORMATION ON OVERCURRENT PROTECTION SIZING AND
OTHER REQUIREMENTS.
3. ENCLOSURE SHALL BE MINIMUM 72"H X 96"W X 24"D, NEMA 4X RATING,
316 SS, POWDER COATED WHITE, 3-POINT PADLOCK HANDLE AND SUN
SHIELD.
4. PROVIDE AN INTRINSICALLY SAFE BARRIER FOR ALL FIELD WIRING THAT
ROUTES TO THE WET WELL.
NOTES:
SHEET NO.
CMC
KSK
KSK
X : \ 1 0 0 0 7 1 5 \ 1 8 1 6 8 7 . 0 1 \ T
E C
H \ C
A D
G S
\ 1 0 0 0 7 1 5 - 1 8 1 6 8 7 . 0 1 - E
5 0 1 . D
L 3 2 1 2 7
1 2 / 2 / 2 0 2 0 1 2 : 4 8 : 1 1 P
M
PUMP CIRCUIT
VFD DISPLAY
RUNNING ON
FLOAT CONTROL
FLOAT CONTROL
SHEET NO.
CMC
KSK
KSK
X : \ 1 0 0 0 7 1 5 \ 1 8 1 6 8 7 . 0 1 \ T
E C
H \ C
A D
G S
\ 1 0 0 0 7 1 5 - 1 8 1 6 8 7 . 0 1 - E
5 0 2 . D
L 3 2 1 2 7
1 2 / 2 / 2 0 2 0 1 2 : 4 8 : 2 0 P
M
1. THE SCHEMATIC SHOWN IS A BASIC REPRESENTATION OF THE
VARIOUS CONNECTIONS, FUNCTIONS AND LOGIC REQUIRED FOR
THE CONTROL PANEL. IT DOES NOT SHOW THE ENTIRE EXTENT
OF ALL WIRING CONNECTIONS, TERMINAL BLOCKS, ETC.
NECESSARY FOR A COMPLETE AND OPERATIONAL PANEL.
2. PROVIDE A COMPLETE WIRING SCHEMATIC SUBMITTAL FOR
REVIEW BY THE OWNER/ENGINEER.
ELECTRICAL DETAILS
X : \ 1 0 0 0 7 1 5 \ 1 8 1 6 8 7 . 0 1 \ T
E C
H \ C
A D
G S
\ 1 0 0 0 7 1 5 - 1 9 1 6 8 7 . 0 1 - E
5 0 3 . D
W G
1 2 / 2 / 2 0 2 0 1 2 : 4 8 : 3 0 P
M
SHEET NO.
CMC
KSK
KSK
X : \ 1 0 0 0 7 1 5 \ 1 8 1 6 8 7 . 0 1 \ T
E C
H \ C
A D
G S
\ 1 0 0 0 7 1 5 - 1 9 1 6 8 7 . 0 1 - E
5 0 3 . D
L 3 2 1 2 7
1 2 / 2 / 2 0 2 0 1 2 : 4 8 : 3 0 P
M
ELECTRICAL DETAILS
X : \ 1 0 0 0 7 1 5 \ 1 8 1 6 8 7 . 0 1 \ T
E C
H \ C
A D
G S
\ 1 0 0 0 7 1 5 - 1 9 1 6 8 7 . 0 1 - E
5 0 4 . D
W G
1 2 / 2 / 2 0 2 0 1 2 : 4 8 : 4 0 P
M
SHEET NO.
CMC
KSK
KSK
X : \ 1 0 0 0 7 1 5 \ 1 8 1 6 8 7 . 0 1 \ T
E C
H \ C
A D
G S
\ 1 0 0 0 7 1 5 - 1 9 1 6 8 7 . 0 1 - E
5 0 4 . D
L 3 2 1 2 7
1 2 / 2 / 2 0 2 0 1 2 : 4 8 : 4 0 P
M
SHEET NO.
CMC
KSK
KSK
X : \ 1 0 0 0 7 1 5 \ 1 8 1 6 8 7 . 0 1 \ T
E C
H \ C
A D
G S
\ 1 0 0 0 7 1 5 - 1 8 1 6 8 7 . 0 1 - E
7 0 1 . D
L 3 2 1 2 7
1 2 / 2 / 2 0 2 0 1 2 : 4 8 : 5 0 P
M
LSH
REQUIREMENTS.
2. CIRCUIT BREAKER SHALL BE 480V, 3-POLE, MOLDED CASE TYPE,
MINIMUM 35,000 AIC RATING.
INTERNATIONAL PV200-277/480-3Y OR APPROVED EQUIVALENT.
4. PROVIDE A COMPLETE GROUNDING SYSTEM IN ACCORDANCE WITH NEC
ARTICLE 250. PROVIDE (2) 10'-0" X 3/4" DIAMETER COPPER GROUND
RODS PLACED 20'-0" APART AND BONDED TO THE GROUNDING
ELECTRODE CONDUCTOR (GEC). BOND TO THE REBAR IN THE
ELECTRICAL EQUIPMENT RACK CONCRETE PAD.
5. PUMP STATION CONTROL PANEL AND VFD ENCLSOURE PROVIDED BY
SAUNDERS CO. NOT ALL OVERCURRENT PROTECTION OR OTHER
DEVICES PROVIDED IN THE PANEL ARE SHOWN.
6. PROVIDE EXPLOSION PROOF CONDUIT SEAL FITTINGS TO ISOLATE WET
WELL GASES FROM THE ELECTRICAL GEAR. EATON EYS SERIES OR
APPROVED EQUIVALENT.
WITH 8MB OF MEMORY, CURRENT TRANSFORMERS AND A NEMA 4X
ENCLOSURE. BASIS OF DESIGN SHALL BE ACCUENERGY
ACUPANEL9104X-IIW-5A-P3-WEB-PUSH-IO1-0. SUBMIT EQUIVALENT FOR
MODULE.
- LOW FUEL
- HIGH TEMP
MONITORING POINTS AND INTEGRATION.
11. PROVIDE A MINIMUM 30" WIDE X 36" TALL X 12" DEEP JUNCTION BOX,
NEMA 4X RATED, WITH A HINGED DOOR WITH LOCKABLE LATCH.
PROVIDE WIRE TERMINALS FOR PUMP POWER WIRING AND WET WELL
FIELD INSTRUMENT WIRING.
CGEN (NOTE 9)
CPQA (NOTE 10)
NOTE 6 NOTE 6

Documents

ITB #21-09